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Home My WebLink About1635 FARADAY AVE; ; CB992491; PermitCity of Carlsbad 08/12/l 999 Commercial/Industrial Permit Permit No: CB992491 Building Inspection Request Line (760) 438-3101 Job Address: 1635 FARADAY AV CBAD Permit Type: TI Sub Type: INDUST Parcel No: 2121303100 Lot #: 0 status: ISSUED Valuation: $26,000.00 Construction Type: NEW Applied: 07/07/l 999 Occupancy Group: Reference #: Entered By: MDP Project Title: CITY OFFICE BUILDING Plan Approved: 08/l 2/l 999 OUTDOOR EATING AREATRELLIS Issued: 08/l 2/l 999 Inspect Area: Applicant: Owner: LANGAN MARK STE 200 12220 EL CAMINO REAL SAN DIEGO CA92130 858-793-4777 Total Fees: $419.82 USINESS PLAZA L L C C-Pkf4T Building Permit Add’1 Building Permit Fee Plan Check Add? Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add’1 Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add’1 Pot. Water Con. Fee Master Drainage Fee: Sewer Fee: TOTAL PERMIT FEES $0.00 50.00 $419.82 FINAL APPROVAL Inspector:&& Date: &&& Clearance: NOTICE: Please 6ke NOTICE fiat approval of your project includes Vie ‘Imposition” of fees, dedications, reservations, or other endions hereafter collecWely referred to as ‘feeslexadions.’ You have 90 davs from the date fhis cermil was issued to protest imposition of these feeslexactlons. If YOU protest hem. YOU must follow the protest pmcedures set forth in G&men1 Code Setion &020(a), and file me bm@st and any omer required infoormatioon v& the Cify Man&for processing in amdance wlh Cadsbad Municipal Code Stion 3.32030. Failure to timely follow that pmcedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTlFlEDthatyour iightto pmtestthespecifiec feeslexactions DOES NOT APPLY towaterand sewerconnection fees and capactiy changes, nor planning, zoning, grading oromersimilarapplication processing or sewice fees in connection with mis pmject NOR DOES IT APPLY to any fees/exactins of which you have previously been given a NOTICE similar to W, (x as to which ti statute of limit&m has previously otherwise expired CITY OF CARLSSAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 L PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 436-1161 FOR OFFICE USE ONLY PLAN CHECK NO. qq-“” Address ,i”Cl”dS Blaglsuite Xb B”*i”esJ Name ,at tlli* address, @35 +7whwQda Ft%ewwt t3mhdm - Legal DeSCriptio” Lot NO. Subdivisian Name,N”mbsr Phase NO. 00 ASSessoyr,cy - 1 5. _ 3, -A Existing use ?Y. lwp Total 8 Of “nits /..2B I5 Proposed “IB 1614 07/07/w 0001 01 02 Descripz- SCJ FT. -+ @+?% ~;~,“~~~~~ _ ;:, i;i:i;_z i,i::i/iii ,;,: ,~:~~;~~~;~;~~;~;; ~ ;>, :,,i i~~~~.iB~~~~t-~dsdN~i~~~,~~~~~~:.~~~*~~~; ; : ,::::i*:,i,iji ;?,: ,;,,:,:,i i :.,, i c-mm’ Ba’“ry4,*23 ,(,‘: ,,,.,, ),;i:‘,_i;,~,i~~ ,:; ‘i_,:~.,:::jii:::,i:i Name Address city StStS,Zip Telephone t state Lice”** d l.icsnss class my B”si”SSS LiCB”S8 I Designer Name Address city StatdZip T&phO”e Stafs LiCS.SB x 8;:; ;,i,wbRKE#st:co~~s~~~~,,,‘,~~; : i, i; iii,:, ,: ;,, ~ ; ;;., ::: .:: : : ;, ,, ,: ‘,,,, ,;;-‘i,:,,:,‘,~:;;~:,;;,,;,, ,,,,: ,, .; y l:;iiji f,i:i i;;:, ,‘;: i::; ,; ii :i sIjl::i:;:: i::;< i, ; ii,,~:,:,:,i,l,:‘,,:,-,~ :,;,;:‘i;ij:i::;.i:,-pi; Workers’ Compensation Deckration: I hereby affirm under penalty of perjury on* of the following declarations: 0 I ha”* and Will maintain a CeRificats Of Consent to **It-insure for workers’ compe”sation ss provided b” Section 3700 Of the Labor code, for the performance Of ths work for which this pmnit is issued. 