Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2618 EL CAMINO REAL; ; CB013967; Permit
02-28-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB013967 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 'Applicant MIKE GLOVER 5030 VICEROY AV 92860 '909 279-0604 2618 EL CAMINO REAL CBAD Tl Sub Type 1670307700 Lot# $487,860 00 Construction Type Reference # SMART & FINAL-REMODEL-PLUMB, COOLERS,STORE FRONT & LIGHTS COMM 0 Status Applied Entered By Plan Approved Issued Inspect Area Owner VANDERBURG LIVING TRUST 1 50 N SANTA ANITA AVE #645 ARCADIA CA 91006 ISSUED 12/28/2001 RMA 02/28/2002 02/28/2002 0002 01 CGR 02 3262.09 Total Fees $3,362 09 'Total Payments To Date $10000 Balance Due $3,262 09 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,741 60 $000 $1,13204 $10000 $000 $10245 $000 $000 $000 SO 00 $000 $000 $000 $000 $000 $000 $000 Inspector Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $13900 $11000 $3700 $000 $000 $000 $000 $3,362 PERMIT HAS EXPIRED IN SECTION 106.4.4 DATEjiUlks—— SIG Clearance NOTICE Please take NOTICE trfet approval of your project includes the "IrrfoositiorV of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'lees/exactions" YMi have 90 days from the date this permit {as issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1, '^PROJECT INFORMATION" FOR OFFICE USE ONLY PLAN CHECK NO EST VAL JIMLT & Of 396 ? Plan Ck Deposit Validated By Address (incJijde^Bldg/Suite #)Business Name (at this address} Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed UseLI __.rr#AL Address City State/Zip Telephone # (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 IChapter 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 exemption Any violation of Section 7031 5 fay any applicant for a permit subjects the applicantJga civil penalty of not more than five hundred dollars [$500]) !^<2>- btiC~* MS 779 7819 12/38/01 0002 01 02 Name Stale License # Address License Class City State/Zip City Business License # 100-00 TelephoneDesigner Name Address City State/Zip State License * (LCf^TJcfiw y I', WORKERS' COMPENSATION^ ^i ^^llKI^ ^, , ^iS!!, '$£" Ht H !- '\"'^ ^ ^m^ltt^J^J, !!L1 SV /* ! '< ''^'t^&^^ti&^iJ' Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued icJiB-~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are , _ * Insurance Company <^ff^S' /tfc<k _ ___ _ Policy No >4^j ( Qc?l / _ Expiration Date /<D" Of O 7- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subiect to the Workers' Compensation Laws of California WARNING Failure to secure^warkers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred the cost of compensation, damages as provided for in Section 3706 of the Labor coda, interest and attorney's fees'thousand dollars ($100 O SIGNATURE DATE J''^ OWNER-BUILDER ' 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, wiN do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale} [3 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed puisuant to the Contractor's License Law) D I am exempt under Section . Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES O^O 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) ______ _ _ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) _ __ DATEPROPERTY OWNER SIGNATURE COMPLETETHIS<SECTiCiN"FOR'/l/0/V-ffFSH?£ArrA>li¥uiLDlN(3 PERMITS 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? Q YES Q^O Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 fJU YES 0**NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES [^NO 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 8s ;LS!CONSTRUCTION\ENDING AGENCY/^fW^I j i/* X! ** J*; *LV"",V PV« V ^ f ^T1^1 ^>j., n',,. V*ls ^ /* 2">^ V''.-> f!TW,i l ,F,''J>< i '"'' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER'S ADDRESS __ 9 ;;,[ APPLICANT CERTIFICATION,r,f CJ™V!* " •" $« ,l^'Jf,[^1' C!O~"'&1I~J ' iVB,?' i,V &'lf '„ '"«. ' l>'lrff"""V A ^^'"ek''1^^^^"'^ I certify that 1 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced W| at any time after Ihe work is commenced APPLICANT'S SIGNATURE O days from the date of si 180 days^cion ermit or if the building or work authorized by such permit is suspended or abandoned Uniform Building Code} DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite fee, Plan Check # Permit ff Project Name Address Contact Person Sewer Dist Inspected By d' Inspected By Inspected Bv_ Comments • CB013967 SMART & FINAL-REMODEL-PLUMB, COOLERS.STORE FRONT & LIGHTS 2618 EL CAMINO REAL - TERRY Phone 7603105129 CA Water Dist CA s? _ Date /&/ / &&&S, Inspected /^/O j*. j ' Date Inspected Date Inspected ^SzUtuA&,. ^^^^ . Date Permit Type Sub Type Lot 0 - -~. r Approved * Approved Approved - 10/15/2003 Tl COMM - * Disapproved Disapproved Disapproved Inspection List Permit* CB013967 Type Tl Date Inspection Item 02/19/2003 11 02/19/2003 39 12/17/2002 18 12/17/2002 29 12/17/2002 39 12/17/2002 49 12/16/2002 17 12/16/2002 18 12/12/2002 18 12/09/2002 15 12/05/2002 17 12/05/2002 24 12/03/2002 14 12/03/2002 24 11/27/2002 21 11/26/2002 21 11/25/2002 24 09/09/2002 14 09/04/2002 35 08/30/2002 17 08/30/2002 18 08/30/2002 25 08/23/2002 11 08/21/2002 11 08/21/2002 14 08/20/2002 21 08/20/2002 22 08/09/2002 17 07/30/2002 21 07/30/2002 34 07/26/2002 11 07/26/2002 97 07/25/2002 12 07/17/2002 11 07/16/2002 12 06/12/2002 22 06/11/2002 17 06/11/2002 22 06/10/2002 22 06/06/2002 84 06/05/2002 14 06/05/2002 24 Ftg/Foundation/Piers Final Electrical Exterior Lath/Drywall Final Plumbing Final Electrical Final Mechanical Interior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Roof/Re roof Interior Lath/Drywall Rough/Topout Frame/Steel/Boltmg/Weldin Rough/Topout Underground/Under Floor Underground/Under Floor Rough/Topout Frame/Steel/Boltmg/Weldin Fixtures Interior Lath/Drywall Exterior Lath/Drywall Water Heater/Vents Ftg/Foundation/Piers Ftg/Fo u nd ati o n/P i e rs Frame/Steel/Boltmg/Weldin Underground/Under Floor Sewer/Water Service Interior Lath/Drywall Underground/Under Floor Rough Electric Ftg/Foundation/Piers T-24 H-Cap Consultation Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Sewer/Water Service Interior Lath/Drywall Sewer/Water Service Sewer/Water Service Rough Combo Frame/Steel/Boltmg/Weldin Rough/Topout COMM Inspector Act PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY AP PA AP we we we we NR PA we AP AP AP NR AP NR NR PA AP AP we we AP AP AP AP we AP AP we AP we CO' AP AP AP AP NR NR AP NR AP SMART & FINAL-REMODEL-PLUMB, COOLERS.STORE FRONT & LIGHTS Comments CAULK AND SEAL NEED SEPARATE PERMIT FOR T I WORK EXTERIOR WALLS IN FILL BATHROOM AND EXTERIOR WALL INFILL NO SUPER T-BAR , - OK TO POUR FREEZER SLAB ABOVE INSULATION FREEZER SLAB BELOW INSULATION AT FRONT DISPLAY FRONT DESPLAY AREA LID NEAR ENTRANCE FLOOR SINKS FOR COOLERS HANDICAP RAMP AND DISPLAY AREA FREEZER SLAB FREEZER SLAB BELOW INSULATION SEWER LATERAL NO PLANS Wednesday, June 18, 2003 Page 1 of 2 V 06/05/2002 34 Rough Electric PY NR 06/05/2002 44 Rough/Ducts/Dampers PY NR 05/29/2002 44 Rough/Ducts/Dampers PY PA 05/28/2002 14 Frame/Steel/Bolting/Weldm PY CA 05/23/2002 14 Frame/Steel/Bolting/Weldm PY PA 05/23/2002 17 Interior Lath/Drywall PY WC 05/17/2002 11 Ftg/Foundation/Piers PY AP 05/16/200221 Underground/Under Floor PY AP LINE SETS © CEILING NEED ENGINEER LETTER FOR TOP PLATES CONNECTION PLUMBING TRENCH Wednesday, June 18, 2003 Page 2 of 2 City of Carlsbad Bldg Inspection Request For 10/15/2003 Permits CB013967 Title SMART & FINAL-REMODEL-PLUMB, Description COOLERS,STORE FRONT & LIGHTS Type Tl . Sub Type COMM Job Address 2618 EL CAMINO REAL Suite Lot 0 Location f i APPLICANT MIKE GLOVER Owner VANDERBURG LIVING TRUST 08-22-90 Remarks Total Time Inspector Assignment PY Phone 7603105129 Inspector Requested By TERRY Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical Act Comment 49 Final Mechanical Associated PCRs/CVs CVOQ041S CVO 10542 CV020596 CV03031S CV03052S CV030657 PCR02135 PCR03002 PCR03013 PCR03034 CLOSED CLOSED CLOSED CLOSED CLOSED OPEN ISSUED ISSUED ISSUED ISSUED BIZ LIC.BANNERS, BLDG CONVERS, DUMPING PERISHABLES IN REAR, BANNER, Z- BANNER, Z- HAND-HELD SIGN@E C R , H- EXP BLDG PERMIT CBOI3967, SMART & FINAL - STRUCT, ELEC, ARCH & DETAIL REVISIONS SMART & FINAL ADD HANDICAP, RAMP TO BUILDING TI SMART & FINAL ADD TRANSFORMER, FOR ELEC SMART & FINAL EXHAUST HOOD, ADD NEW HOOD Inspection History Date Description Act Insp Comments 02/19/2003 11 Ftg/Foundation/Piers AP PY 02/19/2003 39 Final Electrical PA PY 18 Exterior Lath/Drywall AP PY 29 Final Plumbing WC PY 39 Final Electrical WC PY 1 2/1 7/2002 12/17/2002 12/17/2002 12/17/2002 49 Final Mechanical WC PY City of Carlsbad Bldg Inspection Request For 12/13/2002 Permit# CB013967 Title SMARTS FINAL-REMODEL-PLUMB, Description COOLERS.STORE FRONT & LIGHTS Inspector Assignment PY Sub Type COMM 2618 EL CAMINO REAL Lot 0 Type Tl Job Address Suite Location APPLICANT MIKE GLOVER Owner VANDERBURG LIVING TRUST 08-22-90 Remarks Phone 7608023563 Inspector Total Time Requested By ANDY Entered By KAREN CD Description 18 Exterior Lath/Drywall Act Comment Associated PCRs/CVs CV000419 CLOSED BIZ LIC,BANNERS, BLDG CONVERS, CV010542 CLOSED DUMPING PERISHABLES IN REAR, CV020596 CLOSED BANNER, PCR02135 ISSUED SMAR F & FINAL - STRUCT, ELEC, ARCH & DETAIL REVISIONS Inspection History Description 15 Roof/Reroof 17 Interior L 24 Rough/Ti 14 Frame/S 24 Roughs 21 Undergrc 21 Undergrc 24 Rough/Ti 14 Frame/S 35 Fixtures Date 12/09/2002 12/05/2002 12/05/2002 12/03/2002 12/03/2002 11/27/2002 11/26/2002 11/25/2002 09/09/2002 09/04/2002 08/30/2002 08/30/2002 08/30/2002 08/23/2002 08/21/2002 08/21/2002 08/20/2002 08/20/2002 08/09/2002 Act Insp •oof WC PY .ath/Drywall AP PY opout AP PY teel/Bolting/Welding AP PY opout NR PY jund/Under Floor AP PY >und/Under Floor NR PY opout NR PY teel/Bolting/Weidmg PA PY AP PY .ath/Drywall AP PY Lath/Drywall WC PY eater/Vents WC PY idation/Piers AP PY idation/Piers AP PY teel/Bolting/Welding AP PY Dund/Under Floor AP PY /ater Service WC PY .ath/Drywall AP PY Comments NEED SEPARATE PERMIT FOR T I WORK EXTERIOR WALLS IN FILL BATHROOM AND EXTERIOR WALL INFILL NO SUPER T-BAR OK TO POUR FREEZER SLAB ABOVE FREEZER SLAB BELOW INSULATION AT FRONT DISPLAY FRONT DESPLAY AREA LID NEAR ENTRANCE INSULATION DEC-16-Z002 li:33 «« SCHNIUT 'ekj Car/ Schmidt Inspection P.O. 80K178403 Phorw (619) 865-9252 SPECIAL INSPECTION REPORT PRQJ5CT: "***^ f^*JOBSWRfc ADDRESS: » *~*;** Vui/ _ JOB STOP: CfTY: C^LW-r^,/ PERMIT #; C££/3?4> ~? l PLAN FILE #: 1YPE OF OBSERVATIONS; MASOI^Y_ REINFORCED CONCRETED F1LD WELDiNG^L PRESTOSSEO CONCRETE _ SHOPWELDING_ BOU1NG_ REINFORCING STEEL _ RREP«OOHNG IT TYPE; -& £ It /* * .r/-e 7" /^ugfaj cr - V . ' *i c/ WOWfl^CfcDCOFORNtfVMmA^^ Project MHno Inforrncftton; Prtnt Nome Certification* inspectors Signature Carl Schmidt Inspection P. O. Box 178403 San Dieao. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: ADDRESS. £6 /IT £L CITY;PERMITS: CB'/9/ JOB START: JOB STOP' PLAN F/LE #: TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING EPOXY. PRESTRESSED CONCRETE: SHOP WELDING__ BOLTING . REINFORCING STEEL^_-EIREPROOEING; SAMPLES: NUMBER:TYPE: Materials/Design Mix Numbers/PSI: Inspection Dote: fA.^/1^0%- £TF/ &L~ft& REPORT 3 is WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED . Print N roiect Billing Information: ame Certification^ Inspector's Signature IDEC-19-2002 SChPIIDT Carl Schmidt Inspection P. O.80X176403 Son PteQ. CA Phone (61 9)855-9252 SPECIAL INSPECTION REPORT PROJECT: ADDRESS:/ PERMIT #: JOB START; JOBSlDP: II.'QG PLAN FILE #: _ TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETC_ FIELD WELDING^ PRESTRESSED CONCRETE SHOP WELDING BOtTING_ REINFORCINGSTEa FIREPROOFING SAMPLES; NUMBER; TYPE: ..___ inspection Date:BE el hs ffts ^ TT.T, " WORK INSPECTED CONFORMS WITH APPRC^D PtATtf AW SP^ ,' c/T u> ¥2 ProlectBlllnolnf ffa;lf-*J~Print Name CerWteotion* inspectors Signature DEC-ie-2002 11!49 AM SCHMIDT 760 SPECIAL INSPECTION REPORT *g*f P/1.+. f JOB START; ADDRESS: Z.*//' 4V CW/io /£* / JOB STOP: CITY; C*r/st*GLG/ _ PERMIT #; _£.jf4/fty 7 KAN FILE #: TYPE OF OBSERVATIONS; MASONRY REINFORCED CONCRETE FIELD WELDING^. PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING. SAMPLES: NUMBER: TYPE; „____ Materials/DesignMixNumbera/PSI; . /t^S"Oo &70/B . inspection Date: -~0£ REPORT i*f 64&r<€</_ jA/nT* VvY Lfx7 ^*^ c/ ' A t~*f&-4j~ &/*-£> £ & c U/^t, f Gtsi C &£", **; C9 WORK INSPECTED CONFORMS WTTH APPROVED PIANS AND SPK3FICATION5 UNLESS OTHERWISe NOTED ^ project Information' Print Name Certification* A* if fir Phone: ( ) Fax:( )_ inspector's Signature Carl Schmidt Inspection P.O. Box 178403 San Diego. CA 92177-8403 Phone (619) 855-9252 PROJECT: ADDRESS; CITY: ft j* SPECIAL INSPECTION REPORT T. T fi**! PERMIT #: C£o /3fcf 1 JOB START' JOB STOP: PLAN FILE #: 1YPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING. PRESTRESSED CONCRETE SHOP WELDING_ BOLTING REINFORCING STEEL J FIREPROOFING: SAMPLES: NUMBER: TYPE1 Materials/Design Mix Numbers/PSf- _ Inspection Date:REPORT proct /Wfl C^vi A-h .A cLU.'l // cU 4ry n WORK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information: Print Name Certification^ Phone: Fax:( Inspector's Signature '"•'{Hffnfv—*r*fp-i*fir*s—*f.*vrvf /. .Carl Schmidt Inspection P O Box 1 78403 Son Diego. CA 921 77-8403 Phone (6 19) 855-9252 SPECIAL INSPECTION REPORT PROJECT. ADDRESS: 3-6/8 CITY: QffAP PERMIT #: JOB START JOB STOP PLAN FILE #, TYPE OF OBSERVATIONS: MASONRY _ REINFORCED CONCRETE _ FIELD WELDING _ EPOXY_fT PRESTRESSED CONCRETE _ SHOP WELDING _ BOLTING _ REINFORCING STEEL _ FIREPROOFiNG. SAMPLES: NUMBER:TYPE: Materials/Design Mix Numbers/PSI- Inspection Date:REPORT J? WORK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Stiff If Project Billing Information: Print Name Certification* Phone. Fax:( 344 Inspector's Signature 2:6 /* e CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P.O. Box 178403 San Diego. CA 921 77-8403 Phone (61 9) 855-9252 SPECIAL INSPECTION REPORT CITY:PERMIT #: C,Ro\3<=\i.r7 START: 1C JOB STOP: PLAN FILE #; TYPE OF OBSERVATIONS: MASONRY _ REINFORCED CONCRETE _ FIELD WELDING_^POXY_wX PRESTRESSED CONCRETE SHOP WELDING _ BOLTING _ REINFORCING STEEL _ FIREPROOFING SAMPLES: NUMBER:TYPE: MaterialsOesign Mix Numbers/PSI : Inspection Date:REPORT S) O At AT v// WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information: Certification #Print Name l Phone: ( Fax: ( ) Signature of Special Inspector Carl Schmidt Inspection P. O. Box 1 78403 Son Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT. S ^icjr-T "A Fi^ fr / JOB START: ADDRESS. Z£/<9 <£V <^m/^o /(%.&/ JOB STOP: CITY. G^/J^o, c/ PERMIT #: CLSO /3 9£"7 PLAN RLE #: TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING J< EPOXYjC PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING. SAMPLES:* NUMBER:" 1"" ~TYPE: ~"~" " ~ "" "~ ~"" Materials/Design Mix Numbers/PSI: /7"^>, £~7/ 7"- 0 Inspection ~s s~. "/ "7^ ~i T7 :; r^ ;. -^-e._ _ / / _ T "^ ~ & *<& C -££"•* ^ f * '• J UJ tj / ^ &J4 J // WORK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED f <J <~?~&? ^2, Project Billing Information: Print Name Certification^ Phone: Fax:( Inspector's Signature Carl Schmidt Inspection P. O Box 1 78403 Son Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: ^JteaeT ^ T7#&l JOB START: ADDRESS. // t*wo fffa/ JOB STOP: CITY: £i/hl*d ^ <Zl&OK PERMIT #: £BQt3?67 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING.A EPOXY^C PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING. SAMPLES: "NUMBER; I ffr>E: " '" ^ * ~ ~"" ~ 1 "" " Materials/Design Mix Numbers/PSI: Inspection WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Print Name ^ Certification* £ 3^:1^ ±_liS^5Project Billing information: Inspector's Signature Carl Schmidt Inspection P. O Box 178403 San Diego. CA 92177-8403 Phone (619) 855-9252 PROJECT: ADDRESS. CITY. SPECIAL INSPECTION REPORT i <x / Q> / 8 , y, Q / PERMITS: JOB START, JOB STOP- PLAN FILE #: /-' & 0 TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDINGX EPOXY^X PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING SAMPLES: NUMBER":TYPE:" Materials/Design Mix Numbers/PSI: /I-S~OO Inspection A-307, REPORT 3 *\.- C} < /c . O 7*7 61 RK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED fa * a T &V2- Project Billing Information- Print Name Certification* Phone: Fax: ( Inspectors Signature V Carl Schmidt Inspection P. O. Box 1 78403 San Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT. —^OSgPrey^ JOB START: JOB STOP: OTY: O^/-f6a <J PERMITS: <^&O(^7V / PLAN FILE #: _ TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING SAMPLES: NUMBER; TYPE: ~__ Materials/Design Mix Numbers/PS!' /1~S~d O n ~3& ~7 * r7' / T/ Inspection Date: REPORT i *<* C -+- r/' -e>€ WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED / ^Chstit* fj *T &Y2- Project Billing Information: Print Name Certification* Phone: Fax:( Inspector's Signature SPECIAL INSPECTION REPORT PROJECT. *~*nfrgr F/fUA-L-JOB START, ADDRESS' ^-^ % y^ -AmifiSg /&*r- _ JOB STOP PERMIT #: ^Bfi^b 7 PLAN FILE #. TYPE OF OBSERVATIONS: MASONRY_>£ REINFORCED CONCRETE FIELD WELDING EPOXX PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING. SAMPLES. NUMBER: TYPE; Materials/Design Mix Numbers/PS!: _/U//C~ B&MeT f CO U^tT^ 3' inspection Date' -J-oZ- REPORT f 2. CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Information Print Name Certification* Phone1 Fax ( Inspector's Signature SPECIAL INSPECTION REPORT PROJECT. <=7jrrr<n i ^ I^^JPTL^ JOB START, ADDRESS. cP&/ 8 tt— CLyrmr^o /2frx3X- JOB STOP. CITY' CA^5>fV^rO G^ . PERMIT #: ^Bot ^ ^ Cg"l PLAN FILE #. TYPE OF OBSERVATIONS: MASONRY^- REINFORCED CONCRETE _ FIELD WELDING _ EPOXYV PRESTRESSED CONCRETE _ SHOP WELDING _ BOLTING _ REINFORCING STEEL _ FIREPROOFING _ SAMPLES: NUMBER;_3_ TYPE: "^V^SPO £>^Q-L^T /^wvr^c^o rvwi Materials/Design Mix Numbers/PSI: Prfc, / ^~ <^ V -/ '~S inspection Date- ^^f' °?~ REPORT \ VfcrT 2WOBIC11SJSPECTED CONFORMS WITH APPROVED PIAT4S AND SPECIFICATIONS UNLESS OTHERWISE NOTED cr!5TVl P-^/n ^ ^0(^ Project Information Print Name Certification^ //I Phone. Fax ( Inspector's Signature Carl Schmidt Inspection P O Box 1 78403 San Diego. CA 9217 7-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: .-5/^/7^^ I-/A/4 L JOB START- ADDRESS. •£^>/ff £L Cd/tf/A/fi R£A}~ JOB STOP- CITY. C~$4D PERMIT #: C-0 ^/^^^7 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING EPOXY__±T PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING, SAMPLES: NUMBER TYPE: Materials/Design Mix Numbers/PSI1 Inspection Date- jf-?