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Home My WebLink About1966 OLIVENHAIN RD; ; CB032367; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB032367 Building Inspection Request Line (760) 602-2725. Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1966 OLIVENHAIN RD CBAD Tl Sub Type: Lot#: $269,670.00 Construction Type: Reference #: OLIVENHAIN WATER DISTRICT 8989SFTI COMM 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 08/25/2003 SB 10/01/2003 10/01/2003 Applicant: , Owner: SAN DIEGO OFFICE INTERIORS STEA 4863 SHAWLINE ST SAN DIEGO CA 92111 858 495-7364 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Oth~r Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,070.1!3, $0.00 $695.60 $0.00 $0.00 $56.63 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 - $0.00 $0.00 $0,00 Total Fees: $1,996.39 · Total Payments To Date: lnspecto Meter Size Add'I Reel. Water Con. Fe~ Meter Fee SDCWAFee CFO Payoff Fee PFF PPF (CFO Fund) Licetise Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL l;:LECTRICAL TOTAL MECHANICAL TO1AL Master Drainage Fee Sewer Fee Redev Parking-Fee Additional Fees TOTAL PERMIT FEES $695:60 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $90.00 $60.00 $24.00 $0.00 $0.00 $0.00 $0.00 $1,996.39 $1,300.79 5510 10/01/03 0002 01 02 Clearance: ------ NOTICE: Please take NOTI Etha pproval of your project includes the "Im sition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures sefforth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. 1300-79 i· 'J PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 o- Address (include Bldg/Suite #) , " } ~ 1 r-7'> " Business Name (at this address) r/' /9~&. <f>L,,/e.,.J ~µ /c-e>A"i} • CA,'2.t-3BA7:xnn ,~,.9-z ~~t> ,.,.._ Legal Description . Lot No. Subdivision Name/Number Unit No. -...,;fiasli' NT.::tfoi:al # '6f·units !l::f:i•=· ·9;::; 60 Assessor's Parcel # Existing Use r ' Proposed Use (;J-r l e,.,l,, TI ot\-J-~1 ce # of Bathrooms Description;\ Work SO. FT. -cit stories # of Bedrooms :"J_~~~J:r _,_ ·' M,..~~~·-· _ vtl!J 'I ~.1~.1/, ~~, Z-: -,~ ... ~,. ~<>~ -~-·~·,,,--~·,,,~,, 'Y(,''"" •• ~'"""'""' ,' "., ,2~::;;: f,lif~ ifJ;!l:8~0,t.\!;lif,,,~~.!lUi~!!~!lnt}, " ; , :: ;'·, ·,, ~; .: '" > . .'· ., ·<,,-: '. ',., l,. ,;;:;iii:: .:~•c;-: ,:;,,,··,', ·~. _,, ,',"','.:,;,;_;,,~~~<Vt./ :, , .:,~·;L=', -'::;'i ,: ~)/':.\\.>;;': ,·, ,.: : Name Address · City State~ ~h'f/J'fA ~ # ~~:;9~;~~a:f:i~~(~n67~~~:c~,Lp~~8,vif/Jr$JJ:l!t,~ -~~n:e,.", , ,,, ....... -~-~ , , • ,,.,,.,,, ~d·d,re.ss , ., . , •.• 9(5~~-, ~-~?/~i'/~~,,,Y-.. ~~'f?~.,;~",: ~ .. ,~,w-,,, ····""' ~otiia:::1'.u, · · wArrai-: · t:frZ ..... ---~-'8~iff4',;S~p$·· ··. ,.~;;kr~~--m r ;Z:Elco.fiwg;tQIG:..;PM~~l\lY::rf~M~ ... -.~d.d~e~s : .. ~, .. ~-. ~~:,,::::-::,:,:.·.:;,;,;: .. :::O:~~.~~ ·:_,:.:::_c:,~~:~:::~~=::;,~e:~::~~ .. ~'jfl:f~~~ (Sec, 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged tion Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil pen lty of not more than five hundred dollars [$5001). &:>, -, /. -=-~2,:., ~ ~ /..ht/£ r~ 9 ,J-f Name Address City State/ZiP, Telephone# 7$$•C/l'/-ff6r-" State License # 7 /,/ 0 0 ~ License Class ~ City Business License # /2-/ / / ~ 8 ~ I ~f L.?;:> -SI/A,Jv,,./.£ :5f.-']),~ 4::: ':f,Z., I,( Designer Name Address City State/Zip Telephone f'SG:.ate,wlioc·eRnKsEeR#S~~~:~7;_, __ ,_,(~"-~1~,,-~{J,,:"S~\, .-: , , ':"-"" ·.--:.' . , .. -, , ,, , ,· ., .. ,~-:~,?>-:·::,e7 i,:, ~A,-,.,..-,W,,....,_ ''"', '"''"~•''" .,.., Y,, ...,_"' .,_,._.., "'y ,,,.,..,, , v<' < , , , ,, , ' " ,,, , ,• v< ~ -~ v.,V<,,, .._,,,', ,,..'-'/"< M=,< •""''-'""'' """"'"'"''~(..,., "'' <w ,(,,,_._;,;;,,,.,,...,.,.,.~,.,..,~ «~-.'>, ~ ... .....¼<#w.,,,,,.,.,-.-.,..,•,..,'v,.o:~-_.....,...._.,,,.. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I havi:i and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. , 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 ru;d. My worker's compensation insurance carrier and policy number are: Insurance Company ~L: ~-,:/'l> Policy·No. . Expiration Date /o/ D~ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) , I D CERTIFICATE OF EXEMPT! : 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 Worker ' C WARNING: Fail mpensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred t he cost of compensation, damages as provided for in Section 3706 of the L orj;,8de nte~nd attorn~y's fees. SIGNATURE,_--='---"'="""-i.....,_:P"'"'---------------,-----:-----DATE 2..-:~, ·O / ~~:~:0Wjie&au1fi:ieifDEGLA ·,, .. IQN-:· .... , ,_ . _.:: .. ,, ,_, I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole. compensation, will do the work and the structure is not inte.nded or offered for saie (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to ar.i 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 the·reon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2: I (have / have not) signed an application for a building permit for the proposed worlc. 3. I have contracted_with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. r plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors.license number)=---------------~------------------------------ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number/ type of work): _______________________________________________________ _ ·PROPERTY OWNER SIGNATURE ____ ~-------~----------,. DATE~· ________ _ tQ4°M.ffi.§I~ti:i1$~~.t¢JtQ&:Foit«<1um1P:iNm(Pv1t@1t1ruf!~K,;,1.~,Q~ib¥,;~·:~~··.:.·'.'0~:.,'.:;:;:::::::J:E.:::;::-2J&:12t::·I,:vIZ,~·i:f:r;::, 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? D YES ~O · -/ Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES ~0 Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 0 YES ~O IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE. REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ·003 .~.Ig~NS:tfill~filf.lENDING A~~cy·-.. ---:-, ·: ·::-:,.,-~--:· --.-· -"~:""-:;,~ ~ ···. ';.~f::ry;"'l'T,'~,:~, I hereby affirm that t r (s a C,'f1ei~n lending ;ge:Cy for the perform;nce of t~:\Vo:k for whi~h ;;;permitis issued (Sec. 3097(i) Civil Code), LENDER'S NAME 0 fJ LENDER'S ADDRESS t9~:;. :APPUICANJ:cElt[lJ'ICATlON , · • , ------··, _., _,,. · . :,__~, .... _,,.,,.;\"';:;;:::;,;,:;:;:....s,':'.'',::-'~-~~ ,.,:S):.: .. ,: '''<;;,, .;,?: ' .. _ ;_:.;,.·S:.:'~iS~:~·s:,~,c"S':::.;,;;;u·, }t 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 I ANY W ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. deep and demolition or constr_uction of structures over 3 stories in height. under th provisions of this Code shall expire by limitation and become null and void if the building or work ys from t date of such permit or if the building or work authorized by s permit is suspended or abandoned O days f 106.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 02/17/2004- Permit# CB032367 Inspector Assignment: PS Title: OLIVENHAIN WATER DISTRICT Description: 8989SF Tl Sub Type: COMM --- Type:TI Job Address: Phone: 8S84149324 Suite: Location: 1966 OLIVENHAIN RD Lot 0 Inspector: ~ APPLICANT SAN DIEGO OFFICE INTERIORS Owner: Remarks: Total Time: Requested By: T.C. Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Elec;:trical 49 Final Mechanical Act Comment tf£_ 'Y4-l-e..rr eje al<-1oy ?>r ~e-uo/ l--~------d-A_1:_,_._e_c_s:¾.es. -- -- Associated PCRs/CVs PCR01105 ISSUED OLIVENHAlN -COLUMN,STRUCT; RELOCATE COLUMN, ELEC Inspection History Date Description 02/05/2004 89 Final Combo 02/04/2004 89 Final Combo 02/03/2004 16 Insulation 02/03/2004 84 Rough Combo 02/02/2004 16 Insulation 01/30/2004 16 Insulation 01/29/2004 84 Rough Combo 01/28/2004 18 Exterior Lath/Drywall 01/27/2004 18 Exterior Lath/Drywall 01/21/2004 84 Rough Combo 01/20/2004 17 Interior Lath/Drywall 01/16/2004 16 Insulation 01/07/2004 13 Shear Panels/HD's 01/07/2004 14 Frame/Steel/Bolting/Welding 12/26/2003 13 Shear Panels/HD's Act lnsp Comments CO PS H.C. ISSUES NS PS AP PS ABOVE T-BAR AP PS T-BAR CA PS BYT.C. CO PS NOT COMPLETED PA PS OK TO INSULATE & ABOVE T-BAR AP PS INSULATION IN CO PS NO INSULATION INSTALLED AP PS CC1RRIDOR PA PS NOT CORR,_ PA PS PA PS PA PS NON BEARING WALL. NO FURTHER INSP UNTIL HANDRAILS ARE COMPLETE -\ PA PD \ f ,. City of Ca'rlsbad Bld·g Inspection Request For: 12/26/2003 ' I' • L' : ,· ' ,,,...,.., --- Permit# CB032367 Title: OLIVENHAIN WATER DISTRICT D~scription: 8989SF Tl Inspector AssignmeAt: PS Type:TI Job Address_: Sub Type: COMM 1966 OLIVENHAIN RD , , Phone: ~49324 lnspeciod_ vi:: Suite: Lot 0 Location: APPLICANT SAN DIEGO OFFICE INTERIORS Owner: Remarks: Total T-ime: Requested By: T.C. Entered By: CHRISTINE CD Description Act Comment 13 66 Shear Panels/HD's Grout Associated PCRs/CVs PCR01105 ISSUED OLIVENHAIN -COLUMN,STRUCT; RELOCATE COLUMN, ELEC lns12ection Histo!Y Date Description Act lnsp Comments 12/19/2003 13 Shear Panels/HD's co PS 12/15/2003 11 Ftg/Foundation/Piers AP PS 2 INTPAD FTG 11/26/2003 89 Final Combo co PS OK TO l)SE PHASE 1 11/25/2003 89 Final Combo co PS SEE LIST ATTACHED 11/21,2003 84 Rough Combo PA· PS PA NOTED ON CARD-T-BAR 11/20/2003 84 Rough Combo NS PS 11/19/2003 ~4 Rough Combo co PS T-BAR 11/17/2003 17 Interior Lath/Drywall PA PS OLD VAUL t AREA 11/14/2003 14 Frame/Steel/Bolting/Welding PA PS SHEAR'@ OLD VAULT AREA 11/13/2003 17 Interior Lath/Drywall AP PS LOBBY AREA WAL,LS 11/10/2003 16 Insulation AP PD WALLS 11/07/2003 17 Interior Lath/Drywall PA PS INT NONE STRUT WALL DOWNSTAIRS , , 11/06i2003 17 Interior L~th/Drywall p'1 PS UPSTAIRS 11/04/2003 13 Shear Panels/HD's PA PS NOTED ON CARD 11/03/2003 13 She~r Panels/HD's -PA PS OK TO DOUBLE SHEAR WALLS 10/29/2003 11 Ftg/Foun.dation/Pier.s AP PS DRY PACK OK TO POUR BACK 10/29/2003 14 Frame/Steel/Bolting/W aiding PA PS -METAL STUD WALLS ONLY 10/29/2003 14 Frame/Steel/Bolting/Welding PA PS 1 Cl/29/2003 14 Frame/Steel/Bolting/Welding PA PS 10/29/2003 14 Frame/Steel/Bolting/Welding PA PS ... l "'4t 'J City of Carlsbad s:ldg Inspection Request For: 10/29/2003 Permit# CB032367 lnspectorAssignment: PS Title: OLIVENHAIN WATER DISTRICT Description: 8989SF Tl Sub Type: COMM --- Type:TI Job Address: Phone: 8584149324 1966 OLIVENHAIN RD· Suite: Lot 0 Location: Inspector: ~PP~ICANT SAN DIEGO OFFICE INTERIORS Owner: Remarks: Total Time: Requested By: T.C. Entered By: CHRISTINE CD Description Act Comment 14 Frame/Steel/Bolting/Welding ?A_ ____.