0 I have and Will msintain works,*’ CO”pmS.fiO”, as required b” section 3700 Of fhS Labor Code. for the performance 0‘ the work for which this Parrnit is iSS”Sd. My worksr’s Compe”sstiO” i”S”ranCs Csrrier and Policy “umber am: lns”ra”Ce Company Policy NO. Expiration Date ,THlS SECTlON NEED NOT BE COMPLETED IF THE PERMIT 15 FOR ONE HVNDRED DOLLARS ,*lool OR LESS, 0 CERTIFICATE OF EXEMPTulN: I CSM” that in ths psrfmrtanCs Of ths work ‘0, which this psrmif is iSsUed, I shall not mlploy any PS,SO” in my msnnw so ss to becorns subject to tlw Workers’ Compsnsation Laws Of California. WARNING: Failure to *LIcurs WO,k.‘*’ Cc.mPens.tiO” cwarsge i* ““lawful. and *Ml S”bwA an smplo”sr to criminal Ps.“.lti.* an* ClYil fines up to one hundred thousand dollan 15100.000,. in addition to tils COP of cmnpe”satim. damages as provided ‘or in Ssction 3706 Of the LSbW ode. int*rsrt and attorn.“‘s tees. SGNATURE DATE iil:i:iii::~ER~e~~~~~~~~~~~~~~ ; ,,, ;, :,, i,, :,,;,;,; : ;:_ ;,:,; i ;:‘;,,,f ;‘,:j;j; I,;, ‘; ,; ,,,,.,’ ,, ‘;,$ : ;; ;,; ,:,,: ;, ‘,,,:>:_::zj:/:;,i_/,;!; it..; :‘; i ‘,L iii i:;j,:,:‘l:‘;‘;’ ::l;;,.:i:l:l/i:;;j: I heby affirm that I Bin SXsmpt from ttls CO”trsCtOr’s License LBW for fhS tollowing reason: 0 I, as ownsr Of the pmpsrty 0, my smployeeS with wages as their 5018 compensstion. Will do the work and fhS Str”Ct”,e is not intsndsd 0, Offelsd ‘W *de ,s*c. 7cl44. B”sine*s an.3 PrOfeSSio”. Code: The Confract.r’s License LBW doss not spp,y to an owner Of prOpert” who builds or imp,oYsS thereon. and who does SUCh work hirnSSl‘ or through his own ernployee6, provided that SUCh impro”ements SW not intended or offered for SS1S If, hoWeYe,, tlls building 0, imprOYsment is SOId within one “ear Of complstion. the owner-builder Will have the buds” Of proving that he did not build or improve for the pwpose Of s.w N I, as owner Of the property. am exclusi”ely contracting with licensed CmtraCtOrS to Co”str”Ct the project ,SSC. 7044. B”si”ess an.3 Profsssions code: The Contrsctcr’s Licsnse Law doss “0% apply to S” owner 0, property who builds 0, improves thereon. and CO”t,sCtS for SUCh projects With COntrscto,,s~ licmsed pursuant f.3 the Contrsctor’s Lice”se LSvd. 0 1. 2. 3. 4. I Bnl BXSrnPf under section B”sinss* and P,Ofes*io”s Code to, this rssso”: I psrsmally plan to provide the maim labor and materials for ~~nsfrwtion of ths propossd property improvemsnt. 0 YES ON0 , ,hWB, have “Of, Signed an application ‘0, a building Pmnif ‘Or the proposed work. ted with the ‘Ollowi” person mm, to pm t e r.2 Sal oM*r”Cfio hlcl”dS nsme , a&ire** / hone umber / CO”crsCtOrS lice”SB “umber,: ! @R+d\1)CTlOh) %fJ%‘Wh?t.& - - I plan to prwids poreo”s Of fhS Work, but I have hired the following perso” to coordinate, s”Psr”ise and provids the major work ,i”Clwh name / sddrsss , phone ~.