^-/'*- REPORT WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED 21 f Project Billing Information. - Inspector's Signatu Carl Schmidt Inspection P.O. Box 178403 San Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: ADDRESS. CITY: C-0AD PI* PERMIT #: JOB START: JOB STOP: PLAN FILE #: \'s TYPE OF OBSERVATIONS: MASONRY _ REINFORCED CONCRETE _ FIELD WELDING _ EPOXY_£r PRESTRESSED CONCRETE _ SHOP WELDING _ BOLTING _ REINFORCING STEEL _ FIREPROOFING SAMPLES: NUMBER:TYPE1 Materials/Design Mix Numbers/PSI; HlhTJ HY l Inspection Date:REPORT J sr* WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED J3,Project Billing Information: Print Name Certification* Phone: Fax:{ Inspector's Signature Carl Schmidt Inspection P O Box 1 78403 San Diego. CA 921 77-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT CITY Gu»(i Ul CA 9oLQO$ PERMIT #• C6 Q I 3 % "? JOB START JOB STOP PLAN FILE # TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDINGgC EPOXY^ PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING SAMPLES. NUMBER:TYPE. Materials/Design Mix Numbers/PSl- Inspection Date. _lT3oloi_ / E7/T-J? P(c REPORT >p Q ~V ^751 IMO. A% CiiiU WORK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information- Print Name Certification^ / r*—"f*>Jf++f* yj^*™-^"" •gijir" • pj* Inspectors Signature Phone1 Fax-f KLEINFELDER Report No 2 \ 5015 Shoreham Place San Diego CA 92122 GROTJT SFECTMEN'COlVrPRESSTVE STRENGTHTiEPORTTrBC 21-18 Report Date 1/3/03 Last Reissued on Report To Carl Schmidt Carl Schmidt Inspection Services P O Box 178403 San Diego, CA92177 """•"«. Supplier Mixed in Field Mix No TYPE/S Design Strength 2000 psi @ 28 Project No 22316 Ref No Mix Data Date Sampled_ Source of Sample Contractor Truck/Ticket Sampled By Submitted By Curing Method Specimen Prep 8/28/02 IN FILL @ BACK WALLS Carl Schmidt Carl Schmidt Cure Room Sulfur Sample Data Date R_eceived 8/30/02 - Field Cure Temp (°F) Hi Lo Field Cure Time 24±4 hrs Weather Wind (MPH) Rh (%) Carlsbad Phase N/A Permit No C,£> O [ 3% 7 Reported to Klemfeider Cement Type MORTAR Cement Factor (sk/cy) Max Size Agg (in ) Admixtures Reported to Klemfelder . __ _. _ , , ___ Measured _ -Specified. Slump(m } Slump w/plasticizer{m ) Air Temperature (°F) Mix Temperature (°F) Air Content (%) Unit Weight (pcf) Batch Size (cy) Water Added (gal) Time Batched Time Sampled Time in Truck Laboratory Data Sample Number 11691 A 11691 B' Date Tested 9/2b/02 9/25/02 Age (days) " 28 28 Dimensions Wd Ht Len 299 X 319 X 313 X 3U4 X Area Ultimate Load ; Compressive , Required (ma) {Ibs ) . Strength (psi) ! Strength (psi) • i 954 19235 2020 - 2000 952 204/b L 21bO 2000 Average 28 Day Strength (psi) All fractures were conical in nature unless noted otherwise Remarks Reviewed on 1/3/03 by Linda Hodo Concrete Lab Asst Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained As a mutual prelection to our clients and ourselves all reports submitted are the confidential property of our clients and authorization tor publication of statements conclusions or extracts trom our reports are reserved pending our written approval EsGil Corporation In Partnership with Government for Building Safety DATE 2/12/02 JURISDICTION City of Carlsbad m PLAN CHECK NO 01-3967 SET II PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart & Final - TI CUAREL1CANTa JURIJ a PLAN REVIEWER Q FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list arid should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck 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 XI 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 Telephone # Date contacted (by ) Fax # Mail Telephone S Applicant to remove and replace revised sheets A2, A2 0, A3 1, S3 and P3 from held sets and provide completed Special Inspection forms city [oody .Enclosures Esgil Corporation GA D MB D PC 1/31/02 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation r In Partnership with Government for Building Safety DATE 1/10/O2 _, . ... d_JURIS_J) JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-3967 SET I PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart & Final - TI 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 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 enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to Mark Glover 5030 Viceroy Ave, Norco, CA 92860 Esgil Corporation staff did not advise the applicant that the plan check has been completed A] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Mark Glover L^< Telephone # 909-279-0604 Date contacted vy/o (by 15 ) Fax # Mail ^-Telephone -~ Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 1/2/02 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4- (858)560-1468 4- Fax (858) 560-1576 City of Carlsbad 01-3967 1/10/02 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 01-3967 OCCUPANCY M TYPE OF CONSTRUCTION IIIN ALLOWABLE FLOOR AREA SPRINKLERS? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 12/28/01 DATE INITIAL PLAN REVIEW COMPLETED 1/10/02 JURISDICTION City of Carlsbad USE Retail ACTUAL AREA 28262 sf STORIES' 1 HEIGHT OCCUPANT LOAD 650 DATE PLANS RECEIVED BY ESGIL CORPORATION 1/2/02 PLAN REVIEWER Doug Moody 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 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 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 City of Carlsbad 01-3967 1/10/02 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 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 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 NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete Generally the plans are incomplete and a thorough plan check can not be done, the following list is a general list only and corrections will follow. • PLANS 1 UBC Section 107 2 requires the Building Official to determine the total value of all construction work proposed under this permit The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment Please provide the designer's or contractor's construction cost estimate of all work proposed 2 On the first sheet of the plans please revise the project data to show • The occupant load of the remodel area to be based on the occupant load factor of 30 per table 10A of the UBC 3 Please clarify the section view of all new interior partitions Show a) Type, size and spacing of studs Indicate gauge for metal studs Specify manufacturer and approval number or indicate "to be ICBO approved" for detail 14, and indicate the method of attachment of the ledger to the metal studs, indicate the ceiling joist size for detail 18 and show the attachment of the ceiling joist to the masonry wall Clarify the height of the interior wall on detail 17 the 2x4 are not adequate Show the bottom plate to be pressure treated lumber b) Method of attaching top and bottom plates to structure (NOTE Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load) c) Wail sheathing material and details of attachment (size and spacing of fasteners) d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing City of Carlsbad O1-3967 1/10/02 4 " In areas where the occupant load is at least 500, three exits are required Section 1004234 5 Additional exits or exit-access doorways shall be arranged a reasonable distance apart so that if one becomes blocked, the others will be available Section 100424 6 Exits shall not pass through kitchens, storerooms, or spaces used for similar purposes Section 1004 2 2 7 Please indicate on the plans the scope of work to be done to the mezzanine 8 Please attach the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans • STRUCTURAL 9 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 10 Provide complete structural plans with cross referencing to the appropriate details as needed to show the structural framing will comply with the design calculations and building code requirements Section 106 3 3 11 Provide calculations for mam vertical and horizontal framing members and post footings Section 10633 12 Provide calculations for lateral loads, shear panels, shear transfer and related Section 1063 1 7 13 Please provide complete foundation plans 14 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • FIELD WELDING YES • EXPANSION/EPOXY ANCHORS YES 15 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for City of Carlsbad 01-3967 1/10/02 approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form • PLUMBING (UNIFORM PLUMBING CODE) 16 Provide gas line plans and calculations, showing pipe lengths and gas demands UPC Section 12170 17 Please revise the plans to show the T&P from the water heater in the display kitchen to discharge to an approved location 18 Please revise the waste and vent plans to show the venting for the floor drains 19 Please revise the plans to show the water heater located above the break room to be accessed by a permanent ladder UPC Section 511 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 20 Please note on the plans "AC Cable is not allowed NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" Per City of Carlsbad 21 Please complete the electrical plan, to show the work to be done in the display kitchen area, equipment is shown that will require electrical connections 22 Please provide dimension electrical room plans, detail the required working clearances • MECHANICAL (UNIFORM MECHANICAL CODE) 23 Detail disposal of mam condensate drainage from air conditioning units (UMC Section 309) 24 Clearly show the Classification and amount of each refrigerant used 25 Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II a) Provide the UL listing card showing the exhaust sizing requirements used for the hoods b) Provide roof framing around new openings in the roof for the exhaust and make-up air ducts for kitchen hoods c) Provide exhaust sizing calculations for kitchen hoods UMC, Section 5087 d) Provide grease duct air velocity calculations Minimum 1,500 fpm and maximum 2,500 fpm UMC, Section 507 8 City of Carlsbad 01-3967 1/10/02 e) Provide construction details of required fire rated grease duct enclosure and hood enclosure UMC, Sections 507 6, and 508 4 1 f) Detail the kitchen hood exhaust duct discharge clearances as per UMC, Section 507 11 g) The fire-rated grease duct and/or hood enclosures must extend from the point of penetration of the ceiling up to the roofing The ceiling or hood enclosure must be over the hood UMC, Sections 507 6, 508 4, and 508 4 1 h) The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling UMC, Section 507 6 i) Show required cleanouts for grease duct on hood UMC, Section 507 5 j) Show required make-up air for each kitchen hood The exhaust and make-up air systems shall be connected by an electrical interlocking switch UMC, Section 402 4 k) Ciearly show the material used to construct the hood and exhaust duct UMC, Sections 508 2 & 507 3 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS 26 Show on the site plan.the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space 27 Revise plans to show the minimum required depth of landing where a door swings over the top landing The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 1003 3 4 4 28 Show, or note, that there is a level floor or landing on each side of all doors The floor or landing is to be <Yz" lower than the doorway threshold for the door to the walk-in produce/deli, per Section 113324 1 29 Show that the water closet is located in a space, per Section 1115B7 2, which provides a) >48" clear space in front of the water closet To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have 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 City of Carlsbad 01-3967 1/10/02 Yes a No a 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 Doug Moody at Esgil Corporation ThanK you City of Carlsbad 01-3967 1/10/02 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2618 El Camino Real PLAN CHECK NO O1-3967 DATE 1/10/02 BUILDING OCCUPANCY M TYPE OF CONSTRUCTION IIIN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 16262 cb 1994 UBC Building Permit Fee ^ j Valuation Multiplier 3000 By Ordinance Reg Mod VALUE ($) 487,860 487,860 $1,741.60 1994 UBC Plan Check Fee Type of Review Repetitive Fee Repeats 0 Complete Review D Other |—, Hourly Structural Only Hour Esgil Plan Review Fee $1,132.04 $975.30 Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE RESIDENTIAL RESIDENTIAL ADDITION MINOR «$1OV000.00) NT IMPROVEMENT \ PLAZA CAM1NO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER Docs/Misforms/Plannmg Engineering Approvals Carlsbad Fire Department 013967 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 02/Q1/2QQ2 Fire Prevention (760) 602-4660 Building Plan Reviewed by Name Address City, State Plan Checker Job Name Smart & Final Job Address 2618 El Cammo Real Mark Glover 5030 Viceroy Ave Norco CA 92860 Job# 013967 Bldg# CB013967 Ste orBldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field 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 D Approved Subject to 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 D Incomplete 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 Review FD Job # 1st 9nH 3rri Other Agency ID 013967 FDFile# - Carlsbad Fire Department 013967 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Building Plan Name Address City, State Mark Glover 5030 Viceroy Ave Norco CA 92860 - | Plan Checker Job Name Job Address Job# 013967 Smart & Final 2618 El Camino Real D Bldg# CB013967 Ste orBldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field 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 Approved The item you have submitted for review has been approved subject to the Subject to 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 ^-Incomplete 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 Review 1 fit ?nd 3rd FDJob# 013967 FD File # Other Agency ID Gartebad Fire Department Address 503° Viceroy Ave City, State Norco CA 92860 013967 1635 Faraday Ave Fire Prevention Carlsbad, CA 92008 (760} 602-4660 Plan Review Date of Report 01/23/2002 Reviewed by Name Mark Glover Plan Checker °13967 Job Name Smart & Final Job Address 2618 El Cammo Real Ste or Bldg No Building Plans do not indicate a Flow switch/Alarm on sprinkler riser please confirm presence or add to drawings GARYW ERBECK DIRECTOR SAN DIEGO OFFICE 1255 IMPERIAL AVE 3RD FLR SAN DIEGO CA 92101 [619)338-2222 DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION PO BOX 129261 SAN DIEGO CA 92112-9261 (619) 338-2298 FAX (619) 338-2245 1-800-253-9933 EAST COUNTY > 200 E MAIN ST 6TH FLOOR EL CAJON CA 92020 (619) 441-4030 RICHARD HAAS ASSISTANT DIRECTOR NORTH COUNTY 338 VIA VERA CRUZ, SUITE 201 SAN MARCOS CA 92069 {760)471-0730 PLAN CORRECTION SHEET EST NAME SITE ADDRESS^ GO' OWNER/BUILDER MAILING ADDRESS V/U CONTACT APPROVED/DISAPPROVED PLAN CHECKER fSrcleOne), Est RECHECK FEE REQUIRED $ ; Time ig nature) RECHECK APPOINTMENT DATE THE OfP7 OP F.NV(KQIWENTAL HEALTH., ,. . ., — - , .*--r •f+.i-' , , ,J.\<T<< B J •''T 5*~ft^i l^! ^\E\IA^fhOVc-L 3tT Or ^LH»-5i ^-b;.l -«j~^i^ ^NA THE JOB SITE. DURING CONSTRUCTION. I NOTICE CALL 338-2SS4 3 MID AMD FINAL YS PRIOR FOR INSPECTION CENTAL HEALTH SAN DIEGO COUNTY DEPARTMENT OF-E IF THERE'IS- FROM THE,DATE THE PLA^S APPROVED PLANS WILL >. BE RESUBMITTED FOR APPROVAL NVIRONME'NTAL HEALTH ! FTER ONE (1) YEAR\ f, .1 ..-^= .*•&. '. .^_ ^ P » * v SYMBOL LIST RLSBAD, CALIFORNIA RM ^BUILDING CODE .4AU ELECTRICAL CODE , :RM MECHANICAL CODE RM PLUMBING CODE )RNIA FIRE CODE REGULATIONS AND AMENDMENTS Q.FT. (GROSS) 5MART & FINAL N (SPR1NKIERED) ± 3,000 S P. F/100 = 394 SF/100 = 1468 F/15 = 1173 /Kri _ i ic LEASE SPACE V-N (SPR1NKL£RED) ± 7,346 S F 7,240 Sf/100 = 72 4 - - - DETAIL NUMBER-v SHEET, NUMBER:.; • DOOR NUMBER'"', ^ / v f SECTION- LETTER'" SHEET NUMBER INTERIOR ELEVATION WOOD (U.N.O.) PLYWOOD (U.N.O.) WOOD STUD PART. (U.N.O.) METAL STUD PART. (U.N.O.) BATT INSULATION (U.N.O.) BOARD INSULATION (U.N.O.) 17soaIRVINE,A.R.A,FAX\S49> 250-1676(949) 250-4117 *3S COmoc;o O Hm CO TDOmO O -Hm CO mni It . •tic ClUMf ENSINEEma INC Client: STRUCTURAL CALCULATIONS TARLOS & ASSOCIATES Project:SMART & FINAL Location:2618 EL CAMINO REAL, CARLSBAD, CA Building Code: 1997 UBC Plump File No: 011212 Revisions: By: R.P. Date: December 20, 2001 These calculations not valid unless signed and sealed in space above 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 Plump Engineering, Jnc 13210 Floience Avenue Santa Fc Springs, CA, 90670 562-777-0983 FAX 562-777-9613 RichaidPlump @ Pcica com RESPONSE TO BUILDING DEPARTMENT CORRECTIONS C'ailshad Aichilcct I ai los & Assoc 1'iofc.tl Small & 1 inal Dale r,muaiy2l,2002 Plan Check #01-3967 PLUMP Job// 011212 ITEM #,B D.C. RESPONSE STRUCTURAL COMMENTS 9 See Resubmitted plans and calculations 10 See attached calculations 11 See attached calculations 12 See attached calculations 13 See diawing S-2 14 Sec "Special Inspection" on S-l 15 See "Special Inspection" on S-l If you have any questions call me Sinceiely, Plump Engineering, Inc Richard Plump, P E President Sluic'ni.tl I321D Horcncc Avcnm, i,,ml i Tc Springs CA 90670 ||-|}^ Phone C>62) 777-0981 nimp N8iH[[ii«o INC I i\ (S6?) 777'IAR Dote Sheet 2618 EL CAMINO REAL, Carlsbad, CA 92008-1214 Save ^>^Aa^iiP^k v^sJI-«gi4jL"&'. X^sin^^~"^ <t _, ~4\""_- • y'^' ~£SLm t> ^^^ B *-SA^ \v-L®*f^V%, VrSc«fl4uera'Lake ^< ^J-W^ ^Vk'4 '?mi&ft<A hSs^f ^Xfe'/^^'Jff!'- ^A^WjtX WaV'Ailli7v^'iy\V^^\i\^,Ui Vriv rrfurirruciuh1ilrt * ©2000 ^pQuestcom Inc , O20QQ Navaaton uric PLUMP ENOIMfiUHO I4C Plump Engineering, Inc 13210 Florence Avenue Santa Fe Springs, CA, 90670 562-777-09ib 1'AX 562-777-9613 RiUiatclPlump @ Pcica com LATERAL ANALYSIS' DETERMINE BASE SHEAR Nv = R — Na = 1 1 55 002 1 04 SEISMIC LOADS Cv= 0 64 Nv Cv= 0 64 V= fCvJ / RT)W = 0 902 W h= 12 T= 0128948 Ca= 0 44 Na Ca= 044 V = (2 5 Ca I / R)W = 02 W \ V-z 0 1lCa I W= 0 048 W V= (08ZNvl/R)W = 0 058 W ACTUAL DESIGN SEISMIC COEF = 0 2 W SEISMIC ZONE 4, SOIL PROFILE Sd 12/20/2001 TOTAL DESIGN BASE SHEAR (30-4) NEED NOT EXCEED (30-5) NOT LESS THAN (30-6) NOT LESS THAN (30-7) (SEISMIC ZONE 4) DESIGN LOADS DEAD LOAD ROOF COVER 1/2" PLYWOOD ROOF RAFTERS INSULATION MECHANICAL SPRINKLERS T-BAR MISC TOTAL DEAD LOA = LIVE LOAD ROOF SECOND FLOOR 15 PSF 20 PSF 125 PSF 1 PSF 1 5 PSF 3 PSF 2 PSF 2 PSF 2 PSF 1 PSF 25 PSF COVEFK 5/8" PLYWS1OD FLOOR JOIS>§ INSULATION MECHANICAL SPRINKLERS T-BAR MISC TOTAL DEAD LOAD REDUCIBLE Consulting Engmeersjn Mmctural 13210 Florence Avenue S.mta FC Springs CA 90670P1"m IHC I i\ Client Title File Date Sheet Cunstiitinj; ITiiji»iicrs 111 Stnictiifal_En)qHCcrmg 13210 riorcnce Avenue Santa Vi, Springs CA 90670 Phone (562) 777-0981 IMC Fix (562) 777-9613 Date Sheet UL '. ttfOP -, e PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9513 Title SMARTS. FINAL Dsgnr RP Description Scope Job#011212 Date Rev 510300 Usu KW 0601611 Vcr513 22 Jim 1999 Win32 (c) l Steel Beam Design Page 1 p \enercalc\qi1212 ecw Calculations&rJia&Mi^^E?'ES&i3£v3*£iSSSi£*0&S$&^ &d&fiMiSZ:.KZ% Description NEW HEADER BEAM AT STORE FRONT General Information raafiP'ffl 1'iJtw tumni'im.'fl uetaxaii!/ gmaatij.u mv. Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements gsraywBCTaoasjCT*x^a!MStool Section W18X50 Center Span Left Cant Right Cant Lu Unbraced Length 1800 fl 000 ft 000 ft 1800 ft piMticd-Ptnned BrnWt Added to Loads LL &ST Act Together Fy Load Duration Factor Elastic Modulus 1 QO ?9, 0000 ksi Distributed Loads # 1 #2 #5 #6 #7 DL LL ST Start Location End Location LIfewra.oiuiii— 2P&3&&^^§&&&&&^&X^£ Summan Using W18 End Fixity = *$$izM%&&&te?^ V*?&J£9E?&i!£??WLJiKiiissJiiiHi^ii X50 sect Pmned- 1 560 0200 1Ji on, Span = 18 00ft, Fy = 36 Oksi Pinned1, Lu = 18 00ft, LDF= 1 000 Actual Moment to Shear fv Bendmg Stress fb/Fb Shear Stres* . _ fv/Fv 73 302 9890 0733 16 2 0 289 551 177 k-ft ksi 1 k ksi 1 Allowable 100050 13499 91 965 14400 k-ft ksi k ksi k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max Deflection Length/DL Defl Length/(DL+LL Defl) -0181 1,3179 1,1722 , • in ' 1 1 Force & Stress Summary «— These columns are Dead + Live Load placed as noted -->* Max M + Max M - Max M@Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left / Reaction @ Rt _\ Fa calc'd per 1 5-2 Section Properties BVMUMIw.»M««ML*m»UU»« Width Web Thick Flnnqo rincknoss Area Maximum 73 30 k-ft 1629k 16' 29k -0 184 m 0000 m 0 000 m „ PJipo ft 1629 \ V 1629 .^ W18X50 ^ 17990m 7495m 0 355 in 0570 In 1470in2 DL Only <S» 6520 1449 1449 -0 164 0000 0000 0000 /^" ~~~ — *x ( 1449 \ \ 1449 \ ^-__y ~ LL* l~(0 Weight l-xx i-yy S'XX S-yy LL Center 7330 1629 1629 -0184 0000 0000 0000 1629 1629 ,2-1 ~/ LL+ST (5) Center -0184 0000 0000 0000 1629 1629 IT^J-J 49 93 #/ft 800 00 in4 40 10 m4 88 938 In3 10700ln3 LL <3> Cants 0000 0000 0000 0000 VV r-xx r-yy Rt LL+ST (a) Cants k-ft k-fl k-ft k-ft | k k 0 000 in 0 000 m 0 000 in 0 000 in k k 7 377 in 1 652 in 1 940 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA J0670 562-777-0983 FAX 562-777-9613 Title SMARTS, FINAL Dsgnr RP Description Scope Job#011212 Date RPV 510300USLT KW 0601011 Ver 5 1 3 22 Jim 1999 Win32 (c) 19(13 99 ENERCALC Steol Beam Design Page 2 p \ene rcalcV011212 ecw C a icu lalions Description NEW HEApER BEAM AT STORE FRONT Sketch & Diagram 4WiJJUUirU!IIUi!IJUiJJUUUi!Ji!Uiill! 013 • 015 017 Locnl y" Denoclloii (In) •i 1 DIDOUsir KWQ601GII V.r5 1 3 2? .)