~~-::...L-JL"---=l'----S=--.,t::?A:"---'__;_:,:D~=~__._-.:..c·~(..;;.__,,,S"---~--"-'~;/---- 1/_ _____ ~_ tfL ~Pt~~.__. _,rpc....L!W-:4½'--=-L'i_t -=-,p£.._"c...--?:t?-=---'f--"'-~-"--"'~~e.,.,__~~ · Associated PCRs/CVs PCR01105 ISSUED OLNENHA1N -COLUMN,STRUCT; RELOCATE.COLUMN, ELEC lns12~ction Histor~ Date Description f'.ct lnsp Comments 10/28/2003 14 Frame/Steel/Bolting/Welding co PS ALREADY INSULATED 10/27/2003 14 Frame/Steel/Bolting/Welding CA PD 10/15/2003 11 Fig/Foundation/Piers PA PD PADS, ENTRY FTG, SLAB 10/15/2003 21 Underground/Under Floor AP PD AT RESTROOM 10/15/2003 24 Rough/Topout WC PD 10/10/2003 11 Fig/Foundation/Piers co PS SEE NOTICE ATTACHED 10/10/2003 14· Frame/Steel/Bolting/Welding co PS 10/10/2003 24 Rough/Topout co PS 10/10/2003' 34 Rough Electric co PS 10/08/2003 11 Fig/Foundation/Piers co PS CltJ of Carlsbad · · ·Final Building Inspection Dept: Building Engineering Planning CMWO St Lite Ei-r-e=> Plan Check #: Date: 11/24/2003 Permit#: CB03~367 · Permit Type: Tl Project Name: OLIVENHAIN WATER DISTRICT Sub Type: COMM 8989SFTI Addres~: 1966 OLIVENHAIN RD Lot: 0 Contact Person: T.C. Phone: 8584149324 Sewer Dist: · Water Dist: ···················-···························································· ......................................................................... . ln~pectedj; ~-Date / /; "71/J O :S _ V--By. ~ _ ln~pected: __,=,:;,(/-+-= __ .Approve9: ___ Disapproved: __ Inspected Date By:---'------~--Inspected:__,... ____ Approved: ___ Disapproved: __ Inspected Date By: Inspected: -~-,.._._-'--,_Approved: ___ Disapproved: __ 1111111111111111I111111 I I 11 I~ I 111 II II 11111111 I I I I I I I I I 111 '1I1111111111 II Ill I I I I I I 1_1 I I I I I I Ill !I I 1111111! 11 I~ I I I I j I I I I I Ill 111 I II II I I 11 I 111 II 11 !jl I ... 1111111 IU Comments: ____________________________________ _ PREFERRED,CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "G" SAN DIEGO, CA, 92111 TELEPHONE (858) 576-9110 . } . . . · I JOB N'6, .,FOR WEEK / / CERTIFIED INSPECTOR'S WEEKLY REPORT .. ENDING ' COVERING WORK PERFORMED D REINFORCED CONCRETE D STRUCT. STEEL.ASSEMBL y ~RAY-A~E~ F\R~~ROOFING WHICH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM . OTHER P-' _? f) J<. 1/ D REINFORCED MASONEIY . D DEEP FOUNDATION ., ; THE SPECIAL INSPECTOR OF . JO~ ADORES~ / 0/;11-t1lh1t,/1/ d BUILDING PERMIT NUMBER I PLAN FILE_ NUMBER ltft;; ;? {)ti< ~lJ oJ~2JG7 OWNER OR PROJ/2. NAME ARCHITECT d/; tl~" ;1 1£1 //I · /J/1/ /1 I// i)£r / {r./ A. /,,41' ,1_};':;T· · CONSTR. MAT'L. (TYPE, GRADE, ETC.) lOESIGN [ SOURCE OF MFGR. ENGINEER --·· /4 -.. STRENGTH )j /H ;Jf-e,1 /J HPl\tJ 1.. • ./ /'j' "{ l t'.t /. c;'I'\.. DESCRIBE MAT'L (MIX DESIGN, RE·BAR GRADE I MFGR .. WELO-ROO, ETC.) , 5ER,CONTRAC~Of . fa/'/(;;:; IA I tJ,{ ..) r. 7?!;:--. .E,·,,t> () y Y. / r:.t.fft)-# r-,t 71 ,;, ,. CJf ire }.::::;· I J l ·A~ DOING REPORTED WORK /4 /)?j tJ .5' l}-5 p 'JC! /r· LAB. RECEIVING I TESTING CONSTR. MA T'L. SAMPLES ·INSPEC-ARRIVAL ceTAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC. TION TIME. . · REPORT OF DATE DEPARTURE WORK INCI.U0H Nl'CNIATICN MOUT-MIOUll1'1 Of' MATIIIIAL 1'1.M:!DOA WOii( l'EAl'OIIM!D; NIAeEII. TYPE 1101:NT. NO'S. Of'TEIT S~EI TAKEN; STRUCT. I TIME INSPECTED CCNIICTICNI (WILDI MADI!, H.T.1101.TI TOll0Ul!DI CH!Cl<!D: er,;:. ,< /J , /,r'J ,A -J7.:,-// N' !z/;r 7'&iJ t76,r<?/'l/e d ...-;, ;; / 1/ t' 111,-;14-///t..T/tJ,? ofl ...., "fl' ,... ,,. '/ ~ -{ •• f, •. ,-;r-~ :.= ,<1 -).f ., all T.'tflf\.fl/4 d 1'6~'. . .( S _,_., ,1/ .a/: 1/2 tJa·// I-' ,/\. 154 / ., C/ I . -IJ.J / :;-'> I 11 i:i 11// /J /4 7""' e 60 /r5··, /}/!rt') /JI 1f c' -· ~y' __ ...-: .. 18/Jf) 0// 7· If,~ t It. l-1 /-tji~/5 fpA ... I /J.7 /,) )///1, f/1/ J;)/.?t 7c:: ·/),:fl a /Id f-'o V/~ . ,:-/f / lfll._f f //1 '1J /Tj -'5/,t· /'t:,l c./ j c,)/' /I-77· ;ts --.. ,..,....A .cv:.< .. ;1/ ... 1-v'tYI' L cl 1,' 5P' J\t/ ,e:, d.. ?i.-· / 5 de,,' / .'..l . ' , e" 1 I} a t c o/·tclc::t / ... Jr~--.t-i/ / 7·/1 A. / ;;l /i cJ //<? d /;k/1,S, /) ,. , ,,. : ,., ., ·- , , , .. , ~ ,,•Y , .. l .. ~ .. , ' .... .. .. '. ' ~ . ·• . , . ' . . • ,"lll<f , . .. ( ' • ; _,,___., . •' .... , , , ,.. I/' < • / ./l ,,_..-,-... ~., / ,, ; ,,,... ,, C.,,/ff"f £,/V C/0 ,~ ) INSPECTOR 1..,,.d' °" TYllll ,, :;;, J' . /,,., 1 /J. tJ,.,r/fJ , SIGNATURE / rt,, t« t,, le ,. -·· i'7 -~-' DATE SIGNED /'!, I //; ;/} 'CERTIFICATE NO. Oif/ (/jY/ < / _.. I Nari: AU.1!11NC110N~-TII MCIMD IY-YCll'THI MIi< ~CIWINII THI INll'eCllONDATII. .. CERTIFICATION OF COMPLl.~NCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans· specificat(ons and applicable !i~9_fioiis of the building c,odes. 'f.his report covers tlie !gc~lioni, of the work inspected only and does not constitute engineering opin- . 1;,•· . ' -· ................ :.. . . , ·.·:-~·-··.::~:--> .·-,._ { -:·1··-~-: .::~,:.·;'._,:·--.,·., • • .J( '<1, •• : . , . ....__. ' L •• ,: •' . : : ,: ·1~-• • •" ~ .-,-·: : • •. • • • • ,.. •, ,,• ' . , ... _···_._ .... ·· .. · .... _: .. _ .. :n ... _: .. . :. ··-~·-.·, .. -: .. ----~-_---__ ------~---_ .. --~---~----_---_-H-:-,-·K· ----~i,gr•ri · . . . . . . _ . ·. KUSHKAKI .S·T R_U C __ T UR. AL .ENG ·J.N .E'E R.S . .,.,J, ... 0~ lt~-. Ol ~ r-.(L i c.:.,,T __ ,, ·. ·, . f f . -. ' . . ; ~ . . ' . . . , . ,. '2. -2-. 3 ·-: .b -~ ' . ., · . .,. .,_,·, .... . RQ. :' · :J~ C</iJI hcj/J p/~n~ o,J-ni-_) · _ · -~-·11u-:·,--11-o~1t-t;;t:df:_·o-f._·t~ ~-:s~. ·· .<fYle so/ s:t:;~cturL . . _· ..... . ,, ' . .. '·: ' ' . ~ ' ··: ·7;,·-·.w~ .r_~ I• •' ' • • r, (?71·1· . : ~ -~ . · .. · .. ·:-.. _. ... ·., ... ·.· _1:1/. 4' • :. • .. •• ,.· •• E,'X-t~ · __ Hp 2 N : d~ :HPZ-A · __ · · rs .;i,., ' • • r .:-:·--. ~'-t4le... ---s~~1Z~-~t~_--_: .4·. _rrTT.., c;, :> ho/ d Jff½/ns · · C/d!ui ~ ·.·· ·dvl · fk p1fJ-4J,s, ... , .. ,... ,., ,, .. ~ . ' ·1 . , . . . _.J 3914 Murphy Canyon Roa~• Su,ite Al 00 • San Die~q, CA 92123-449~ • (8~8) 560-4383 • F~x (858) 560-8.842 f I I ' i i fs d 1oii l' ! ! office intelligence"" November 10;-2003 City of Carlsbad 163'5 Faraday Avenue Carlsbad CA 92008 Subject: Holiday Work Permit for November 11, 2003 We are requesting approval to work on November 11, 2003 at our project site located at 1966 Olivenhain Road. We have conducted a visual survey and determined that the closest residential neighborhood is greater than 1,000 feet from our work area. Our planned activities for November 11, 2003 will include interior wall finishing, taping, texturing and painting of walls. We will not be using any exterior ·equipment that would be disruptive to the neighborhood. · Accordingly, we are reqµesting a holiday work permit to work on Tuesday November 11, 2003. DanDreesen San Diego Office Interiors 4863 Shawline Street, Suite A s a n D i e g O O f fi C e I n t e r i O r s San Diego, CA 921 H USA www.sdoi.com t 858.495. 7364 f 858.495.9101 contractor's license #761009 PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (858) 576-9110 CERTIFIED INSPECTOR'S WEEKLY REPORT I JOB NO. ·I FOR WEEK / / I ENDING COVERING WORK PERFORMED WHICH REQUIRED APPROVAL B'Y THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY 0 STRUCT. STEEL ASSEMBLY 0 REINFORCED GYPSUM D DEEP FOUNDATION 0 SPRAY-APPLIED FIREPROOFING OoTHER --------- .-_1 ,. / ,/ I ,40.:·: C BUILDING PERMIT NUMBER ,/ /·11,.., ( ? "? ,,,:: / '-,_,,,U,/ ..:'.: .,; '---' I PLAN FILE NUMBER OWNER OR PROJECT N~M~ ,,,. --~ ', /'j' ARCHITECT ) · t/' 0 1-I tr C CONSTR. MAT"L. (TYPE, GRADE, ETC.) I DESIGN I SOURCE OF MFGR. STRENGTH , -; •• J ENGINEER !.__/ . . I , ; . ' -;· .,. ... ,..~ ... _ ..,;/ l i, 1...,,, j (. / /7 (.._)/ & ( V, (. //',.-,!<,// /' ' /,. ,-L_ DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) GENERAL CONTRACTOR , <' ;1 /·,..J':. ,' INSPEC- TION DATE ' ,· _,.-• I . . l· ,,:~/~,. .. ',,/ ~/ _... . .'>"r--·_:-· 2 -_./ Ct' _,_. r·· /,-' &· TT . .) , //, l,.,-I >-1 ( C LAB. RECEIVING & TESTING CONSTR. MAT'L. SAMPLES ARRIVAL DET All.ED TIME. REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC. DEPARTURE WORK INCUIOII tlfOINATiall MIOUT--MilOUNfl Ol'MAT!IIIALl'UCl!DOR _ l'l!