~~~ ~~~.~~~.~ ,.~~~~~ ~~~~~. ~~. n”mrJsr, cOnlrsclOr* 115811S8 “Ynlosr,: 5. I Will provide SOInS Of the WOIL. but I have CmtraCted tired, ttls following psrsons ta provids the work indicated (include name, address , phone number, type Of w&d: I .4 I I PROPERTY OWNER SIGNATURE DATE sl I a pq ,i:~,,::,i:i:ii,;:;_ii;: ,‘,:,,‘; ,,,, :T;:x’,:i:,: ‘,;, :;, ,i:,::~I:;~~~,~~‘.:;ii:j;il:_i: IS the applicant or future building OCC”ps”t requim to 5” 0”s materials regisfrstio” form 0, risk managsme”t and p,eYsntio” program under sections 25505, 25533 or 25534 Of the Presley-Tanner Hazardous S”bstsncs Account Act, q YES FNO IS the BppliCant or t”t”re building oCC”pa”f rsquire.3 to obtain a f)e,mit from the ai, pOll”tion control district 0, sir quality mansgemsnf district? 0 YES q NNO FfNO IS the tsci,ity to be constr”cted within 1.000 feet Of the O”ter boundary Of a SChOO, site7 YES IF ANY OF THE m4SWERS ARE YES, A FINAL CERTlFlCATE OF OCC”PANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETlNG THE REO”lREMENTS OF THE OFFlCE OF EMERGENCY SERWCES AND THE AIR PclLL”T,ON CONTROL DISTRICT. ,a,:;; <,,, :::;;:;:;:rec:; : NSTAuCnoN:iLENo,NC:YOENdY :; ,,:: : ~ i ; ,,, ‘ii 1 .’ f:‘:::: i ‘:,,;I, T’;l: i:; j : ,‘: ij : ,i,~,:l,i:;i;,~;.:-- 1 hereby affirm that fhS,S is a CO”Str”Ctio” lending agency ‘0, the psrformance Of tlls work ‘0, which this permit is iSS”Sd ,ssc. mw,i, civil Cods). . City of Carlsbad Inspection Request For: 813 11% Permit# CB992491 Title: CITY OFFICE BUILDING Inspector Assignment: Description: OUTDOOR EATING AREA TRELLIS Type: TI Sub Type: INDUST Job Address: 1635 FARADAY AV Suite: Lot 0 Location: APPLICANT LANGAN MARK Owner: FARADAY BUSINESS PLAZA i L C Remarks: Phone: 7609169995 Inspector: E Total Time: CD Description II FtglFoundationlPiers Requested By: PAUL Entered By: CHRISTINE Act Comments Ap 7izeu aLmJOk?fA~ Inspection History D&3 Description Act lnsp Comments 8/25/99 11 Ftg/Foundation/Piers AP TP .’ En@inedng . C~tttng l lbrthyl CLIENT: Red Crow Properties 1947 Camino Vida Roble Carlsbad, CA 92008 PROJECT: Faraday Business Plaza 163.5 Faraday Drive Carlsbad, California Permit # CB99-2491 DATE: December 2,X999 PROJECT #: 059-80127 Enclosed ore the inspection reports for the week(s) ending: November 28, 1999 Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Vice President CC City of Carlsbad Professional Service Industries, Inc. - 6867 Nancy Ridge Drive. Suite E - San Diego, CA 92121 - Phone S19/455-OS44 - Fax S1S/4SS-1170 Pagelof -,!- _ Epgineerino l Conwfthg . liwtlng INSPECTION REPORT CLIENT L usA,Ga; DATE Il,t3 I % I. Contractor cS;oM-&/ &~b,r\l’k PROJECT (Name) fimq L!x.k.p&zn (Address)/635 & M I REPORTNO. @i-* 8Qbz7 -70 * Building Permif No. CBss- -9 1 Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION -0SHPD -0% -.Spocialty -,.-Mechanical _ Electrical - Rcoling -COIlCrete -.-Masonly xsIn!cI steel -..