•(c) 19fl399!:NtRCALC Description PLUMP ENGINEERING, INC, 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope Job#011212 Date NEW COLJJMN TO SUPPORT LINTEL General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS6X6X1/4 Column Height 12000ft End Fixity Pin-Pin Live & Short Term Loads Combined ry Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 45 00 ksi 1 310 29 000 00 ksi 12000ft 12000ft w, iduiiL ftwem "aw* rymm X-X Sidesway Y-Y Sidesway Kxx Kyy Restrampd Restrained 1 000 1 000 Loads Axial Load Dead Load Live Load Short Term Load 1449 k 1 80 k k Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments 4 000 in m Column Design OK Section TS6X6X1/4, Height = 12 00ft, Axial Loads DL = 1449, LL = 180, ST = 000k Ecc - 4000m Unbraced Lengths X-X = 12 00ft, Y-Y = 12 00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (\_\_ if Chosen] AISC Formula H1 -1 AISC Foimula H1 - 2 AISC Formula H1 - 3 03188 00396 03584 02694 XX Axis Fa calc'd per 1 5-1, K*L/r < Cc YY Axis Fa calc'd ppr 1 5-1, K*L/r < Cc Stresses 1 .*•», Allowable 8. Actual Stresses Dead Fa Allowable 2065 fa Actual 2 59 Fbxx Allow [F31] 2970 fb xx Actual 5 74 Fbyy Allow [F31] 2970 fb yy Actual 000 J~**K" *"* ksi ksi ksi ksi ksi ksi Live 2065 032 2970 071 2970 000 DL+LL DL + Short ksi 20 65 ksi ksi 2 91 ksi ksi 29 70 ksi ksi 6 45 ksi | ksi 29 70 ksi ksi 0 00 ksi 27 46 ksi 291 ksi 39 50 ksi 6 45 ksi 39 50 ksi 0 00 ksi Analysis Values 1 F'ex DL+LL 39,035 psi F'ey DL+LL 39,035 psi F'ex DL+LL+ST 51,917 psi F'ey DL+LL+ST 51,917 psi Max X-X Axis DefSectton -0 099 in at Section Properties TS6XGX1/4 Depth 6 00 m Weight Width 6 000 in Area Thickness 0 250 In Cmx Cm y Cm x Cm y DL+LL DL+LL DL+LL+ST DL+LL+ST 0 60 Cb x DL+LL 060 Cby DL+LL 060 Cbx DL+LL+ST 0 60 Cb y DL+LL+ST 6960ft Max Y-Y Axis Deflection 0000 in at 18 5 99 urn i -xx 59 m2 l-yy S-xx S-yy r-xx r-yy 1 75 1 75 1 75 1 75 0 000 ft 30 30m4 30 30m4 10 100 in3 10 100 m3 2328m 2328m PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Job#011212 Date ni" HPU s10300UsCi KW 0601611 Vcr513 22 Jim 1999 Win32 (c) 13B3 99 ENERCALC Scope Steel Column Page 2 Description NEW COLUMN TO SUPPORT LINTEL Sketch & Diagram Company Plump Engineering, Inc Designer RP Job Number 011212 SMART & FINAL January 21, 2002 Checked Bv 1 332 ft Geometry and Materials Length 3 33 ft eX 0 in Width 1 33ft eZ 0 in Thickness 12 in pX 8 in Height 2 in pZ 8 in Loads Allowable Soil Bearing 4000 psf Concrete Weight 145 pcf Concrete fc 2 ksi Steel fy 40 ksi Minimum Steel 0018 ' Rebar CL ,35 in P(k) DL 14 49 LL 1 8 Vx (k) Vz (k) MX (k-ft) | I [ | < +Vx ^-_-+Vz *~\+Mx Mz (k-ft) Overburden (psf) i 0 I | *-\+Mz +Over A D Service Combination Results D A A D _Descnp_tipn "DL+LL Load Sets DL+UL+WL DL+LL+WL DL+LL+EL' DL+LL+EL Allowable (psf) Max Beanngjpsf) OTMSF X-X OTMSF Z-Z DL+LL . DL+LL+WL DL+LL-WL DL+LL+EL DL+LL-EL 4000 5332 5332 5332 5332 3825 54 (A) 3825 54 (A) 3825 54 (A) 3825 54 (A) 3825 54 (A) NA NA NA NA NA NA NA" DL+LL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL+WL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL-WL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL+EL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL-EL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf RISAFoot Version 1 03 [C \RISA\011212 rft]Page 1 Company Designer Job Number Plump Engineering, Inc RP 011212 SMART & FINAL January 21, 2002 Checked By Flexure Design Results Description Load Sets and Factors Mu-XX (k~ft) ACI9 1 ACI 9 2(W) AC I 9 2(W) ACI 9 2(E) ACI 9 2(E) ACI 9 3(W) 1 4DL+1 7LL 1 05DL-H 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DI.H 275LLH 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL ACI 9 3(W) 9DL-1 3WL ACI93(E) 9DL+143EL ACI 9 3(E) 9DL-1 43EL 622 4665 4665 4665 4665 3 475 3475 ZDirAs(in2} Mu-ZZ (k-ft) 3475 3475 Controlling X direction steel requires the following placement A Region 1 (starts at A) 12 in Steel 185 in2 Region 2 (middle) 15 96 in Steel 493 in2 Region 3 (ends at B) 12 in Steel 185 in2 D 345 345 345 345 345 345 345 966 725 725 725 725 54 54 345 54 j 345 | 54 ::::::: B ::::::: C XDrrAs(m2) 863 863 863 863 863 863 863 863 L 863 J Shear Check Results Two Way (Punching) Vc NA One Way (X Dir Cut) Vc 12 134 k One Way (Z Dir Cut) Vc 30 38 k Punching X Dir Cut Z Dir Cut Description AC! 91 ACI 9 2(W) ACI 9 2<W) ACI 9 2{E) ACI 9 2(E) ACf 9 3(W) ACI 9 3{W) ACI 9 3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL 1 05DL+1 275LL+1.275WL I 05DLM 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL" 9DC+V3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Vu(k) NA NA NA NA " N A NA" NA NA NA Vu/ - Vc NA NA NA "NA NA NA NA NA NA Vu(k) 4373 328 328 328 ~" 328 " "~2443~ 2443 2443 2443 Vu/ Vc 424 318 318 318 "318 237 237 237 237 Vu(k) 012 009 009 009 009 007 007 007 007 Vu/ V 0 0 0 0 0 0 0 0 o Concrete Bearing Check Results (Only Vertical Loads Considered!)' Bearing Be 217056k Description Load Sets and Factors Bearing Bu (k) Bearing Bu/> Be ACI 9.1 ACI 9 2(W) ACI_9_2(W)__ AClj[2(E)_ ACI 9 2(E) ACI 9 3(W) ACI93(W) AClT3(E) ACI 9" 3{E) 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL 23361 17521 17521 17521 17521 13051 13051 13051 13051 154 115 115 115 115 086 086 086 086 RISAFoot Version 1 03 [C \RISA\011212 rft]Page 2 PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Re* 510300 User KW0601B1I Vor 5 1 3 72 Jim 19B1 (,) I9S3 B9 rNERCALC Title SMARTS FINAL Dsgnr RP Description Scope Job#011212 Date Steel Beam Design Page 1 p \enercalc\011212 ecw Calculations"'"' i>-JUW,A,J>,U* — *».i'" V.' .••'.•» IH-PL..L, U .1 fWlfX"\J>. • JU nUji Description HORIZ.SUPPORT General Information Calculations arc designed to AISC 9th Edition ASD and 1997 UBC Requirements '•T.TB.vmj^Li.i-LUL.n.i ^TfcJBi&.Tis'SftjnH^rr Fy Load Duration Factor Elastic Modulus Steel Section TS8X4X3/8 Center Span Left Cant Right Cant Lu Unbraced Length Distributed Loads 20 00 ft 000 ft 000 ft 2000 ft Pinned-Pinned LL&ST Act Together 36 OOksi 1 00 29,0000ksi #6 DL LL ST 0 296 Start Location End Location 20 000 |*«wa. 1 ^^mx^s^^^^sm^xstsurnxmnMOfi.Summary f k/ft k/ft k/ft ft ft Beam OK Using TS8X4X3/8 section, Span = 20 00ft, Fy = 36 Oksi End Fixity = Pinned-Pinned, Lu = 20 00ft, LDF = 1 000 Moment fb Bending Stress fb/ Fb Shear fv Shear Stres< fv/Fv Actual 14800 k-ft 11 477 ksi 0 483 1 2960 k 0 493 ksi 0034 1 Allowable 30 640 k-ft 23 760 ksi 43 200 k 14 400 ksi Max Deflection Length/DL Defl Length/(DL+LL Defl) jovGrns* oiicoa -0594 00 4043 in 1 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted -» Max M + Max M - Max M @ Left Max M @ Right Shear® Left Shear© Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Maximum 14 80 k-ft 296k 2'96k -0594 m 0 000 in 0 000 m 0000ft LL _@ Center 0000 0000 0000 0000 0000 0000 0000 0000 Reaction @ Left 2 96 Reaction @ Rt 2 96 Fa calc'd per 1 5-2, K*L/r > Cc LL+ST (qj Center 1480 296 296 -0594 0000 0000 0000 296 296 LL (Sj Cants 0000 0000 0000 0000 LL+ST % Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 m 0 000 m k k Section Properties TS8X4X3/8 Depth Width Thickness Area 8 000 in 4 000 in 0 375 in 808m2 Weight l-xx l-yy S-xx S~yy 27 45 #/ft 61 90 m4 20 60 in4 15475m3 10300m3 r-xx r-yy 2 768 in 1 597 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope riu«' pi i in in it nt Rev 510300User KIVOSOIGI! U<Y5 I 3 22 Jun 1999 Win32 (c) I9B3 19 ENERCALC Steel Beam Design Job#011212 Date Page 2 Description HORIZ 'SqPPORT Sketch & Diagram ".taaim^iini'ji, W3<u».s;"i n 12 00 i 'io noo son Poon "•i4'J.I!J{|iUUUIJUJIU!U!iUU!JU!lliiU Mirni= 14 6k II Dmax = 0 594m Rmai = 29BOk Vnnx @ rt = 1 B60k PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMARTS FINAL Dsgnr RP Description Scope Job#011212 Rev 5103QQ User KW 0601011 Vcr 5 1 3 22 Jun 1BB9 Win32(c) 19S3 99 ENERCALC Steel Beam Design Date Page !• p \engrcalc\011212• ecw Calculations Description VERT SUPPORT General Information Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements h '^'"^^^^-'"^^i^^^^^M'^issA^'j^is^^U^iL^unw.MAiia.'JM»«!»"u,~Mt n *jjwi^wi-i|..-j.yi).'i!ifu«jui.".i.ii i •• • --•> -,^#,. .^. •c.^.U'..^.-^jJ^a^.^i^^a^m;'i!-a^k£^t«^^ Steel Section • TS8X6X1/2 Fy iG ooksi Center Span Left Cant Right Cant Lu Unbraced Length Pinned-Pmned Load Duration Factor 1 00 24 00 ft Elastic Modulus 29,000 Oksi 0 00 ft LL & ST Act Together 000 ft 24 00 ft Point Loads Dead Load Live Load Short Term Location #1 #2 #3 #5 #6 #7 5238 12000 Summar,V 1 Using TS8X6X1/2 section, Span = 24 00ft, Fy = 36 Oksi End Fixity = Pinned-Pmnedi Lu = 24 00ft, LDF = 1 000 Actual Moment fb Bending Stress fb/Fb Shear fv Shear Sires; fv/Fv 31 428 14646 0616 2619 0 0 327 023 k-ft ksi 1 k ksi 1 Allowable 50985 23760 57600 14400 k-ft ksi k ksi Beam OK Short Term Load Case Governs Stress Max Deflection -0 873 in Length/DL Defl 0 0 1 Length/(DL+LL Defl) 330 0 1 Force & Stress Summary U J!S'fli;!A<iJ'«jttia^ «-- These columns are Dead + Live Load placed as noted --» Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear ©Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Maximum 31 43 k-ft 262k 262k -0 873 m 0000 m 0 000 m 0000ft LL Center 0000 0000 0000 0000 0000 0000 0000 0000 Reaction @ Left 2 62 Reaction @ Rt 2 62 Fa calc'd per 1 5-2, K*L/r > Cc Section Properties TS8X6X1/2 LL+ST jg)_Center_ 31 43 262 262 -0873 0000 0000 0000 262 262 LL Cants 0000 0000 0000 0000 LL+ST 5) Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 in k k Depth Width Thickness Area 8 000 in 6000m 0 500 in 1240m2 Weight I -XX l-yy S-xx S-yy 42 1 2 #/ft 10300m4 65 70 in4 25 750 m3 21 900 m3 r-xx r-yy 2 882 in 2 302 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMARTS. FINAL Dsgnr, RP Description Scope Job#011212 Date Rov 5I03CO User KW 0601611 Vcr 5 1 3 22 Jim 1999 (c) 19B3 99 CNERCALC Steel Beam Design Page 2 p tenefca lc\pl 1212 ecw Calcu lations Description VERT SUPPORT Sketch & Diagram WTOWH* oo ,14 «* iKiso ,!93c. Pino 7100 Mmix = 31 4k (I DiTm= Oe'3in Vmax@lefl = 2G19k Local y'Dsfloclion (In) f 1 Lt"f-^t- PLUMP ENGINEERING, INC Iff SJff 1321° FLORENCE AVE jlbES^ SANTA FE SPRINGS, CA 90670 HT 562-777-0983 FAX 562-777-961 3 sH StrictUK"' mumim nc RFV 510300 U=LT KW06Q1G1I Vtr& 13 22 Jim 1909 Win32[-) 10B3 99ENERCALU Description CHECK General Information Uitil Lateral force Seismic Zone Load Duration Factor Shear Pier Data 1 .f »*«,«*>. if J~ u 1 «, «,s j™-^ , Pier Height Pier Length Wall Thickness "j" Depth Mult Pier Fixity fm Fs Sp Insp Grout Spacing | Analysis Data yw^*EB^^.«M^^*«Mb. ^^.jsaaw.™, Height/Length (H/L)A3 Rel Defl Sum Rigidity Rigidity = 001 /Defl % Force to Pier Shear to Pier Relative Defl * 10A5 M / (V'Depth) Title SMART & Dsgnr RP Description Scope FINAL Date Job#011212 n I Masonry Pier Analysis & Design . , Ul,,,10 n p?9f( 1 [3 * ** p\enercalc\011?12et,wCalculations j (E) SHEAR PIERS *&!ue.t,~&ti&y&.v<j!&t&&#x<* '-.^..rf^^s; Calculations are designed to Pier#1 1200ft 21 50ft 8 in 090 Pin-Fix 1,500 psi 24,000ps No 8 in Pier#1 05581 0 1739 1396122 31 96 7 163 022 21 814k 13 96 in 0558 H7 34 k 4 1 33 Pier #2 1200ft 600ft 8 in 090 Pin-Fix 1,500 psi 24,000 psi No 8 in Pier #2 20000 80000 503 5556 1 986 006 6048 k 50 36 in 2000 Pier #3 1200ft 600ft 8 in 090 Pin-Fix 1,500 psi 24,000 psi No 8m Pier #3 20000 80000 503 5556 1 986 006 6048 k 50 36 in 2000 Moduli Em = fm " Moduli Ev = f m ' Pier #4 1200ft 3383ft 8 in 090 Pin-Fix 1,500 psi 24, 000 psi No 8 in Pier #4 03547 00446 886985 11 274 035 34 335 k 000 in 0355 1997 UBC Requirements t (".o no 040 Pier #5 12 00 ft 28 67 ft 8 in 090 Pm-Fix 1,500 psi 24,000 psi No 8 in Pier #5 04186 00733 1 04 67 1 6 9554 0 iO 29 095 k 1047 in 0419 L s SSKS^tesssKiSK^yMiasiK&iS&WMji Summary 1™ Shear Reinforcing fv=V/(12*est*]d) Fv w/o Remf Fv w/ Remf Bending Reinforcing Moment @ End "d" to tension As Bending As Req'd Pier#1 18 54 psi 29 55 psi 44 32 psi Not Req'd mA2/ft 261 76 k-ft 1935ft 0 42 m2 Pier #2 1842 psi 23 28 psi 38 63 psi Not Req'd inA2/ft 72 58 k-ft 540 ft 0 42 m2 Pier #3 18 42 psi 23 28 psi 38 63 psi Not Req'd mA2/ft 72 58 k-ft 540ft 0 42 in2 Pier #4 18 55 psi ' 31 30 psi 46 94 psi Not Req'd m"2/ft 41 2 02 k-ft 3045ft 0 42 ir.2 Pier #5 18 55 psi 30 75 psi 46 12 psi Not Req d mA2/ft 349 14 k-ft 2580ft 0 42 m2 n$ a "5P t :to\*t i fe 3 i..w <& ^ *? *""•'«:.rr «*,.- ^i.«.j ii:^:>*i-IV >ui\ y-; 8 luAa.rh • ** *> j r^ . jI ,i X "j^ O n. , «T ^ ^^fei^^l^ ''V^'v-' *^»t iS**1^iy^^.%t^v^^:t -\'^F%yr ,V ^*? -(; , s >; '• \i, ,.' ^ . \ • W^mf^-;1 *r Vi: a-i-f "V^*- ^-* Sf1'Bwi^^r-?^'/ ^^w*^" ^* -5 : •aS?ftfi'^*... feir/.A . ,;•' ^t- A'-0? Ut-LJ ID : Ha-.ULlMlhb MXKXXXi-^. 7^^ 05/08 P Wb/03 o*\^ IMI'LUS i MbbUL 1HIE5 -- v L , -! '3V-/! P 88/08 It . •tic ClUMf ENSINEEma INC Client: STRUCTURAL CALCULATIONS TARLOS & ASSOCIATES Project:SMART & FINAL Location:2618 EL CAMINO REAL, CARLSBAD, CA Building Code: 1997 UBC Plump File No: 011212 Revisions: By: R.P. Date: December 20, 2001 These calculations not valid unless signed and sealed in space above 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 Plump Engineering, Jnc 13210 Floience Avenue Santa Fc Springs, CA, 90670 562-777-0983 FAX 562-777-9613 RichaidPlump @ Pcica com RESPONSE TO BUILDING DEPARTMENT CORRECTIONS C'ailshad Aichilcct I ai los & Assoc 1'iofc.tl Small & 1 inal Dale r,muaiy2l,2002 Plan Check #01-3967 PLUMP Job// 011212 ITEM #,B D.C. RESPONSE STRUCTURAL COMMENTS 9 See Resubmitted plans and calculations 10 See attached calculations 11 See attached calculations 12 See attached calculations 13 See diawing S-2 14 Sec "Special Inspection" on S-l 15 See "Special Inspection" on S-l If you have any questions call me Sinceiely, Plump Engineering, Inc Richard Plump, P E President Sluic'ni.tl I321D Horcncc Avcnm, i,,ml i Tc Springs CA 90670 ||-|}^ Phone C>62) 777-0981 nimp N8iH[[ii«o INC I i\ (S6?) 777'IAR Dote Sheet 2618 EL CAMINO REAL, Carlsbad, CA 92008-1214 Save ^>^Aa^iiP^k v^sJI-«gi4jL"&'. X^sin^^~"^ <t _, ~4\""_- • y'^' ~£SLm t> ^^^ B *-SA^ \v-L®*f^V%, VrSc«fl4uera'Lake ^< ^J-W^ ^Vk'4 '?mi&ft<A hSs^f ^Xfe'/^^'Jff!'- ^A^WjtX WaV'Ailli7v^'iy\V^^\i\^,Ui Vriv rrfurirruciuh1ilrt * ©2000 ^pQuestcom Inc , O20QQ Navaaton uric PLUMP ENOIMfiUHO I4C Plump Engineering, Inc 13210 Florence Avenue Santa Fe Springs, CA, 90670 562-777-09ib 1'AX 562-777-9613 RiUiatclPlump @ Pcica com LATERAL ANALYSIS' DETERMINE BASE SHEAR Nv = R — Na = 1 1 55 002 1 04 SEISMIC LOADS Cv= 0 64 Nv Cv= 0 64 V= fCvJ / RT)W = 0 902 W h= 12 T= 0128948 Ca= 0 44 Na Ca= 044 V = (2 5 Ca I / R)W = 02 W \ V-z 0 1lCa I W= 0 048 W V= (08ZNvl/R)W = 0 058 W ACTUAL DESIGN SEISMIC COEF = 0 2 W SEISMIC ZONE 4, SOIL PROFILE Sd 12/20/2001 TOTAL DESIGN BASE SHEAR (30-4) NEED NOT EXCEED (30-5) NOT LESS THAN (30-6) NOT LESS THAN (30-7) (SEISMIC ZONE 4) DESIGN LOADS DEAD LOAD ROOF COVER 1/2" PLYWOOD ROOF RAFTERS INSULATION MECHANICAL SPRINKLERS T-BAR MISC TOTAL DEAD LOA = LIVE LOAD ROOF SECOND FLOOR 15 PSF 20 PSF 125 PSF 1 PSF 1 5 PSF 3 PSF 2 PSF 2 PSF 2 PSF 1 PSF 25 PSF COVEFK 5/8" PLYWS1OD FLOOR JOIS>§ INSULATION MECHANICAL SPRINKLERS T-BAR MISC TOTAL DEAD LOAD REDUCIBLE Consulting Engmeersjn Mmctural 13210 Florence Avenue S.mta FC Springs CA 90670P1"m IHC I i\ Client Title File Date Sheet Cunstiitinj; ITiiji»iicrs 111 Stnictiifal_En)qHCcrmg 13210 riorcnce Avenue Santa Vi, Springs CA 90670 Phone (562) 777-0981 IMC Fix (562) 777-9613 Date Sheet UL '. ttfOP -, e PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9513 Title SMARTS. FINAL Dsgnr RP Description Scope Job#011212 Date Rev 510300 Usu KW 0601611 Vcr513 22 Jim 1999 Win32 (c) l Steel Beam Design Page 1 p \enercalc\qi1212 ecw Calculations&rJia&Mi^^E?'ES&i3£v3*£iSSSi£*0&S$&^ &d&fiMiSZ:.KZ% Description NEW HEADER BEAM AT STORE FRONT General Information raafiP'ffl 1'iJtw tumni'im.'fl uetaxaii!/ gmaatij.u mv. Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements gsraywBCTaoasjCT*x^a!MStool Section W18X50 Center Span Left Cant Right Cant Lu Unbraced Length 1800 fl 000 ft 000 ft 1800 ft piMticd-Ptnned BrnWt Added to Loads LL &ST Act Together Fy Load Duration Factor Elastic Modulus 1 QO ?9, 0000 ksi Distributed Loads # 1 #2 #5 #6 #7 DL LL ST Start Location End Location LIfewra.oiuiii— 2P&3&&^^§&&&&&^&X^£ Summan Using W18 End Fixity = *$$izM%&&&te?^ V*?&J£9E?&i!£??WLJiKiiissJiiiHi^ii X50 sect Pmned- 1 560 0200 1Ji on, Span = 18 00ft, Fy = 36 Oksi Pinned1, Lu = 18 00ft, LDF= 1 000 Actual Moment to Shear fv Bendmg Stress fb/Fb Shear Stres* . _ fv/Fv 73 302 9890 0733 16 2 0 289 551 177 k-ft ksi 1 k ksi 1 Allowable 100050 13499 91 965 14400 k-ft ksi k ksi k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max Deflection Length/DL Defl Length/(DL+LL Defl) -0181 1,3179 1,1722 , • in ' 1 1 Force & Stress Summary «— These columns are Dead + Live Load placed as noted -->* Max M + Max M - Max M@Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left / Reaction @ Rt _\ Fa calc'd per 1 5-2 Section Properties BVMUMIw.»M««ML*m»UU»« Width Web Thick Flnnqo rincknoss Area Maximum 73 30 k-ft 1629k 16' 29k -0 184 m 0000 m 0 000 m „ PJipo ft 1629 \ V 1629 .^ W18X50 ^ 17990m 7495m 0 355 in 0570 In 1470in2 DL Only <S» 6520 1449 1449 -0 164 0000 0000 0000 /^" ~~~ — *x ( 1449 \ \ 1449 \ ^-__y ~ LL* l~(0 Weight l-xx i-yy S'XX S-yy LL Center 7330 1629 1629 -0184 0000 0000 0000 1629 1629 ,2-1 ~/ LL+ST (5) Center -0184 0000 0000 0000 1629 1629 IT^J-J 49 93 #/ft 800 00 in4 40 10 m4 88 938 In3 10700ln3 LL <3> Cants 0000 0000 0000 0000 VV r-xx r-yy Rt LL+ST (a) Cants k-ft k-fl k-ft k-ft | k k 0 000 in 0 000 m 0 000 in 0 000 in k k 7 377 in 1 652 in 1 940 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA J0670 562-777-0983 FAX 562-777-9613 Title SMARTS, FINAL Dsgnr RP Description Scope Job#011212 Date RPV 510300USLT KW 0601011 Ver 5 1 3 22 Jim 1999 Win32 (c) 19(13 99 ENERCALC Steol Beam Design Page 2 p \ene rcalcV011212 ecw C a icu lalions Description NEW HEApER BEAM AT STORE FRONT Sketch & Diagram 4WiJJUUirU!IIUi!IJUiJJUUUi!Ji!Uiill! 013 • 015 017 Locnl y" Denoclloii (In) •i 1 DIDOUsir KWQ601GII V.r5 1 3 2? .)•(c) 19fl399!:NtRCALC Description PLUMP ENGINEERING, INC, 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope Job#011212 Date NEW COLJJMN TO SUPPORT LINTEL General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS6X6X1/4 Column Height 12000ft End Fixity Pin-Pin Live & Short Term Loads Combined ry Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 45 00 ksi 1 310 29 000 00 ksi 12000ft 12000ft w, iduiiL ftwem "aw* rymm X-X Sidesway Y-Y Sidesway Kxx Kyy Restrampd Restrained 1 000 1 000 Loads Axial Load Dead Load Live Load Short Term Load 1449 k 1 80 k k Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments 4 000 in m Column Design OK Section TS6X6X1/4, Height = 12 00ft, Axial Loads DL = 1449, LL = 180, ST = 000k Ecc - 4000m Unbraced Lengths X-X = 12 00ft, Y-Y = 12 00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (\_\_ if Chosen] AISC Formula H1 -1 AISC Foimula H1 - 2 AISC Formula H1 - 3 03188 00396 03584 02694 XX Axis Fa calc'd per 1 5-1, K*L/r < Cc YY Axis Fa calc'd ppr 1 5-1, K*L/r < Cc Stresses 1 .