_ED;-11. TYP£ & IOENT.NO"S. Ol'Tl:ITS~STAKEN; STRUCT. CQMeTIONI (WILDI MADE, H. T.101.TI TOIIOUEDI CHfCl<ED; fTC. TIME INSPECTED I . ·). ' ! I l·O < ., "--' I: .. ·.;// -:y-~- .,; I /{.__ / / -7" /. ,-\. -<' ./ ( ////_/' 1'-· ' ,~ be) / / ; I j I -:-1; ' (. ..:: ,.-// (: .·,":' // ~ I 7· -· 2/,,,y // // i..L. .. ~.'I /·,,: /: .... , (_ _j s j c~~-" ' ' / 'l'f' / .·-·,,--////1 ,,, • ..,I J/ i /~/ /,,./ /'• • / ..,_ -., ~-·· --,I r /' r ;_ _.. 1 ;j /i c~ :: c / ; r· 1 r c--F··, / /-f. __ .. ,, F _; (...J , .. , ,· ,_ ·· / i / r , ( l (.,., (..~_ • .,./ ,.l ~.,, ) I ., . / / • /' I J . ;-/) / ,. ·, , ,,-; / II ,:: y'l c.. .... ·,...,J..-,·/ ,, .. 1·/t,;:,,,c//t~··r -(-,/,:.:/ · 1:.. c., J5e/ t/r---c· /-> / / i-----1----+--· .... A......,ll:'_ •~ -~"~-· ....,..,,..ya,----------------------t ~.,....,,.. I I I .. ....-I . ·1 , ., . i ; I-·· ., /, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of thE! reported work, unless otheiwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control 4x8 tJ L IVt:iN H-·A l N M u N t C,{N? ~ <- t.A-A ~-a.. f)1 !,1f2-1c ~=-=-=--=-=-=--=-=-=-=-=-=-=-=;"J~g~lilW.:=::::-xb v-11 I - M5T A36 (r-1) T~£ TO NAILER (N) 2x6 STUDS e 16 11 (E) C.M.U. WAL.L ~ , MSTCS2 (V) •TOF OF v-lALL <E> 311 5TD FIFE COL. " ,.· ~I -~I -~I -· <E> 311 5TD --h r:::--=:: - cJL-1 VJ:SN H-f::.-1 N ~liNt C-f PA\.... klATEf2-.-0 l ?le.-t.c-r l\/s/03. -_~_'--_A_N_V_t e_w_-'IG} \:it2 ~ Jo1 ':)T 1?J ( N) Sn.lP ( NJ 2 x 4-~TV Y? , 11> tz.e-ce," -e rl '2.. ~ B~e- P-0~ ( N) ST""\l\? . TD $tLL-fE .. --------- 2..-x 4-B~~ --::, ~ J'7r vv/ 3-l-b J FA<:..€ N'A'-'-E;& t:=NO +1'2 · ~ (.1'1) .SfV() 1b Sh ... ~ ~ ~. M. U, 0 Ll VE::N H-At N M UN I c.. 11?,A l.. ktf\-Tt::72-. Vl~Ttl-ll.-T' - l1/b/o3 A?Js-·~ 12. t, EA ~f!?c- \Jo l-1v EN tt-AtN Mu"uue~1-k..J e Tu,2.-.1) t 7Te-1 <-T n h ~4- Lt/r-/03. M~TA~b ~A '?II?,~ 5~~ ~ . .;1 OG'" C-5m $, l4 t , , _w/ l .0-cl~ ? ~ . ::~.B-E"An+~ fc-72-f-~N· ----,..@ PREFERRED CONSTRUCTION INSPECTIONS, INC. (858) 576-9110 Fax (858) 576-7028 4888 Ronson Court nGn 4u; San Diego, Ca. 92111 / INSPECTION REPORT JOB NO.: 3043 ---------------------------------------· ---------------------------------.----WORK PERFORMED: EPOXY BOLT INSPECTION --------------------------------------------------------------------------~OB ADDRESS: 1966 OLIVENHAIN ROAD PERMIT NO.: CB03-2367 PLAN FILE NO. : JOB NAME: OLIVENHAIN MUNICIPAL WATERARCHITECT: DISTRICT DESCRIBE MATERIAL: ENGINE~R: HOROWITZ TAYLOR SIMPSON SET EPOXY, ICBO #5279 GENERAL CONTRACTOR: S.D. OFFICE INTERIORS CONTRACTOR: ANGUS ASPHALT ---------------------------------------------·-----------------------------. 12/18 Observed the installation of seventeen 5/8" all thread rods at N9rth wall for missing sill plate bolts. Also nine 5/8" all thread rods for missing sill plate bolts and four 5/8" roqs for missing HTT16s at South wall. Work observed is in accordance with the approved plans. Arrived at jobsite at 7:00 AM, left at 8:30 AM. --. ------------------------------------------·---~ 7~7-----------------· - . . . INSPECTOR: /§7,,z/ ?../{/#/i.-TOM WOODS / DATE: 12/18/03 CERT. NO.: 0864884-89 •• . ,.,. DATE: October 1, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 032367 EsGil Corporation In (!'artnersliip witli <]overnment for (J)ui{tfing Safety SET: III PROJECT ADDRESS: 1966 Olivenhain Road PROJECT NAME: T.I. for Olivenhain M11-nicipal Water District ~ANT ~IS.' Q PLAN REVIEWER Q FILE !Z] The plans transmitted herewith have been corrected Where necessary and substantially comply with the· jurisdiction's building codes. PLEASE SEE REMARKS BELOW. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. !Z] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Dan Dreesen Telephone#: 858/3414-9305 Date contacted: 10/1/03 (by: Abe) Fax#: Mail Telephone Fax In Person !Z] REMARKS: The Building Official shall review the special inspection program submitted by the applicant. Applicant to carry approved set (only one submitted) of plans to the city. By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 10/1/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + ·san Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 t.... -.:i i, 'I. Es~il Corporation ltJ <Partnersliip witft-<jovernment,for <Bui{aing Safety .. -DATE.: S~pte:mber 2.9, 2003-.. d AP ICANT. .. "'JURIS. . JURISDICTION: Carlsbad PLAN CHECK NO.: 032367 SET: II D PLAN REVIEWER D FILE PROJECT ADDRESS: 1966 Olivenhain Road PROJECT NAME:. T. I. for Olive~hain Municipal Water District D D D D D 1he plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a con_,plete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck, The applicant's copy of the check list is enclose0 for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: San Diego Office Interiors 4863 Shawline Dr, San Diego, CA 92111 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Dan Dreesen Telephone#: 858/414-9305 Date contacted: 9/3c(c.? (by:FA;c-) Fax #: 858/495-9101 Mail -....=releplione Fax,/ In Person REMARKS: By: Abe Doliente Esgil Corporation 0 GA [81 MB [81 EJ O PC Enclosures: 9/22/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, Califoroia 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 032367 September 29, 2003 RECHECK PLAN. CORRECTION LIST • -~----~ -··-::::..-.-•. -:-~---.::....-:. •.... ·: _---:-::!.-:··~'- JURISDICTION: Carlsbad PROJECT ADDRESS: 1966 Olivenhain Road SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 9/22/03 September 29, 2003 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform.Building Code, Uniform Ph:1mbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This p·lan review is based ·on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance With the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Gode, the approval of the plans does not permit the violation of any state, county or city law. A . .Please make all corrections on the original tracings and submit two new sets of prints to: · Esgil Corp. or to the bldg. dept. of the juris. B. To facilitate rechecking, please identify, next to each item, the she~t of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved fr.om the previous plan reviews. The original correction number has ·been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regard.ing these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes, been made not resulting from this list? DYes ONo Carlsbad 032367 September 29, 2003 · · 1. Please make -au· corrections on the original tracings, as requested in the correction ,-· -. -...... list. Submit three sets of plans for commercial/i'ndustrial projects. Fo.r_expetjitipus · proces~in~i. ~orrected sets_ can !?e submitted in one of two ways: · 1. Deliver all corrected sets of plans and calculations/reports directly to the -Cify of Carlsbad Building Department, 1'635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 _ Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all . remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. _ 2. _ Plans and calculations shall be signed by the California state licensed engine~r or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. -3. Provide the correct address of tenant space on the plans. Section 106.3.3. The Building application shows the address of the project as 1966 Olivenhain Road. 5. Special inspection is required for the use qf epoxy anchors. Note this on the plans and complete the attached city special inspection form. This was also sent to you previously. 6. Sheets 16 through 21 of the structural calculations call for steel beams to replace the wall removed at office 202 (W 18 X 18). This beam is not shown on the plans. 12. Revise the index sheet to correspond with the sheets called out on the drawings. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for you·r project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. :,. EsGil Corporation In (J!artnersfiip witfi·C]_o11ernment for (}Ju_i(ain9 Safety DATE: Septe.mber 6, 2003 JURISDICTION: Carlsbad, PLAN CHECK NO.: 032367 SET:I 9 ~ANT CJ~ CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 1966 Olivenhain Road· PROJECT NAME: T. I. for Olive_nhain Municipal Water District D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes When minor deficiencies identified below are _resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The chec;k list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: San Diego Office Interiors 4863 .Shawline Dr, San Diego, CA 92111 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Dan Dreesen Telephone#: 858/414-9305 Date contacted: c=, ! <t{ O!J (by: ~ ) Fax #: 858/495-9101 Mail --Telephone../ Fax -In Person D REMARKS: By: Abe Doliente Esgil Corporation 0 GA 1ZJ MB 1ZJ EJ O PC Enclo~ures: 8/26/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, Californ,ia 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 032367 September 6, 2003 PLAN REVIEW CORRECTION LIST- TENANT-IMPROVEMENTS PLAN CHECK NO.: 032367 OCCUPANCY: B TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: _16,000 SF SPRINKLERS?: Yes REMARKS: JURISDICTION: Carlsbad USE: Offices ACTUAL AREA: STORIES: 2 HEIGHT: OCCUPANTLOAD: -90 · DAT!