-Prestress Cone -Pile Driving _ Fireproofing ~WaIerpmohng -Non-Destructive _ Soils Technician -Batch Plant -Bolt Pull-Out 1 MATL SAMPLING ~Concrefs Cylinders -Cement -Mortar Samples _ Grout Samples _ Masonry Prisms w..eMasonry Bkck -Fireprcofing -Units (block or brick) -Asphalt Concrete _ FIGding -Reinf. Steel -steel -H.S. Bolts -Tendon (PT Strands) -other -Other -Other CITY MATERIAL DESCRIPTION INSPECTION CHECKLIST Rinf.: Rebar 2.c Plan 4 specs __ _ Rinf.: W.W.F. _ Clearances __ _ FurIf.: Tendons _ Posiliins __ _ Oonc.: Mix #/psi _ Sizes Cont.: Mix #/psi - bPS Cont.: Mix #/psi I - Future ContinuiIy #/psi - _ Grout: Mix #/psi _ Consolidation - _ Mortar: Type/psi - Mortar Batching - _ Units: Block - ElectrOde Storage - _ Units: Brick - x Steel eiw Gr B -KS. Torque Applied __ _ H.S. B&s Metal Decking - x EIectrcdes~Slx’//JR -- Fireproofirlg - _ Other _ Corrsctive action required- - Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge. all of the reponed work. unless otherwise noted, subslantially complies wllh approved pins, CERTIFICATION OF COMPLIANCE: To the best of our knowledge. all of the reponed work. unless otherwise noted, subslantially complies wllh approved pins, spxif!caIfans and applicable seciions of the building codes. This report covers fbe localions of the work inspected only and does not constitufe engineering opin- spxif!caIfans and applicable seciions of the building codes. This report covers fbe localions of the work inspected only and does not constitufe engineering opin- ion or projecf mntrol. ion or projecf mntrol. LJ ‘* /&A-/y Qwus -0 +-+I13 -0 +-+I13 Clh/ s.b Y-3 Clh/ s.b Y-3 INSPECTOR NAME INSPECTOR NAME A CERT. NO&Lb qwos1-I 1 CERT. NO.&Lb qwos1-I 1 INSPECTOR SIGNATURE INSPECTOR SIGNATURE DATE 11 I23 Iq? DATE 11 I23 Iq? PS,-B-9MI-l70,2~ PS,-B-9MI-l70,2~ ‘9-m-lx&z3 12r28PPEl FROII 3,.I I IH~cmJSULI IMP-OUT 619793787 P. 2 Culsbrd972667/68 September 29, 1997 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: t b%r= t=o &im PLAN CHECK NUMBER: OWNERSNAME: m E”“‘ I, as the owner. or agent of tne owner (contractors may ggt amPloy the special in&&torj. certify that I. or the architecVengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (USC) Section 1701.1 lor the mnstruction I, as the engineer/architect of record, certify that 1 have prepared the following special inspection program e ction 106.3.5 for the construction project located at the site listed above f.+.uwu+aa* u ‘-I-. Signed 7~ List of work fequiri p4: Soils Compliance Prior to Foundation tnspection fJ Structural Concrete Over 2500 PSI 0 Prestressed Concrete 0 Expansion/Epoxy Anchors [7 Structural Masonry 0 Designer Specified 2. Name(s) of indlviduai(s) or firm(s) responsible for the special inspections fisted above: A c+TwKmM B. C. 3. Duties of the special inspectors for the work listed above: A. c. SP”ial inv.ettOrr zhau ckk i” with the city and prRssn1 !h&r VedeR6ak for eppurs, pIor begnni!Yg v.