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Home My WebLink About1824 MARRON RD; 110; CB041998; PermitCt 1:-f6q I fL1rn.orrLr) CityofCarlsbad, - ,1635 Faraday AV Carlsbad, CA 92008, 06-02-2004 Commercial/Industrial Permit Permit No CB041998 Building Inspection Request Line (760)602-2725 : Job Address: - . l824MARRONRDCBAD St: 110 ., - . - Permit Type: TI . Sub Type: COMM Parcel No: . . . -, Lot #: . 0 ,. , Status: . ISSUED . Valuation: . $42,500. . 00 .' Construction Type: NEW .. . Applied: 05/21/2004 -. Occupancy Group: . Reference #:.' - Entered By: FM Project Title: TUESDAY MORNING - , .. Plan Approved: 05/26/2004 ... INSTALL STORE RACKING •. . . Issued: 06/02/2004 Inspect Area - .. . . ' . ., . . •. Plan.Check#: Applicant:, -. ... . . Owner: . c... - . MAGIC STOVE FIXTURES .. 526 E. CULVER AVE ORANGE 926 714-742-7540 Building Permit / • $315.27. Meter. Size . . . . ... Add'I Building Permit Fee ,$000 Add'I Red. WterconFee \' $0.00 Plan Check J -. . ,.$204.93P741CFC04off Meter Fee "\ . o' $0.00 Add'I Plan Check Fee f .. .j $0.00 k'SDCWA"Fee \. (3 \ $0.00 Plan Check Discount f . / $0.00 Fee \• \ $0.00 Strong Motion Fee. / . $8.93 PFF .--.\ . \ $0.00 Park Fee " . / $0.00 PEE. ED.Eüii'd) \ \ $0.00 ,.. LFM Fee . I $0.00 Bridge Fee. . . $0.00 Licèns e Tax CF Fund) I I $0.00 BTD #2 Fee . . . $000 . ffflmpctiee ',4] $0.00 . BTD #3 Fee . $q oo Tãffic Impact (CFD Fund) I I $0 00 Renewal Fee. . . $0.0O -'iFLUMBINGTOTAL . .. j $0.00 Add'I Renewal Fee k $0.OP. . % lELECrRlCAL'TOTAL .f . 1 ,$0.00 Other Building Fee ' $000 tMECHANICALI TOTAL / ' . 1 $0.00 Pot. Wter Con. Fee * $obo' aster Draia'gF I . I $0.00 Meter Size F. \. , .c, rSew r Fee) $0.00., Add'I Pot. Water Con. Fee \ $0.00 RedvPakinFee . ....j / $0.00 Red. Water Con. Fee \ .- \ $0.00 AdditionI Fees /.' . . / $0.00 " j $52913 . \ / Total Fees ' $52913 \Total Fament To Date' $0 00- Balati6e Du $52913 ... . .. : .3439 06/02/04 000201 02 •, COP. . 52913 / 9 • J '? . '... ••. ,. .. . S 1.01 1/ FINAL APPROVAL Inspector: 1. - D'ate: •1/7,/ lernce: . ., NOTICE: Please take NOTE that approval of your project includes the "Imposition" of fees, dedications, reservations, or'other exactions hereafter collectively 4 referred to as "fees/exactions." You have 90 days frohi 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 vater and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service tees 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 exOired. - FOR OFFICE USE ONLY . - PERMIT APPLICATION PLAN CHECK NO 6100 ICITY OF CARLSBAD BUILDING DEPARTMENT EST VAL Fg2, soo 1635 Faraday Ave.TCarlsbad, CA 92008 Plan k Deposit - - .. ..- . •- Validated By- Date -------------*--..-.