= PLANS RECEIVED BY · JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/26/03 DATE INITIAL PLAN REVIEW COMPLETED: September 6, 2003 PLAN REVIEWER: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. · · Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the pfans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 032367 September 6, 2003 -1·; ··· -· · · --··Please-make all corrections on the original tracir.igs, as .. r:equested,.irt the . . correction. list. Submit three sets of plans for commercial/industri9-I projects. For expeditious processing, corrected sets can be submitt~d .in one of two ways: · · · ·· 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of pl.~ms and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 3. Provide the correct address of tenant space on the plans. Section 106.3.3. 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 'UMC, 2000 UPC and the 1999 NEC. 5. The tenarit space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. 6. Special inspection is required for the use of epoxy anchors. Note this on the plans and complete the attached city special irtspection form. 7, Show shear wall type 4 at grid 2 as called out on sheets 1, 1 and L3 of the structural calculations. Refer to sheet S1 of the plans. 8. Sheets 16 through 21 of the structural calculations call for steel beams to replace the wall removed at office 202 (W 18 X 18 and W18 X 85) but these beams are not shown on the plans. Please clarify. 9. · Recheck the wall type schedule. Where wall type 5? 10. Complete and recheck the call-outs and cross references to the details. 11. Please see the following corrections for electric~I. plumbing, mechanical and energy. .. ·r. Carlsbad 032367 September 6, 2003 · 12 ... , To speed-up th& review process, note on this list ( or a copy) where. each correction item has been addressed, i.e., plan sheet, note or detal!. nur::nber, . calculation page, etc. · 13. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are ·located: in the plans. ·- Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, Sari Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for yolJr project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. . + ELECTRICAL PLAN REVIEW + 1999 NE:C + PLAN REVIEWER: Morteza Beheshti 1. Submit completed panel "B" (IF USED) schedule. 2. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210-8(b)2 & 210--63. 3. Show on the plan the location of the service. NEC 110-26, 230-2. 4. Show the location of all panels. NEC 11 o .. 26,240-24,300-21. 5. Please specify the required room power disconnecting means for the server room if it is an "information technology equipment" room. Also, specify plenum rated cables if a raised floor is being used as return air. NEC 645-2. 6. . Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second so1:1rce of power (battery or generator). This is required when two exits are required per the UBC. UBC 1013.4 and NEC 700-16. 7. In all occupancies where the exit system serves 100 orrnore occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBC 1012.2 & NEC 700-16. ) .... 'l · Carlsbad 032367 September 6, 2003 .. --Note: If-you have-,any questions regarding this electrical plan review list please contact . . Morteza Beheshti at (858)-.560-1468. To speed the review proce$~,_not~_qn tbis list ~or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW UST DEPARTMENT OF STATE ARCHITECT TITLE 24 ,_ The following disabled access items are taken from the 2001 edition-of California Building Code, Title 24. Per Section 101.17 .11., all publicly and privately funded public accommodations and commercial facilities sh_all be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. · • SIGNAGE 1. Per Section 1003.2.8.6.1, tactile exit signs shall be required at the following locations: a) Wherever basic UBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door:. The tactile exit sign shall have the word, "EXIT." c) Each exit door that leads drrectly to a grade-level exterior exit by means of a stairway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT STAIR DOWN." ii) "EXIT RAMP DOWN." iii) "EXIT STAIR UP." iv) "EXIT RAMP UP." d) Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure or an exit passageway._ The tactile exit sign shall have the words, "E:XIT ROUTE." e) Each exit door through a horizontal exit. The tactil.e exit sign shall have the words, "TO EXIT." 2. Tactile stair level identification signs (complying. with Section 11178.5.1) shall be located at each floor level landing in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five-pointed star located to the left of the identifying floor level. Section 1003.3 .. 3.13.1. 3. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall -be accompanied by Braille. Section 1117B.5. 4. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. -., • ... .,_.,...,. ... .,.,{. ..... ,~-· ... • • ' earlsbad 032367 September 6, 2003 City of CarlSbad I :J!iib ii li~.1 •14 ·Ei ii, ,t§ ,ii BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 032367 Job Address or Legal Oescription 1966 Olivenhain Road Owner eL.ioo..1 Wt,J IJ,,JJJ (Pr?Jtrt.,.-Address I 'I h b e> J.., \)~ ;J-4--,,J 72-D4-0 lvA-rt:LJ--r;J,c.ir1~Ci'· ~L--"::. .64-~ CA--q-i- You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special · Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes: The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. {over) -• .. ' 7 • • .. Ciirlsbad 032367 September 6, 2003 l5PEC.IAL INSP.E.C::rt.O.N .PROGRAM . ADDRESS OR LEGAL DESCRIPTION:. 1966 Olivenhain Rd __________ _ PLAN CHECK NUMBER: 03-2367 OWNER'S NAMI:: a..,J~AA..J \µA~"P,Yfi-a..,c_:;-______ I, as the owner, or agent of the owner (contractors _may not employ the special inspector), certify that I, or the ar hitect/engineer of record, will be responsible for employing the special inspector(s requir n form Building Code (UBC) Section 1701.1 for the construction proje ite liste above. UBC Section 106.3.5. I, as the engineer/architect ofrecord, certify that I have pr.epared the following special insp~ction program as required by UBC Section 106.3.5 for the .constrtiction project located at the site listed above._ 1. List of work requiring special inspectiom D Soils Compliance Prior to Foundation Inspection D .structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified D Field Welding D High Strength Bolting ~Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other ------ 2. Name(s} of individual(s} c;>r firm(s}. responsible for the ~pecial inspections listed above: 3. Duties of the special inspectors for the work .listed above: A. f(/ea.;ave ~ 8/ c/v-tjl/ /2d/e ,I o/,k,n,e!Pr lfld~J'~ )C/k /( o-~o4 B. . ~ Ml'Jcf-(,V'{ ~/~ of1 o/~Z C . Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 032367 September 6, 2003 ~ALUATION AND PLAN CHECK FEE . JU Rf SDICTION: Carlsbad PLAN CHECK NO.: 032367 PREPARED BY: Abe Poliente DATE: September 6, 2003 BUILDING ADDRESS: 1966 Olivenhain Road BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING AR~A Valuation Reg. VALUE ($) PORTION (Sq.Ft.) Multiplier Mod. T.I. 8280 269,670 Addition 362 . Air Conditioning .. Fire Sprin_klers TOTAL VALUE 269,670 Jurisdiction Code cb By Ordinance Bldg~ Permit Fee by Ordinance :'!' I -1· $1,070.161 Plan Check Fee by Ordinance ;~ ·1 $695.601 Type of Review: 0 Comelete Review D Struct\.]ral Only O.Repetitive Fee J -~ j Repeats D Other D Hourly I . I Hour * Esgll Plan Review Fee $599.291 Comments: Sheet 1 of 1 macvalue.doc <I, _ _:_,_ ___ ,----:~.---,-~=-.•.·. -- -----=" -··.--.----.-- ---, --------~----Pl-A~N·INC-/ENCl·NeERINC-A-PPR-oVAC-5 PERMITNUMsER1:11·-'>~67 DATE fJ/~---···· ADDRESS -r~~b:::.__~· ·....£-!../,_,IA ___ J,__.,,_. ,. _____ .,.;._y_· _· ~~~-' -------- RESIDENTIAL RESIDENTIAL ADDITION MINOR .___ __ -DJ~~ (<$10,000.00) ____ -----------.. -- CARLSBAD COMPANY STORES · VILLAGE FAIRE- COMPLETE OFFICE BUILDING OTHER ------------------------ oocsJMisformstPlanning Engineering Approvals ·carlsbad Fire Department 032367 1635 Faraday Ave. ·Carlsbad, CA 92008 Fire Prevention Plan Review Requirements Category: Building Plan Reviewed by: )4:24660 Date of Report: _0_91_0_41_20_0_3 _________ _ Name: S.D. Office Interior Address: 4863 Shawline St City, State: San Diego CA 92111 Plan Checker: Job #: 032367 ------- Job Name: Olivenhain Municipal Bldg #: CB032367 ----------------~- Job Address: 1966 Olivenhain Rd Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 032367 2nd FD File# 3rd Other Agency ID . =·.:) .. ·. ! ~ ~ < .yrl:.... . . I• . .· ... . . .. .. # ••• . . : . · BQ.OE.LNE ~<Wl·· ·: · :_: ·. :· · .. · ... fLQPB.·Y)O;I.QAD · . . ·.· . . . .. . · ... , · · . · :_.·. -sLt;,PiN~ .. -< , .... ii/.·L~·t·,i:<·.·.; ._ ,~ci~:·:·. · ... ·./. : . .a ps~ ... , ... · .. · :f12~·-e -~lt-L ~~ .. . .F~T-· : . ·:. . ?,o.. ~--...... ; . : . '.: . :-·· .. ' .BAL~N-Y _. ·: .. . · eo ~F (U.o.~.) · · .. $ 0 e of P< ¼ .. . , . . . .· . . .. . . . ,. : . :· . e:xlrWAJJQNAY .... 100. 