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Home My WebLink About2791 LOKER AVE W; ; CB930882; Permit12/14/93 08:54 Page 1 of 1 B U I L D I N G Job Address: 2791 LOKER AV WEST Permit Type: MISCELLANEOUS Parcel No: 209-081-15-00 Valuation: 5r,ooo Construction Type: NEW P E R M I T Suite: Lot#: Permit No: CB930882 Project No: A9301254 Development No: Occupancy Group: Reference#: Status: ISSUED 08/26/93 12/14/93 DC Description: STORAGE SHELVES FOR CHARTER Appl/Ownr : SHELF MASTER, INC. 2837 E. CORONADO STR ANAHEIM, CA 9280 *** Fees Required Fees: Adjustments: Total Fees: Fee description Miscellaneous Fee Miscellaneous Fee * MISCELLANEOUS T 714 Applied: Apr/Issue: Entered By: 632-5027 .00 275.00 424.00 *** Ext fee Data 275.00 PLANCHECK 424.00 PERMIT 699.00 L APPROVAL IN~ ..... ,'11,---DATE 2-t]-1:/ CLEARANCE _____ , CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92()()C) (619) 438-1161 r PLAN CHECK NO. City of Carlsbad Building Department F.sT. VAL ...:,~ o-r,:) 2075 Las Palmas Dr., carlsbad, CA 92009 (619) 438-1161 PLAN CK DEPOSIT ~7 :$ VAIID.BY---'.l>:;...._e:.. ___ ,....,,, __ ,--=-_ 1. P£«MII NP£ DATE ____ ..,tr/,......,',2.._.~_,.._Lf._,~,-..... ~..__ A • 0 Commercial LI New Butidmg O Tenant Improvement B -!!"industrial D New Building D Tenant Improvement C -D Residential O Apartment O Condo O Single Family Dwelling D Addition/ Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical O Pool D Spa D Retaining Wall D Solar D Other ____ _ 2. PROJF.Cf INFORMATION FOR OFFICE USE ONLY Add~1 q ~L.o /<ell-A 1)€, Jtdmg_!!LSUtte NoCAfU-6lb.4v Nearest c/JJ Street t:2$/ LEGAL DESCRIPTION Lot No. Sut>chVIs1on Name/Number Omt No. Phase No. cH£CR BEWW IF sUBMII !ED: D 2 Energy Cales D 2 Structural Cales U 2 Soils Report D 1 Addressed Envelope EXISTING USE PROPOSED USE SQ. FT. ;/, 5&) # OF STORIES 3. WN IACI PERSON (tf dmerenf from apphcanf) NAME ADDRESS STATE ZIP CODE u wN I RAc IOR [J AGEN I FOR wN I RAc IOR ADDRESS DAY TELEPHONE DOWNER D AG£N I FOR OWNER CITY STATE ZIP CODE DAY TELEPHONE STATE C CITY STATE ZIP CODE DAY TELEPHONE STATE UC.# SIGNATURE DATE A. OWNER-BUIIDEit ofil.ARA'fiON Owner-Builder beclaratton: I hereby athrm that I am exempt from the Contracto?s Llcense Law tor the foilowmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (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.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Llcense 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 Llcense Law). 0 I am exempt under Section ________ Business and Professions Code for this reason: (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 Llcense Law (Chapter 9, commencing 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 [$500)). SIGNATURE DATE COMPLETE mis SEGIION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? U YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TIIE ANSWERS ARE YES, A FINAL CERTIFICATE OF CXDJPANCY MAY NCYf BE~ AFTER JULY I, l 989 ~ TIIE APPLICANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVIO$ AND TIIE AIR POIJ..UTION a>NlllOL DISilUCT. 9. wNS'IR0CIION 1:mmmc XGENcY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for whtch thts permit ts issued (sec 3097(1) CtVII Code). LENDER'S NAME LENDER'S ADDRESS to. APPiJCANT ctm'llt1CA'IIDN I certify that I have read the apphcatton and state that the above mformatton ts correct. I agree to comply with all City ordmances 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 AI.SO AGREE TO SAVE INDEMNIFY AND KEEP HARMI.ESS TIIE ClTY OF CARISBAD AGAINSf All. LIABIUI1FS, JUDGMENTS, CX>STS AND EXPENSES WIDCH MAY IN ANY WAY ACXJUJE AGAINSf SAID ClTY IN ffiNSF.QUENCE OF TIIE GRANTING OF TIIlS 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 within 365 days from the date of such permit or if the building or work authorized by rmit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). e,~C.Qll-0 DAIB 8-2(,,-9,3 ~TE: ~OW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930882 FOR 12/15/93 DESCRIPTION: STORAGE SHELVES FOR CHARTER TYPE: MISC STE: INSPECTOR AREA PLANCK# CB930882 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 2791 LOKER AV WEST APPLICANT: SHELF MASTER, INC. CONTRACTOR: PHONE: 714 632-5027 OWNER: REMARKS: MH/BILL/929-6132 SPECIAL INSTRUCT: RACK TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# CB880425 88000066 SE920012 CB920124 AS930059 CB931107 TYPE RETAIN COM swow ITI ASTI ITI PHONE: fA~tl ~ PHONE: INSPECTOR_,___..........