‘Dh cm vi0 job Sk.. IO’d 8968 IErl7 09L sa~~~ado-4d r-10-43 Patl ,,ZZ:It 66-t70-6nW EsGil Corporation In Tartnership wit/i @xmnment for !2Juilding Safety DATE: August 5,1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2491 SET: II 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 1635 Faraday Ave. PROJECT NAME: Outdoor Eating Trellis fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. [xl 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. [7 The applicants copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicants copy of the check list has been sent to: 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. q Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mark Langan Date contacted: S/5/99 (by: Abe) Mail Telephone Fax In Person q REMARKS: 1. Building Official shall summary of special inspection sshown on sheet S-l of the plans. 2. Applicant to carry approved plans to the city. Ok’d by Dana. By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 8/5/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 l San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Corporation ln Tartnrrsliip with +w-nment for 2luilXing Safety DATE: July 27, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2491 SET: I Cl APPLICANT a 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 1635 Faraday Ave. PROJECT NAME: Outdoor Eating Trellis 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. q 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. q The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicants copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. q The applicants copy of the check list has been sent to: Mark Langan 12220 El Camino Road, Suite 200, San Diego, CA 92130 q Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person Cl REMARKS: By: Abe Doliente Esgil Corporation Enclosures: 0 GA 0 MB f-J EJ 0 PC 719199 trnsmU.dot 9320 Chesapeake Drive, Suite 208 l San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-2491 July 27, 1999 GENERAL PLAN CORRECTION LIST PROJECT ADDRESS: 1635 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/9/99 REVIEWED BY: Abe Doliente DATE REVIEW COMPLETED: July 27, 1999 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. 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? 0 Yes Cl No &&bid 99-2491 July 27, 1999 4. Submit a complete site plan that will include the location of the building adjacent to the proposed new trellis. Show the distance between the trellis and the property lines. Check for allowable area requirements. 5. Building Official shall approve the summary of special inspection shown on sheet S-l of the plans. 6. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. darlsdad 99-2491 July 27, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2491 PREPARED BY: Abe Doliente DATE: July 27, 1999 BUILDING ADDRESS: 1635 Faraday Ave. BUILDING OCCUPANCY: A-3/B (for main bldg) TYPE OF .CONSTRUCTION: V-N TOTAL VALUE 0 199 UBC Building Permit Fee [XI Bldg. Permit Fee by ordinance: $ 251 .I3 0 199 UBC Plan Check Fee q Plan Check Fee by ordinance: $ 163.23 Type of Review: 15] Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 130.58 Comments: Sheet of macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CE 44 2.4 4 [ 7 120 1 T, DATE ADDRESS \ 635. FcwLL, ibc / ‘RESIDENTIAL : RESIDENTIAL ADDITION MINOR (< $lD,OOD.OO) ‘.