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Rev: 510300 tiSer: KW..:.0601355, Ver 5.1.3, 22-Jun-1,99, Win32 (cl 1983-99 ENERCALC Description RB1 ~\ Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 8:32AM, 19 AUG 03 s Page 1 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Sectio Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL ST Start Location End Location Summary #1 0.400 0.400 20.00 ft 0.00 ft 0.00 ft 0.00 ft· Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W10X33 section, pan = 20.00ft, Fy = 36.0ksi _ End Fixity= Pinned-Pinn~d, Lu = 0.00ft, LDF = 1.000 · Actual Moment fb : Bending Stress fb/Fb Shear fv·: Shear Stresi fv/Fv I Force & Stress Summary 41.649 k-ft 1 14.303 ksi 0.602: 1 8.330 k , 2.952ksi 0,205: 1 Allowable 69.188 k-ft · 23.760 k!li 40.632 k 14.400 ksi Fy Load Duration Factor Elastic Modulus #5, #6 36.00ksi 1.00 29,000.0 ksi '#7 k/ft k/ft k/ft ft ft . Beam OK Static Load Case Governs Stress Max., Deflection Length/DL Defl Length/(DL+LL Defl) -0.608 in 759.1 : 1 394.6: 1 «--These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Ms1Ximurn ~ ~-Qeoter @ Q§!nter @ Cants . @ Cants Max.'M+ 41.65 k-ft 21.65 41.65 k-ft Max. M-k-ft Max. M@ Left k-ft Max. M @ Right k-ft Shear @ ,Left 8.33k 4.33 8.33 k Shear @ Right 8.33k 4.33 8.33 k Center Defl. -0.608in -0.316 -0.608 .. '·0.608 0.000 0.000 in Left Cant Defl o.oooin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def! 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 8.33 4.33 8.33 8.33 k Reaction,@ Rt 8.33 4.33 8.33 8.33 k Fa calc'd per 1.~·1, K*Ur < Cc [ Section Properties W10X33 Depth 9.730in Weight 32.98 #/ft r-xx 4.184 in · Width 7.960in I-xx 170.00 in4 r-yy 1.941 in Web Thick 0.290in 1-yy 36.60 in4 Rt 2.140 in Flange Thickness 0A35in S-xx 34.943 in3 Area, 9.71 in2 S-yy 9.196 in3 ·I I I- . \, . '- / .! \ :Rmax = 8.329 k Vmax@ left= 8.329 k · 20.00 ft Mmax = 41. 64 k-ft Dmax = -0. 6082 .in L :Rmax = 8.329 k Vmax@ rt= 8.329 k ' / To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description : Scope: Job# Date: 8:35AM, 19 AUG 03 7 Rev: s10300 User: KW-O601355, Ver 5.1.3, 22-Jun-1999, Win32 . -{c) 1983-99 EN;ERCALC Steel Beam Design Page 1 Description RB2 ·General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Sectlo Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads Pinned-Pinned Bm Wt.. Added to Loa\:fs LL & ST Act Together Fy Load Duration ·Factor Elastic Modulus 36.00ksi 1.00 29,000.0 ksi #1 0.400 0.400 #2 #3 #4 #5 ·. #6 #7 DL LL ST Start Location End -Location . Point Loads -4.000 19.000 k/ft k/ft k/ft ft ft. #2 #3 #4 #5 #6 #7 Dead Load Live Load Short Term Location S1,1mrnary -4.000 i k ~. k k ft Using: W10X33 section, Span= 19.00ft, Fy = 36,0ksi, Left Cant. =-4.00ft, Right Cant.= 0.00ft End Fixity = Pinned-Pinned, Lu = 4.00ft, LDF = 1.000 Beam OK Static Load Case Governs Stress Moment · fb : Bending Stress fb/Fb Shear fv : Shear Stres~ fv/Fv I Force & Stress Summary Max.M+ Max. M- Max. M@ Left Max. M @ Right Shear@ Left Shear @ Right Center Def!. Left Cant Deft Right Cant Defl ... Query Def! @ Reaction @ Left Reaction@ Rt Maxfrnum. 40.22 k-ft 11.64 k 6.81 k -0.331 in 0.257in 0.000 in 0.000 ft 21.75 6.81 Fa calc'd per 1.5-1, K*LJr < Cc [ Section Properties W1 OX:33 Depth Width Web Thick Flange Thickness Area 9.730in 7.960in 0.290 in 0.435in 9.71 in2 Actual Allowable 40:224 k-ft 69.188 k-ft Max. Deflection Length/DL Def! Length/{DL+LL Def!) -0.331 in 1,902.9: 1 374.1 : 1 13.813 ksi 23.760 ksi 0.581 : 1 11.644 k 4.127 ksi. 0.287: 1 DL _.Qn&._ 10.44 -21.02 -21.02 6.08 3.01 -0.096 -0.050 0.000 0.000 11.34 3.01 Weight I-xx 1-yy S-xx S-yy 40.632 k 14.400 ksi «--These columns are Dead + Live Load placed as noted --» L.L . LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 27.81 4.60 k-ft -21.02 -40.22 k-ft -21.02 -40.22 . k-ft 9.02 6.81 -0.331 0.109 .0.000 0.000 15.14 6.81 -0.331 0.109 0.000 0.000 15.14 6.81 32.98 #/ft 170.00 in4 36.60 in4 34.943 in3 9.196 in3 11.64 2.00 0.095 -0:257 0.000 0.000 17.95 2.00 r-xx r-yy Rt k-ft k . k 0.095 in -0.257 in 0.000 in 0.000 in 17.95 k 2.00 k 4.184 in 1.941 in 2.140 in I • I / - 0 . 80 ~/ft i i i i i i i i i i i i i i i i i i i i i i i i i i i r i i i. i i i i i i i i i i i i i i i i 0 . 80 k/ft Mmax@ left= 40.22 k-ft Rmax = 21.752 k VXnax@ left= 11.644 k . . Defl@ left end= -0.2566 in Mmax = 40,22 k-ft Dmax = -0. 3_309 in Rmax = 6.806 k Vmax@ rt= 6.806 k / To specify your title block on these flve lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. ·Rev: 510300 User: KW-060135?, Ver 5.1.3, 22-Jun-1999, Win32 (cl 1983-99 ENERCALC Description RB2 "Gb-Z. . Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 8:38AM, 19 AUG 03 Page General lnformatio Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Sectlo Fy Pinned-Pinned Load Duration Factor Elastic Modulus ·35.ooksi 1.00 29,000.0 ksi Center Span Left Cant. Bm Wt. ·Added to Loads LL & ST Act Together Right Cant Lu : Unbraced Length I Distrib~ted Loads #1 DL Q.400 LL ST Start Location -4.000 End Location 19.000 / Point Loads Dead Lbad Live Load Short Term Location Summary #1~ 4. 90 4.0, -4.000 #2 0.400 -4.000 #2 #3 #4 #5: #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft #6 #7 k ,___ k k ft Beam OK Static Load Case Governs Stress Using: W1 OX33 section, Span = 19.00ft, Fy = 36.0ksi, Left Cant. = 4.00ft, Right Cant. = 0.00ft End Fixity= Pinned-Pinned, Lu = 4.00ft, LDF = 1.000 Moment fb : B~nding Stress fb/Fb Shear fv : Shear Stres~ fv/Fv I Force & Stress Summary Maximum Max. M + 40.22k-ft Max. M· Max. M@ Left Max. M @ Right Shear@ Left Shear @ Right Center Defl. Left Cant Deft Right Cant Defl ... Query IJefl @ Reaction @ Left Reaction @ Rt 11.64 k 3.01 k -0.096in 0.257In 0.000 in 0.000ft 17.95 3.01 Fa calc'd per 1.5-1, K*LJr < Cc [ Section Properties W1 0X33 Depth . Width 9.730in 7.960in 0.290in 0.435 in Actual 40.224 k-ft . 13.813 ksi 0.581 : 1 1·1.644k 4.127 ksi. 0.287: 1 DL ~ 10:44 -21.02 -21.02 6.08 3.01 -0.096 -6.050 0.000 0.000 1~.34 3.01 Web Thick Flange Thickness Area 9.71 in2 Weight I-xx 1-yy S~xx S-yy Allowable. 69,188 k-ft 23.760 ksi 40.632 k 14.400 ksi Max. Deflection Length/bl Oefi Length/{DL+LL Defi) 0.257 in 1,902.9: 1 374.1 : 1 «--these columns are Dead + Live Load placed as noted --» LL LL+ST LL LL+ST @ Center @ Center . @ Cants @ Cants 10,44 4.60 k-ft -21.02 . -40.22 k-ft -21.02 -40.22 k-ft 6.08 3.01 -0.096 -0.050 0.000 O.OOQ 11.34 3.01 ·-0.096 -0.050 0.000 0.000 11.34 3.01 32.98 #/ft 170.00 in4 36.60 in4 34.943 in3 9.196 in3 11.64 2.00 0.095 -0.257 o.obo 0.000 17.95 2.00 ~-xx r-yy Rt k-ft k k 0.095 in -0.257 in 0.000 in 0.000 in 17.95 k 2.00 k 4.184 ih 1.941 in 2.140 in I I I • . /-., 0·40 k/ft iii iii iii iii iii i +ii iii iii ii+ i + i +ii+ iii iii iii iii 0 ·40 k/ft 0.40 k/f~ l iii iii ii 0.40 k/ft l \ .. 4.00 ft ! I ______ 19._oo_ft--'-------1 .' Mmax = 40.22 k-ft Mmax @ left = 40. 22 k-ft. Rrnax = 17.952 k Vmax@ left= 11.644 k Defl@ left end= -0.2566 in Dmax = -0. 0963 in · Rrnax = 3.006 k Vmax@ rt= 3.006 k ; To specify you~ title block on these five lilies, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev, 510300 User: KW-0601355, Ver 5, 1. 3, 22-Jun-1999, Win32 . le) ·1983-99 ~ Description COLUMN C1 \ Title: Job# Dsgnr: Date: 8:55AM, 19 AUG 03 Description : t I Scope: Steel Column Page General Information . Calcuiatlons are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section Column Height End Fixity TS4X4X3/16 9.500 ft Pin-Pin Live & Short Term Loads Combined I Loads Axial Load ... Dead Load Live·Load Short Term Load 11.50 k 16.00 k 'k Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 36.oo ksi 1.330 29,000.00 ksi 9.500 ft 9.500 ft Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments X-X Sidesway: Y-Y Sidesway: Kxx Kyy in in Restrained Restrained 1.000 1.000 Summary· Column Design OK Section : TS4X4X3/16, Height = 9.50ft, Axial Loads: DL = 11.50, LL= 16.00, ST = 0.00k, Ecc. = 0.00Oin Unbra~!3(l Lengths: ~ = 9.50ft, Y-Y = 9.50ft · Combined Stress Ratios\ _Qfil!Q_ · ..JJllL · DL + LL AISC Formula H1 -1 0.2592 · 0.3606 0.6197 DL ± ST ± (LL if Chosen) 0.4660 AISC Formula H1 • 2 AISC Formula H1 • 3 XX Axis : Fa calc'd per 1.5-1, K*lJr < Cc YY Axis : Fa calc'd per 1.5-1, K*lJr < Cc [stresses Allowable & Actual Stresses Fa : Allowable fa :.Actual Fb:xx.: AIIOVlf'. [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual I Analysis Value~ · F'ex: DL+LL F'ey: DL+LL F'ex : DL+LL+ST F'ey : DL+LL+ST 27,337 psi 27,337 psi 36,358 psi 36,358 psi 0.1922 0.2674 0.4596 0.3456 ~ 16.02 ksi 4.15 ksl 23.76 ksi 0.00 ksi 23.76 ksi o.oo ksi ~ 16.02 ksi 5.78 ksi 23.76 ksi 0.00 ksi 23.76 ksi o.oo ksl . Cm:x DL+LL Cm:y DL+LL Cm:x DL+LL+ST 0.60 0:60 0.60 Cm:y DL+LL+ST 0.60 DL+lL 16.02 ksi 9.93 ksi DL + Short 23.76 ksi 0.00 ksi 23.76 ksi ·o.oo ksi Cb:x DL+LL Cb:y DL+LL Cb:x DL+LL+ST Cb:y DL+LL+ST 21.31 ksi 9.93 ksi 31.60 ksi 0.00 ksi · 31.60 ksi o.oo ksi 1.75 1.75 1.75 1.75 Max X·X Axis Deflection 0.000in at 0.000 ft Max Y-Y Axis Deflection 0.000in at 0.000 ft I $ection· Properties Depth Width Thickness TS4X4X~/16 4.00in 4.000 in 0.188 in Wei9ht Area 9.41 #/ft 2.77 in2 I-xx 6.59in4' I-yy 6.59in4 S-xx 3.295in3 S-yy 3.295in3 r-xx 1.542in r-yy 1.542in • • • Axial DL = 11.50k Axial LL= 16.00k Axial ST= O.OOk 9.50 ft X /2. y 8 X y Title,: Job# To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page . Dsgnr: Date: 9:01AM, 19 AUG 03 Description : Scope: 13 . Rav: S10300 User: KW-0601355, Ver 5.1.3, 22-J -9, Win32 Steel Column Page (cl_ 1983-9,9 ENERCALC Description General Information Calcuiatlons are designed to AISC 9th Edition ASD and 1997 UBC Requirements P3STD CoJurnn Height 9.500 ft End Fixity Pin-Pin Live & Short Term Loads Cqmbined I Loads Axial Load ... Dead Load Live Loa.d Short Term Load 4.00 k 4.00 k k Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 36.00 ksi 1.330 29,000:00 ksi 9.500 ,ft 9.500 ft ·Ecc. for X·X Axis, Moments Ecc. for Y-Y Axis Moments X-X Sidesway : Y-Y Sidesway: Kxx Kyy in in Restrained Restrained . 