- - - . --- - PRO5ET1FORM lION HO' - —+ -' - Addss (include Bldg/Suite #) . Business Name (at this address) -r1t1L Legal Description - --'-- - - * - Lot No. - -Subdivision Name/Number - - •--- -4 - Unit No. - Phase No. -Total # of units Assessor's Parcel # Existing Use Proposed Use . 4 - - - •. -. T - ' - Description of Work,—.-.. -.--. - - .z - = SQ. FT.. .-.-- -.. T#of Stories * -.-......- - .# of Bedrooms - - -.-.- # of Bathrooms.--.-- - - . . . . . - •' ' . i' , - t f--.. - . ..-. I t____• t ,zc-.-& /&JT F5z 4y DIfrf5 T 72'. Name - . - . -- -----------Address --------------- City- --' State/Zip Telephone4/ Fax # JrA,PUC.AltT f C-ntraqor Or agent for Owner 7- SV 461 A=Ls6k lms Name..' - Address. • City J-..-- State/Zip .Telephone # - PROPER?NER - - - - - -.- -'r--•r--''-'---'* ..,-'- -. .-.-.-.--.* -.-.--- - ke i'J (ny -it'oe 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: dehiolish or repair any structure, prior toit - - 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 b'asis ,for the allegd. - exemption. Any violation of Section 7031.5 by any applicant for apermit subjecti the applicant to a civil pen a y of not more than five hundçed dollars 1$5001). 7/e/ -.7ft -.j..... Name I .. - - . . . ' , . Address ..0 t City ' . State/Zip -' " Telephon State Lidn'e# " -- License Class(ej P34 City Business License Designer Name . - Address . . City.- - , , State/-Pp. ,Telephone j State License # Ws' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: .p .' . , - •'..- '1.., 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. 12 J C] —1 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 ]$1001 OR LESS)— CERTIFICATE OF EXEMPTION: l certify that in the performance of the work for which this permit is isCued, I shall not employaiy person inany manner so iis to become subject to the Workers' Compensation Laws of California. ,WARNING: -Failure to secure workers' compensation coverage is unlawful, and shall subject an employer ti criminal penalties and 'civil fines up to one hundred thousand dollars ($100000); in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. 'SIGNATURE - - .-- - DATE -- -. - - - I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owr of the Fioperry 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 ofproperty who builds or4 imprr'oves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving-that he did not build or improve for the purpose of sale). -- '.- - -- -- 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044,,-Business and Prof essiens Code: The ,Coniactor'sLiehie Law does n01app1y to anowner of roperty who builds or improves thereon, and Contracts for such projectC with contractor(s) licensed pursuant to the Contractor's License Law). C] I am exempt under Section Business and Professions Code for this reason: 11. I personally plan to provide the major labor and materials for construction