*•», Allowable 8. Actual Stresses Dead Fa Allowable 2065 fa Actual 2 59 Fbxx Allow [F31] 2970 fb xx Actual 5 74 Fbyy Allow [F31] 2970 fb yy Actual 000 J~**K" *"* ksi ksi ksi ksi ksi ksi Live 2065 032 2970 071 2970 000 DL+LL DL + Short ksi 20 65 ksi ksi 2 91 ksi ksi 29 70 ksi ksi 6 45 ksi | ksi 29 70 ksi ksi 0 00 ksi 27 46 ksi 291 ksi 39 50 ksi 6 45 ksi 39 50 ksi 0 00 ksi Analysis Values 1 F'ex DL+LL 39,035 psi F'ey DL+LL 39,035 psi F'ex DL+LL+ST 51,917 psi F'ey DL+LL+ST 51,917 psi Max X-X Axis DefSectton -0 099 in at Section Properties TS6XGX1/4 Depth 6 00 m Weight Width 6 000 in Area Thickness 0 250 In Cmx Cm y Cm x Cm y DL+LL DL+LL DL+LL+ST DL+LL+ST 0 60 Cb x DL+LL 060 Cby DL+LL 060 Cbx DL+LL+ST 0 60 Cb y DL+LL+ST 6960ft Max Y-Y Axis Deflection 0000 in at 18 5 99 urn i -xx 59 m2 l-yy S-xx S-yy r-xx r-yy 1 75 1 75 1 75 1 75 0 000 ft 30 30m4 30 30m4 10 100 in3 10 100 m3 2328m 2328m PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Job#011212 Date ni" HPU s10300UsCi KW 0601611 Vcr513 22 Jim 1999 Win32 (c) 13B3 99 ENERCALC Scope Steel Column Page 2 Description NEW COLUMN TO SUPPORT LINTEL Sketch & Diagram Company Plump Engineering, Inc Designer RP Job Number 011212 SMART & FINAL January 21, 2002 Checked Bv 1 332 ft Geometry and Materials Length 3 33 ft eX 0 in Width 1 33ft eZ 0 in Thickness 12 in pX 8 in Height 2 in pZ 8 in Loads Allowable Soil Bearing 4000 psf Concrete Weight 145 pcf Concrete fc 2 ksi Steel fy 40 ksi Minimum Steel 0018 ' Rebar CL ,35 in P(k) DL 14 49 LL 1 8 Vx (k) Vz (k) MX (k-ft) | I [ | < +Vx ^-_-+Vz *~\+Mx Mz (k-ft) Overburden (psf) i 0 I | *-\+Mz +Over A D Service Combination Results D A A D _Descnp_tipn "DL+LL Load Sets DL+UL+WL DL+LL+WL DL+LL+EL' DL+LL+EL Allowable (psf) Max Beanngjpsf) OTMSF X-X OTMSF Z-Z DL+LL . DL+LL+WL DL+LL-WL DL+LL+EL DL+LL-EL 4000 5332 5332 5332 5332 3825 54 (A) 3825 54 (A) 3825 54 (A) 3825 54 (A) 3825 54 (A) NA NA NA NA NA NA NA" DL+LL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL+WL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL-WL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL+EL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL-EL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf RISAFoot Version 1 03 [C \RISA\011212 rft]Page 1 Company Designer Job Number Plump Engineering, Inc RP 011212 SMART & FINAL January 21, 2002 Checked By Flexure Design Results Description Load Sets and Factors Mu-XX (k~ft) ACI9 1 ACI 9 2(W) AC I 9 2(W) ACI 9 2(E) ACI 9 2(E) ACI 9 3(W) 1 4DL+1 7LL 1 05DL-H 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DI.H 275LLH 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL ACI 9 3(W) 9DL-1 3WL ACI93(E) 9DL+143EL ACI 9 3(E) 9DL-1 43EL 622 4665 4665 4665 4665 3 475 3475 ZDirAs(in2} Mu-ZZ (k-ft) 3475 3475 Controlling X direction steel requires the following placement A Region 1 (starts at A) 12 in Steel 185 in2 Region 2 (middle) 15 96 in Steel 493 in2 Region 3 (ends at B) 12 in Steel 185 in2 D 345 345 345 345 345 345 345 966 725 725 725 725 54 54 345 54 j 345 | 54 ::::::: B ::::::: C XDrrAs(m2) 863 863 863 863 863 863 863 863 L 863 J Shear Check Results Two Way (Punching) Vc NA One Way (X Dir Cut) Vc 12 134 k One Way (Z Dir Cut) Vc 30 38 k Punching X Dir Cut Z Dir Cut Description AC! 91 ACI 9 2(W) ACI 9 2<W) ACI 9 2{E) ACI 9 2(E) ACf 9 3(W) ACI 9 3{W) ACI 9 3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL 1 05DL+1 275LL+1.275WL I 05DLM 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL" 9DC+V3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Vu(k) NA NA NA NA " N A NA" NA NA NA Vu/ - Vc NA NA NA "NA NA NA NA NA NA Vu(k) 4373 328 328 328 ~" 328 " "~2443~ 2443 2443 2443 Vu/ Vc 424 318 318 318 "318 237 237 237 237 Vu(k) 012 009 009 009 009 007 007 007 007 Vu/ V 0 0 0 0 0 0 0 0 o Concrete Bearing Check Results (Only Vertical Loads Considered!)' Bearing Be 217056k Description Load Sets and Factors Bearing Bu (k) Bearing Bu/> Be ACI 9.1 ACI 9 2(W) ACI_9_2(W)__ AClj[2(E)_ ACI 9 2(E) ACI 9 3(W) ACI93(W) AClT3(E) ACI 9" 3{E) 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL 23361 17521 17521 17521 17521 13051 13051 13051 13051 154 115 115 115 115 086 086 086 086 RISAFoot Version 1 03 [C \RISA\011212 rft]Page 2 PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Re* 510300 User KW0601B1I Vor 5 1 3 72 Jim 19B1 (,) I9S3 B9 rNERCALC Title SMARTS FINAL Dsgnr RP Description Scope Job#011212 Date Steel Beam Design Page 1 p \enercalc\011212 ecw Calculations"'"' i>-JUW,A,J>,U* — *».i'" V.' .••'.•» IH-PL..L, U .1 fWlfX"\J>. • JU nUji Description HORIZ.SUPPORT General Information Calculations arc designed to AISC 9th Edition ASD and 1997 UBC Requirements '•T.TB.vmj^Li.i-LUL.n.i ^TfcJBi&.Tis'SftjnH^rr Fy Load Duration Factor Elastic Modulus Steel Section TS8X4X3/8 Center Span Left Cant Right Cant Lu Unbraced Length Distributed Loads 20 00 ft 000 ft 000 ft 2000 ft Pinned-Pinned LL&ST Act Together 36 OOksi 1 00 29,0000ksi #6 DL LL ST 0 296 Start Location End Location 20 000 |*«wa. 1 ^^mx^s^^^^sm^xstsurnxmnMOfi.Summary f k/ft k/ft k/ft ft ft Beam OK Using TS8X4X3/8 section, Span = 20 00ft, Fy = 36 Oksi End Fixity = Pinned-Pinned, Lu = 20 00ft, LDF = 1 000 Moment fb Bending Stress fb/ Fb Shear fv Shear Stres< fv/Fv Actual 14800 k-ft 11 477 ksi 0 483 1 2960 k 0 493 ksi 0034 1 Allowable 30 640 k-ft 23 760 ksi 43 200 k 14 400 ksi Max Deflection Length/DL Defl Length/(DL+LL Defl) jovGrns* oiicoa -0594 00 4043 in 1 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted -» Max M + Max M - Max M @ Left Max M @ Right Shear® Left Shear© Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Maximum 14 80 k-ft 296k 2'96k -0594 m 0 000 in 0 000 m 0000ft LL _@ Center 0000 0000 0000 0000 0000 0000 0000 0000 Reaction @ Left 2 96 Reaction @ Rt 2 96 Fa calc'd per 1 5-2, K*L/r > Cc LL+ST (qj Center 1480 296 296 -0594 0000 0000 0000 296 296 LL (Sj Cants 0000 0000 0000 0000 LL+ST % Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 m 0 000 m k k Section Properties TS8X4X3/8 Depth Width Thickness Area 8 000 in 4 000 in 0 375 in 808m2 Weight l-xx l-yy S-xx S~yy 27 45 #/ft 61 90 m4 20 60 in4 15475m3 10300m3 r-xx r-yy 2 768 in 1 597 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope riu«' pi i in in it nt Rev 510300User KIVOSOIGI! U<Y5 I 3 22 Jun 1999 Win32 (c) I9B3 19 ENERCALC Steel Beam Design Job#011212 Date Page 2 Description HORIZ 'SqPPORT Sketch & Diagram ".taaim^iini'ji, W3<u».s;"i n 12 00 i 'io noo son Poon "•i4'J.I!J{|iUUUIJUJIU!U!iUU!JU!lliiU Mirni= 14 6k II Dmax = 0 594m Rmai = 29BOk Vnnx @ rt = 1 B60k PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMARTS FINAL Dsgnr RP Description Scope Job#011212 Rev 5103QQ User KW 0601011 Vcr 5 1 3 22 Jun 1BB9 Win32(c) 19S3 99 ENERCALC Steel Beam Design Date Page !• p \engrcalc\011212• ecw Calculations Description VERT SUPPORT General Information Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements h '^'"^^^^-'"^^i^^^^^M'^issA^'j^is^^U^iL^unw.MAiia.'JM»«!»"u,~Mt n *jjwi^wi-i|..-j.yi).'i!ifu«jui.".i.ii i •• • --•> -,^#,. .^. •c.^.U'..^.-^jJ^a^.^i^^a^m;'i!-a^k£^t«^^ Steel Section • TS8X6X1/2 Fy iG ooksi Center Span Left Cant Right Cant Lu Unbraced Length Pinned-Pmned Load Duration Factor 1 00 24 00 ft Elastic Modulus 29,000 Oksi 0 00 ft LL & ST Act Together 000 ft 24 00 ft Point Loads Dead Load Live Load Short Term Location #1 #2 #3 #5 #6 #7 5238 12000 Summar,V 1 Using TS8X6X1/2 section, Span = 24 00ft, Fy = 36 Oksi End Fixity = Pinned-Pmnedi Lu = 24 00ft, LDF = 1 000 Actual Moment fb Bending Stress fb/Fb Shear fv Shear Sires; fv/Fv 31 428 14646 0616 2619 0 0 327 023 k-ft ksi 1 k ksi 1 Allowable 50985 23760 57600 14400 k-ft ksi k ksi Beam OK Short Term Load Case Governs Stress Max Deflection -0 873 in Length/DL Defl 0 0 1 Length/(DL+LL Defl) 330 0 1 Force & Stress Summary U J!S'fli;!A<iJ'«jttia^ «-- These columns are Dead + Live Load placed as noted --» Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear ©Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Maximum 31 43 k-ft 262k 262k -0 873 m 0000 m 0 000 m 0000ft LL Center 0000 0000 0000 0000 0000 0000 0000 0000 Reaction @ Left 2 62 Reaction @ Rt 2 62 Fa calc'd per 1 5-2, K*L/r > Cc Section Properties TS8X6X1/2 LL+ST jg)_Center_ 31 43 262 262 -0873 0000 0000 0000 262 262 LL Cants 0000 0000 0000 0000 LL+ST 5) Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 in k k Depth Width Thickness Area 8 000 in 6000m 0 500 in 1240m2 Weight I -XX l-yy S-xx S-yy 42 1 2 #/ft 10300m4 65 70 in4 25 750 m3 21 900 m3 r-xx r-yy 2 882 in 2 302 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMARTS. FINAL Dsgnr, RP Description Scope Job#011212 Date Rov 5I03CO User KW 0601611 Vcr 5 1 3 22 Jim 1999 (c) 19B3 99 CNERCALC Steel Beam Design Page 2 p tenefca lc\pl 1212 ecw Calcu lations Description VERT SUPPORT Sketch & Diagram WTOWH* oo ,14 «* iKiso ,!93c. Pino 7100 Mmix = 31 4k (I DiTm= Oe'3in Vmax@lefl = 2G19k Local y'Dsfloclion (In) f 1 Lt"f-^t- PLUMP ENGINEERING, INC Iff SJff 1321° FLORENCE AVE jlbES^ SANTA FE SPRINGS, CA 90670 HT 562-777-0983 FAX 562-777-961 3 sH StrictUK"' mumim nc RFV 510300 U=LT KW06Q1G1I Vtr& 13 22 Jim 1909 Win32[-) 10B3 99ENERCALU Description CHECK General Information Uitil Lateral force Seismic Zone Load Duration Factor Shear Pier Data 1 .f »*«,«*>. if J~ u 1 «, «,s j™-^ , Pier Height Pier Length Wall Thickness "j" Depth Mult Pier Fixity fm Fs Sp Insp Grout Spacing | Analysis Data yw^*EB^^.«M^^*«Mb. ^^.jsaaw.™, Height/Length (H/L)A3 Rel Defl Sum Rigidity Rigidity = 001 /Defl % Force to Pier Shear to Pier Relative Defl * 10A5 M / (V'Depth) Title SMART & Dsgnr RP Description Scope FINAL Date Job#011212 n I Masonry Pier Analysis & Design . , Ul,,,10 n p?9f( 1 [3 * ** p\enercalc\011?12et,wCalculations j (E) SHEAR PIERS *&!ue.t,~&ti&y&.v<j!&t&&#x<* '-.^..rf^^s; Calculations are designed to Pier#1 1200ft 21 50ft 8 in 090 Pin-Fix 1,500 psi 24,000ps No 8 in Pier#1 05581 0 1739 1396122 31 96 7 163 022 21 814k 13 96 in 0558 H7 34 k 4 1 33 Pier #2 1200ft 600ft 8 in 090 Pin-Fix 1,500 psi 24,000 psi No 8 in Pier #2 20000 80000 503 5556 1 986 006 6048 k 50 36 in 2000 Pier #3 1200ft 600ft 8 in 090 Pin-Fix 1,500 psi 24,000 psi No 8m Pier #3 20000 80000 503 5556 1 986 006 6048 k 50 36 in 2000 Moduli Em = fm " Moduli Ev = f m ' Pier #4 1200ft 3383ft 8 in 090 Pin-Fix 1,500 psi 24, 000 psi No 8 in Pier #4 03547 00446 886985 11 274 035 34 335 k 000 in 0355 1997 UBC Requirements t (".o no 040 Pier #5 12 00 ft 28 67 ft 8 in 090 Pm-Fix 1,500 psi 24,000 psi No 8 in Pier #5 04186 00733 1 04 67 1 6 9554 0 iO 29 095 k 1047 in 0419 L s SSKS^tesssKiSK^yMiasiK&iS&WMji Summary 1™ Shear Reinforcing fv=V/(12*est*]d) Fv w/o Remf Fv w/ Remf Bending Reinforcing Moment @ End "d" to tension As Bending As Req'd Pier#1 18 54 psi 29 55 psi 44 32 psi Not Req'd mA2/ft 261 76 k-ft 1935ft 0 42 m2 Pier #2 1842 psi 23 28 psi 38 63 psi Not Req'd inA2/ft 72 58 k-ft 540 ft 0 42 m2 Pier #3 18 42 psi 23 28 psi 38 63 psi Not Req'd mA2/ft 72 58 k-ft 540ft 0 42 in2 Pier #4 18 55 psi ' 31 30 psi 46 94 psi Not Req'd m"2/ft 41 2 02 k-ft 3045ft 0 42 ir.2 Pier #5 18 55 psi 30 75 psi 46 12 psi Not Req d mA2/ft 349 14 k-ft 2580ft 0 42 m2 n$ a "5P t : to\*t i fe 3 i..w <& ^ *? *""•'«:.rr «*,.- ^i.«.j ii:^:>*i-IV >ui\ y-; 8 luAa.rh • ** *> j r^ . jI ,i X "j^ O n. , «T ^ ^^fei^^l^ ''V^'v-' *^»t iS**1^iy^^.%t^v^^:t -\'^F%yr ,V ^*? -(; , s >; '• \i, ,.' ^ . \ • W^mf^-;1 *r Vi: a-i-f "V^*- ^-* Sf1'Bwi^^r-?^'/ ^^w*^" ^* -5 : •aS?ftfi'^*... feir/.A . ,;•' ^t- A'-0? Ut-LJ ID : Ha-.ULlMlhb MXKXXXi-^. 7^^ 05/08 P Wb/03 o*\^ IMI'LUS i MbbUL 1HIE5 -- v L , -! '3V-/! P 88/08 City of Carlsbad v •^^^^••^••^^^^^^••i^^^^^^^^^^^^^^^^^^HBuilding Department Tarlos & Associates 17802 Mitchell Irvine CA 92614 February 21,2002 Re Smart & Final The CITY will allow permit CB01-3967 to be issued, provided the ramp that is shown outside the building is removed from the plans This will allow Smart & Final to complete their improvement at this time This permit does not allow any occupancy of the new space and all exiting issues will need to be addressed under a separate permit for that space Micael Peterson Building Department 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 6O2-27OO • FAX (76O) 6O2-856O PLAZA SOUTH, LLC c/o Waken & Co , 150 N SANTA ANITA AVE , SUITE 645 ARCADIA, CALIFORNIA 91006 - 626/574-7430 FAX 626/574-5872 February 7, 2002 City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn Michael Peterson, Building Department Re Smart & Final Store, 2618 El Cammo Real, Carlsbad, California (Carlsbad Plaza Shopping Center) Dear Mr Peterson This letter is written to you regarding plans and specifications submitted by Smart & Final Stores Corporation relating to a proposed remodel of its store located at the above address The undersigned is Smart & Final's landlord with regard to that store Smart & Final submitted to us for our "information" the same plans that have been submitted to the City The plans show the construction of a ramp to the north of the Smart & Final premises in the common area of the shopping center This proposed ramp is being constructed outside Smart & Final's premises On January 25, 2002, we wrote a letter to Smart & Final telling it that it did not have our permission to construct the ramp in the common area of the shopping center A copy of my letter to Smart & Final is attached to this letter Nothing in Smart & Final's Lease gives it any right to construct within, or use except in common with others, any portion of the common area of the shopping center The purpose of this letter is to advise you that Smart & Final does not have our permission to construct the ramp or any other facilities in the common area of the shopping center Additionally, as the owner of the shopping center, we would like to be made aware of any plans which are submitted to you relating to the shopping center so that we would have an opportunity to advise you of any concerns that we might have Very truly yours, P,LAZA SOUTH, LLC Harvard C Waken Managing Member cc Sandi Martin PLAZA SOUTH, LLC c/o Waken & Co , 150 N SANTA ANITA AVE , SUITE 645 ARCADIA, CALIFORNIA 91006 • 626/574-7430 FAX 626/574-5872 February 5, 2002 City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn Michael Peterson, Building Department Re Dear Mr Peterson Smart & Final Store, 2618 El Camino Real, Carlsbad, California (Carlsbad Plaza Shopping Center) This letter is written to you in relation to plans and specifications submitted by Smart & Final Stores Corporation relating to a proposed remodel of its store located at the above address The undersigned is Smart & Final's landlord with regard to that store Smart & Final submitted to us for our "information" the same plans that have been submitted to the City The plans show the construction of a ramp to the north of the Smart & Final premises m the common area of the shopping center. This ramp is proposed to be constructed outside Smart & Final's premises On January 25, 2002, we wrote a letter to Smart & Final telling it that it did not have our permission to construct the ramp in the common area of the shopping center A copy of my letter to Smart & Final i Nothing m Smart & Final's Lease gives it any right to construct, or use except in common with others, any portion of the common area of the shopping center The purpose of this letter is to advise you that Smart & Final does not have our permission to construct the ramp or any other facilities m the common area of the shopping center Very truly yours, PLAZA SOUTH, LLC Harvard C Waken Managing Member cc Sandi Martin PLAZA SOUTH, LLC c/o Waken & Co , 1 50 N SANTA ANITA AVE , SUITE 645 ARCADIA, CALIFORNIA 91006 • « 626/574-7430 FAX 626/574-5872 Via Tax (323) 836-7856 and USPS mail January 25, 2002 Smart & Final Stores Corpoiation Attn Sandi Martin, RPA POBox5l2377 Los Angeles, CA 90051-0377 Re: Smart & Final No. 339 Subnuttal of Plans Dear Sandi This letlei is in response lo your letter daied January I1, 2002'enclosmg plans relating to a remodel of your Carlsbad Store I have reviewed your plans and it appears to me that you intend to expand into the common area of the Center by the construction of a ramp on the north side of the building Nothing in your lease gives you the right to construct in the common area and, therefoie, Plaza South, LLC must disapprove your proposed plans Very truly yours, PLAZA SOUTH, LLC (ID ^ — Haivaid C Waken Managing Member cc Richard A Curnutt, Bsq V^y> 02-10-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR03013 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No ' Valuation Reference # Project Title 2618 EL CAMINO REAL CBAD PCR, 1670307700 • Lot# 0 $0 00 * Construction Type t NEW SMART & FINAL ADD TRANSFORMER FOR ELEC " Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 01/21/2003 SB 02/03/2003 02/10/2003 Applicant MILLER CONSTRUCTION 1930 WATSON WY, SUITE K VISTA, CA 92083 619599-4031 Owner VANDERBURG LIVING TRUST 08-22-90 150 N'SANTA ANITA AVE #645 ARCADIA'CA910Q6 - ,T?34 02/10/03 0002 01 02 • N CGP 120. Plan Check Revision Fee Additional Fees $120 00 - $000l Total Fees $12000 Total Payments To Date ' ' $0 00 Balance Due $12000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth m Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any tees/exactofis of which vou have previously been given a NOTICE similar to this jr as to which She statute of[limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL ONI £ Plan Ck Deposit Validated By Date / — Address (mcludsjBldg/Suite #}Business Name (at this ad4ress) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel ft xistmg Use"Prgj&sed Use Description of Work ,.%&>.'\2 ^ CONTACT PERSONlllf ,'drffwwt,f ram 'applicant) #of Stones # of Bedrooms ft of Bathrooms Name Address City ,genfforT(fo^Tr1&t^ L State/Zip Telephone it Fax# Name Address City State/Zip Telephone # {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 exemption ^Any^/iolation of Section 7031 5 by any applicant for a permit subjects the applicant tfl a ciyiljnejiajtjflof nqt mo»tha«_fjve >City State/Zip Telephone # City Business License # )C.\ $£-& Designer Name State License # Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued pC I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are ^^n . _ Insurance Company t^Tf&flZ T~fl/Jf> Policy No ^Tf/ /T? / / _ Expiration Date ^J' f'G3> ____ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) dl CERTIFICATE OF EXEMPTION I certify that in the performance of the wotk for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secujW'warkers compatisation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 O0fj} i^dditiorvrVyy! WSt of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATURE _ £^L.f#<fo V^V'4BSp^' _ DATE /' *2A O*& ,7 l^OWNER-BUILDER ibECCW^TION f *, jf * ,',, !" f UlVJJlf &F2V, \ ', ",! I* ' ''» ^3* ,.,.."^V <« "^ 1"! f |J Pi ,t $ U , «' '« Jl 31 iT ^ M t* % ^"i! ! ' J ^^ .1 tl , T, '! 'rt ,' 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) [~1 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 Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 1 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 COMPLETEJHIS SECTION^OR NON-RESfDEN7JAL<BUlLD\NG PERM ITS "ONLY"?^. ^ , *A¥1 \% 'S^ "I A. IV & Js *U"±j,A „»!. U>, ,' ,!"& >><!>[cVll, »<f tA^vH*™ 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 Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' Q YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? O YES Rfl NO 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 8 /'V™pOiSiSTRUCT'lbN^LiNDINGt AGENCVj^^T;"""*^ ^ ^T! ™!' ™^"* * LV^/T] 'C* "jl " * I' (s? LLJCL"\ * 1'^ ^ ' bAs"f ! 8 , J J \, J? Jfs ^ yj'l '( "\ t-i ^ t , "" I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER'S ADDRESS _ 1 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenj at any time after the work is commerjee*Cfor a, APPLICANT'S SIGNATURE 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned nod of IsijitJifVs (Section 106 4 4 Uniform Building Code) DATEfit WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with Government for Building Safety DATE 1/29/03 JURISDICTION City of Carlsbad PLAN CHECK NO 01-3967. PCR03-013 SET I PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart & Final - Revision to Adjacent Suite CANT PLAN REVIEWER Q FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck 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 ><] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgi! Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) . Fax # Mail Telephone Fax In Person X] REMARKS Applicant to make change to single line in red on sheet E-5 to city held set Enclosures 1 /22/03 trnsmtl dot By Doug Moody Esgi! Corporation D GA D MB D EJ D'PC 9320 Chesapeake Drive, Suite 208 4" San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 City of Carlsbad O1-3967. PCR03-013 '1/29/03 VALUATION AND PLAN CHECK FEE "JURISDICTION City ofCarlsbad 013 PLAN CHECK NO 01-3967. PCR03- PREPAREDBY Doug Moody DATE 1/29/03 BUILDING ADDRESS 2618 El Camino Real BUILDING OCCUPANCY M TYPE OF CONSTRUCTION VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) 1994 UBC Plan Check Fee Type of Review CD Repetitive Fee Repeats $9000 D Complete Review D Other m Hourly 075 Structural Only Hour Esgil Plan Review Fee $7200 " Based on hourly rale Comments Sheet 1 of 1 macvalue doc Carlsbad Fire Department 03013 1635 Faraday Ave I Carlsbad, CA 92008 Plan Review Requirements Category: Building Plan Date of Report 1/27/2003 Reviewed by Fire Prevention (760) 602-4660 Name Address City, State Miller Construction 1241 Distribution Way Vista CA 92083 Plan Checker Job Name Job Address Job# 03013 Smart & Final 2618 El Cammo Real Bldg# PCR0301 Ste orBldg No pi Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved Subject to D Incomplete The item you have submitted for review has been approved subject to the attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FD Job# 1st ?nd 3rd 03013 FDFile# Oth^r Agsnr.y in a r\J 0\r>$to "P0££rc-T tv/\rr rsC?Jo^-^T) ~n 0) 2O O £ O^ 33 > g fn 3 £i — '2m po w o f > Zz o^=°og rn as - 01-21-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92003 Plan Check Revision Permit No PCR03002 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2618 EL CAMINO REAL CBAD PCR 1670307700 Lot# 0 $0 00 Construction Type NEW SMART & FINAL ADD HANDICAP RAMP TO BUILDING Tl Status ISSUED Applied 01/02/2003 Entered By SB Plan Approved 01/21/2003 Issued 01/21/2003 Inspect Area Applicant MILLER CONSTRUCTION 1930 WATSON WY, SUITE K VISTA, CA 92083 619599-4031 Owner " VANDERBURG LIVING TRUST 08-22-90 6131 01/21/03 0002 01150 N SANTA ANITA AVE #645 ^ ARCADIA CA 91006 ,90-00 Plan Check Revision Fee Additional Fees $9000 ' $000 Total Fees $90 00 Total Payments To Date • SO 00 Balance Due1 $90.00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued lo protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth tn Government Code Section 66020{a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your fight to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been Given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By_ Date f. — "2- — Address {include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use r/P\Descrjp/ioQ o£ War #of Stories # of Bedrooms #of Name 3lF:iUPELTCANT'' Address City State/Zip Telephone Fax* Name Address City State/Zip Telephone rN*m^/%&e 5 &'CONTRACTOR!?'~ (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 Codel or that he is exempt therefrom, and the basis for the alleged exemption _ Any violation ejection 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5Qp]) Address State/Zip Telephone Designer Name State License # Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued"WiIS I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance^ rri§r and policy number are . Policy No 4H(</fy/'7 Expiration Date /O'Insurance Company (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) Q CERTIFICATE OF EXEMPTION I certify that m the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure jrforkprs compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 OOOl/^n adaition to tneyc<fit*bf compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATURE _ C^fT^ff -lf^SjUV^ _ DATE _ l •7!*| iJiOWNER-BUlLDER DECLARATION 81j|8£!H (a!™,f V* ^IfiMP^Li BisjL/.'V ", S™BS t s * UM Su Ills'1 i ,,,„"!!/* i'l^L/ JjS;4 ^,^"1"' J 'ShTs^'O! '^"c * s I hereby affirm that I am exempt from the Contractor's License Law for the following reason n I. as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) LT] 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 C] YES 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _ 5 I will provide some of the work, but 1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) __ _ _ _ PROPERTY OWNER SIGNATURE DATE 'GOMP,LETEJTHIS,SECTiONJFKOR8/VO/vrfl£SH)aV7Mt!BUILDINGiPERMlTS'ONLY,H"t<^!'^ '*'""'"*'£ - J 'if ,£?, J-Jb18Vd I IV* '".I, , ''iEIJJL "f J I 1 ! ,"' MiS . !•" ' 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? [H YES Q NO 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 l~i NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO 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 !8.1 ^CONSTRUCTION LENblfWAGENCY j ffi ,'.,,« ?V± ^/^^^^"'^^r-li $?, ^llTiri , V " A^, fa'il'.'Jt 7^r:''U>n"»V! ','aA1"''1';^") I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued {Sec 30970} Civil Code) LENDER S NAME _ LENDER'S ADDRESS _ 9 " ' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commepe^S within 18<ldays from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenoea fc/a periodrfitf 180-days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance VI **•"fc_i -W EsGil Corporation In Partnership with Government for Building Safety fS i DATE 1/14/03 X , a ARELJCANT JURISDICTION City of Carlsbad 'a PLAN REVIEWER a FILE PLAN CHECK NO 01-3967. PCR03~002 SET I PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart & Final - Ramp 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 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 enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to XI 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 1/7/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 01-3967. PCRO3-O02 1/14/03 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad 002 PLAN CHECK NO 01-3967. PCR03- PREPARED BY. Doug Moody DATE: 1/14/03 BUILDING ADDRESS- 2618 El Camino Real BUILDING OCCUPANCY. M TYPE OF CONSTRUCTION VN BUILDING PORTION Ramp Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier > By Ordinance Reg Mod VALUE ($) 1994 UBC Plan Check Fee $9000 Type of Review D Complete Review D Other m Hourly D Structural Only 0.75 Hour Esgil Plan Review Fee $72.00 * Based on hourly rate Comments. Sheet! of 1 macvalue doc PLANNING/ENGINEERING APPROVALS OCf- PERMIT NUMBER CB D3 - 00 DATE ADDRESS £/ RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER /ha PLANNER ENGINEER DATE DATE Docs/Misforms/Planning Engineering Approvals Carlsbad Fire Department 03002 • 1635'Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category- Date of Report Q1/Q9/2003 Fire Prevention (760) 602-4660 Building Plan Reviewed by Name Address City, State Miller Construction 1241 Distribution Way Vista CA 92083 / i Plan Checker Job Name Job Address Smart& Final Job# 03002 Bldg# 2618 EICaminoReal PCR03002 Ste orBIdg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field 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 Approved The item you have submitted for review has been approved subject to the Subject to 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 D Incomplete 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 ppVIPW 1^t FDJob# 03002 9nrj 3rd Other Agency ID FDFile# -I,V0 ?p;^V &00rt o c° OD 3] o H bw -c1a CD ra -a I-i m O V)Sg -i O 00 m rn .,- r x -n m -a> rn 55 2: r'>rn£D > ^>^iic -o m %n ~° m ^y X 33 O> rn -- ^ ^ 2£> ^a^n^^ I-M — M ' ' O o 3rn i" y crn & >IJ d r~—I "TJrn -"33 -J i > §^§g "0 o03 04^16-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR03034 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2618 EL CAMINO REAL CBAD PCR 1670307700 Lot# 0 - $000 Construction Type NEW SMART & FINAL EXHAUST HOOD ADD NEW HOOD Applicant MILLER CONSTRUCTION 1930 WATSON WY, SUITE K VISTA, CA 92083 619599-4031 Status ISSUED Applied 02/19/2003 Entered By ' SB Plan Approved 03/28/2003 Issued 04/16/2003 Inspect Area 'Owner - _ VANDERBURG LIVING TRUST 08-22-90 150 M'SANTA ANITA AVE #645 ARCADIA'CA 91006 "- * , Plan Check Revision Fee Additional Fees J -$120 00 ^$000 Total Fees $120 00 " Total Payments To Date $000 Balance Due $12000 l^ '2899 04/i6/03 0002 01 02 , " / COP ' 120. FINAL APPROVAL Inspector Date Clearance — NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection wth this project NOR DOES IT APPLY to any fees/exactions_pf which you have previously been given a NOTICE similar to this, or as to which the statute ofjinutations has previously otherwise expired -PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 »RtfJECT, INFORMATION FOR OFFICE USE PLAN CHECK NO EST VAI. Plan Ck Deposit Validated By Date 2 r*- _.__ 03 r> Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use Dsscnption of Work£?xwa t!_ !ZJts£!pCONf A^JijPERSON (if diffBfant^rojrri^ppIicarilJ ^ SQ FT #of Stones of Bedrooms of Bathrooms Name [3fL^fAPPiTCANT State/ZipAddress City genfjfbr ContracSor'^'^OJfowneiTplii'E!!!Agent^of[Q$nw®J"W's"" H~*[' 1-241 faTXi&tftoJ /jMt/ tiCTfr Address /City State/Zip Telephone Fax* Name Telephone # Name Address City State/Zip Telephone # (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 Codel or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicantjor a permit subjects the,apphcant to a ciyil penalty of not more than five hundred dollars ($5001) U Name State License # Address License Class /s D ity State/Zip Cltv Business License # Telephone Designer Name - State License # ^ ' 16? I S Address City State/Zip Telephone 'e3^WORK'ERStlCOMWNSATlbN^riff J??^f^i I§f ^iPI'S'l'tf'j&i^L^t™*"**^'^ JSL'^?'^^ !'^^iPlv W*$ff|'££j£i!O£I Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations O I nave 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 n5%K I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued My worker's compensation insurance ca^er and policy number are >••>./•> Insurance Company jtfn^T^.. ^"Z/A^I& Policy No ^tf-r-rOI I Expiration Date fCs '^S' O"^ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [S1001 OR LESS) n CERTIFICATE OF EXEMPTION \ certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation damages as provided for in Section 3706 of the Laboi code interest and attorney s fees SIGNATURE DATE '3 IllOWNER-BUILDER DECLARATlONSiLJ^^EC^Ll"1':,!?:.!^^'^!^!^!)::?:^h!,^"E?,,„ ' " ,.^W M J^P^D!"ft''ri I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) C] I arn 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 Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but 1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) DATE 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? Q YES E] NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES (~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES Q NO 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME _ LENDER S ADDRESS 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wrthtrTTsoJrJays from Uje>date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commencedJOra period^! 180 day#$Spctjjjp 1,06 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE Z< WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with government for (Butting Safety DATE 3/24/03 Q APPLICANT JURISDICTION City of Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO 01-3967 REV 3 PCR03-O34 SET II PROJECT ADDRESS 2618 El Camino Real "t PROJECT NAME Smart & Final Exhaust Hood Addition XI 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 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 enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been 'sent to X] 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 Telephone # Date contacted (by } Fax # Mai! Telephone Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 3/17/03 tmsmUdot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 + (858)560-1468 *• Fax (858) 560-1576 EsGil Corporation In Partnership with government for Quitting Safety DATE 3/3/O3 JURISDICTION City of Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO 01-3967 REV 3 PCR03-034 SET I PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart & Final - Hood Addition 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 X] 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 enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Terry Blake 1241 Distribution Way, Vista, CA 92083 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 Terry Blake Telephone # 760-599-0123 (orJAv Date contacted 3/3/o3 (by <*x ) Fax # (T(,O) S??.o/ZS"~~ Mail ^-Telephone Fax ^\n Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 2/21/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 01-3967 REV 3 PCR03-034 3/3/O3 GENERAL PLAN CORRECTION LIST JURISDICTION City of Carlsbad PCR03-034 PROJECT ADDRESS 2618 El Camino Real DATE PLAN RECEIVED BY ESGIL CORPORATION 2/21/03 REVIEWED BY Doug Moody PLAN CHECK NO O1-3967 REV 3 DATE REVIEW COMPLETED 3/3/03 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 • Please make all corrections on the original tracings and submit three new complete sets of prints to ESGIL CORPORATION • 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 • 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? Yes a NO '••' City of Carlsbad 01-3967 REV 3 PCRO3-034 3/3/03 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 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 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 NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes Business and Professions Code 2 Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II a) Provide grease duct air velocity calculations Minimum 1,500 fpm and maximum 2,500 fpm UMC, Section 508 6 b) Detail the kitchen hood exhaust duct discharge clearances as per UMC, Section 5089 c) Clearly show the material used to construct the hood and exhaust duct UMC, Sections 508 1 1 and 509 2 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list !f 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 U No a 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 Doug Moody at Esgil Corporation. Thank you c. City of Carlsbad 01-3967 REV 3 PCR03-034 3/3/03 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PCR03-034 PLAN CHECK NO 01-3967 REV 3 PREPARED BY Doug Moody DATE 3/3/03 BUILDING ADDRESS 2618 El Camino Real BUILDING OCCUPANCY M TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) N/A cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) #VALUE' #VALUE! 1994 UBC Plan Check Fee Type of Review Complete Review l~l Repetitive Fee ~j» Repeats D Other pi Hourly 1 L— '—.,—, MI r- Structural Only Hour " Based on hourly rate Comments $12000 $96.00 Sheet 1 of 1 macvalue doc Carlsbad Fire Department 03034 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 227Q3 Fire Prevention (760) 602-4660 Building Plan Reviewed by Name Address City, State Miller Construction 1241 Distribution Way Vista CA 92083 Plan Checker Job Name Job Address Smart& Final Job# 03034 Bldg# 2618 El Cammo Real PCR03034 Ste or Bldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field 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 D Approved Subject to 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 Incomplete 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 FDJob# 03034 2nd 3rd Other Agency ID FDFile# Carlsbad Fire Department 03034 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Date of Report 22703 Name Address Miller Construction 1241 Distribution Way City, State Vista CA 92083 Plan Checker Job Name Smarts Final Job Address 2618 El Camino Real Reviewed by 03034 Fire Prevention (760) 602-4660 Ste orBldg No Consult with Fire Sprinkler contractor to insure that the A/S Heads in proximity to this hood are of the appronate rating 1VNU V d.UW\IS Fo cfl - u -J LJ xxS a «o^ « uw £ <3 <*° I J c ? d*5^8 Q§ glBll* 5* 0«o.. "1 JUj ^J Ui-JC ^ 5Ui? ^^^fc^k (fl=pis 10^iii i ivi k^ Bx — E 511I J I if p;^ c5 WWi !'s!li|l! ? i- I IMt\-J. tJ-I O I til Id 11 -,"-t-' l_ll_ltJa.in u.1—za XUJnXCLoanr>1ra . J/ N y \ (\NATION«" 1 Oo •IGURATIONnuanatC T3 U a.SUPPLYr u a. t- iX N / X. \ / \\ icat-ozUJchi If c rt ?ISER(_J< n fi S _i<r r ID *3 1 _l 3 il M >DCa•5j3: tr 5 tL to Zuu ENGTHa __ u.u Q: w u [LENGTH-C -* Xu,o XUI £ \ '•aOfinYi D-*" XUJ 8fc-C o ao o oo£ nj Ju oo ~h 3o 5»«z -UATIONft:o 1 § u *—o: c t- H- Z)LIGHTCSFILTER<ccc3 (A3H31IArCTRICALU T I SYSTE«c^i-<t.c ut•x.s uQ>h >t-C 3 U•2. U K b—u2 >i-c ua. t- 3 Si -J>c*1aa LJs UJa. ~ •5* tj3 a <r3 j i 3 J J -MC_lI< Cc pc "Q < ^t. c 2 4 JJ ( 0 Ib C (<IEK •fl D * aTccZ -E +Ji _a it.aK t/ V U.I*H-d^ 31 J3•* t 5j : jt-x>j 3 j 5>j Djiu ii 14 5 T Ditto DDtU fZO/Z-Q99 (6r8} XVd lOii-/98 (008) HD//-099 (6«) 3NOH«* «9Z8 VO '3NIAdl 'Oil ailHS HWVd«MS OlBil iiii !•X illt:liiiS=s • 2!*n I ti gaK1a"*£fi y-Htlg*t;¥^3w5£**pi52*3Sis>*8C 3a«.-a^l-M'-H^i~Q^Fai Z W C- «M M&?y§|35 SSl^nJz P3u><Ea4 5.o UJ LJ g §§ 3 s<t s »- jI.I _i« _r »o[•" -i« 5 wL_ -to x 0. Srt LJ LJ 1 J UJ_lr^ !ri3s-t-55llijj » £«S9s fc•* 1- 13 5es^se g*;fcfeK c|8|°< Si i i > i i^^|J 4=0=0= . ill i* 5-'1*'* ^t-u j|_jB u 53u,j3s» ixfllUlP KU>31-I3> «25nid<"^?sf_ N] ^— 1 1— v_^ (. ^txJ_ _y _ BB3^rr5 =^-it-LMah£§ a S-SaU-gUK."?l»8"I*0-H^-H.^i§i ^5^55 gc-,-»-~.— h " t S - ^**-. .^ -^ -1 Ix,gu 3sg5do E «a ""-nt; WSis5^5 ^a5gSSS HH£K v^"* 7 W nBxn-fi jg"-* IKS2^2S5//-4— i-r / SI ,\ ^\ 1¥/ D/ * ( o V M0 \ 5 ) ' 1\ 5i " ^- \ S **8" & i| < K ^£X U »-u pau-1DocDCU H •> 5 i£ 5u o(Uar*.Mni»n«• M « £ n y NCA14FAtoo:LJ—Iooo X :z LJ O X CL O O <-H 14 U-TI bfbltl'ID YYCW March 29, 1995 [Ventilating Equipment For Commence! Cooking Appliances] Exhaust Hoods Without Exhaust Dampers CAPTIVE-AIRE SYSTEMS INC MH12106 (R) (A card) YOUNGSVILLE NC27S96 Models Length, Ft R, SW 6-24 Rlffi, 3WI 5-24 DI 5-24 D 6-24 BR 2 2/3-24 B 2 2/3-24 DL 5-12 BL 4-24 PR 4-24 FRD, RBH, 4-24 RB, PR, ELS , CD, CFR, CELS 4-24 EX-BS-N, 3 5-15 EX-SCHN Replaces MH12106A dated March 4, 1993 Air Flow-Cu Ft/Min/Ft Of Hood Length* Kin Max Exhaust Supply# 251 216 416 371 41fi 251 214 159 214 149 114 233 233 167 268 250 293776005 H8608 Underwriters Laboratories Inc Max Cooking Surface Temp, F 400 400 400 400 400 400 400 400 400 400 400 600 (Cont. on B card) B1I/0088713 YYCW October 5, 1994 [Ventilating Equipment For Coramerical Cooking Appliances] Exhaust Hoods Without Exhaust Dampers Listings for YXZR\YYCW Page 71 CAPTIVE-AIRE SYSTEMS INC EX-BS-N-FP EX-SCHN-IS EX-SCHN-FP EX-BS-IP BD, BD-BR CBD, CBD-BR BD, BD-BR CBD, CBD-BR 3-ia 3 5-18 3 5-18 3-24 3-24 3-24 3-24 3-24 270 250 250 250 233 300 300 150 125 200 160 Replaces MH12106B dated March 4, 1993 293776005 K860Q Underwriters Laboratories Inc MK12106 (R) (B cont from A card) 190 600 flS 600 * 600 140 700 165 600 ISO 600 210 450 450 450 700 700 (Cont on C card) B1I/0176669 LI-T I -H 1 Kt bYbibl'lb ItNL DDtJ f r tor YYCW January 2, 1996 [Ventilating Equipment For Commerical Cooking Appliances] Exhaust Hoods Without Exhaust Dampers CAPTIVE-AIRE SYSTEMS INC CND-BR, ND-BR, 4-24 250 CND, ND CNFR-BR, CND-BR, 4-24 200 ND-BR, CNFR, CND, ND, CNELS-BR, CNELS CNFR-BR®, CND-BR, 4-24 150 ND-BR, CNFR®, CND, ND, NFR, NFR-BR, NELS, NELS-BR, CKELS, CNELS-BR NFR®, NFR-BR®, 4-24 215 NELS, KELS-BR NDI, CNDI 4-20 475 NFRI, CNFRI, NELSI, CNELSI, DFRI, CDFRI, DELSI, CDELSI NDI, CNDI ' 4-20 422 Replaces MH12106C dated March 29, 1995 293776005 N860S Underwriters Laboratories Inc MH12106 (R) (C cont from B card) 700 6QQ 450 600 700 600 (Cont on D card) B1I/0209876 YYCW January 2, 1996 [Ventilating Equipment For Commerical Cooking Appliances] Exhaust Hoods Without Exhaust Dampers CAPTIVE-AIRE SYSTEMS INC MH12106 (R) (D cont from C card) NELSI, CNELSI, Listings for YXZR\YYCW Page 72 DFRI, CDFRI, DELSI, CDELSI . NDI, CNDI 4-20 346 NFRI, CNFRI, NELSI, CHELSI, DFRI, CDFRI, DELSI, CDELSI KR 5-B 67 200 SND, CSND, SND-BR, CSND-BR 4-24 228 SNDr CSND, SND-BR, CSND-BR 4-24 294 SNFR, CSNFR, SNFR-BR, CSNFR-BR 4-24 219 SNFR, CSNFR, SNFR-BR, CSNPR-BR 4-24 262 Replaces MH1210ED dated June 2 1995 293776005 K860B Underwriters Laboratories Inc 400 200 ## 400 600 400 600 (Cont on E card} Ell/0270876 ll_>O I I CJC. YYCW June 2, 1995 [Ventilating Equipment For Commencal Cooking Appliances] Exhaust Hoods Without Exhaust Dampers CAPTIVE-AIRE SYSTEMS INC MH12106 (R) (E cont from D card) NRI, DNRI 5-20 451 122##» 600 CHRI. CDNRI 5-20 451 15Q### SOO SModelB RI, NFR, NFR-BR, CNFR and CNFR-BR may additionally be suffixed, "with top plenum" •Air flow rates are established under draft-free laboratory conditions with the appliance cooking surface temperatures as noted Greater exhaust and/or leaser supply air flow rates may be required for each specific installation to obtain complete vapor and smoke removal. ^Directed into the hood and/or out the bottom ##For use over specific type of rotisaerie oven ttSflSupply air flow per each of the two supply air outlets. 