1.000 1.000 Summary Column Design OK Section : P3STD, H~g~t = 9.50ft, Axial Loads: DL = Unbraced'Lengths: X~ = 9.50ft, Y-Y = 9.50ft 4.00, LL= 4.00, ST:;: 0.00k, Ecc. = 0.000in Combin!3(1 Stress Ratios\ ~ DL+LL 0.2711 0.1661 DL ± ST ± (LL if Chosen) 0.2038 AISC Formula H1 • 1 AISC Formula H1 • 2 AISC Formula H1 • 3 XX Axis : Fa cafo'd per 1.5-1, K*Ur < Cc YY Axis : Fa calc'd per 1.5-1, K*Ur < Cc I-Stresses Allowable & Actual Stresses Fa : Allowable fa: Actual Fb:xx: Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual I Analysis Values F'ex: DL+LL F'ey: DL+LL F'ex: DL+LL+ST F'ey : DL+LL+ST 15,561 psi 15,561 psi 20,696 psi 20,696 psi 0.1355 ~ 13.23 ksi ,1.79 ksi 23.76 ksi o.oo ksi 23.76 ksl o.oo ksi 0.1355 '~ 13.23 ksi 1.79 ksl 23.76 ksi o.oo ksi. 23.76 ksi o.oo ksi Cm:x DL+LL 0.60 Cm:y DL+LL 0.60 Cm:x Dt+LL+ST 0.60 Cm:y DL+LL+ST 0.60 0.1249 DL+LL 13.23 ksi 3.59 ksi DL+Short 23.76 ksi 0.00 ksi 23.76 ksi o.oo ksi Cb:x DL+LL Cb:y DL+LL Cb:x DL+LL+ST · Cb:y DL+LL+ST 17.60 ksi 3.59 ksi 31.60 ksi 0.00 ksi 31.60 ksi 0.00 ksi 1.75 1.75 1.75 1.75 Max X-X Axis' Deflection 0.000in at 0.000ft Mai<Y-Y Axis-Deflection 0.000in at 0.000 ft • • • I Sectic~,n Properties P3STD Diamel • 3.50 in Thickness 0.216 in . Weight Area 7.57 #lft. 2.23 in2 I-xx 1-yy S-xx S-yy r-xx r-yy 3.02in4 3.02in4 1.726in3 1.726in3 .1.164 in f.164in . ... . kA.. p;: ~L ,b.,_ t4 A L. y.s I s. . (?_, \ s \ b /Ly b \..-D b L \ . 1., o iJ G 1 1 i.-i c e.N.t:. L :c, , r,z.-.w"/ 1 Q JJ oN L ( . . \ . ~1(2.-L}G'furZ--e A~.::::. 4o'xss ~ t'/1-oo. ~- V-=rz-s C.a I. W .. te-. . . jc, ~ t.-1 • s . · Ca ':.-, 4 t..f (/Va.) . . Na~ I V :: C'.?; • ~ )( , 4'1 )( I ) , .l ::: , 'l-~ vJ/(_ =: , 11 z, tjJ --\~ ( . V" . '--( --\ . ~~ ..... . . . P=-C-t::C-t,./,!> ::L . ~((?~bX-67)(/~3)(1)-:-IJ P'5F (:fab ~ )(l!_j.' )( I Q ~ /7 I 'C> +f -~ z; ~ ·. W-= . (? 3 P-'f )( '2,,'i,oO) -+ ( Lf ,S) ("?o P.sf )( ss1-.ss '+n '-+'fo') -=-cs~boO + f 'f::,~ooo)(.r11J ::.//•$ .JL- L, \J~ ~ . _) \v& /5:,r; -=i-~3, rLF J~ &J C?f· tv1 =-~36· X q) ( 9) · =-/ 9. z ' Jv- tZ-rt = \..'L.J )( f) f (_'1 )(µ) .:(? 6 'f )(e,''j /2, ~ I._, . ; ,---:::-:3 0 '9 * . , . Js~ ft TT If:.. w/% '-'~ X s'Yrlt{:/)/A-&IV1 1'H#A-0¢0 (ufD A.Ji vH e)1L w se:-r ef oY-j /Uo f-.lo(sz,-i;). /,1.~G-6 L--:-/ o '+·! 1' f ~ I I go'° ..L '?,, 7 --;.. ,z,; g ft,F . \ . . . 2- i.Jsc-\AJo m tJ' f. r1 ~ L J_, /fl!/ X /1' X 1) =-/1. ~ 1 ,,,_ ~-r'f ~ ~1)(iJ)fC,)(~)(1.;J/1;::. '2.-/,(,' L ~/\,/.5~·7,//Ert-f f'/Z-$VtDG . . · H 7Tl6 ~/ ~ -'tf xs''u~c-O/f6,JT _ o ~1 .?t-¥, ~c:,y y w / £c r· v=-//· cg/4 =-sl1 k..-~ ti ci,,J '-t1 J-~L--~ 1-,-1;-,.;, rtt~ l .::. fl ' -_ J/~.,,,)Cl~J) = e ~ t:t ~ -L2- )) :. ~ \~)/, :--13 · PJZ t:,'}G. FoL o-1 u -c.,X\itX.}1.-6) --- trJ A-L-t... _ ~ /o S #-EA ,t..... Je..-e I t.J f"o ~Efa1 E, 1-J T , t lt-..W: 2 .s,oc/iq ~ ·310 PLF Use-[![j Alo ·l-foL-DOW~ ~(9,b . . ~ ~) 518 tp XS\' ·(l-oDS vi/ ~1c;, . /c13EJ 1'1~ S?-71 . ! . ,. : ... ' . . \ ! . ... . . . . . ' ---. . . \ . . ' / , / ... ,;f-,, . . • 1· ' _,f?Wf-LL-=:: ,3$ lJ f r:.: (, s )( ,3g) = Z i P&f <!trt<F 14,s)~ J3o# · · · .-fQ!1 Xi.-, u) = /~a F-l-F · e 1,:/5 II r= !:So/ . -~ Z,/7_~·/ . 7,7-01 . 1/J a 1~ ... ,tJ I,, C;-:.. ~so #. . J 13~ e,[3 ,,?6,,-v'67#.::; 7 Cfo, qA,, =-~2,0 ft:: r~t/106' 1 '2-X-t, Slt-Ae-E 6 2..-<-r'O.,c.. . VS 6-~:lie.. -ro ~ e> F · L/1 .u .wt+11 ti .S G-<:..Y) I b ,/ l""iA-Z '--J . fJ1t..lH,-e To · 131-,4 fL.a:,e-fl L.l,. / w ~'P~tJ sf O' · L.1--:: 12-.s · ~sf o t. .::. :1 s .e.s ~ TL~ \4:0 PSf M ~ (J.Lfo~/,s3)(yc)~ ~ ~3j?;.,. S:x :: c:z _J'.3 t-)C ,y j,250~ ~1 t""'l . . \ -. . . . ' ·, UsG u ,~~I~ "'_'o -c.... . I . c; t+ £,C-t.--~, W / t;x 1--4 S'1 eE L &.Ji · .SL,Df~ tf.-#1' (-. . r,.,J/+-t I j-r 'l/ /,,. f-t-ft. . . W.04-~ .(C/v~X 2.3-f''f ).; C/0X1~ · +a..sJC.s) = '-l'-1.i r1..f tJL-t-~ (J~s) (9 + l.er, ~)(i-e) -:::. _ ft s fl-F ., ·fx.._&> .-. vJ 1'1..--x--i.-b. ~ K _ o L._ ~ c.o,-<f <.i-r(i:y(.__ c...A--L-Ls V ~ ' . V l~I I (!J .. •'i ,,, ___._----4__,_:_~"'...:.._· ~ I 9 • .... .... ,4. ' C ' :.i I .. • ' . .... ~ · .... · ,' :~ .. . . . . .. [ MEI ... '' I O .. 'I, ., . . ·-· ' ,J-EH' ~ •• · -~ . ' • . QI .. . . .. .... : .. ,A'• • • Gd C -[]!] -----11&1°"'1'1ALL -------CD:::ica_.. ALCIHCiCOIIIIW~'IYI'"- p N&I HALL J0Cli6 TO EXl6TNci HALL · -'V \ '\ To specify your title block on these five lines, use the SETTINGS. selection on the main menu and enter your title block information will be printed on each page. Rev: 510300 Usei:-: KW-0601355, Ver 5.1.3, 22-Jun-1999, Win32 (e) 1983-99 ~CALC . • Title: Job# Dsgnr: Date: 3:42PM, 19 AUG 03 Description : Scope: General Timber Beam Page Description 1\) £i:-w .:::SC>l& \ s -A\ ~~~ f-LL f· N e...,. · v0· o wL--(,Z.-..::::-o . . General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 1:5ooin 11.250 in Sawn 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir -Larch, No.2 Fb Base Allow FvAllow FcAllow E 10.00ft ..... Lu ft ....• Lu ft ...... Lu 900.0psi 95.0psi 625.0psi 1,600.0k~i I Full Lengh Unifori:n Loads I Center Left Cantilever Righf Cantilever DL DL DL 20.00 #/ft #/ft #/ft LL LL LL -166.00 #/ft #/ft #/ft Summary · I\ · Span= 10.00ft, Beam W1(jth = 1.500in x Depth= 11.25in, Ends are Pin~Pin Max Stress Ratio 0;980 : 1 Maximum Moment 2.3 k-ft Allowable. 2.4 k-ft Max. Positive Moment 2.32 k-ft at Max. Negative Moment 0.00 k-ft at Max @ Left Support 0.00 'k-ft Max @ Right Support 0.00 k-ft Max. Mallow 2:37 fb 881.78psi fv 82.67psi Fb. 900.00psi Fv 95.00psi_ Maximum Shear * 1.5 Allowable 5.000 ft Shear: @ Left · 0.000ft @ Right Camber: @ Left @_Center Reactions ... @ Right Left DL 0.10 k Max RightDL 0.10 k Max - I Deflections Center Span ... O!U\d Load TQtal !.,Qad Left Cantilever .. ; Deag Los1,g Deflection ... Location ... Length/Deft I Stress Cales Bending Analysis Ck 34.195 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area R~uired Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction · 1 Query Values · -0.016in 5.000ft 7,593.9 0.000 ft 0.000 Max MQment 2.32 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.39 k 14.684 in2 · 95.00 psi 0.93 k 0.93 k M, V, & D@ Specified Locations @ Center Span ~ocation = 0.90 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = -0.147 in Deflection, 0.000 in 5.000 ft ... Length/Defl 0.0 816.55 Right Cantilever ... -Deflection 0.000 in ... Length/Defl 0.0 Sxx 31.641 in3 Area 16.875 in2 Cl . 0.000 Sxx Req'g 31.00 in3 o.oo in3 o.oo in3 @ Right Support 1.39 k 14.684in2 95.QO psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft o.oci k-ft 0.00 k-ft Allowablefb 900.90 psi 900.00 psi 900.00 psi -0.992 in 0.992 in Shear· 0.93 k 0.00 k 0.00 k 0.00 ft 0.00 ft 0.00 ft Beam Design. OK 1.4 k 1.6 k 0.93 k 0.93 k 0.000 in 0.024 in 0.000 in 0.93 k 0.93k Total Load 0.000 in 0.0 0.000 in 0.0 Deflection 0.0000 in 0.0000 in 0.0000 in • • • I ,, A l \ \ ~ = 0.929 k V:max@ left= 0.929 k / 10.00 ft Mmax = 2.32 -k-ft Dmax = -0.1469 in l Rmax = 0.929 k Vmax@ rt= 0.929 k ' '-To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information will be printed on each page. Title: Dsgnr: Description : Scope: Job# Date: 3:55PM, 19 AUG 03 y Rev: 510300 p User, KW-060135_5, Ver 5.1.3, 22-Jun-1999, Win32 _Steel Beam_ Design age (c) 1983-99 -= Description EX'G STEEL BM CHECK AT EX'G (2) STORY BLD'G - ~f'\-'"f'Q Surf> D ~ ~-'(Z.6-~ f'",C L.L-~ '-:'-I _o~\.<--~ a t1 General Information ~alculatlons are designed to AISC 9th Edition ASD and 1997 UBC Requlrem~nts Steel Section :. W12X26 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads - DL LL ST Start Location End Location Summa,y #1 0.440 0.815 20.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: Wf2X26 section, pan = 20.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stresf fv/Fv I Force & Stress Summary Actual 64;049 k-ft 1 23.020 ksi 0.969: 1 12.810 k 4.558 ksi 0.317: 1 Allowable 66.108 k-ft 23.760 ksi 40.473 k 14.400 ksi Fy Load Duration Factor Elastic Modulus . #5 . #6 36.00ksi 1.00 29,000.0ksi #7 k/ft k/ft k/ft ft ft . Beam OK Static Load Case Governs .§tress Max. Deflection Length/CL Defl Length/(DL+LL Defi) -0.779 in 846.4: 1 307.9: 1 «·· These columns are Dead + Live Load placed as noted ··» DL LL LL+ST LL LL+ST M~imum _QnJL ~ Qentec ~ Cen_ter ~ Q§nts @ Cant§l Max. M+ 64.05 k-ft 23.30 64.05 k-ft Max. M -k·ft Max. M@ Left k-ft Max. M @ Right k-ft Shear@ Left 12.81 k 4.66 12.81 k Shear @ Right 12.81 k 4.66 12.81 k Center Defl. -o,779ln ·0.284 ·0:779 ·0.779 0.000 0.000 in Left Cant Deft O.OOOin 0.000 0.000 0'.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Defl @ · 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 12.81 4.66 1-2.81 12.81 k Reaction·@ Rt 12.81 4.66 12.81 . 