of the proposed property improvement. [],YES , ONo - I (have / havendt) signed an application fore building permit for the proosed Worki' - I have contracted with the follbwing person (firm) to provide the proposed Construition (include name /.address / phone number / contractorslicense number): I plan toprovide 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): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address I pho'ne number,/ type of work):--- ROPERTY.0WNER SIGNATURE - . '. DATE 'Ia the applicant or future building occup'nt required to submit ibusiness plan, acutely hazardous materials registration form or risk managenrer r and prevention - program under Sections 25505, 25533 or 25534-of the Presley-Tanner Hazardous Substance Account Act? -D YES. Is the applicant or future building occupant require'dto obtain a permit from the air pollution control district or air quality managerfent district? 0 YES 170 - Is the facility-to be constructed within 1,000 feet of the outer boundary of a.school site? .0 YES IF ANY OF THE ANSWERS ARErYES, A FINAL'CERTIFICATE OF OCCUPANCY MAY. NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE.f f L REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. çQ,TRUCTION LENDING AGENCY1 --- - ...1 - 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'SNAME • r. . LEND ER'SADDRESS Al PLICAN !ICArION - I certify that ,1 have read the application and state that the above information is correct and that the infomation on the plans is accurate. I agree to comply with all City ordinances and State laws relating'to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT, "OSHA: An OSHA permit is -required for excavations over 5'0" deep and demolition or'constrüction of structurs over 3 stories in height. - - 4, 1. 1 '- - . ' . - .' T. 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 bysuch permit is not commenced within 180 days 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 iscommenced for a period of 1d@ claynilSection 1064.4 Uniform Building Code). APPLICANT'S SIGNATURE >-S-1 * - DATE WHITE: File YELLOW: Applicant- PINK: Finance City, of Carlsbad Bldg Inspection Request For 10/26/2004 ;Permit# C13041998. . '. Inspector, Assignment: PY Title TUESDAY MORNING Descriptidn: INSTALL STORE RACKING .: Type: TI - Sub Type: COMM -.. Phone: .. Job Address 1824 MARRON RD Suite: 110 - Lbt 0 ;- Location Inspector APPLICANT MAGIC STOVE FIXTURES Owner Remarks CAN YOU FINAL" Total Time:: Requested By CHRISTINE Entered By: CHRISTINE CD Description ;- Act Comment . .. . 19 Final Structural - Associated PCRs/CVs CV950353 CLOSED BANNERS/KIDS R US; ,.. Inspection History - . . . ... Date Description - - Act insp comments .. . 