~~, PLAZA CAMlND REAL CARLSBAD COMPANY STORES VlLLAGE FAlRE COMPLETE OFFICE BUILDING OTHER 3’- (1” -trc\\is PLANNER aJ.A DATE 7 ho’ Iq DATE 8 Y,,~ ‘ b ~ul-07-99 07:59A Smith Cosulting 619 793 4787 Firouzi Consulting Engineers, Inc. a strudurd analysis and Ueslgn company STRUCTURAL CALCULATIONS PROJECT NAME: TRELLIS LOT 106 FARADAY BUSINESS PLAZA 1635 FARADAY AVE. CARLSBAD , CA DATE: JUNE 21,1999 P.02 ENGINEER OF RECORD: FIROUZI CONSULTING ENGINEERS, INC. TABLE OF CONTENTS: Design Loads And Schematic Horizontal Members Foundation Vertical Members Page 1 Pages 2-3 Page 4 Page 5-1 16959 Bemardo Cenlcr Drive, Suite 201, San Dlego. CA 92128 (613)485-6227 (619) 4US6201 Jul-07-99 07:59A Smith Cosulting 619 793 4787 P.04 , ., , .I . i ,, .. - FlROUZl CONSULTING ENGINEERS, INC. 16959 Bernard0 Ctnler Dh*. Suite x11 Project: FARADAY TRELLIS San Oiego, CaUfmls91128 Phmr (G19) 4858227. FM (619) 485.(iM1 FRAMING MEMBERS I wu (Ib I H) i40 JOIST Span (fl) spacing (n) Dead Load (pst) Live Load (ps9 Trib Area (I?) 56 ~(IbIll) 120 I W, (Ib / n) 80 FMME Span (n) Spacing (H) Trib Area (fl*) loa P 30 Dead Load fps0 Selsmlc faclor I Loads are ConservaUw OK by Inspection FDN. TR18 A (RA3) Dead Load @so Liw Load (psl) I Jul-07-99 07:59A smieh Cosulting 619 793 4787 P.05 FirouJ Consulting Englneers Inc. 16958 EemarUo Center'Dyive, 201 San Diego, California 921i8 fb191685-6227 Steel Sedbn TSfOX4X114 FY 38.00kri Center Span Len Cant. Right Cant 2.00 n LU 10.00 n Pinned-Pinned Load Duration Factor 1.00 10.00 fi Brn Wt Added to Loads 2.00 R LL & ST Act Topsther -~"- [ Distributed Loads " #I w2 #4 115 Y6 w7 w3 DL 0.070 LL 0.140 ST start Losatlon fi WR WR MJH End LoaUOn n .. ""- --7""""... .,... -. Beam OK 1 Actual Allowable lb : Bending Stress 2.111 ksi IbIFb 10.000 kti 0.211 : 1 Moment 2.790 k-ft 13.217 k-ft Mar Deflection -0.022 in Length/DL oefl 9,560.2 : 1 Length/(DL+LL Den) 3,477.8 : 1 shear 1.204 k 36.000 k hr : Shear Stros6 0.482 kri WlFv 0.033 : 1 14.400 kd " +%-These columns are Dead + Live Load placed as noted -a> DL U LL*ST LL Maximum @I Center Ca, Cants gP Cants LL+ST Max. M + 2.79 k-ft 1.04 2.78 0.91 k-R Max M - -0.18 Max. M @ Len -0.18 -0.46 k-H -0.04 Max. M Q Right -0.18 4.04 4.18 -0.04 -0.46 k-h Shear @ CeR Shear @ Right 1.20 k l.t5k 0.45 1.15 0.42 0.40 1.18 0.50 k k Center Den. -0.022in -0,022 -0.022 -0,007 Len Cant Den -0.008 0.014in 0.005 0.014 -0.007 in 0.014 Right Canl Def 0.014in O.OM 0.005 0.014 0.014 0.003 0.003 in 0.004 in ... Query oen @ 0.000 in 0.000 0.000 0.000 0.000 0.000in Reaction @ Len 1.19 0.49 Reaction gp Rt 1.87 1.1s 1.19 0.66 1.36 0.46 0.46 k 1.38 0.97 0.87 k k-n " - Lsection Properties , . - "" _. - .. " Stoel Section ~slox4x114 Depth 10.00 in Weight lKX 22.38 #/fl 1 .** 79.30 in4 Web Thick 0.250 In lYY 18.80 in4 Widlh Mix 4.000 in .sm Flange Thick 0.260 In 15.880 in3 SYY Area 6.59 in2 9.400 in3 3.469 in 1.689 in 0.000 in r-yy Jul-07-99 08:OOA Smieh Cosulting 619 793 4787 P.06 c Firouzi COnSUlting Englneers Inc. 16969 Bernardo Center Drive, 201 nu. : hrsription : Dsqnr: Dale: Job X San Dlego, Califomla 82128 (618) 485-6227 scop : ."