12.81 k "Fa calc'd per 1.5-1, K*Ur < Cc I section Properties . W12X26 Depth 12.220 in ·weight 25.98 #/ft r-xx 5.164 in Width 6.490in I-xx 204.00 in4 r-yy 1.504 in Web Thick 0.2301n 1-yy 17.30 in4 Rt 1.720 in Flange Thickness 0.380 in s-~ 33.388 in3 Area 7.65in2 S-yy 5.33-1 in3 I I -- I . . ~ < , I .. J \ Rmax = 12.809 k Vmax@ left= 12.809 k 20.00 ft Mmax = 64.04 k-ft Dmax = -0.7794 in s Rmax = 12.809 k · Vmax @ rt = 12 . .809 k -; I. To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description : · Job# Date: 4:00PM, 19 AUG 03 ' Rev: 510300 User: KW-0601355, Ver 5.1.3, 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Description Scope: Steel Column Page General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P3STD Column Height 9.000 ft End Fixity Pin-Pin Live & Short Term Loads Combined I Load~ Axial Load ... Dead Load Live Load Short Term Load 15.00 k 15.00 k k Fy Duration Factor Elastic: Modulus X-X Unbraced Y-Y Unbraced 36.00 ksi 1.330 29,000,00 ksi 9.000 ft 9.000 ft Ecc. for X·X Axis Moments Ecc. for Y·Y Axis Moments X·X Sidesway : Y-Y Sidesway: Kxx Kyy in in Restrained Restrained 1.000 1.000 .. Summary Column Design OK -Section : P3STD, H~i~ht = 9.00ft, Axial Loads: DL = 15.00, LL= 15;00, st= O.OOk, Ecc. = O.OOOin Unbraced Lengths: ~X = 9.00ft, Y-Y = 9.00ft ,__ Combin~ Stress Ratios-. · ~ .J,,iYL DL + LL DL + ST+ (LL if Chosen) AISC Formula H1 • 1 0.4850 0.4850 -0.9700 0.7294 1 AISG.Formula H1 ·2 / 0.3114 0.3114 0.6228 0.4683 AISC Formula H1 • 3 XX Axis : Fa calc'd per 1.5-1, K*Ur < Cc VY Axis: Fa calc'd per 1.5-1, K*Ur < Cc I Stresses Allowable & Actual Stresses Fa : Allowable fa: Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy: Allow [F3.1] fb : yy Actual I Analysis Values F'ex: DL+LL F'ey: DL+LL F'ex : DL+LL+ST F'ey : DL+LL+ST 17,338 psi 17,338 psi 23;060 psi 23,060 psi ~ 13.87 ksi ·6.73 ksi 23.76 ksi o.oo ksi 23.76 ksi o.oo ksi .J,,iYL 13.87 ksi 6.73 ksi 23.76 ksi 0.00 ksi 23.76 ksi 0.00 ksi Cm:x DL+LL 0.60 Gm:y DL+LL 0.60 Cm:x DL+LL+ST 0.60 Cm:y DL+LL+ST 0.60 DL+LL 13.87 ksi 13.45 ksi DL + Short 23.76 ksi o.oo ksi 23.76 ksi o.oo ksi Cb:x DL+LL Cb:y DL+LL Cb:x DL+LL+ST Cb:y DL+LL+ST 18.44 ksi 13.45 ksi 31.60 ksi 0.00 ksi 31.60 ksi o.oo ksi 1.75 1.75 1.75 1.75 Max X,X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection o.09oin at 0.000 ft I Section Properties P3STD Diame1 3.50 in Thickness -0.216 in Weight Area 7.57 #/ft 2.23 in2 I-xx 3.02in4 1-yy 3.02in4 S-xx 1.726in3 S-yy 1.726in3 r-xx 1.164 in r-yy 1.164in • • • • ·< Axial DL = 15.00k Axial LL= 15.00k Axial ST·= O.OOk 9.00 ft y X X y (2.e,c,F l,e,.Jt.D wi::, ,. • 17.-:./:,' ( zs) ,..,,..,...,. , e, w;,,.11 + t, )( \S) ( • '2-..S) ~T1,t... C\_ + Ci o ') c 1 ~ s) · /0~ '+\.\ W-411 ,;6oi,.& 6/1 + t.tt Xis.) ::: Yoo PLF ~rr,e.. 1,....'-- +(sX1 ,s) --\Co~·?'-f- 1· f o l r:. ·\.{ L ~ f'L1,.,:.. / r'-S'- . fot. ~ "'''' \.-, ........ ~ 8.is k_ ··---· ' To specify yot,Jr·title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information will be printed on each page. Rev: 510300 User: KW-:0601~~5, Ver 5.1.3, 22-Jun-1999, Win32 (cJ 1~83·99 ENERCALC Title: Dsgnr: ~escrlptlon : Scope: Steel Beam Design Description CHECK ADEQUACY OF EX'GW12X31 AT FLOOR LEVEL Job# Date: 8:39AM, 20 AUG 03 i Page 1 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X30 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 15.83 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL& ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft [pistributed Loads #1 #2 #3 DL 0.030 LL 0.125 ST Start Location End Location Point Loads Dead Load #1 #2 #3 8. 60 Live Load 9.800 Short Term Location 10.330 I Summary U~ing: W12X30 section, Span= 15.83ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres! . fv /Fv I Force & Stress Summary Maximum Max. M + 71.45 k·tt ·-Max. M • Max. M@ Left Max. M @ Right Shear@ Left Shear @·Right Center Def!. Left Cant.Deft Right Cant Defl ... Query Def! @ Reaction @ Left Reaction @ Rt 7.88k 13.51 k -0.374in O.OOOin 0.000 in 0.000 ft 7.88 13.51 Fa calc'd per 1.5-1, K*Ur < Cc I Section Properties W12X30 Depth Width Web Thick Flange Thickness Area 12.340in 6.520in 0.260in 0.440in 8.79in2 Actual 71.453 k-ft 22.228 ksi 0.936: 1 13.509 k 4.211 ksi 0.292: 1 DL ~ 32.76 3.48 6.12 -0.170 b.000 0.000 0.000 3.48 · 6.12 Weight I-xx 1-yy S0xx S-yy #4 #4 Allowable 76.376 k-ft 23.760 ksi 46.201 k 14.400 ksi #5. #5 #6 #7 k/ft k/ft k/ft ft ft #6 #7 '-,- k k k ft . Beam OK Static Load Case Governs Stress Max. Deflection Length/bl Deft Length/(DL+LL Defi) -0.374 in 1,116.1 : 1 507.3: 1 · «·· These columns are Dead + Live Load placed as noted ··» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 71.45 k-ft 7.88 13.51 -0.374 0.000 o.oob 0.000 7.88 13;51 ·0.374 0.000 0.000 0.000 7.88 13.51 29.86 #/ft 238.00 in4 ?0,30 in4 38.574 in3 6.227 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 5.203 in· 1.520 in 1.730 in I I I \G ... !~· \_ ~~15.83ft __ l~ Rmax = 7.876 k . Vrnax @ left = .7. 876 k / Mmax = 71.45 k-ft· Dma,x = -o.·3744 in Rmax = 13.509 k Vrnax @ rt = 13 .. 509 k . , . ' L.-~,1' . ,t-,::, ~ f-' u--101-:: ('s.Of~f J (& ) · + ~o )(~ J ~1'{1 t w~O t'A..-r11c.. 2--r-C"-X10) I ~ ~ 1~r v,J,+fl + (_/ 0)(10) +~' i \.$) + ~o :: Bco fLF ' W LL= ~of~F-A( 1--~) +Cs)( i) +~)(so f$F-) -::-170. FL..f \ N GI/\/ f-=..r1 . t :;,-/ ~ '. W O L., :; ' g y\ . WLA,;t::. ' S k__ j \ p:-e, u t-Jr.:>A'"'f lD;J . ?AD . f'= (:<l+·<fXJ;+lt)~ \'1..tL ~'E\;. -=-'2.,, '\ "'L . \' ,S . l \ J .S IE :i-d')< _3 ':._() '\ / 2 '\ W '--'f) ,if-4 f3 6•A 0 ~EFT t:::F · iv' ~M ·. P~ C.~i)(f>): 1-f ~ ~ L · CL/ ~)(J.1i)(1,.J)~ s L To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev: 510300 User: KW-0601355, Ver S.L3, 22-Jun-1999, Win32 _ (cl 1983-99 ENERCALC Description Title: · Dsgnr: Description : Scope: Steel Beam Design Job# Date: 9:25AM, 20 AUG 03 Page General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W12X35 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL ST Start LQCation End Location Summary #1 0.800 0.800 20.000 17.00 ft o:oo ft 2.00 ft 2,00 ft #2 Pinned-Pinned Bm Wt.Added to Loads . LL &.ST Act Together #3 #4 #5 Fy Load Duration Factor Elastic Modulus #6 36.00ksi 1:00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Using: W1'2X35 section, Span= 17.00ft, Fy; 36.0ksi, Left Cant.= 0.00ft, Right Cant.= 2.00ft End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 · · Beam OK Static load Case Governs ~tress Actual AUowable Moment fb : Bending-Stress fb/Fb 58.232 k-ft 90.288 k-ft i 15.324 ksi 23.760 ksi Max. Deflection Length/DL Def! Length/(DL+LL Def!) -0.365 in 682.4: 1 341.4: 1 Shear fv : Shear Stres! fv/Fv I Force & Stress Su~mary Maiimum Max. M+ 58.2~ k-ft Max. M • Max. M@ Left Max. M @ Right Shear@ Left 13:ao k Shear @ Right 14.09 k Center Deff. -0.36Sili Left·Cant Deft o.oooin Right Cant Defl 0.141 in ... Query Def! @ 0.000 ft Reaction @ Left 13.80 Reaction ·@ Rt 17.36 Fa calc'd per 1.5-1, K*Llr < Cc I Section Properties W12X35 Depth 12.500 in Width 6.560in- Web Thick 0.300in Flange Thickness . 0.520in Area 10.30in2 0.645: 1 14.090 k ·3.151 ksl 0.261 : 1 DL ~ 29.33 -1.67 -1;67 7.00 7.20 -0.184 0.000 0.070 0.000 7.00 8.87 Weight I-xx 1-yy S-xx S-yy 54.000 k 14.400 ksi .;<--These columns are Dead + Live Load placed as note<;! --» LL LL+ST LL LL+ST ~ Q!;lnter @ Q!;l[!t!;l[ ~ cants @ Qants 58.23 28.55 k-ft -1.67 -3.27 k-ft k-ft -1.67 -3.27 k-ft 13.80 6.91 k 14.00 7.29 k -0.365 -0.365 -0.178 -0.178 in 0.000 0.000 0.000 0.000 in 0.141 0.141 0.066 0.066 in 0.000 0.000 0.000 0.000 in 13.80 13.80 6.91 6.91 k 15.67 15.67 10.56 10.56 k 34.99 #/ft r-xx 5.260 in 285.00in4 r-yy 1.542 in 24.50 in4 Rt 1.740 in 45.600 in3 7.470 in3 I I I -l \ Rmax = 13'. 799 k Vmax@ left= 13.799 k 17.00 ft Mmax = 58.23 k-ft Dmax = -0.3654 in \3 Mmax@ right ='3.26 k-ft Rmax = 17.359 k Vmax@ rt= 14.089 k Defl@ right end= -0.1405 in ,, To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information will .be printed on each page. Rev: 510300 User: KW-0601355, Ver 5.1.3, 22-Jun-1999, Win32 (c) 1983-99 ENE!\~ Title: Dsgnr: Description : Scope: S~eef Beam Design Description la::::.N\@. \~ ~O V f=.t> Wp,..;. ~ Job# Date: 9:35AM, 20 AUG 03 \4 Page 1 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements · Steel Section : W1 0X22 Center Span Left Cant. Right Cant Lu : Unbraced Length I Di~tributed Loads · DL LL ST • Start Location End Location Summary #1 0.800 0.800 20.000 12.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W10X22 section, pan= 12.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinneg, Lu = 0.00ft, LDF = 1.000 · Actual· Moment fb : Bending Stress fb/Fb Shear fv : Shear Strese fv/Fv I Force ~ Stress Summary 29.197 k-ft i 15.098 ksi 0.6~5: 1 9.732 k 3.987 ksl 0.277: 1 Allowable 45.947 k-ft 23.760 ksi 35.148 k 14.400 ksi Fy 36.00ksi Load Duration Factor 1 .oo Elastic Modulus .29,000.0 ksi #5,· #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Lenglh/DL Defl Length/(DL+LL Defl) ~ -0.221 in. 1,284.8: 1 651.2: 1 <<·-These columns are Dead + Live Load placed as noted -·>> DL LL· LL+ST LL LL+ST Maximum ~ ~ Qentec @ Qenter @ _Cant12 @ Cants Max.M+ 29.20 k-ft 14.80 29.20 k-ft Max. M-k-ft Max. M@ Left k-ft Max. M @ Right k-ft Shear@ Left 9.73k 4.93 9.73 k Shear @ Right 9.73k 4.93 9.73 k Center Defl. -0.221 in -0.112 -0.221 -0.221 . 