07/21/2004 19 Final Structural NS PY 06/03/2004 14 Frame/Steel/Bolting/Welding AP PY SHELVES . - I- - - -. e•. PROJECT TUESDAY MORNING SEIZMIC FOR TUESDAY MORNING • - - SH T EENO... 2 * . INC.. CALCULATED BY RF • , DATE 5/13/04 MATERIAL HANDLINGENGINEERING •• -. TEL: (909) 869-0989 • FAX: (909) 869-0981 .161 ATLANTIC AVENUE' POMONA, CA 91768 . . LIGHT DUTY STORAGE "METAL SHELVING. . •.: . .., •• PROJECT SCOPE - .• . . . 0 THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT .THE FOLLOWING LIGHT DUTY STORAGE SYSTEM. COMPUES WITH 2001 CBC. . .. . . .. . . . •0 . . 5 . . PARAMETERS • - . . - • SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT FOR OVERTURNING ONLY, UTILIZING. . THE FOLLOWING FORMULA: ., . . . V= 2.5xCaxIxW/R <=SETION 1630.2.1 .. - . .5 •..- . WHERE: Ca = 0.44 <===..NOTE: Ca = 0.44x Na, where Na = 1 - S. 1=1.0 'S .' .• 0 R = 4.4 . <= FOR BRACED FRAME r . .• R= 5.6 . <== FOR MOMENTFRAMES :W=LL/n+DL • . n=1 - • 1.4 . <=== WORKING STRESS REDUCTION • 5 . • • • SPECIFICATIONS 0 • • • • . . • . STEEL - Fy = 36000 PSI BOLTS A307 UNLESS OTHERWISE NOTED RIVETS - Fy = 55,000 PSI - . . .. ANCHORS- 1/4"0 x 2" MIN. EMBD.., HILTI KWIK BOLT II (!.C:B.0.# 4627) . . SHELVES PARTICLE BOARD OR PLYWOOD -. SLAB- 4INx2500PSI . • • . 0 * . • . 5 . SOIL - 1,0 00 PSF • . . • . 0 0 • . * 0. • •: ••. _____ - . . ... 0• • GENERAL CONFIGURATIONS POST FOOT P1) - 3) ANCHOR. 5) BEAMS an MORNING TUESDAY MORNING PROJECT MIC SHEET NO. 3 CALCULATED BY DATE 5/13/04 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 . . I Al ATI Ai'JTI( AVFNEJF • POMONA. CA 91768 PROJECT. TUESDAY MORNING SEIZMIC FOR . TUESDAY MORNING SHEET NO., 4 INC. CALCULATED BY RF DATE 5/13/04 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 IRI ATI AI'iTICAVFN1JE • POMONA. CA 91768 LOADS & DISTRIBUTION METAL SHELVING TYPE 96" RACK ANALYSIS WILL BE BASED ON 2001 CBC WHERE SEISMIC SHEAR IS DERIVED AS V = 2.5 x Ca x I x W / R Ca= 0.44 1=1 .• . - R 4.4 <== BRACED FRAMES = 5.6. <== MOMENT FRAMES n=1 .. . 1.4. <=== WORKING STRESS REDUCTION #of SHELF LVLS = 7 <== ACTUAL SHELF LEVELS ' SHELF LL = 125 LB/LVL <== ACTUAL SHELF LIVE LOAD DL/LEVEL = 10LB/LVL . <== ACTUAL SHELF DEAD LOAD #of SHELF LVLS = 3 <== ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS) SHELF LL 292 LB/LVL <== ADJUSTED SHELF LIVE LOAD DL/LEVEL = 23 LB/LVL <== ADJUSTED SHELF DEAD LOAD TOTAL LL = 875 LB . . . TOTAL DL = 70 LB NOTE SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS ARE DISTRIBUTED TO EACH OF THE, MOMENT RESISTING BEAMS. SEISMIC SHEAR . • ,•. V= 25x044x1 x(875LB/1 +7O LB) /56x14 133 LB - '•'- LEVEL wx(DL + LL) - hx wx hx Fl • Movt 1 . 315. LB 3.0 IN 945 2.8 LB .8 IN-LB 2 - 315113 45.0 IN 14,175 41.4 LB 1,865 IN-LB 3 315 LB. 96.0 IN 30,240 88.4 LB 8,486 IN-LB 1,080 LB TOTAL = 45,360 133 LB. 10,359 IN-LB I, . . . . .