112 WHEATON DR LOOK FOR LISTING MARX ON PRODUCT Replaces MH12106E dated May 31, 1995 293776005 N860B Underwriters Laboratories Inc. Ell/0277314 TQTfiL P 08 \0v > CO TDo^oo > 3mowH O§ e° £X 3!9§ w0^2°m"x pJoc >SiH Zxoo 28^o03 '32 b'J> Tl (11 ifl U3 O O £ -o m P° £ O 33 3I O-na "nO33 2 SCHOOL FORMm 2 O Oo 33 33 "0 £ OO 33 33 >H T3 O "Or~ O> 2H > 11-a 33 T3OC 5o5*>2 H 03 LOG GRADING LET3 o ITHER SEWER DIST33 I R 1 > 33 D > i I5 JH Om 5 U V V)1-4ir\iV-J,-\>J -n 33m > 13•n 5TJO33s m NGINEERINGt 4 j ^ ,| I " -a LANNINGmTIH 33 06-28-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR02135 Building Inspection Request Line (760) 602-2725 Job Address 2618 ELCAMINO REAL CBAD Permit Type PCR Parcel No 1670307700 Lot # 0 Valuation $0 00 Construction Type NEW Reference* CB013967 Project Title SMART & FINAL - STRUCT, ELEC ARCH & DETAIL REVISIONS Applicant BLAIRE TERRY 1241 DITRIBUTIONWAY VISTA CA 92083 760-599-0123 Owner Status ISSUED Applied 05/16/2002 Entered By JM Plan Approved 06/28/2002 Issued 06/28/2002 Inspect Area 0285 06/28/02 0002 01 02 CGR VANDERBURG LIVING TRUST 08-22-90 Total Fees $240 00 Total Payments To Date $000 Balance Due $240 00 Plan Check Revision Fee / Additional Fees %$24000 \ ' ' SO 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Sector 66020(a), and We 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 thai procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NQTlCE_sjmjlar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit-^ Validated By. Date Address (include Bldg/Suite #}Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total tf of units Assessor's Parcel #Existing Use Proposed Use #of Stones it of Bedrooms # of Bathrooms t 'fi?&JtM¥S 'Name / ~? " ~ Address ' City / 3! \ '<A"RPLTcANT^0j:^ '",', !j1! K State/Zip Telephone Fax* Address City State/Zip Telephone Name Address City State/Zip Telephone # (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 exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [§500]) Name State License # 1 Address License Class City State/Zip City Business License # Telephone # 1 Designer Name State License # Address City State/Zip Telephone '6™' .WORKERS.^ COlVIPENSATlClN1^:^ J^iLvi* Jk<Uf!J/uV'T,(Vf! W ."' ""'!'*! tr,"'*, .Yj.V'ilU! Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and wil) 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 [3 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$100] OR LESS) C] CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATUREDATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) n I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) , C] 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 O YES CJNO 2 I {have / have not) signed an application for a building permit for the proposed work , 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) ____ PROPERTY OWNER SIGNATURE DATE .COMPLETE JH1SSECTION>OR/WW-fl£S/D£W7Ml BUILDING 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES d NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO 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 l8 ^CONSTRUCTION LENPINQ!AGENCY Vss"V! !* I, '^ l>i^'<'~* 'ti't \ '" " Y' ^l!-'!t! "^, ~< * '>'"!, K/V^'l "'"*«/< f m?! ! ! * ./ ' > S'! ^% I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097{i) Civil Code) LENDER'S NAME LENDER'S ADDRESS 9,V > APPLICANT .CERTIFICATION "fj£*<if; (>a?J[,!t.. T"ir ' (fW~ « ' J USVV </fV '^A;*'! wVt' "* :.J 1"- T!;' I1 ' ' ? ''X ' ' w '".' !*" 'i-/^S J&3. " *' 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 CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the buildmgjjfficial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced vytnTn at any time after the work is commenced fop APPLICANT'S SIGNATURE 0 days f, 180 the date ol such permit or if the building or work authorized by such permit is suspended or abandoned ection 106 4 4 Uniform Building Code) DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with Government for Building Safety DATE 6/18/02 a APPLICANT JURISDICTION City of Carlsbad a PEANREVIEWER a FILE PLAN CHECK NO 01-3967.REV1 SET II PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart & Final Revision to Floor Plan and Mechanical 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 in the remarks below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck 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 X| 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person XI REMARKS The applicant to make changes marked in red on sheet A-2 to the city held sets By Doug Moody Enclosures Esgil Corporation LH GA Q MB D EJ D PC 6/11/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576,'' EsGM^Corporation In Partnership with Government for Building Safety DATE 5/30/02 Q APRIJCANT JURISDICTION City of Carlsbad O-PtAN REVIEWER a FILE PLAN CHECK NO 01-3967.REV1 SET I PROJECT ADDRESS 2618 El Camino Real PROJECT NAME Smart 85 Final Revision to Floor Plan and Mechanical 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 X] 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 enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to Terry Blake / Miller Const 1241 Distribution Way, Vista, CA 92088 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 Terry Blake Telephone # 760-599-0123 (uij£vA»uA Date contacted 5bo/O2 (by feO Fax # 760-599-0125 Mail •'Telephone Faxt^- In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 5/20/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 *• (858)560-1468 4- Fax (858) 560-1576 City of Carlsbad 01-3967.REV1 5/30/02 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 01-3967.REV1 OCCUPANCY M TYPE OF CONSTRUCTION VN ALLOWABLE FLOOR AREA SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 5/16/02 DATE INITIAL PLAN REVIEW COMPLETED 5/30/02 JURISDICTION City of Carlsbad USE Retail ACTUAL AREA 28800 STORIES HEIGHT OCCUPANT LOAD 560 DATE PLANS RECEIVED BY ESGIL CORPORATION 5/20/02 PLAN REVIEWER Doug Moody 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 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 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 City of Carlsbad 01-3967.REV1 5/30/02 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 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 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 NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 The combination of two sets of Structural sheets both referencing the same page of different sets is unnecessarily confusing Please compile a complete set of structural page showing all structural changes and referencing one complete set of details Section 106 3 3 2 Please clarify the plans to show all the findings of the structural calculations i) Please indicate on the foundation plan the number and location of the reinforcement shown in the calculations ii) Please clarify is the base plate for the new 6" column 2" thick'? in) How was the load to the new column determined'? iv) Please provide calculations for the support of the new HVAC equipment 3 Please clarify the elevation change from the finish floor of the lease area to the finish floor level of the landing at the new exterior door The plans indicate a maximum slope of 8 33% and detail 8 on sheet A4 2 indicates an elevation change of 36" but the ramp length is shown as only 18"? Section 106 3 3 4 Detail 8 on Sheet A4 2 indicate an elevation change of 36" if the elevation change is greater than 30" please provide a guardrail and guardrail construction details 5 Please indicate on the site plans the location of the existing transformer, the previous plans indicated that the service conduits to be intercepted will this still occur'? Please revise panel LA to show a mam over-current device City of Carlsbad 01-3967.REV1 5/30/02 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have 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 Q No a 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 Doug Moody at Esgil Corporation Thank you City of Carlsbad 01-3967.REV1 5/30/02 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2618 El Camino Real PLAN CHECK NO 01-3967.REV1 DATE 5/30/02 BUILDING OCCUPANCY M TYPE OF CONSTRUCTION VN BUILDING PORTION , Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier - By Ordinance Reg Mod VALUE ($) 1994 UBC Plan Check Fee $240 00 -Erorr you checked Structur' "• Type of Review D Repetitive Fee "^1 Repeats * Based on hourly rate Comments ; and Hourly at the same time Complete Review D Other m Hourly 0 Structural Only Hours Esgil Plan Review Fee $19200 Sheet 1 of 1 macvalue doc Carlsbad Fire Department 02135 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Date of Report Fire Prevention (760) 602-4660 Requirements Category: 05/28/2002 Miller Construction Building Plan Reviewed by 1241 Distribution Way Name Address 1 City, State Vista CA 92083 Plan Checker Job Name Smart & Final Job Address 2618 El Cammo Real Job# 02135 Bldg*# PCR02135 Ste orBldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field 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 Q Approved Subject to 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 D Incomplete 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 Review FD Job # 1st "?r\r\ 3rd 02135 FDFile# Other Agency ID FLUMF fNtlNEEUNt INC Client: STRUCTURAL CALCULATIONS TARLOS & ASSOCIATES Project:SMART & FINAL Location:CARLSBAD, CA Building Code: 1997 UBC Plump File No: 020422 By: R.P. Date: May 1, 2002 Revisions: These calculations not valid unless signed end seated in space above 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 Consulting Engineers in Suiiclliral Lnfiinccriiifi H2 10 Florence Avenue S.inl.1 I'e Spring.; CA 9067(1 I'hniiL (Sr,2) 777 (WR1 777 %n t) A; „ .Uole Sheel t> •wo Rpw 550100User KWOG01GU VerlSO 25 Sep 2001(c)1383 20Q1 ENtlRCALC Engineering SollwOro Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Steel Beam Design Title SMART & FINAL bsghr RP Description Job #020421. Scope Date Page 1 P ^efcalc\020j21 TOW Calc^alions Description NEWHORIZ TUBE General Information aro cloilgnod to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : TS4X4X1J4 Cenler Span Left Cant Right Cant Lu Unbraced Length Distributed Loads ^^lkLl^yLL.^^^a3^?Ti%Ja^fe #1 # DL LL ST 0 142 Start Location End Location 9 000 a SBB«^w«ttw*a«wsf^fflW^SjiiiilZSMI Summsry | Using TS4X4X1/4 section, Span ~ 9 End Fixity = Pmned-Pmned, Lu - 9 ( Moment fb Bending Stress fb / Fb Shear fv Shear Stress fv/Fv IIIWUMIHII1"UU"J i iin(ii|Mi ni Jin LU IlliJ IWJIJIP'PM-PIMWFWH Prruied-f'inned 900 fl 0 00 ft LL & ST Act Together 000 ft 900ft 2 #3 #4 00ft, Fy = 450ksi )0ft, LDF = 1 000 Aclual Allowable 1 438 k-ft 10 172 k-ft 4 198 ksi 29700 ksi 0 141 1 0639I< 18000k 0319 ksi 18 000 ksl 001fl 1 Fy A5 OOksi Load Duration Factor 1 00 Elastic Modulus 29,000 Oksi #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Short Term Load Case Governs Stress Max Deflection -0 088 in Length/DL Defl 0 0 1 Length/tDL+LL Defl) 1 ,228 2 1 - Force & Stress Summary I*WJM'19Ba!lWP*B™Vf&'1^ Max M + 'Max M - Max M @ Left Max M @ Right Shear @ Left Shear ©Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1 Maximum 1 44 k-ft 064k 064k -0 088 m 0 000 in 0 000 m 0 000 ft 064 064 5-2, K*L/r > Cc UL Only 0000 0000 0000 0000 «- These columns are Dead LL @ Center 0000 0000 0000 0000 LL+ST (5) Cenler 1 44 064 064 -0088 0000 0000 0000 064 064 + Live Load placed as noted •-» LL &. Cants 0000 0000 0000 0000 LLtST (a) Cants k-ft k-ft k-ft I k-ft ' k k 0 000 m 0 000 in 0 000 in 0 000 in k k Section Properties TS4X4X1/4ns«iL«i! WUKWSRBSI ws«wj«w!Kf*»BDepth Width Thickness Area 4 000 in 4 000m 0 250m 3 59 in2 W» » WJIBSmiTKSIWHIW'MSSWBH!Weight l-xx l.yy S-xx S-yy 1219 ff/ft 8 22 in4 8 22 m4 4 110in3 A 110 m3 W"1Si!&'*M»5H»W»)Ml*Jl' r-xx r-yy 1 513 m 1 513 in Uior KWOG01G11 Vor 5 5 0 25 Sop 7001 (c)!983-2001 ENCRCALC Cng'»eoring SoU Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Steel Beam Design Title SMART & FINAL Dsgnr RP Description Scope Job #020421 Date Page 2 p \enetcalcW2Q421 ecw Calculations Description NEW HORI2 TUBE Sketch & Diagram Mrnax * t 4k ft Oman = 0 088 In Rmax - 0 639k Vmax® lefl = 063Blc Rmax T 0 639* Vinas @ rl = 0 639k BO P 70 p flO t 50 R 46 Locnllon Along M»mbHi (fl) Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX'562-777-9613 RichardPlump@PElCA COM Title SMARTS, FINAL Dsgnr RP Description . Scope Job # 02042T_ Date Rev 550100 User KW 0601611 Ver 5 5 0 25-Sep 2001 (c)1983 2001 ENCRCALC Engineering Software Steel Beam Design ffl NEW VERT TUBE Page 1 • \enercalc\02CM21 ecw Calculations Description General Information Cnlrul.itlont nro donljjnpd lo AISC 9th Edition ASD mid 1997 UDC Rnf|ulrornontn Steel Section : TS4X4X1/4 Center Spnn Left Cant Right Cant Lu Unbraced Length Point Loads #1 Dead Load Live Load Short Term 0 639 Location f 1 000 j )UiJJtf)^!iiJM^>tffiHiMHBaaBaM!Hfe?6J^RI!ll I | Summary J Using TS4X4X1/4 section, Span End Fixity - Pmned-Pmned, Lu = Moment fb Bending Stress fb/Fb Shear fv Shear Stres! fv/Fv Pinned-Piimed 17 50 fl 0 00 fl LL & ST Act Together 000 ft 10 00 ft nmmmi^trmitimwim»nnianvKmMHtmmmmui'y Load Duration factor Elasllc Modulus 45 oo ksi 1 00 29.000 Okil #2 #3 #4 #5 #6 #7 = 17 50ft, Fy = 450ksi 1000ft, LDF= 1 000 Actual Allowable 2608 k-ft 10172 k-n 7616ksi 29700ksl 0256 1 0402k 18000k 0701 ksi 18000 ksi 0011 1 Short Term Load Max Deflection Length/DL Defl k k k ft Beam OK Case Governs Stress •0 473 in 00 1 Length/(DL+LL Defl) 443 6 1 Force & Stress Summary Max M + Max M - Max M @ Left Max M@ Right Shear @ Left Shear @ Right Center Defl Lett Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rl Fa calc'd per 1 5-2 Section Properties Maximum 2 61 k-ft 024k 040k -0473 m 0000 m 0 000 in 0000ft 024 040 K*L/r > Cc TS4X4X1/4 UL On IV f 0000 0000 0000 0000 Depth 4 000 in Weight Width Thickness Area 4 000 in 0 250 in 3 59 in 2 l-xx i-yyS-xx S-yy «- These columns are Dead LL LL+ST 5} Center (5) Center 261 024 040 0 000 -0 473 0 000 0 000 0 000 0 000 0 000 0 000 024 040 12 19#/ft 8 22 m4 8 22 In4 •1 110ln3 A 110in3 + Live load placed LL (5> Cants 0000 0000 0000 0000 r-xx t-yy as nolcd — » LL+ST (5) Cants k-ft k-ft k-ft k-ft 1 k 1 k 0 000 in 0 000 in 0 000 in 0 000 in k k M1 513 in 1 513 in Utll (IttMimt 1H Re7 550100(.Nor KWDGOIG11 Vcr-iSO ?•) Sop 7001 • (c) 1903 2001 CNCHCALC Cnginooring Software Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPluinp@PEICA COM Steel Beam Design Title SMART & FINAL Dsgnr RP Description Job 9 020421. Scope Date Page 2 p \cnetcalc\020421 ecw Calculadonstti3OTTW'f>M^n'-v'tfi'»mHU|it|MiiW"i'>FiinWM'J' If "'f J' »J ^ i WDescription NEW VE Sketch & Ding ram Mmax = 26k fl Drnax" 0 <73ln Rmax-0337K Vmax®leH« 0237k 1515 «(* " MSli WTW Vmax © rt = 0 402k LocBllon Alono Member ((I) •woiiitii Hov rir>f)1001 1 ini Kwn«iirii v"'r-r>o ?r> (r)inni 2001 LNI I1LAU tioln Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX.562-777-9613 RichardPlump@PElCA COM Title SMART & FINAL Dsgnr RP Description • Scope Job # 020421 Date ?oo i i i bollwmo Masonry Lintel Design Description CHECK (E) LINTEL Pago 1 p \f>ri(Mc..i)(,M)20421 OLwCnlculallona General Information Calculations are designed to 1997 UBC Requirements fm Fs Em = fm * No Special Inspection Seismic Factor Wai! Wt Mult JM1M 1 WW W«»IWMPM«; 1,5000 psi 24,000 0 psi 75000 0450 1000 K* WSWMC.1 'X TT!"w1E'3.'(f"SI" WVITJHB »"!'Clear Span Lintel Depth Thickness End Fixity Bar Spacing 833 ft 750 ft 800 in Pin-Pin 3 000 in ma *?<• wri«'MLMM!«8m»jui*ijji«!in5Rebar Size # Bars E/F Top Clear Btm Clear # Bar Sets Load Duration Factor ,'lRRILIHlMIS'HaiSWRMBWBEH5 1 12000m 12 000 in 3 1 330 Block Type Medium Wt Live Loads Not Included with Wind/Seismic Applied Loads '^JT3i!?i:nitti!eH J^fljjg"""*"**** * #1 Wind Load DL 0 18 k/Ft 20 00 psf • LL 024 k/ft Start X 0 000 ft EndX 8 330 ft Moments & Shears Moment Shear Vertical Loads DL Only DL + LL DL + Wind/Seismic + (LL) Lateral Loads Wind Seismic Equiv Solid Thick Actual 664 872 1 30 228 Allowable 7 600 in Wall Wt 90 06 k-ft 90 06 k-ft 11978 k-ft 9 07 k-fl 9 07 k-ft 78 00 psf Aclual 575 756 1 39 243 E 1125,0000 psi Allowable 19 36 psi 19 36 psi 25 76 psi 25 76 psi 25 76 psi 25 7778 Summary JJ Span= 833ft, Depth= Using 3 bar sets of 1- #5 Combined Stress Ratios DL+LL DL + Wind (+ LL) DL + Seismic (+ LL) Combined Stress Results DL+LL DL + Wind (+ LL) DL + Seismic (+ LL) Design Values 75ft, Thick= 8 00m Medium Weight bars spaced 3 OOOin (shear governs) (shear governs) (shear governs) fb/Fb fv/Fv fb/Fb fv/Fv fb/Fb fv/Fv apart, Ends are Vertical 00968 03903 00554 02234 00554 02234 Block, No Special Pm-Pin 0 3903 . -i oo 0 2772 " 1 00 03178 ! 1 00 Lateral : 0 1435 00538 02518 00944 Inspection 11 Combined 0 0968 • 03903 0 1989 02772 03072 03178 Lintel OK 1 00 1 00 1 001 00 1 00 1 00 Vertical Strength As k (npA2+2np)A 5-np np | = 1 - W3 M mas=Fb k j b dA2/2 * LOF M Stl = Fs As j d Lateral Strength As k (npA2+2np)A 5-np np j = 1 - k/3 Mmas=FbkjbdA2/2'LDF M Stl = Fs*As*j*d*LDF 0 6200 in2 021 00269 0931 91 99 k-ft 90 06 k-fl 0 93 in2 027 005 091 9 07 k-ft 12 40 k-ft Allowable Stresses Masonry Fb 0 33 fm ( 5 if w/o sp insp) 24750 psi Steel 24,000 00 psi Masonry Fv fin* 5 * ( 5 if w/o sp Insp) 19 36 psi Company Designer Job Number Plump Engineering, Inc RP 020422 SMART & FINAL May 7, 2002 Checked By 1 375 ft D Geometry and Materials JV\K fe") Length Width Thickness Height 375ft 375ft 18m 2 in eX eZ PX pZ 0 m 0 in -12 12 in in Allowable Concrete Concrete Soil Bearing 1000 psf Weight fc 145 pcf 2 ksi 4Se^fy- Minimum Rebar CL ^K^-x SteeP 40 ksi 0018 35m Loads DL LL P(k) 6 48 1 + p Vx (k) Vz (k) "fWy +\/Z MX (k-ft) rs^x Mz (k-ft) rS Overburden (psf) 0 +Overj^H-Uy A Service Combination Results B A Description Load Sets Allowable (psf) Max Bearing (psf) OTMSF X-X OTMSF Z-Z DL+LL DL+LL+WL DL+LL+WL DL+LL+EL DL+LL+EL DL+LL DL+LL+WL DL+LL-WL DL+LL+EL ' DL+LL-EL 1000 1333 1333 1333 1333 987 21 9 (A) 987 21 9 (A) 987 21 9 (A) 987 21 9 (A) 987 219 (A) NA NA |NA NA _j NA NA NA NA NA NA D DL+LL QA 987 219 psf QB 987 219 psf QC 987 219 psf QD 987 219 psf D DL+LL+WL QA 987 219 psf QB 987 219 psf QC 987 219 psf QD 987 219 psf D DL+LL-WL QA 987 219 psf QB 987 219 psf QC 987 219 psf QD 987 219 psf D DL+LL+EL QA 987 219 psf QB 987 219 psf QC 987 219 psf QD 987 219 psf D DL+LL-EL QA 987.219 psf QB 987 219 psf QC 987 219 psf QD 987 219 psf RISAFoot Version 1 03 [C \RlSA\020422 rft]Page 1 Company Designer Job Number Plump Engineering, Inc. RP 020422 SMART & FINAL May 7, 2002 Checked By Flexure Design Results Description AC! 9 1 " "" ACI 9 2(W) ACI~92(W) ~ ACI 9 2(E) ACl"9 2(E) ACI 9 3(W)~ ACI 9,3(W) ACI 9 3(E) ACI 9.3(E) Load Sits and Factors "1"4DL+1"7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 b5DL"-1 275LL+1 4 EL" " " " 1 05DL+1 275LL-1 4EL 9DL+1 3WL* 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Mu-XX (k-fl) 5 262 " 3947 3947 3 947 " 3947 2061 2061 2061 2061 ZDirAs(m2) 1 458 1 458 1 458™ •f.45"tT 1 458 1 458 1458 1 458 1 458 Mu-ZZ (k-ft) ™ 5.262 3947 3947 3947 3 947 " 2061 2061 2061 2061 XDirAs(m2) "1*458 " 1 458 1 458 ~ 1 458 '1.458 " 1 458 1 458 1.458 1 458 Note Overburden and footing self weight are included in the DL load case D Steel. 1.458 in2 (min) Z Dir. Steel 1 458 in (mm) Shear Check Results Two Way (Punching) Vc 274 947 k One Way (X Dir Cut) Vc 58 361 k One Way (Z Dir Cut) Vc 58 361 k Punching X Dir Cut Z Dir Cut Description ACI 91 ACI92(W) " ACI 9 2(W) ACI 9 2(E) ACI 9 2(E) ACI 9.3(W) ACI 9.3(W) ACI 9 3(E) ACI 9.3(E) Load Sets and Factors 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL-H 275LL-i 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Vu(k) 13636 10227 10227 10227 10 227 534 534 5.34 534 Vu/ 1 Vc 058 044' 044 044 044 023 .023 023 023 Vu(k) 928 696 696 696 696 363 .363 363 363 Vu/. A/c 019 014 014 014 014 .007 .007 007 007 Vu(k) 928 696 696 696 696 363 363 363 .363 Vu/< Vc 019 014 014 014^ 014 h007 .007 007 007 Note Overburden and footing self weight are included in the DL load case Concrete Bearing Check Results (Only Vertical Loads Considered!) Bearing Be 489 6 k Description ACI 9.1 ACI 9 2(W) ACI 9 2(W) ACI 9 2{E) ACI 9.2(E) ACl93(W) ACI 9 3(W) ACI 9 3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL" 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Bearing Bu (k) 20876 15657 15657 15657 15657 8174 8174 8 174 8174 Bearing Bu/< Be 061 046 046 046 046 024""" 024 024 024 Note Overburden and footing self weight are included in the DL load case RISAFoot Version 1 03 [C \RlSA\020422 ffi]Page 2 Rev 550100" User KW 0601611 Ver550 25-Se(0)1983-2001 CNERCALC Engineering Software " Plump Engineering, Inc. 