0.000 0.000 in Left Cant Def! O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 9.73 4.93 9.73 9.73 k Reaction· @ Rt 9.73 4.93 9.73 9.73 k Fa. calc'd per 1.5-1, K*Ur < Cc I Section Properties W10X22 Depth 10.170in Weight 22.04 #/ft r-xx 4.264 in Width 5.750in I-xx 118.00 in4 r-yy 1.325 in Web Thick 0.240in 1-yy 11.40 in4 Rt 1.510 in Flange Thickness · 0.360in S-xx 23.206 in3 Area 6.49in2 S-yy 3.965 in3 • • • i Rmax = 9. 732 k . Vmax@ left= 9.732 k 12.00 ft Mmax = 29.19 k-ft Dmax = ~0.2211 in \5 ! - Rmax = 9.732_ k Vrnax@ rt= 9.732 k ' , . . ~ C? \l-e..Hov€:O VIA·LL \N o fft~ \Z:0 :z:\ CJP '-::: (Ji_ )(3o f s F-) T(I v Xt o) + I oo + l<>-o -==' GL\s¥,/. · . . /( · uJ L,1., -=-._ 0.::i-) ( ?.3) + I o o ':: 4 o,z:, f' Lf ' -. Us~ w,gx13 <..Sr1.-~r1 .\ l (p t • To specify your title block on Title: Dsgnr: Job# Date: 10:24AM, 20 AUG 03 these five lines, use the SETTINGS selection on the main menu and enter yourtitle block information will be printed on each page. Description : 17 ~cope: Rev: 510300 User: KW-0601355, Ver 5.1.3, 22-Jun-1999, Win32. Steel Beam Des_ ign ,(c) 1983-99 EljBRCALC Page 1 Description STEEL BM REPLACING WALL AT OFFICE .RM 202 <:;eneral 1nrormation Cal~ulatlons are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W8X18 Center Span Left Cant. Right Cant Lu : Uri braced Length I Distributed Loads DL LL ST Start Location End Location I Summary #1 0.650 Q.400 I 12.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned-Pinned Bm Wt. Adcled to Loads LL & ST Act Together #3 #4 Using: W8X18 section,' an= 12.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinn ,d, Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stresf fv/Fv I Force & Stress Summary Actual 19.222 k-ft 1 1s.155 ksi 0.638: 1 6.407 k 3.422 ksi 0.238: 1 Allowable 30.114 k-ft 23.760 ksi 26.960 k 14.400 ksi Fy Load Duration Factor Elastic Modulus #5 #6 36.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL+LL Defi) -0.278 in 829.6: 1 518.8: 1 <<·· These columns are Dead + Live Load placed as noted -->> DL L.L LL+ST LL LL+ST Maiimum ...Qnl¥.:. ~ Qenter ~ Qenter @ Cant:;i ~ Qant:;i Max.M+ 19.22 k-ft 12:02 19.22 k-ft Max. M-k-ft Max. M@ Left k-ft _ Max. M @ RighJ k-ft Shear@ Left 6.41 k 4.01 6.41 k Shear. @ Right 6.41 k 4.01 6.41 k Center Defl. -0.278in -0.174 -0.278 -0.278 0.000 0.000 in Left Cant Deft, O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant D"efl ·0.000 in 0.000 ·o.ooo 0.000 0.000 0.000 in ... Query (?efl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.41 4.01 6.41 6.41 k Reaction @ Rt 6.41 4.01 6.41 6.41 k Fa calc'dper 1.5-1, K*LJr < Cc I $ection Properties W8X18 Depth 8.140in Weight 17.87 #/ft MOC 3.430 in Width 5.250in I-xx 61.'90 in4 r-yy 1.231 in Web Thick 0.230in 1-yy 7.97 in4 Rt 1.390 in Flange Thickness Q.330_in s-xx 15.209 in3 Area 5.26in2 S-yy 3.036 in3 I • I l \ Rmax = 6.407 k Vmax ·@ left = 6. 4·07 k . 12.00 ft Mmax = 19.22 k-ft Dmax = -0.2775 in Rmax = 6.407 k Vrnax@ rt= 6.407 k ~+ttC b(b · W l~~~.s · 'o1L ,f-lfc-bt f L..oD~\ . _ L--;:..-~Lf ~G '' To ~pecify your title blQck on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. 'title: Dsgnr: Description : Scope: Rev: 510300 User: KW-0601355, Var 5.1.3, 22oJun-1999, Win32 Steel Beam Design {cl 1983-99 ENERCALC Job# Date: 10:57AM, 20 AUG 03 Page 1 Description CHECK EX'G (W) 18X85 FOR ADDITIONAL POINT LOAD FROM W 8X18 Gen~ral Information Calculations are designed to AISC 9th Edition ~SD and 1997 UBC Requirements Steel Section : W18X86 . CenterSp!!.n Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL .ST Start Location End Location Point Lo~ds Dead Load Live Load Short Term Location Summary #1 #1 0.210 - 0.700 8. 00 5.40.0 12.250 I 24.50 ft 0.00 ft 0.00 ft 0.00 ft #2 #2 10.200 6.000 3.500 Pinned-Pinned Bm Wt. Added to L9ads LL & ST Act Together #3 #4 #3 #4 Using: W18X86 section, Span = 24.50ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1-.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear StresE fv/Fv I Force & Stres~ Summary Actual 190.051 k-ft 13.706 ksi o.sn :1 33.186 k 3.760 ksi- 0.261 : 1 Allowable 329.462 k-ft 23.760 ksi 127.112k 14.400 ksi #5 #5 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 #7 k/ft k/ft k/ft ft ft #6 #7 k k ·k ft Beam OK Static Load Case Governs Stress Max. Deflection . Length/DL Defl Length/{DL+LL Defi) -0.432 in 1,399.7: 1 680.1 : 1 «--These columns are Dead + Live Load placed as noted --» DL. LL LL+ST LL LL+ST Mai!imvm ...Qn!L ~ Qeater @ Qenter @ Qants @ Q§nts Max.M+ 190.05 k-ft 93.95 190.05 k-ft Max. M-k-ft Max. M@ Left k-ft Max. M @ Right k-tt Shear@ Left 3;3.19 k 16.77 33.19 k Shear @ Right 21.61 k 9.48 21.61 k CE1nter Defl. -0.432in -0.210 -0.432 -0.432 0.000 0.000 in Left.Cant Defl 0.0OOin 0.000 0.000 . 0.000 0.000 0,000 in .Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 33.19 16.77 33.19 33.19 k Reaction @ Rt 21.61 9.48 21.61 21.61 k Fa calc'd per 1.5-1, K*Ur < Cc I Section Properties W18X86 Depth 18.390 in Weight 85.94 #/ft r-xx 7.777 ih Width 11.090in I-xx .1,530.00 in4 r-yy 2.630 in Web Thick 0.480 in 1.yy 175.00 in4 Rt 2.970 in Flange Thickness 0.770in S-xx 166.395 in3 Area 25.30in2 S-yy 31.560 in3 I • I -\ ~6.1 k . . . ... 1~ ___ . \ -...----'---24.50ft __ r:, \ Rmax = 33.185 k vmax@ left= 33.185 k i Mmax ~ 190.05 k-ft Dmax = -0.4322 in Rmax = 21.614 k Vmax@ rt= 21.614 k " ' ( -!I • \ ~~f ~ cf<.-~ -::-(J s ')(J_i') :::. 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'i½, -z_ I ~o/ = / .. 6 k__ e,,.~1JJG 7-~I ?v1-f7 ~ 6 \ 'f L- Us & /-rrr z 2- V"" ,,J/3/4 ''<p,x b 1/;' it3M'fs&?r--1l,;1 0 rvr L-L ; €--fb>C r (_{; e r ) I C,,t5 c::> ~ s z 77 . , TITLE 24 REPORT Title.24 Report for: OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 OLIVENHAIN ROAD BLDG A ENCINITAS, CA 92024 Project Designer: Report Prepared By: HADI MAHZARI ENERGY CONSUL TING GROUP 8015 BALBOA.AVENUE SAN DIEGO, CA 92111 (858) 268-0660 Job Number: Date: 8/20/2003 The EnergyPro·computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with-both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number: User Number: 2984 SAN DIEGO REGIONAL · HAZARDOUS MATERIALS QUESTIONNAIRE Business Contact Telephone# OFFICE USE ONLY UPFP# __________ 1 BP DATE._--'-/ ____ ---'--r (!P 75"~-G,:,y'°~ City State Zip.Code APN# (:S) l 1<./ fz1c-J Plan File# Project Contact. -~ r,J · -Pr2£:€:Sed The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by checking the item, whether your business will use, process, or store any of the following hazardous materials. If any ofthe items are checked, applicant must contact the Fire Protection Agency with jurisdiction _prior to plan submittal. · 1. D Explosive or Blasting Agents 5. 0 Organic Peroxides 9. 0 Water Reactives 13. 0 Corrosives 2. 0 Compressed Gases 6. 0 Oxidizers 10. 0 Cryogenics 14. 0 Other Health Hazards 3. 0 Flammable/Combustible Liquids 7. 0 Pyrophorics 11. 0 Highly Toxic or Toxic Materials 15eJ2tNone ofThese 4. 0 .Flammable Solids 8. 0 Unstable Reactives 12. 0 Radioactives r-. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must c;ontact the County of San Diego Hazardous Materials Division, .1255 Imperial Avenue, 3rd floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building ·permit. FEES ARE REQUIRED. Expected date of Occup~ncy J/ 0 'I YES NO . · / • 1. 2. 3. 0 -1 ls your business listed on the reverse side of this form? 7cJ ~ '-' ~ ~1", '-' rf 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 ' Will your business store or handle Hazardous Substance.s in quantities equal to or greater than 4. 0 5. '0 6. 0 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductivl:l toxins in any quantity? k Will·your business use _an existing or install an underground storage tank? · 53=> Will your business store or handle Regulated Substances {CalARP)? r Wilryour business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials . PART Ill: San Diego County Air Pollution Control District: If the answer is yes to any·of the following questions, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA, 92123. Call (858) 650-4550.·ptior to the issuance of a building permit. YES 1. 0 2. o 3. 0 4. 0 NO ~ Will the subject facility install or use any of the equipment listed on the Listing of Air Pollution Control D[strict Permit Categories, on the reverse · side of this form? 0 {ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility,Qe located within 1,000 feet of the outer boundary of a school (K through 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County of Education and the current California Private School Directory, complied in accordance with the provisions of Education Code Section 33190? 0. Do1;is the building or structure for which this permit is requested contc!in any friable asbestos? · 0 Is there demolition involvin the removal of a load su ortin .stn.rctural member? Briefly describe business activities: escribe proposed project: I declare ;under penalty of perjury that to the .best of my knowledge Name of owner or Auttiorized A ent FOR OFFICAL USE ONLY: nt Date FIRE DEP(>-RTMENT OCCUPANCY CLASSIFIC,ATION: ____ -'---------'---'--------------''------------ BY: ____ ..,_... __________________ ----'-__ '---__ _ DATE: __ .,_/ __ _,_/ __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUN"[Y-HMMD APCD COUNTY-HMMD APCD COUNTY-HMMD APCD . DEH:HM-9171 (08/02) County of San Diego -DEH -Hazardous Materials Division