- - - I V - V . PROJECT TUESDAY MORNING SEIZMIC - FOR / TUESDAY MORNING SHEET NO. 5 INC. •. CALCULATED BY RF - DATE 5/13/04 MATERIAL HANDLING ENGINEERING . V. f . TEL: (909) 869-0989 •FAX: (909) 869-0981 161ATLANTIC AVENUE • POMONA,VCA 91768 V OVERTURNING ANALYSIS METAL SHELVING TYPE 96" RACK FULLY LOADED: EL fl - V • / Fn' / - Shear = 133 LB EL 5/ •V 7F5 Movt = 10,359 IN-LB / __ __/- Mst = 121960 IN-LB V . EL 4 V - 7 F4. Puphft = (Movt x 1.15 Mst) / d V V = [11912-12960] IN-LB 24 IN . EL 3T/ F3 =-44LB V V - V EL 2/ V /F2 V V . EL 1 - /_V Fl • V. V TOP SHELF LOADED: V • -E l U liz Shear= 19L8 - Movt = 1,818 IN-LB V V V V Mst = 1,860 IN-LB Puplift = (Movt x Li 5 - 1st) / d = [2091 18601 IN-LB! 24 IN - . . ALLOWABLE TENSION =353 LB V 10 LB V • ALLOWABLE SHEAR = 533 LB V V V V V V OF ANCHORS! B.P. = 1 . -• . V V V V d=24.OIN tINTERACTION EQN. FULLY LOADED [0 LB! 353 LB]A(5/3) + [66 LB/ 533 LB]A(5!3)= 0.03 V <1.0 THEREFORE OK TOP SHELF LOADED: • V . . V V - V . V V V V 10 LB/ 353 LB] A(5/3) + [9 LB/533 LB] A(5/3) 0.00 <i.O THEREFORE .OK - USE - 1 ANCHOR REQUIRED PER FOOTPLATE/ POST. V VVV. V • V - V TYPE - 114O x 2" MIN. EMBD. HILTI KWIK BOLT II (i.C.B.Ô.# 4627) V • V - • V V V - V • V V • . V • V . V - V . I V V - V IV V •• V • (. .4 PROJECT TUESDAY MORNING SEIZMIC 'FOR . TUESDAY MORNING 1 SHEET NO. 6 INC.. CALCULATED BY RF DATE 5/13/04 MATERIAL HANDLING ENGINEERING ,• TEL: (909) 869-0989 • FAX: (909) 869-0981 ICI ATI ftKITi(' A/MI I • DñJuIf'MA (A 017 LOADS & DISTRIBUTION METAL SHELVING TYPE 72"-RACK S -ANALYSIS WILL BE BASED ON 1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS: V= 2.5xCaxixW/R Ca 0.36 - 1=1 - R = 4.4 <== BRACED FRAMES R = 5.6 '<== MOMENT FRAMES . . S. 1.4 , <=== WORKING STRESS' REDUCTION - #f SHELF LVLS = 6 ' <== ACTUAL SHELF LEVELS SHELF LL = 100 LB/LVL <== ACTUAL SHELF LIVE LOAD DL/LEVEL= 10.LB/LVL. <== ACTUAL SHELF DEAD LOAD #of SHELF LVLS = 2 <== ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS) . 4 SHELF LL .300 LB/LVL <== ADJUSTED SHELF LIVE LOAD DL/LEVEL = 30 LB/LVL <== ADJUSTED SHELF DEAD LOAD- -. TOTAL LL = 600 LB TOTAL DL = 60 LB NOTE: SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS ARE. DISTRIBUTED . . . 1 • -' TO EACH OF THE MOMENT. RESISTING BEAMS.' . . . .. SEISMIC SHEAR V= 2.5x036x1 x(600LB/1 +6O LB) /5.6x1.4 -. =76L8. , p 1 • ________________________________________ - • St LEVEL wx(DL + LL) hx . . wx hx •- Fi4 . Movt 1 330 LB 3.0 IN .- . 990 - 3.0 LB 9 IN-LB 2 330 LB 72.0,IN 23,760 72.7 LB 5,237 IN-LB "I . . 