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 Richard P turn p@PElC A COM Steel Column Title Dsgnr Description Scope Job#ce1( Date Page 1 \enercalc\020422 ecw Calculations SUPPORT GIRDER General rlformation Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements b yssatls^WjAKiB&a^a*^"****^^ n*inmfaiiimigjrtrtin jaajaa^hafaaejaJ^Ht^^^t^^dAB^w^tfa^ ^ «j*t^^i' WBH. &*m#3^tf£&^^i^&&jMJ&i^1^^ gJ^^iiij'-J^i^^^^W.^^UiMk.l^lt; Steel Section P6STD Fy 36 00 ksi X-X Sidesway Duration Factor 1 330 Y-Y Sidesway Restrained Restrained Column Height 22 000 ft Elastic Modulus 29,000 00 ksi End Fixity Pin-Pin X-X Unbraced 22 000 ft Live & Short Term Loads Combined Y-Y Unbraced 22 000 ft Kxx Kyy 1 000 1 000 Loads | Axial Load Dead Load 6 00 k Ecc for X-X Axis Moments Live Load 4 80 k Ecc for Y-Y Axis Moments 4 000 in 0 000 in Short Term Load k IBWJMtSSiMfSSt 1 Sum Se Un Con BMii33!«»«M!»!« ?maty I ^f$3%&'&^2:t^:&&^tt&&$M^ ction P6STD, Height = 22 00ft, Axial Loads DL = 600, LL = 480, ST= 000k, braced Lengths X-X = 22 00ft, Y-Y = 22 00ft nbined Stress Ratios Dead Live DL + LL Column Desian OK Ecc = 4 000m DL + ST t_i_LL AISC Formula H1 - 1 0 3390 if Chosen) AISC Formula H1-2 03039 AISC Formula H1 - 3 0 2203 0 1763 02982 XX Axis Fa calc'd per 1 5-1 , K*L/r < Cc YY Axis Fa calc'd per 1 5-1 , K*L/r < Cc Stresses \] Allowable & Actual Stresses Dead Live DL Fa Allowable 10 62 ksi 10 62 ksi fa Actual 1 08 ksi 0 86 ksi Fbxx Allow [F31] 23 76 ksi 23 76 ksi fb xx Actual , 2 83 ksi 2 26 ksi Fbyy Allow [F31], 23 76 ksi 23 76 ksi fb yy Actual 0 00 ksi 0 00 ksi ;£!j;#i*£*;7:^ft^^ + LL DL + Short 1062 ksi 1 94 ksi 23 76 ksi 5 09 ksi ' 23 76 ksi 0 00 ksi | Analysis Values F'ex DL+LL 10,790 psi Cm x DL+LL 060 F'ey DL+LL 10,790 psi Cm y DL+LL 060 F'ex DLtLL+ST 14,351 psi Cm x DL+LL+ST 060 F'ey DL+LL+ST 14,351 psi Cm y DL+LL+ST 060 Cbx DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST Max X-X Axis Deflection -0237m at 12760ft Max Y-Y Axis Deflection 0000 in at I Section 14 12 ksi 1 94 ksi 31 60 ksi 5 09 ksi 31 60 ksi 0 00 ksi J 1 75 1 75 1 75 1 75 0 000 ft Properties P6STD 1 Diameter 6 63 in Weight 1 8 95 #/ft l-xx 28 1 0 m4 Area 5 58 m2 Thickness 0 280 in l-yy S-xx s-yy r-xx r-yy 28 10m4 8483m3 8483m3 2 244 in 2 244 in HIM tuiiiinn nc Rev 550100 User KW-0601611 Ver550 25 Sep-2001(c)1983-2001 ENERCALC Engineering Sor Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Title Dsgnr Description Scope Job#ce1@ Date Steel Column Page 2 ^PJ^gJ9^°)'Q204_22,ec^P_aJcuJat'ons_ Description NEW COLUMN TO SUPPORT GIRDER Sketch & Diagram Aiial DL = 6k Axial LL = 4 flkAxia! ST = Ok fNBINEElIHe 1KC STRUCTURAL CALCULATIONS Client: Project: Location: TARLOS & ASSOCIATES SMART & FINAL CARLSBAD, CA Building Code: 1997 UBC Plump File No: 020422 Revisions: These calculations not valid unless signed end seated in space above By: R.P. Date: May 1, 2002 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 Plump Engineering, Inc 13210 Florence Avenue Santa Fe Springs, CA, 90670 562-777-0983 FAX 562-777-9613 RichardPlump @ Peica com RESPONSE TO BUILDING DEPARTMENT CORRECTIONS City CiiKhnd Aichiicct Tarlos & Associalcs Project Smart & Final D.ilc Juno fi, 2002 PLUMP Job# 020422 ITEM #:B.D.C RESPONSE- STRUCTURAL COMMENTS 2 i See detail 4/S-4 n See calculation pages 7,8,11 and 12 in See page 7 iv See calculation page 13 through 16 Consulting Engineers in Struclura!I Engineering 11210 Florence Avenue Sann Fe Springs CA 90670 ''lKini"(Vi2) 777 Il9fn INC I i* (562) 777-9613 Client Title ... We OSQl=L By . Date Sheet 2618 EL CAMINO REAL, Carlsbad, CA 92008-1214 Save O2000 Plump Engineering, Inc 13210 Floience Avenue Santa Fc Springs, CA, 90670 562-777-098*3 FAX 562-777-9613 RichaidPlump @ Peica coin flliMf [N4IKMIINO IUC LATERAL ANALYSIS:12/20/2001 DETERMINE BASE SHEAR Nv = 1 Cv= 0 64 Nv |= 1 R= 55 Ct= 002 h= 12 Na = 1 Ca= 0 44 Na Z= 04 SEISMIC LOADS ACTUAL SEISMIC DESIGN LOADS DEAD LOAD ROOF COVER = , 1/2" PLYWOOD ~ ROOF RAFTERS = INSULATION MECHANICAL SPRINKLERS T-BAR MISC TOTAL DEAD LOA = LIVE LOAD ROOF SECOND FLOOR = Cv= 0 64 V = (Cv I / RT)W = 0 902 W T= 0 128948 Ca= 0 44 V = (2 5 Ca i / R)W = 0.2 W V= 0 1 1 Ca I W= 0 048 W V = (0 8Z Nv I / RWV = 0 058 W DESIGN SEISMIC COEF = 0 2 W ZONE 4, SOIL PROFILE Sd >tf£ZZANINE 1 PSF COVER\ 1 5 PSF 5/8" PLYWOOD 3 PSF FLOOR JOIST« A / 2 PSF INSULATION NT^ 2 PSF MECHANICAL N 2 PSF SPRINKLERS 1 PSF T-BAR 2 5 PSF MISC 15 PSF TOTAL DEAD LOAD 20 PSF REDUCIBLE 125 PSF TOTAL DESIGN (30-4) BASE SHEAR NEED NOT EXCEED (30-5) NOT LESS THAN (30-6) NOT LESS THAN (30-7) (SEISMIC ZONE 4) 1 1 PSF 2 PSF S* 3 5 PSF ^f 2 PSF ^ 2 PSF X. 1 5 PSF = \^ 1 PSF \. 2 PSF ^v 15 PSF Consulting Lngmeers in Structural Engineering H210 Florence Avenue S-mta FC Springs CA 90670 Phone (S62) 777 0983 me Tax (562) 777-9613 Ghent Title File By Consulting Engineers m Structural Engineering" 13210 Florence Avenue SanLiFe Springs CA 90670 Pltone (562) 777-ffiWl Fax {562)777-9613 Client Title Date Sheet * mi U. '- PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMARTS, FINAL Dsgnr RP Description Scope Job#011212 Date Rev 510300User KW 0001011 Vor 5 1 3 22 Jan 19DB Win32 Steel Beam Design Description General Informationt&nmmouBwraaiiiiwJWNMni oaamxrauKi Calculations aro doslgnod to AlSC 9th Edition ASD and 1997 UBC Requirements fwj' Kx.ratj^K.r^.'sni-^iu^yfj.'BSiJ. Steel Section W18X50 Center Span 18 00 ft Left Cant 0 00 ft Right Cant 0 00 ft Lu Unbraced Length 18 00 ft Pmned-Pinned BmWt Added to Loads LL & ST Act Together ^Km^a^^3!WmSSI!tfKiKai^l^UVU!miilSminxaSSSiSSKal'K 'tSJFy 36 OOksi Load Duration Factor 1 00 Elastic Modulus 29,000 Oksi Distributed Loads #1 DL 1 560 LL 0 200 ST Start Location End Location ipti««*8M£«i«ta»M3»»»iB&i&^sty,4y1 Summary | Using W1 8X50 section, Span - End Fixity = Pinned-Pinned, Lu Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv „ #2 #3 1800ft, Fy = 360ksi = 1800ft,LDF = 1 000 Actual 73 302 k-ft 9 890 ksi 0733 1 16289k 2 551 ksi 0177 1 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Allowable 100050 k-ft Max Deflection -0 184 in 13499ksi Length/DL Defl 1,3179 1 Length/(DL+LL Defl) 1,1722 1 91 965 k 14400 ksi •• Force & Stress Summary «— These columns are Dead Max M + Max M - Max M@Left Max M @ Right Shear @ Left Shear® Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left ( Reaction @ Rt \ Fa calc'd per 1 5-2 Section Properties Depth Width Web Thick Flange Thickness Area Maximum 73 30 k-ft 16.29k 1629k -01 84 m 0000 m 0 000 m 0,000 ft ~~~x. f1629 \ ( X 1629 A \ W18X50 ^ 17990m 7495m 0 355 in 0 570 in 1470m2 DL ^)nly (5) 6520 1449 1449 -0164 0000 0000 0000 ' ~~x1449 \ 1449 \v i ^— - J Li--? IQ) Weight l-xx i-yy S-xx S-yy LL Center 7330 1629 1629 -0 184 0000 0000 0000 1629 1629 .7-1 _ I LL+ST (5> Center, -0184 0000 0000 0000 1629 1629 *Me) •=• \. 49 93 #/ft 800 00 m4 40 10m4 88 938 m3 10?00m3 + Live Load placed as noted --» LL © Cants • 0000 0000 0000 0000 Ia* r-xx r-yy Rt LL+ST © Cants k-ft k-ft k-ft t1 k k 0 000 in 0 000 in 0 000 in 0 000 in k k 7 377 in 1 652 m 1 940 in sraf i1n»m ^X"- PLUMP ENGINEERING, INC Title SMART & FINAL ^J/j 13210 FLORENCE AVE Dsgnr RP Lg^X SANTA FE SPRINGS, CA 90670 Description 562-777-0983 FAX 562-777-9613 c_nno ItlG P Rev 510300 _, . _ _ Usor KWOB01Q11 Vor5 1 3 J2 Jim 1999 Win32 StPPl BPfl IT1 DP^IOII<r) 1BB300CNCRCALC vt.v*+m •-r^uiii L^W^TI^II Job#011212 Date 7 Page 2 p \eneicalc\01 1212 ecw Calculations Description NEW HEApER BEAM AT STORE FRONT Bflo— [1048" Jflfl""hiW ""HSJO" heoo Local Ion Along Member (H) PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope Job#011212 Date Mu» fitimrlil nc Rev S10300User KW 06016)1 Vni51 3 22 Jun 1099 Win32 Steel Column Page 1 Description NEW COLUMN TO SUPPORT LINTEL General Information "SEWR.SWJISHJB! Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Stool Section TSGX6X1/4 Column Height 12000ft End Fixi(y Pin-Pin Live & Short Term Loads Combined ry Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 45 00 ksl 1 330 29,000 00 ksi 12000ft 12000 ft X-X Sidesway Y-Y Sidesway Kxx Kyy Restrained Restrained 1 000 1 000 Loads Axial Load Dead Load Live Load Short Term Load 1449 k 1 80k k Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments 4 000 in in Column Design OK Section TS6X6X1/4, Height = 12 00ft, Axial Loads DL = 1449, LL = 180, ST = 000k, Ecc = 4 OOOin Unbraced Lengths X-X = 1200ft, Y-Y = 1200ft Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 -2 AISC Formula H1 -3 Dead 03188 Live 00396 DL + LL 03584 (LL if Chosen) 02694 XX Axis Fa calc'd per 1 5-1, K'L/r < Cc YY Axis Fa calc'd por 1 5--\, K*L/r < C-c Stresses Allowable & Actual Stresses Fa Allowable fa Actual Dead 2065 ksi 2 59 ksi _Liye 2065 ksi 0 32 ksi DL (-LL DL + Short 20 65 ksi 291 ksi 2746 ksi 2 91 ksi Fbxx Allow [F31] fb xx Actual 29 70 ksi 5 74 ksi 29 70 ksi 071 ksi 29 70 ksi 6 45 ksi 39 50 ksi 6 45 ksi Fbyy Allow [F31J fb yy Actual 29 70 ksi 0 00 ksi 29 70 ksi 0 00 ksi 29 70 ksi 0 00 ksi 39 50 ksi 0 00 ksi Analysis Values tettiii^^&i^it^^ F'ex DL+LL F'ey DL+LL F'ex DL+LL+ST F'ey DL+LL+ST Max X-X Axis Deflection 39,035 psi 39,035 psi 51,917 psi 51,917 psi -0099m at Cm x DL+LL Cmy DL+LL Cmx DL+LL+ST Cmy DL+LL+ST 060 060 060 060 6 960 ft Max Y-Y Axis Deflection Cbx DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST 0 000 in at 1 75 1 75 1 75 175 0 000 ft Section Properties TS6X6X1/4 Depth Width Thickness 6 00 in Weight 6 000 in Area 0 250 in 1899#/tt l-xx 5 59 m2 l-yy S-xx S-yy r-xx r-yy Hij?jjH fyi^{^nyfV^JJmf3'fK^ffS¥Sx^EI.^£ft!}. 30 30 ml 3030m4 10 100 m3 10 100 in3 2 326 in 2 328 in PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope Job#011212 Date Rev 510300User KW 0601611 VDJ 5 I 3 22 Jim 1999 Win32 (C) 1983 99 ENERCALC Steel Column Page 2 p \enercalc\011212 ecw CalculationsM"fJ "W tn>J HI •". •Wfi VA»l ••UllUJlJ'JJJIIiJIUIIHigBUl B J •t''J»Him»H'Jll W^Uv J.j. Description NEW COLUMN TO SUPPORT LINTEL Sketch & Diagram A«lnlDl • M <* A-lnlLL- 1 Bk Axlnl ST • Ok Company Designer Job Number Plump Engineering, Inc. RP 011212 SMART & FINAL January 21, 2002 Checked Bv D Geometry and Materials Length 333ft eX Om Width 1 33 ft eZ 0 m Thickness 12 in pX 8 m Height 2 rn pZ 8 fn ioacte Allowable Soil Bearing 4000 psf Concrete Weight 145 pcf Concrete f'c 2 ksi Steel fy 40 ksi Minimum Steel 0018 RebarCL 3 5 in P(k)Vx{k) DL LL Service Combination Results Vz(k)MX (k-ft)Mz (k-ft)Overburden (psf) 1449 1 8 0 A +Over Description DL+LL DL+LL+WL DL+LL+WL DL+LL+EL DL+LL+EL Load Sets "DL+LL "" DT+LL+WL DL+LL-WL DL+LL+EL DL+LL-EL Allowable (psf) " 4000" 5332 5332 5332 5332 Max Bearing (psf) 3825 54 (A) " 3825 54 (A) 3825 54 (A) 3825 54 (A) 3825 54 (A) OTMSF X-X NA" NA NA NA NA OTMSF Z-Z "NA NA NA NA NA DL+LL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL+WL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL-WL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL+EL QA 3825 54 psf QB 3825 54 psf QC 3825 54 psf QD 3825 54 psf DL+LL-EL QA 3825 54 psf QB 3825.54 psf QC 3825 54 psf QD 3825 54 psf RISAFoot Version 1 03 [C \RISA\011212 rft]Page 1 Company Plump Engineering, Inc. Designer RP Job Number 011212 SMART & FINAL January 21, 2002 Checked By Flexure Design Results Description AC191 ACf 9 2(W) AC I 9 2(W)~ ACI 9 2(E) ACI 9.2(E) ACI 9 3(W) AC! 9.3(W) ACI 9.3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275 Wl 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+f3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Mu-XX (k-ft) 622 4665 '4665 4665 4665 3 475 3475' 3475 3475 Z DirAs(m2} 345 345 ~345 345 345 " "345 345 345 345 Mu-ZZ (k-ft) 966 725 725 725 725 54 54" 54 54 XDirAs(m2) 863 863 "863 ~ 863 863 "" "863 863 863 863 Controlling X direction steel requires the following placement Region 1 (starts at A) 12 in Steel 185 in2 Region 2 (middle) 15 96 in Steel 493 in2 Region 3 (ends at B) 12 in Shear Check Results Steel 185 in'D B Two Way (Punching) Vc NA One Way (X Dir Cut) Vc 12 134 k One Way (Z Dir Cut) Vc 30 38 k Punching X Dir Cut 2 Dir Cut Description Load Sets and Factors Vu(k) Vu/. A/c Vu(k) Vu/. Vc Vu(k) Vu/< Vc ACI 91 ACI 9 2(W) ACI 9 2(W) ACI 9^2(E) " ACI g".2(E) ACI 9.3(W) ACf 9 3(W) ACI 9.3(E) ACI 9.3(E) 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL L9DL+1 43E"L 9DL-1 43EL NA NA NA ' NA NA NA NA NA NA NA NA " NA NA NA NA j NA NA | NA 4373 328 328 328 328 2443 2443 2443 2443 424 318 318 .318 318 237 237 .237 237 012 009 009 009 009 007 " " 007 " 007 007 o ! 0 0 0 0 0 ~ 6" o"" 0 Concrete Bearing Check Results (Only Vertical Loads Considered!) Bearing Be 217056k Description Load Sets and Factors Bearing Bu (k) Bearing Bu/. »Sc ACI 91 AC! 9 2(W) ACI 9 2(W) ACI 9 2(E) ACI 9 2(E) ACI 9 3(W) ACI 9 3(W) ACI 9 3(E) ACI 9 3(E) 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 Q5DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL-M 43EL 9DL-1 43EL 23361 17521 17521 17521 17521 13051 13051 13051 13051 .154 115 115 115 .115 086 086 086 086 RISAFoot Version 1 03 [C \RISA\011212 rft]Page 2 PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Flev 510300 Usor KW 0801811 Vor 5 1 3 22-Jun 1999 Win32 (c)1083B9CNERCALC •Description HORIZ 'SUPPORT Title SMART & FINAL Dsgnr RP Description Scope Job#011212 Date Steel Beam Design Page 1 > \enercalc\011212 ecw Calculations General Information Steel Section : TS8X4X3/8 Center Span Left Cant Right Cant Lu Unbraced Length Distributed Loads #1 DL LL ST 0 296 Start Location End Location 20 000 20 00 ft 000 ft 000 ft 20 00 ft #2 Calculations aro designed to AISC 9th Edition ASD and 1997 USC Requirements • fy Pinned-Pinned Load Duration Factor Elastic Modulus LL & ST Act Together ' ' • #3 #4 #5 #6 36 OOksi 1 00 29,000 Oksi #7 k/ft k/ft k/ft ft ft Summary Using TS8X4X3/B section, Span = 20 00ft, Fy = 36 Oksi End Fixity = Pmned-Pmned, Lu = 20 00ft, LDF = 1 000 Actual Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv 14800 11 477 0483 2960 0493 0034 k-ft ksi 1 k ksi 1 Allowable 30640 23760 43200 14400 k-ft ksi k ksi Beam OK Short Term Load Case Governs Stress Max Deflection -0 594 in Length/DL Defl 001 Length/(DL+LL Defl) 404 3 1 Force & Stress Summary tmi®&s<a&®&A&8&$ikw8jwtAB®ifa^ Maximum Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear® Right Center Deft Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1 5-2, Section Properties Depth Width Thickness Area 14 80 k-ft 296k 296k -0 594 m 0000 m 0 000 m 0 000 ft 296 296 K*L/r > Cc TS8X4X3/8 8 000 in 4 000m 0 375 in 8 08 m2 «-- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL-t-ST Only @ Center <S> Center (8> Cants (3) Cants 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 Weight I -XX l-yy S-xx S-yy 1480 296 295 -0594 0000 0000 oooo • 296 296 27 45 #/ft 61 90 in4 20 60 Iti4 15475m3 10300m3 i 0000 0000 0000 0000 r-xx r-yy k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0000 m k k 2 768 in 1 597 in 1 PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART & FINAL Dsgnr RP Description Scope Job#011212 Date Rov 510300User KW 0601611 Vp( 5 1 3 22 Jun 19BB Win32(c| 19B3 99 ENERCALC Steel Beam Design Page 2 Description HORIZ 'SUPPORT Local y Defection I In)Locsllon Along Member PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART SPINAL Dsgnr RP Description Scope Job #011212 Date mi> mmitut i»c Rev 510300User KW 0601611 Ver 5 1 3 22 Jun 1609 Win32 (c)1BB399ENERCALC Steel Beam Design Page 1 i \eneccalc\OU212 ecw Calculations Description VERT SUPPORT General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS8X6X1/2 Center Span Left Cant Right Cant Lu Unbraced Length 24 00 ft 000 ft 000 ft 24 00 ft Pinned-Pinned LL & ST Act Together ^i™mf?w^Bwmi»c!mffljmi&yM&^iuH!MOEFy 36 OOksi Load Duration Factor 1 00 Elastic Modulus 29,000 Oksi Point Loads #1 Dead Load Live Load Short Term 5238 Location 12000 <£KiKSSS®M<sBtie$W4&?ra«i~ ** ^ ii-jwf** U Ji j Summary 4 Using TS8X6X1/2 section, Span End Fixity = Pinned-Pinned, Lu = Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv Force & Stress Summary #2 #3 = 24 00ft, Fy = 36 Oksi 24 00ft, LDF = 1 000 Actual 31 428 k-ft 14646 ksi 0616 1 2619 k 0 327 ksi 0023 1 #4 Allowable 50 985 k-ft 23 760 ksi 57 600 k 14400 ksi #5 #6 #7 k kk ft Beam OK Short Term Load Case Governs Stress Max Deflection -0 873 in Length/DL Defl 0 0 1 Length/(DL+LL Defl) 330 0 1 «-- These columns are Dead + Live Load placed as noted Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear ©Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ jVLaxirnum 31 43 k-ft 262k 262k -0873 m 0000 m 0 000 in 0 000 ft LL Center 0000 0000 0000 0000 0000 0000 0000 0000 Reaction @ Left 2 62 Reaction @ Rt 2 62 Fa calc'd per 1 5-2, K*L/r > Cc LL+ST Center 31 43 262 262 -0873 0000 0000 0000 262 262 LL (Sj Cants LL+ST J3LCant_s_ 0000 0000 0000 0000 k-ft k-n k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 m k * k Section Properties TS8X6X1/2 Depth Width Thickness Area 8 000 in 6 000 in 0 500 in 1240in2 Weight I -XX i-yy S-xx S-yy 42 1Z#ffl 10300m4 65 70 m4 25 750 m3 21 900 in3 r-xx r-yy 2 882 in 2 302 m PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Title SMART SPINAL Dsgnr RP Description Scope Job #011212 Date Uumnm me Rev 510300User KW 0801SI1 Vcr 5 I 3 22 Jun 19BO Win32 (f) 1983 09 ENERCALC Stee' Beam DeSig" o^erc^oil^ecwlg,.^'^7^^'LV'-zi*T-tt^%w^mm>i*t^m'mzmv&3^'^a'v*w Description VERT SURPORT ocHtton Along Member ((t( Consulting Engineers _m Struct u ra j_En g i n e e ring 13210 Florence Avenue S<mtaFe Springs CA 90070 mimmt mt Date Sheet -70) E' / c? PLUMP ENGINEERING, INC 13210 FLORENCE AVE SANTA FE SPRINGS, CA 90670 562-777-0983 FAX 562-777-9613 Rev 510300 __User KW 0601611 Vcr 5 1 3 22 Jun 1999 Win32 MSS c) 1983 99 ENERCALC onry Pier Ana Title SMART & FINAL Dsgnr RP Description Scope lysis & Desk Date Job#011212 I? an page 1 1' p \enercalc\01 1212 ecw Calculations I CaKJiS^JWK&i&S&IuSSSS^^ &rS£^t^iJE^£J^:i£Jl^ii#lU^ Description CHECK (E) SHEAR PIERS General Information Total Lateral Force Seismic Zone Load Duration Factor Shear Pier Data e£**&ii.4S?^i£ii£^ Pier Height Pier Length Wall Thickness "j" Depth Mult Pier Fixity fm Fs Sp Insp Grout Spacing Calculations are designed to ^Si^f!f^li^^^at^^^jff^^^^^^BSii^lif*lSii£i^Pier#1 1200ft 21 50ft 8 in 090 Pin-Fix 1 ,500 psi 24, 000 psi No 8m 9734 k 4 1 33 - -- Pier #2 Pier #3 1200ft 600ft 8m 090 Pin-Fix 1 ,500 psi 24,000 psi No 8 in 1200ft 600ft 8 in 090 Pin-Fix 1,500 psi 24,000 psi No 8 in Moduli Em - fen * Moduli Ev = fm * Pier #4 1200ft 33 83 ft 8 in 090 Pin-Fix 1 ,500 psi 24 ,000 psi No 8m 1997 UBC Requirements \ 75000 040 J Pier #5 1200ft 2867ft 8 in 090 Pin-Fix 1,500 psi 24,000 psi No 8 in | Analysis Data j E-!MaaRKira^ffli™a^^^ffia»!is«ja«i!^Mi Height/Length (H/L)A3 Rel Defl Sum Rigidity Rigidity = 001 /Defl % Force to Pier Shear to Pier Relative Defl * 1 0A5 M / (V'Oepth) Shear Reinforcing fv=V/(12*est*jd) Fv w/o Remf Fv w/ Remf Bending Reinforcing Moment @ End "d" to tension As Bending As Req'd Pier#1 05581 0 1739 1396122 31 96 7 163 022 21 814k 1396m 0558 Pier#1 18 54 psi 29 55 psi 44 32 psi d Not Req'd mft2/ft 261 76 k-ft 1935ft 0 42 in2 Pier #2 20000 80000 503 5556 1 986 006 6048 k 5036 in 2000 Pier #2 1842 psi 2328 psi 38 63 psi Not Req'd mA2/ft 72 58 k-ft 540 ft 042 m2 .;; . .fffy. ,- r:if,Kx*f*suM*tf.i<:x£&a&z&x&*i<A!, Pier #3 20000 80000 503 5556 1 986 006 6048 k 50 36 m 2000 Pier #3 18 42 psi 23 28 psi 38 63 psi Not Req'd mA2/ft 72 58 k-ft 540ft 0 42 m2 Pier #4 03547 00446 88 6985 11 274 035 34 335 k 000 m 0355 Pier #4 ) 18 55 psi 31 30psi 46 94 psi Not Req'd mA2/ft 41 2 02 k-ft 3045ft 0 42 m2 Pier #5 04186 00733 1046716 9554 030 29 095 k 1047 in 0419 Pier #5 18 55 psi 30 75 psi 46 12 psi Not Req'd m*2/ft 349 14 k-ft 2580ft 0 42 in2 :iW5i " '• a* ,, -ft -•,*'/-' 'i: v''^ -1" i h '**"' vn ' '-!(•' ' • £ " 1"'^ P. ^iJJ? i* , P id .5/08 Wd^!