_ Steel Beam Design I General Information a. "- 31 Descrlption JOIST Steel Section TS6XZX3M6 FY 36.OOksi Center Span 10.00 R Bm Wt Added to Loads Plnned-Plnnsd Load Duration Factor 1.00 Len Cant. 2.00 R LL 6, ST Ad Together Righ! Cant LU 14.00 n 200 n [ Distributad Loads 11 12 *3 t4 x5 Y6 x7 .".* DL 0.040 LL 0.080 ST Slafl Lccation n wn vn WR Moment Adual 1.558 k-R Allowable fb : Bendlno Stress 5.193 ksi 6.480 k-R Max. Deflection 21.600 kSi LenothlDL Den -0,089 In 2.409.5 : 1 I - fb/Fb 0.240 : 1 ~. ~ ~ Lenpth/(DL+LL Defl) 846.0 : 1 Shear 0.871 k 16.200 k fv : Shear Stress &'I Fv 0.298 ksi 0.021 : 1 14.400 " ,"... -.._ . ""."I.-.L -. Force &Stress Summary cz-There miumns are Dead + Live Load placed ns noted ->> DL LL LL*ST LL LL*ST Maximum 16eCenter @Cants [8, Cants Max. M + Max. M - 1.56 k-n -0.10 0.56 -0.10 1.56 -0.26 0.48 k-R k-n Max. M @ Lon 0.02 -0.02 Mslc. M @ Rlght k-n k-h Shear @ Left Shear @ Right 0.84 k 0.24 0.64 0.67 k 0.25 0.27 k 0.65 k Center Don. -0.089in 0.031 -0.089 -0.089 Len Cant Defl 0.057 in -0.026 0.020 -0.026 In Righl Cant Def 0.057In 0.057 0.019 0.057 0.057 0.017 0.057 0.012 0.017 in 0.012 in ... Quev Den @ 0.000 in 0.000 0.000 0.000 0.000 0.000 in Reaction @ Len 0.66 0.26 Reaction @ Rt 0.66 0.93 0.35 0.66 0.24 0.75 0.24 k 0.75 0.53 0.53 k 1 Section Properties -0.02 -0.10 -0.10 -0.26 0.22 _.I_ 1 Steal Ssction TS(rXZX3/18 Weight Depth 6.00 in IXX 10.80 in4 Web Thick 0.188 in iYY WY 0.826 In 1.87 in4 Widlh 2.000 In Mise sac 0,000 in Flange Thick 3.600 in3 0.188 in SW 1.870 In3 Area 2.14 in2 9.31 YIR 1 -M 1.985 in (e) 198597 ENERCALC c:bn&ifamdly.Kw Kw"0275S, V5.0.2, I-Jun-1997 Jul-0.7-99 OBrOOA Smieh Cosulting Firouri Consulting Engineers Inc. 16959 Bemardo Center Drive, 201 San Diego. California 92128 619 793 4787 nti. : Job Y Dlgnr: Dah: DblCllpllO~ : ssopr : P.07 (619) 4856227 L Square Footing Design j:Oenerh Information 41 Descrlptlon FOOTING Daad Load Llve Load Short Term Load 1.200 k 2.400 k 0,000 Seismic Zone Overburden Weight Concrete Weight LL 8 ST Act Seperetely Load Duration Factor 1.330 4 145.00 pcf 0.000 psf Footing Dimension 2.500 ti Thickness 12.00 in X of Bars 2 Bar Sue 4 rc Rebar Cover 3.250 3,000.0 psi Fv 40.000.0 DSl Ahwabie Soil Bearing 2,000.00 brf Column Dimenrion 4.00 in I General -"--7 Rebar Requlrcmant ~ Actual Rebar "d depth used 2OO/Fy 0.0050 8.500 In As to USE per foot of Width As Req'd by Analysis Min. Relnf % to Req'd Total As Req'd 0.0002 In2 0.0014 % Min Allow 96 Reinf 2.50A square x 12.0in thick with 2- #4 bars Max Static 6011 Pressure Allow Static Soil Pressure 2.000.00 psf Aliaw. 1-Way Shear 721.00 psf Actual I-Way Shear 0.143 in2 0.357 in2 0.0014 Footing OK .. ".. 109.54 psi 4.86 psi ~ Max. Shod Term Soil Pressure 337.00 psf Actual 2-Way Shear Allow Short Term Soil Pressure 2.660.00 psi Allowable 2-Way Shear 16.06 pal 219.09 psi Mu I Phi :Actual Mn : Capacity 0.73 k-fl 4.48 k-ll Alternate Rebar Selections ... 