72.01W -- 5 770 LB TOTAL = 24,750 76 LB 5,2461N-LB PROJECT • TUESDAY MORNING FOR TUESDAY MORNING SHEET NO. 7 CALCULATED BY RF DATE 5/13/04 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 181 ATLANTIC AVENUE • POMONA. CA 91768 OVERTURNING ANALYSIS METAL SHELVING TYPE 72" RACK FULLY LOADED: EL fl 7 Fn Shear =76LB EL -7.F5 Movt = 5,246 IN-LB . . - . / Mst = 9,240 IN-LB EL 4 -/ F Puplift = (Mo x 1.15 - Mst) / d . . . . / = [6033 - 9240] IN-LB / 24 IN EL 3 . -/ . / F3 -134 LB EL2// F2 TOP SHELF LÔADED: . . - Fl Cl" it. Shear= 13113 . d — Movt =.909 IN-LB . . . . . Mst= 1,440 IN-LB Puplift = (Movt x 1 .1 5 - Mst) / d . . = [1046 - 1440] IN-LB / 24 IN ALLOWABLE TENSION = 353 LB, - = -16 LB ALLOWABLE SHEAR = 533 LB - • # OF ANCHORS! B.P. = 1 - • • * d=24.OIN INFERACTI0N EQN. FULLY LOADED: . . . . [0 LB/ 353 LB]A(5/3) +[38 LB/ 533 LB]A(5/3) = • 0.01 <1.0 THEREFORE OK TOP SHELF LOADED: . .• - [0 LB/ 353 LB]A(5/3) + [6 LB/ 533 LB]A(5/3) = 0.00 <1.0 THEREFORE OK USE .1 ANPKQR REQUIRED PER FOOTPLATEI POST. TYPE - 1/40 x 2" MIN. £MBD. HILTI KWIK BoLT ii (I.C.B.O.# 4627) - 0 - $0 • LEVEL wx(DL + LL) .hx wx hx Fi Movt 1 - 220 LB 3.0 IN 660 2.0-LB 6 IN-LB 2 220 LB 4 72.0 IN 15,840 • 48.5 LB 3,491 IN-LB 72.0 IN 55Q LB TOTAL = 16,500 51 LB 3,497 IN-LB I - iic . MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 ll ATI AFITIf' A/Ml I • D,1CMA (A 017Q PROJECT TUESDAY MORNING FOR TUESDAY MORNING SHEET NO. 8 CALCULATED BY RF DATE 5/13/04 LOADS & DISTRIBUTION METAL SHELVING TYPE 72" RACK ANALYSIS WILL BE BASED ON 2001 CBC, WHERE SEISMIC SHEAR IS DERIVED AS: V=2.5xCaxIxW/R Ca=0.36 1=1 R= 4.4 <== BRACED FRAMES R 5.6 <== MOMENT FRAMES .n=1 1.4 <=== WORKING STRESS REDUCTION #bf SHELF LVLS = 4 <== ACTUAL SHELF LEVELS SHELF LL = 100 LB/LVL <== ACTUAL SHELF LIVE LOAD DL/LEVEL = 10 LB/LVL <== ACTUAL SHELF DEAD LOAD #of SHELF LVLS = 2 <== ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS) SHELF LL = 200 LB/LVL <== ADJUSTED SHELF LIVE LOAD DL/LEVEL = :20 LB/LVL <== ADJUSTED SHELF DEAD LOAD TOTAL LL = 400 LB TOTAL DL=4OLB - NOTE: SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS ARE DISTRIBUTED TO EACH OF THE MOMENT RESISTING BEAMS. SEISMIC SHEAR V =2.5 x 0.36 x 1 x(400 LB / 1 + 40 LB)/ 5.6 * 1.4 51 LB * 4 'SEIMMIc MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT TUESDAY MORNING FOR TUESDAY MORNING SHEET NO. 9 CALCULATED BY RF DATE 5/13/04 OVERTURNING ANALYSIS METAL SHELVING TYPE 72" RACK FULLY LOADED EL n / Fn / Shear=51 LB- EL F5 Movt =.3,497 IN-LB / I ____/ Mst = 7,700 IN-LB EL 4 - ___ F4 Puplift = (Movt x 115 - Mst) / d ______/ = [4022 - 7709] IN-LB / 28 IN EL 3 _______ -/ / F3 -131 LB S / /F2 EL 2/ EL 1 —/F1 TOP SHELF LOADED: F! O"/ - Shear= 13 LB d --- Movt = 909 IN-LB Mst = 1,680 IN-LB * S Puplift = (Movt x 1.1 5 - Mst) / d = [1046 - 1680] IN-LB / 28 IN ALLOWABLE TENSION = 353 LB = -23 LB ALLOWABLE SHEAR = 533 LB # OF ANCHORS! B P = 1 d=28.OIN INTERACTION EQN. FULLY LOADED [0 LB/ 353 LB]A(5/3) + [25 LB/ 533 LB]A(5/3) = 0.01 <,1.0 THEREFORE OK TOP SHELF LOADED: S ' [0 LB/ 353 LB]A(5/3) + [6 LB/ 533 LB]A(5/3) = 0.00 <1.0 THEREFORE OK USE - 1 ANCHOR