~^:£ —:d?a^ P 04/08 JUN-14-2002 15 59 TflRLOS a MSSOCIIHES P 05/08 JflN-14-2002 15 59 TRPLOS & HSSOCJnTES P 06--08 JHN-14-2002 16 00 THRLOS & HSSOCinTES P 07x08 FUtU- H£G 4t JUN-14-2002 16-00 P.08/08TPRLOS & OSSOCIPTES TOTPL P.08 Consujtmg Engineers in Structural Engineering 11210 Florence Avenue Suit i rc SprmesCA WKiTO Plume (162) 777 (W81 1 ix , ,hoe «- I Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-09B3 FAX 562-777-9613 RichardPlump@PEICA COM Hev 550100U-ier KW OG01G11 Vor 5 5 0 25 Sep 2001|c)19B3 2001 CNLRCALC Eoginoonng Sollwarq T..I.I. «» «i nun.«*!>»... ..™.,. "—"•"" "n- Tide SMART & FINAL psgnr RP Description Scope Date. Job # 020421. 2 Steel Beam Design Page 1 p \enetcalc\Q20421 ecw Calculations&<<MMM<st£ysx Description NEWHORIK TUBE General Information Cntculntions aro <Jo<tlgnad to A1SC 9th Edition ASD and 1997 UBC Requirement-! TwwP'R"*I[i;''Jr!rj|lwj'iup>j('niM«iiiiiifPHmJW uiujUMrWHHWirMjiiFy 4500ksiSteel Section : TS4X4X1/4 Center Span 9 00 ft Left Cant 0 00 ft Right Cant 0 00 ft Lu Unbraced Length 9 00 ft Pinned-l'inncd LL & S I Act Together Load Duration Factor Elastic Modulus 1 00 29,000 Oksl Distributed Loads #1 #2 It 3 It 4 #5 #6 #7 DL LL ST 0142 Start Location End Location 9 000pcMajffaytggn^^'^^.^^nMM^^^y^ ISummary j Using TS4X4X1/4 section, Span End Fixity = Pmned-Pmned, Lu = Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv = 9 OOfl, Fy = 45 Oksi 9 00ft, LDF = 1 000 Aclual Allowable 1 438 k-ft 10172 k-ft 4 198 ksi 29700 ksi 0 141 1 0639k 18000k 03l9ksi 18 000 ksi 0011) 1 k/ft k/ft k/ft ft ft Beam OK Short Term Load Case Governs Stress Max Deflection -0 088 in Lenglh/DL Defl 00 1 Length/(DL+LL Defl) 1,2282 1 Force & Stress Summary • «M»M»««n.''WWHL nVW Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear® Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt rrmmtW * miOfnKxrwnnx.'. Maximum 1 44 k-ft 064k 064k -0 088 in 0 000 in 0 000 in 0 000 ft 064 064 «— These UL LL _g.niy JoLCetiter,, 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 columns are Dead LL+ST (o> Center 1 44 064 064 -0088 0000 0000 0000 064 064 + Live Load placed LL @ Cants 0000 0000 0000 0000 as noled --» LL^ST © Cants k-ft k-ft k-ft J k-ft ' k k 0 000 in 0 000 in 0 000 in 0 000 in k k Fa calc'd per 1 5-2, K*L/r > Cc Section Properties TS4X4X1/4i*BmwaHiBfflu*JiiftiflKr»jMsaF*m«a?»wwii'«*l»wwi(wwii*Juii um Depth 4 000 in Width Thickness Area A 000 in 0 250 in 3 59 In2 Weight t-xx l-yy S-xx S-yy 1219#m r-xx 0 22 In4 r-yy 8 22 in-1 4 110 In3 A 110 In3 1 513 in 1 513 In . ___ _ _ _ _RtnT" 550100 ~ ..... "Uior KWOG01G11 Vor550 25 Sop ?001(c)1903 2001 HNCRCALC Diguioorlng SoriwnrsiijiMajui Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 9Q67Q 562-777-0983 FAX 5G2-777-9G13 Richard_P;lump@PEICA COM Steel Beam Design Title SMARTS FINAL Dsgnr RP Description Job #020421 Scope Date Page 2 p \cnercalc\020421_ecw Calculationsh'&IMtti Lmi.VJSTT'KSBUBMHJja^PJfflNW.MniS Description NEW HORIZ TUBE Sketch & Dlngrnin Rmai-0639k Vmax @ Icn » 0 639k Lo en I Ion Along Mrmhst (1) nt«f niiiiltiii me Rev" 550100User KW 0601611 Vor 5 5 0 25 Sep 2001(c}1983 2001 ENERCALC Engineering Software Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Title SMART 8, FINAL Dsgnr RP Description Scope Job n02D4ZL Date Steel Beam Design Page 1 i \eneicata\020t2t sow Calculations• s ism* TO vm mm JWJWH Description NEW VERT'TUBE General Infoiniation Calrul.illoni aro Htcslgnpd to AISC 9th Edition ASU mid 1997 UHC Ro(|iilromon(« Steel Section : TS4X4X1/4 Center Span Left Cant Right Cant Lu Unbraced Length Point Loads #1 Dead Load Live Load Short Term 0 639 Location 11 000 'sai<ita^aB**^wMWBt!^f3»iiiMtMm'MaaiJg3{M Summary | i^ JuaajsMaUyUskk^saJ^MSfflHliH Using TS4X4X1/4 section, Span End Fixity = Pmned-Pmned, Lu = Moment fb Bending Stress fb/Fb Shear fv Shear Stres; fv/Fv Pitined-Pmned 17 "50 » 000 ft LL&Sf Act Together 000 ft 1000 ft #2 #3 #4 = 1750ft, Fy = 450ksi 1000ft, LDF= 1 000 Actual Allowable 2 COS k-ft 10172 k-ft 7 616 ksi 29 700 ksi 0 256 1 0402k 18000k 0201 ksi 18000 ksi 0011 1 fy 45 00 ksi Load Duration Tnctor 1 00 Elastic Modulus 29.000 Oksl #5 #G #7 k k k ft Beam OK Short Term Load Case Governs Stress Max Deflection -0473m Length/DL Defl 0 0 1 Length/(DL+LL Defl) 443 6 1 Force & Stress Summary fjxxz&avmvxxxisiKtiasnaui&i.* ^^A^BMWJI Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1 5-2 Section Properties(,.W*I,«amtffUJ!BJl*ff»<",ll**«JJW,!JtK Depth Width Thickness Area «-- These DL LL Maximum Onlv (3> Center 2 61 k-ft 024k 04Qk -0 473 m 0 000 0 000 0000 m 0000 0000 0 000 in 0 000 0 000 0 000 ft 0 000 0 000 024 040 , K*L/r > Cc TS4X4X1/4 4 000 in Weight 4 000 in l-xx 0 250 in l-yy S-xx 3 59 in2 S-yy columns are Dead LL+ST <S> Center 261 024 040 -0473 0000 0000 0000 024 040 12 19 ntn 8 22 m4 8 22 m4 4 110 In3 4 A10in3 •*• Live Load placed as noted — » LL LL+ST (5? Cants <8> Cants » '0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 r-xx r-yy k-ftk-rt k-ft k-ft k k in in In in k k ™_J1 513 in 1 513 In Rev 550100 User KWOG01C11 Var 5 5 0 2-> Sop 2001(c)!903 2001 ENCKCALC Engineering Softwarb .rawwmgy >?w LF';iin-EBiaiw!Wii*atf"iHH* wfr'iMffJH * rmuty Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Steel Beam Design Title SMART & FINAL Dsgnr RP Description Scope Job # 02042L Date , ,, ^ r pfgf( 2 p \enercalc\020421 ecw Calcu[ation8le^wws*wwpsnut UBKWsawaiuaiwu&iusiiw Description NEW VERT TUBE Sketch & Diagram Lounl i Ucnecllun (In)Location AlonO Motnber (1) '".50100 "KW0601G1I Vm'i'iCIIU 20(M Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PElCA COM r'*7,0?' ' i Masonry Lintel Design"Ml ooriwmo , ' -* -J Title SMARTS FINAL Dsgnr RP Description Scope Job # 020421 Date Page 1 p\e!.ieical[,V02042] ecw Calculations'-- - " "Description 'CHECK (E) LINTEL General Information Calculations arc designed to 1997 UBC Requirement* rm rs Em = fm * No Special Inspection Seismic Factor Wall Wt Mult 1.5000 psi 24,000 0 psi 75000 0450 1 000 Cle.ir Span Lmlel Deplli Thickness End Fixily Bar Spacing 833 H 7 50 ft 800 in Pin-Pin 3 000 in Rebar Size fl Bars E/F Top Clear Btm Clear # Bar Sets Load Duration Factor 5 1 120001(1 12000in 3 1 330Block Type Medium Wt Live Loads Not Included with Wind/Seismic Applied Loads Distributed Loads #1 Wind Load jxf&^g&'^ttJ^^saji&xb.ijr-'izz&tfjg'Z.' i£sT £F<v:&; DL 018km 20 00 psf LL 024 k/U - Start X 0 000 ft EndX 8 330 ft Moments & Shears Moment Shear Vertical Loads DL Only DL + LL DL + Wind/Seismic ^ (LL) Lateral Loads Wind Seismic Equiv Solid Thick Actual__ 664 872 1 30 228 7 GOO in Wall Wt Allowable 90 06 k-ft 90 06 k-fl 119 78 k-ft 9 07 k-ft 9 07 k-ft 78 00 psf Actual_ 575 756 1 39 243 E 1125,000 Opsi Allowable 1936 psi 1936 psi 25 76 psi 2576 psi 25 76 psi 25 7778 mmtnv Summary Lintel OK Span= 8 33ft, Depth= 7 5ft, Thick= 8 OOmMedium Weight Block, No Special Inspection Using 3 bar sets of 1- #5 bars spaced 3 OOOin apart, Ends are Pin-Pin Combined Stress Ratios (shear governs) 0 3903 . 1 00 (shear governs) 0 2772 ' 1 00 | (shear governs) 03178 ! 1 00 I Vertical Lateral fb/Fb 0 0968 MFv fb/Fb fv/Fv fb/Fb fv/Fv DL + LL DL + Wind (+ LL) DL +Seismic (+ LL) Combined Stress Results DL+LL DL + Wind (+ LL) DL +• Seismic (+ LL) 03903 00554 02234 00554 02234 01435 00538 02518 00944 Combined OOQ68 03903 0 1989 02772 03072 03178 1 00 100 1 00 1 00 1 001 00 Design Values Vertical Strength As k (npft2^np)n 5-np up I = t - k/3 M mas=Fb k ) b dft2/2 " LDF M Stl = Fs As ) d Lateral Strength As k (npA2+2np)ft 5-np np ] = 1 - k/3 M mas=Fbkjbd*2/2*LDF M Stl = Fs*Asyd*LDF 0 G200 m2 071 00269 0931 91 99 k-ft 90 06 k-ft 0 93 m2 027 005 091 9 07 k-ft 12 40 k-fl Allowable Stresses Mnsomy Fb 0 33 Trn ( 5 if w/o sp msp) Steel Masonry Fv fin* 5 * { 5 it w/o sp insp) .247 50 psi 24,000 00 psi 1936 psl Company Plump Engineering, Inc Designer RP Job Number 020422 SMART & FINAL June 6, 2002 Checked By l 5 ft A B D Geometry and Materials -P>w •e* 7 4 ft c z Length Width Thickness Height f 4ft 4ft 18mr^w eX eZ pX pz 0 in 0 in 12m 12m Allowable Concrete Concrete Soil Bearing Weight fc 1000 psf 145 pcf 2ksi Steel^4*- Minimum Steel Rebar CL "MO ks. 0018 3.5 in Loads DL Vx(k)Vz(k)MX (k-ft) ( 6 J 5 i \ 4 _1_ + P A +\/X A "5 | I D"~"C B ""A A D .Mz_(Mt^ Overburden (psf) +Over Service Combination Results Description DL+LL DL+LL+yVL "DL+LL+WL DL+LL+EL DL+LL+EL Load Sets DL+LL DL+LL+Wl DL-t-LL-WL DL+LL+EL' DL+LL-EL Allowable (psf) 1000 1333 1333 1333 1333 Max Bearing (psf) 994 01 (A) 994 01 (A) 994 01 (A) 994 01 (A) 994.01 (A) OTMSF X-X NA NA INA NA NA OTMSF Z-Z NA NA NA NA NA D DL+LL QA 994 01 psf QB 994 01 psf QC 994 01 psf QD 994 01 psf D DL+LL+WL QA 994 01 psf QB 994 01 psf QC 994 01 psf QD 994 01 psf D DL+LL-WL QA 994 01 psf QB 994 01 psf QC 994 01 psf QD 994 01 psf D DL+LL+EL QA 994 01 psf QB 994 01 psf QC 994 01 psf QD 994 01 psf D DL+LL-EL QA 994 01 psf QB 994.01 psf QC 994 01 psf QD 994 01 psf RISAFoot Version 1 03 [C \RISA\020422 rft]Page 1 Company Designer Job Number Plump Engineering, Inc. RP 020422 SMART & FINAL June 6, 2002 Checked By Flexure Design Results Description ACI91 AC I 9 2(W) " ACt 9~2(W) ~ACI i9.2(E) ACI 9.2(E) ACI 9.3(W) ACl 9.3(W) ACI 9.3(E) ACI 9 3<E) Load Sets and Factors 1 4DL+T 7LL 1 05DL+1 275LL+1 275WL '1Q5DL+1 275LL-1 275WL "1 05DL+1 275LL+1"4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL "9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Mu-XX (k-ft) 6802 5102 5^102 5102 5102 2406 2406 2406 2406 ZOirAs(m2) 1 555 1 555 1 555 " "1 555"* 1 555 1 555 1 555 1 555 1 555 Mu-ZZ (k-ft) 6.802 5102 5.102 5102 5.102 2406 2 406 2.406 2.406 X Dir As (in2) 1 555 1 555 " -f 555 " 1.555"" 1.555 1.555 17555 1.555 1 555 Note Overburden and footing self weight are included in the DL load case D B Steef 1 555 in2 (mm) Steef 1 555 in2 (mm) Shear Check Results Two Way (Punching) Vc 274.947 k One Way (X Dir Cut) Vc 62 252 k One Way (Z Dir Cut) Vc 62.252 k Punching X Dir Cut Z Dir Cut Description Load Sets and Factors Vu(k) Vu/<A/c Vufk) VuA-Vc Vu(k) Vu/-Vc ACI 91 ACI 9 2(W) "ACI92(Wf ACI92(E) ACl'92(E) ACI 9 3(W) " ACI 9 3(W) ACI 9.3(E) 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+"1 275LL-i"275WL *i 05DL+1 275LL+1'4EL" 1 05DL+1"275LL-1""4EL 9DL+1 3WL 9DL-1 3WL 16814 "12611 12611 "12611 " 12611 5947 5947 9DL+1 43EL | 5947 ACI 9 3(E) ] 9DL-1 43EL | 5.947 072 .054 ~054 054 054' 025 025 025 025 1 764 1 323 ~~1 323 " 1 323 * 1 323 624 624 624 624 033 025 025" 025 025 012 012 .012 012 1 764 1.323 1,323 1 323 1 323 ~62~4 624 624 624 033 025 025 025 025" 012" 012 012 012 Note Overburden and footing self weight are included in the DL load case Concrete Bearing Check Results (Only Vertical Loads Considered!) Bearing Be 489 6 k Description ACI 9.1 ACI 9 2(W) ACI 9 2{W) ACI 9.2(E) AC! 9.2(E) ACJ 9.3(W) ACI 9.3(W) ACI 9.3(E) ACI 9 3(E) Load Sets and Factors 1 4DL+1 7LL 1 05DL+1 275LL+1 275WL 1 05DL+1 275LL-1 275WL 1 05DL+1 275LL+1 4EL 1 05DL+1 275LL-1 4EL 9DL+1 3WL 9DL-1 3WL 9DL+1 43EL 9DL-1 43EL Bearing Bu (k) 24186 18139 18 139 18139 18139 8 554 8 554 "~ 8 554 8 554 Bearing BuA 071 053 053 053 053 025 025 " .025 025 Be • — . _ Note Overburden and footing self weight are included in the DL load case RISAFoot Version 1 03 [C \RISA\020422 rft]Page 2 Title Dsgnr Description Minr iMiiium HE Row 550100Ulor KWOdGimi VorS'JO 2r> Sii(c}19S3 2001 L NCRCA1C Cupli loering Sollwoio Plump Engineering, Inc 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RjchardPlump@PEICA COM Steel Column Job#ce1@ Date Scope Page 1 p \enercalc\g20422 ecw Calculations Description NEW COLLfMN TO SUPPORT GIRDER General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P6STD Column Height 22 000 ft End Fixity Pin-Pin Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced ffiimi<«i™w&i jas-waiWfekwaii. 36 00 ksi 1 330 29,000 00 ksi 22 000 ft 22 000 ft X-X Sidesway Y-Y Sidesway Kxx Kyy j luji JUB* luourauuiiwiBium uuflfcUiwml Restrained Restrained 1 000 1 000 Loads Axial Load Dead Load Live Load Short Term Load 600 k 640 k k Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments 4 000 m 0 000 in Column Design OK Section P6STD, Height = 22 OOff, Axial Loads DL = 6 00, LL = 6 40, ST = 0 00k, Ecc = 4 000m Unbraced Lengths X-X = 22 00ft, Y-Y = 22 00ft Combined Stress Ratios Dead Live _ PL + LL DL + ST + fLL if Chosen) AISC Formula H1 - 1 0 3952 0 2887 AISC Formula H1-2 03490 02624 AISC Formula H1 - 3 0 2203 0 2350 XX Axis Fa calc'd per 1 5-1, K*L/r < Cc YY Axis Fa. calc'd per_1 5J, K"L/r < Cc Stresses i5i$j[rE^iyo*KJ^ Allowable & Actual Stresses Fa Allowable fa Actual Fbxx Allow [F31] fb xx Actual Fbyy Allow [F31] fb yy Actual Analysis Values F'ex DL+LL 10.790 psi F'ey DL+LL 10,790 psi F'ex DL+LL+ST 14,351 psi F'ey DL+LL+ST 14,351 psi Max X'X Axis Deflection -0 272 in Section Properties P6STD BmMm^/w»mj™»^*»^^Diameter 6 63 Hi Thickness 0 280 in , nm&OTHi'KKraw Dead 1062 ksi 1 08 ksi 23 76 ksi 2 83 ksi 23 76 ksi 0 00 ksi Cm x Cmy Cm x Cmy Live DL + 1062 ksi 1 15 ksi 23 76 ksi 3 02 ksi 23 76 ksi 0 00 ksi DL+LL 0 60 DL+LL 0 60 DL+LL+ST 0 60 DL+LL+ST 0 60 at 12 760 ft Max Y-Y Axis Deflection Weight Area 1895*Vft 5 58in2 ^tf?££^#****!S»Mi»Mmsra^^ LL DL + Short 1062 ksi 2 22 ksi 23 76 ksi 5 85 ksi j 23 76 ksi 0 00 ksi CbX DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST 0 000 m at l-xx i-yy S-xx S-yy r-xx r-yy 14 12 ksi 2 22 ksi 31 60 ksi 5 85 ksi 31 60 ksi 0 00 ksi 1 75 1 75 1 75 1 75 0000ft 28 10in4 28 10m4 8483ln3 8 483 m3 2 244 in 2 244 in Piump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 5S2-777-0983 FAX 5S2-777-9613 Title Dsgnr Description Scope Job#oe1@ Date Rev 550100 User KW0601611 VerSSO 25-Sep 2001 (c)1983-2001ENERCALC Engineering Sottwate Steel Column Page 2 Description NEW COLUMN TO SUPPORT GIRDER Sketch & Diagram ffi3JAL»^ A Kin I DL • 6kAxial LL - fl 4kAxial ST • Ok RAM Baseplate VI 2 Plump Engineering 020422 SMART & FINAL aw@( 1 IJAI teLI [JX Detailed Design Results 6/ 6/02 13 25 CRITERIA- ' , Analysis Maintain Strain Compatibility Use mm effective plate area for axial only compression load on plate Des^ qn UjO A'JD OUi to check pl.iLo bonding Max concrete bearing per AISc J9 Anchor Shear Values Only Anchor Tension Values Only INPUT DATA Column Column Size . P6 00 Dim TW Depth (in) 0.290 6 63 Base Plate Plate Fy (ksi) .. 36 000 N (Parallel to Web) (in) . 12 000 B (Perpendicular to Web) (in) 12 000 Plate Thickness (in) . . 0 500 Anchor Anchor Size. . . . 3/4" Anchor Area <in^2) ... 0 442 Anchor Material .. .. A307-60 Anchor Modulus (ksi) . 29000 00 Anchor Strength Uu (ksi) . . 60 00 F^oting L'OoLing Strength f c (ksi) 2 00 Concrete Modulus (ksi) 2549 12 Dimension (Parallel to web) (ft) 10 00 Dimension (Perpendicular to web) (ft) 10 00 Design Load Building Code UBC 97 Load combination- 1 OODL Axial (kip) . 6 00 Vx (kip) . 0 00 MX (kip-ft) . . 0 00 Allowable Stress Increase Factor 1.00 ' Page 1 RAM Baseplate VI 2 Plump Engineering 020422 SMART & FINAL aw@i ix Detailed Design Results 6/ 6/02 13 25 RESULTS Analysis Uniform Load on Base Plate Plate Bending Max bending moment from concrete compression Allowable Stress Increase Factor N Eff (in) . B Eff (in) .... m [N-0 SOd]12 0 (in) n [B-0 80b]/2 0 (in) Controlling effective wadth to resist moment {ml Controlling plate bending moment (kip-ft) fb (ksi) Fb (ksi) fb/Fb . . Thickness Required (in) Thickness controlled by cantilever action Anchors Y(iri) 4 50 4 50 X(in'V(kip 0 00 0 00 0.00 Anchor 1 -4 50 2 4 50 3 -4 50 -4 50 4 4 50 -4 50 0 00 Bearing Eff Area of Support A2 (inA2) Plate Area Al (in^2).. Sqrt(A2/Al) Allowable Bearing Pressure (ksi) Actual Bearing Stress {ksi) DIAGRAM- T(kip 0 00 0 00 0 00 0 00 1 00 8 135 8 135 1.418 1 418 8.135 0 06 2 19 27 00 0 08 0 142 X(in) -4 500 4 500 •4 500 4 500 264 71 66 18 2 00 1 40 0 09 Y(in) 4.500 4.500 -4 500 -4 500 PL 12 00 X 12 00 \0 5g (in! 4 - 3/4" A307 Anchor^^olts f Page 2 Consulling Engineers mStructural Engineering 13210 Florence Avenue Santa Fe Springs CA 90670 iiH€i phone (562) 777-0983 - Fax (162)777-9613 Client Title File By __ Date Sheet 3° bo V / _Y_ 00 oa X:row^ tovvvvv\V^^-s\^vvvvvvv\v^^s.\^Vsv^ oa 00 00 oa oa oa oa S^V^^V^W.\VIVVVVVAVIVVV^ ^•^fis Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Rev 550100 User KW 0601611 VerS-^O 25-Sep 2001(c)19B32001 ENERCALC Engineering Software Title Dsgnr Description Scope General Timber Beam Date Job#oe1@ p teneicalc'.020422 ecw Calculations Description DETERMINE NEW MOMENT AND SHEAR IN EXISTING PURLIN w/ NEW MECH UNITS General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density «. 3 500 in 13250m Sawn 1 250 Pjn-Pin 34000pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No 1 Fb Base Allow Fv Allow Fc AIJow E KuuuKiHinmmtuf 1950ft ft ft 1,0000 psi 950 psi 625 0 psi UOOOksi Lu Lu Lu 000 ft 000 ft 000 ft - Center Left Cantilever Right Cantilever DL DL DL Point Loads Dead Load Live Load distance 737 0 Ibs Ibs 17 500 ftm Ibs Ibs 0000ft Ibs Ibs 0 000 ft Ibs Ibs 0 000 ft Ibs Ibs 0 000 ft Ibs Ibs 0 000 ft Ibs Ibs 0000ft Span- 19 50ft, Beam Width = 3 500m x Depth = 13 25m, Ends are Pin-Pin Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,618 87 psi Fb 1,250 00 psi 1 295 1 138 k-ft 107 k-ft 13 82 k-ft 0 00 k-ft at at 10062ft 19500 ft 000 000 1067 fv Fv k-ft k-ft 98 39 psi 11&75psi Reactions Left DL, Right E)L ivfrstressettin Bending Maximum Sty AllowaJ^fe iear 46k 55 k 1 20 k 17Bk _ Left @ Right ©Left @ Center @ Right Max Max 276 k 334k 0000 0564 0000 276 k 334k [Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 @ Center @Left @ Right Dead Load -0 376 in 9906ft 6222 DL Defl) 0 564 in 0 000 in 0 000 in Total Load -0 827 in 9 828 ft 28284 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl I "DeadToad 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 Title Dsgnr Description Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM General Timber Beam Job#oe1< Date Scope tMtr mtMMtii nc __ _Retf l55C!i6o~ " ~"Usiir KWOG01G11 Vor550 25-S«p 2001(c)i9a3-20QI LNCKCALL Cnqinoarina bollworoisw*&»!«£!Myi &uo^mse»Hreja»rssttH!£j,? JMMWIM sw S-STJS >B s law a wa w _ _ __ DETERMINE NEW MOMENT AND SHEAR IN EXISTING PURLIN w/NEWMECH UNITS Page 2 p \enercalc\Q20422 ecw Calculations,UaJiwaKw xjwv&ualuMMd&miawiwavfDescription Stress Calcs Bending Analysis Ck Cf @ Center @ Left Su @Right£ Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction 2 76 k Max Right Reaction 3 34 k Query Values 29 908 Le 1 000 Rb port ipport ;is ar ed le 0 000 ft 0000 Max Moment 1 3 82 k-ft 0 00 k-ft 0 00 k-ft @ Left Support 368 k 31 024 m2 11875 psi Sxx 102411 m3 Cl 0 OOP x""S~xx RecTZPx. V^132 63 mS^-N^ 0 UU m3 A 0 00 m3 1 @ Right Support / 4 56 k 33 424 m2 11875 psi Area 46 375 m2 Allowable fb 1,25000 psi 1,25000 psi 1 ,250 00 pst ^^ \t*r\ -^~^=^ } } /w Bearing Length Req'd Bearing Length Req'd 1 260 in 1 528 in $t^t£&kktiWJ8&tJ^P&>^ti33Zm&ZZ&&&^^& M, V, & 0 @ Specified Locations @ Center Span Location = @ Right Cant Location = @ Left Cant Location ~ wajMwmraw*. **as 000 ft 000 ft 000 ft Moment 0 00 k-ft 0 00 k-ft 0 00 k-ft ^ia^fcfi^fo^aai^^i'^^tol^Wl^^ Shear 276 k 000k 000k 4s^^^fttaij^^a*js0aeiwiit*!i«R3^i^isufiisttas^3£is^* Deflection 0 0000 in 0 0000 in 0 0000 in Sketch & Diagram local Ion Along Member (fl) Project Information Project Job No Company Designer Remarks Software SMART & FINAL 050422 PLUMP ENGINEERING, INC RP RISASection (Version 1 0 (Rev 4)) Section:4x16 Section Properties: Number of Shapes = 3 Total Width =1050 in Total Height =1550 in Center, Xo = 3 75 in Center, Yo =8 098 in X-bar (Right) = 5 25 m X-bar (Left) = 5 25 in Y-bar (Top) = 9 402 in Y-bar (Bol) = 6 098 in Equivalent Properties Area, Ax = 12075 mA2 Inertia, Ixx =1,8552 mA4 Inertia, lyy = 937 89 mM Inertia, Ixy = 0 00 mA4 Torsional, J = 436 32 mM Modulus, Sx(Top) ( =19731^\ inA3 Modulus, Sx(Bot) V = 304 23 J mA3 Modulus, Sy(Left) V42B-65~-/ inA3 Modulus, Sy(Right) < = 178 65 mA3 Plastic Modulus, Zx = 387 96 mA3 Plastic Modulus, Zy = 280 94 mA3 i; Radius, rx = 3 92 in Radius, ry =2 787 in Summary of Section Properties ' Y U 10500 -I \~- 5 250 -»f— 5 250 — | Trjo m akn vn X ~ " 00ar>o d3 L • • — " • I I I • I • - - J~0- ii• I 1 — - — -X Y : '-X I Y Section Diagram Sh No Section 1 4x16 Width in 1050 Height in 1550 Xo in 375 Yo in 8098 Ax Ixx lyy 12075 1,855? 93789 C \RISA\020422 NMS Page 1 *?v^§7^ 0 T3 O m -n w m -oozrT Q> O n Xo m^ m