2 #4's 2 IISS 1 #6s 1 #7'S 1 #as 1 #OS 1 #lo's Jul-07-99 Of3:OOA Smith Cosulting 619 793 4787 P.08 Firouzl COnSIIlthg Engineers Inc. 16959 Bernard0 Center Drive, 201 TWO : Orgnr: DaKrfpllon : oak: Job I San Oiego, California 92128 scop.: (619) 485-6227 Steel Column ”7 Doscriptloo Steel Section TS4X4X318 F 36.0 ksi X-X Sidesway ; Sway Allowed DuraUon Factor 1.000 Y-Y Sldevway : Swsy Allowed column Helghl 1o.ow n Kw 2.000 End Fixity Pln-Pin Live & Short Term Loads Comblned X-X Unbrace Y-Y Unbrace 10.000 m 10.0oo n KY Y 2.000 1 Loads 1 Axial Load ... Dead Load 2.40 k Live Load 1.20 k Shod Term Load k €00. for X-X Axis Moments in Ecc. for Y-Y Axis Moment in Point lateral Loads ... SL Along Y-Y (rtronq ax16 moments) ” SL 0.380 k YQ!dL 10,000 in Along X-X ( y moments ) k in Summary Ssclion 1 TS4XwB. Hdghl - 10.63ibWal Loads: DL 1 2.40. LL - q.20, ST - O.M)k. Ecc. = 0.W Combined Stress Ralios - Live Ak2-L DL + Shod AISC Formula til - 1 AlSC Formula H1 - 2 AlSC Formula H1 - 3 ” 0.087 0.043 0.130 0.130 . .- . . .” ,- - “ - ,..._ I Stresses I Allowable &Actual SlreS8es ” Live DL + CL DL + Short Fa ~ Allowable fa : Actual - 5.46 ki 5.48 kel 0.47 ksl 0.24 ksi 0.71 ksi 0.71 ksi 5.46 ksi 5.46 ksi Fb!u : Allow [F16] 23.78 kl Fb:m : Allow IF1 -71 d 1F1-01 23.76 ksl 23.78 ksl 23.78 kri 23.78 ksi 23.78 ksl 23.78 ksi 23.78 kri lb: =Actual 0.00 ksl 0.00 ksl 0.00 ksi 0.00 kri Fb:yy : Allow [FlSl 23.76 kri 23.76 ksl 23.76 kri 23.76 kri 23.76 ksi 23.78 ksi 23.78 ksl I3 : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fb:m : ANOW (Fl-7) & [Fl-e] 23.16 ksi \ Analysis Values I Fex : DL+LL 6,461 psi Cm:x DL+LL Fey : DL+LL 5.461 psi 0.85 Cb:x DLILL Cm:y DL*LL 1.75 0.05 Cb:y OLtLL F‘ex : DL*LL*ST 5,481 psi 1.75 Cwx DL+LL+ST F‘ey : OL+LL*ST 5,461 psi 0.85 CbX OL+LL+ST 1.00 Cm:y DL+LL+ST 0.06 Cb:y DL+LL+ST 1.75 Max X-X &is Deflection 0.000 In at 0.000 fl Max Y-Y Axis Deflection 0.000 in a 0.000 ft dul-07-99 OS3:OoA Smith Cosulting 619 793 4787 P.09 Firouzi Consulting Engineers Inc. 16959 Bernard0 Center Drive. 201 nue : Dlgnr: Cnscrlplian : Data: Job# San Diego, California 92128 (619) 485-6227 scope : L Steel Column - - - . - - - I section Properties . .-.^..-.- 6) Steel Section Depth TS4X4X3/8 Web Thick 0.575 In 4.00 in Weight ?7,26#!I Width I*y 10.70in4 4.000 In lYY 10.70ln4 Area Flange ThiCk 0.575 In sxx 5.350 in3 5.08 in2 ' syy 5.350in3 Misc 0.000 in r-n "YY 1.451 in 1.451 in ~"1-07-99 OB:OOA smith Cosulting 619 793 4787 P. 10 .I . nu. : Job# DWgnr. Dm(.: scope : Engineers Inc. 16959 Bemardo Center Drive, 201 San Diego, Callfomla 92128 (erg) 4as-6227 Dmrcrlptlon : -.- - [CeTeral lntormatlon Desorlptlon Base Plate M = (.3)(Deed Load)(Height) Axial Load X-X Axis Moment 3.80 k-n Plate Height 10.000 in Plate Width 10.000 in 1.20 k stwl scctlon TS4X4X114 Section Depth 4.000 in Seoiion Wldth 4.000 In Flange Thick 0.250 In 0.250 in Web Thick Pier Height Pier Width 12.000 In 12.000 In Dirt. from Plot. Edge 1.500 In BOR count per Side 2 Tendon Capacity 2.700 k Bolt Area 0.441 in2 Anchor Bolt Data ?C 2.500.0 psi FY 36.00 ksi LDF 1.000 "-. - -." Summary Piale Derlgn Allow Concrete Eearlng Mln. Req'd Plate Thick 0.517 In Per ACI 10.15 1,785.0 psi Anslvsir TWO 1 Per AlSC J9 1,050.0 psi Tendion F&c. per Bolt 2.617 k Bearlng Stress Max Plate Capacity lor .Plate Analysis lor SpeciIiod Thickness 370.4g psi Plate Thickness 0.7500 in AIIOW. Bearing 105.00k Max Allow Plate Fb 27,000.0 psi Actual (b 12,824.2 psi - "_ ""_,,"".."