REQUIRED PER FOOTPLATI POST - TYPE - 1/4"0 x 2" MIN. EMBD. HILTI KWIK BOLT II (I.C.80#462 1 ---------- I - - — — — I II UI UI UI II - I II II II II II II ! I II II II II II II I II II II II II II u ii II UI II ii UI e UI II UI II II II i:i _f I II II II II II UI II II II II II II i. I II II II II II II - - - ! - - II Iii ;i .niii I ii II 11 .11 II • .11 p I I ii ii II II II h ft 1 Ii II UI II II II II I I •i ii ii UI II II If I. ! II II II II II • - II UI II II II I ii liii - ' ''•t I.. II lUll t1i I - I i.. L1 Iii ii I'I' SPACE IS AS IS. liii - U - •H S DASHED LINES DELINEATE TO0/1000 V IItL V PPCZLCL6 XVd P0:91 p009i09/0 flXTURE PLAN SAN DIEGO, CA 740 N06TH COUNT PLAZA SQ. FT.: 15.062 jDATE: 05/12/02 so.s& DRAIIN 9' A1I.J7A 1. WAU.ARD NEW STQRE 0 RELOCATION: 0 EXPANSION: 0 OPENING DATE: 2/2004 AENS10NS 1-5/12/04 AS MEN WOMEN BREAK STOCK ROOM (1222 SQ.FT.) TOTAL RACKS: 413 RACKS PER 1,000 SF. GROSS: 27 SALES: 35 SALES AREA:11,863 STOCK AREA: 1,222 OTHER: 1,977 GROSS: 15,062 FIXTURE COUNT: 79 - 8' RACKS 230 - 6' RACKS 52 - 3' RACKS 20 - 12" RACKS 05 - 3'X2' RACKS 04 - 2' x 2' RACKS 02 - ROUNDERS 21 - PLATFORM CASHIER STANDS FIXTURE PLAN SAN DIEGO, CA 740 NORTH COUNTY PLAZA SO. Fl: 15,062 DATE: 05/12/03 SO: SO: DRAWN BY: AMELITA L. BALLARD NEW STORE: 0 RELOCATION: 0 EXPANSION: 0 OPENING DATE: 2/2004 RE\SIONS: 1-5/12/04 AB T esday Morning Everything 50 to 80% Off 4'- 93' 11'-5 10'-8r DOCK 3' PLATFORM 3'- 'ELATFQIM m OFFICE bh - m - t H HHH c(9) CARTS SIC. 11-8" 16'-1" 12--l- SPACE IS AS IS. DASHED LINES DELINEATE CARPET/TILE FLOORING. 52'-1 3' 10' SCALE 1' 5' 20' 5B 1 3/32" 5B 14 GA. I ' CORNERS MITERED AT 45° 14 GA. 1 11/2 4fl 3Il I ) .è' .09 Il V 26" 14", 241 4811 _ ir1 14" &,48-1 1' Fy = 55,000 PSI o 5B _ 5 SINGLE RIVET BEAM DOUBLE RIVET BEAM GENERAL GONFIGURATION 4 SHOULDER RIVET NOTES: LIGHT DUTY STORAGE FIXTURE DESIGNED PER THE 1997 UBC/ 2001 CBC, TYPE 96" TALL FIXTURE SEIZMIC ZONE 4, Na = 1.0. STORAGE CAPACITY: 48" 11 48" J_241 1 1 TYPE 72" TALL FIXTURE (6 LEVEL) TYPE 72 TALL FIXTURE (4 LEVEL) TYPE 96" TALL FIXTURE = 125# PER LEVEL TYPE 72" TALL FIXTURE (6 LEVEL) = 100# PER LEVEL TYPE 72" TALL FIXTURE (4 LEVEL) = 100# PER LEVEL ______ _8" _48" -14"tl4fl 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 4 .l" 4. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). 48" ___________48" t-24"-1 t---48'. ____ 5. ANCHORS HILTI KNIK BOLT II, CBO #4627, OR APPROVED EQUAL. LA 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 1_II 24" CONCRETE 4" THICKx2,500 PSI. 95 , 14 " SOIL BEARING PRESSURE 1,000 PSF. 14'.II 711 14 1411 4511 1411 14' II 3" FRONTVIEW 3" SIDE MEW 3" FRONT VIEW 3" SIDE MEW " FRONT VIEW 3" SIDE MEW LIGHT DUTY STORAGE FIXTURE ELEVATION By 1j/rE 2" JUN 02 208 I IMIN. EMBEDMENT City of CARLSBAD BUILDING DEPT. OESSIo, 1" 7L 3)4"c 14 GA. 2 1/2" 1 3/811 FOUR FOOT PLATES REOD PER UNIT o. 35215 1 REQ'D PER FOOT PLATE rn 7/8" rn 1 7/8' 2 I POST Exp 09-3O5 0F C , 1 1I BASE PLATE 2 ®1/4"øANCHOR rr&'-~Lj 7oN ____F 17 SEIZMIC 8" J. EX22 SEIZMIC MATERIAL HANDLING r\\ \ rr ENGINEERING 01 CONCRETE 161 Atlantic Street EST. 1985 Pomona, California 91768 Tel. (909)869-0989j909)869-0981 g KEY SLOT DETAIL 1-2005 * I 1 2°FIN. A EMBE)MENT \ I CALIFORNIA LAST REV. BY: DATE: TYPE: INCA DRAWN BY: V.L. DATE: 05/12/04 I CONTRACTORS T14 4 :I:\ __________ LICENSE NO.665374 APRV'D BY:SAL E. FATEEN SCALE: N.T.S. DESCRIPTION: 14 GA. SOIL __________________________________________________ LIGHT DUTY STORAGE FIXTURE DETAILS I DRAWING NUMBER: POST 2 BASE PLATE 3)_ANCHOR ADDRESS. TUESDAY MORNING #740 1124 MARRON ROAD I 04-0640A CARLSBAD, CA. 92008 I --- 13/32" 58 5B 14 GA I r J" 2 I I 9 81 /16" _____ I AT 45° 14 GA. CORNERS MITERED 2 1 I16" . f •46f 11!2" 17' 48" 0 14 v.314 ", 24' _ 513 Ir 14" &481# Fy 55,000 PSI 16" L5A) SINGLE RIVET BEAM 75— DOUBLE RIVET BEAM GENERAL GONFIGURATION SHOULDER RIVET NOTES: LIGHT DUTY STORAGE FIXTURE DESIGNED PER THE 1997U3C/2001 CBC, TYPE 96" TALL FIXTURE SEIZMIC ZONE 4, Na = 1.0. STORAGE CAPACITY: _48" TYPE 96" TALL FIXTURE = 125# PER LEVEL 48" TYPE 72" TALL FIXTURE (6 LEVEL) TYPE 72 TALL FIXTURE (4 LEVEL) TYPE 72' TALL FIXTURE (6 LEVEL) = 100# PER LEVEL TYPE 72" TALL FIXTURE (4 LEVEL) = 100# PER LEVEL ______ ____________ ______ ___________ ______ 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 48" .j' 48" lc_24 _1 48" -48" 4. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). __________ __________ ____ __________ __________ 5. ANCHORS HILTI KWIK BOLT II, ICBO #4627, OR APPROVED EQUAL. ____________________ ____________________ S _____ 'p _____________________ _____________________ -. 2" ____________________ 14" r 13" 7. CONCRETE 4" THICKx 2,500 PSI. 1411 8. SOIL BEARING PRESSURE 1,000 PSF. 96"96" 14 711 1411 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 14 1411 __ 3" FRONT VIEW 3" SIDEVIEW 3" FRONT VIEW 3" SIDE VIEW " FRONT MEW 3" SIDEV1EW LIGHT DUTY STORAGE FIXTURE ELEVATION 2" 3/411 MIN. EMBEDMENT 3 181" I ESSi 1 L 14 GA ( No 35215 '17J8' > 2 1/2" 1 REQ'D PER FOOT PLATE 1 3/8" FOUR FOOT PLATES RED PER UNIT 3J> i POST OF 7/811 21 /2" ANCHOR SEIZMIC BASE PTE co FA ;Z,~SEIZMIC MATERIAL HANDLING CIO ENGINEERING CD 161 Atlantic Street CONCRETE Lu EST. 1985 Pomona, California 91768 /16" ~ cc No 25969 TeL(909)869-0989.(909)869-0981 KEY SLOT DETAIL TYPE:INCADRA BY:V.L. 05/12/04 2"lN. I CALIFORNIA LAST REV. BY: DATE: OF CALW3 OF CALL\~ I CONTRACTORS DESCRIPTION: 14 GA. SOIL LIGHT DUTY STORAGE FIXTURE DETAILS I ADDRESS. DRAWING NUMBER: TUESDAY MORNING #740 BASE P —)JANCHOR I 1124 MARRON ROAD I 04-0640A POST 2 LATE CARLSBAD, CA. 92008 1