__._/ ______ _ STATUS EXPIRED EXPIRED ISSUED EXPIRED ISSUED ISSUED ACT COMMENTS _14 __ ST _F_r_am_e_J_s_t_e_e_1_J_B_o_1_t_1_·n_g_J_w_e_1_d_i_n_g_ (Qj-______________ _ ----"-------------------------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS D.~TE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5~1468 nAPJ;.LICANT Ju:USDICTION: ?LAN CHECK NO: CAfi..LSBAD q3-8&7-SET: ~ c::tjJURISDICTnJ'tb LJ PL.l'IN CHECKER QFILE COPY OUPS PROJECT ADDRESS: __ -z.._7_q_1 __ L_O~f<.-_€~.~~;.__A;..:...:...V=£'--=W~£=S=T.,__ __ ODESIGNER ?R0JECT NAME: IZAC.. KS _____ ...;....;"-'-....;....-=----------- D D 0 D The plans transmitted herewith have been corrected where necessary and substantially comply with t~e jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien- cies identified /?Et.aw 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: .~ Esgil staff did not ad~ise the applicant contact person that . plan check has been completed. O Esgil staff did advise applicant that the plan check has been cornpletet Person contacted: Date contact(@: rP Telephone ff ________ \/1 ~ REMARKS: Gfonrro,v E'S.f OUT d:Pf!t.OVA-t. PE'5, UBL 708 ~ @ Ft£<, Q Ve/?-1 FY Thi r D±f E XU& ,uz OoCJ& ,:4T I?tf N€....., t':'.' F :ZZ AN,tv f 1 < ,NdT" A:: @-fJ;}v, /2..€..D £ >u, By: P£T£ Ft SCfti.& ESGIL CORPORATION 0GA OcM 0PC Enclosures: ,~1~ ----------- DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITB 208 SAN DIEGO, CA 92123 (619) 560-14-68 II /,o/ o,--r JURISDICTION: ( A.e.t.S t>A.D . PL.Z:,N CHECKER CFILE COPY QU?S QDESIGNER ?L.t.N CHECK NO: c13-88c SET: =rrr PROJECT ADDRESS: 2.._ 7 '1 { Lo~ Av£ L-J €.Si PROJECT NAME: f<._AC~S ------'---'--------------- D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien-cies identified _____________ 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 Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ~ The applicant's copy of the check list has been sent to: $ H-£-LF ,V,.:1?Tf /L IN(_ O Esgil staff did not advise the applicant contact person that plan check has been completed. ~ Esgil staff did advise applicant that the plan check has been completed. Person contacted: s: tff:LF ,-,-,spu:,_ Date contacted: ___ ,_,.;.../i_,o ____ Telephone # 7/Y 6}c... S-01-7 D REMARKS: -------------------------- By: t If TE Ff SC lf.:i:..&_ Enclosures: -----------ESGIL CORPORATION lf/r_ 0GA OcM 0PC JURISDICTION: CAfl...L.S !,,40 Date plans received by plan checker: 1!/z./q3 PLAN CHECK NO.: '73 -88"L :Illi,ate plan recheck completed: 11 /,0/11 By: /:> E 7"'E F,S.Clf-:i.,e PROJECT ADDRESS: C... 7 '? / (,_ 0,4.J?_ A:Ye l,u r .ST TO: ____ S~fil.i.=~F---!.IVV1S...:..::~?:f.~Z-=:... __ ,_N~(__-=:... __________________ _ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is l:iJllited to 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. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS t:'\ Please make all corrections on the original V tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: E$G:IL 0/:..._ 6LOG-DVT 0 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 check sheet with the revised plans. f&if. VIQU5 co....,,.., €/I.Jr e~~ v,ovs Form No. RPCS.41290 ~The following items have not been resolved \..J from previous plan reviews. The original correction number has been given for your reference. la sase ygw did mil. kaep a sgpy ef tfte pr¼er ee!reee¼eft l¼st, we na,e eneloeee 1:l=tese pages eeftt:e:i.Ji¼ng the st¼ll Gutstaadi.Rg een:eetiens. Please contact me if you have any questions regarding these items. 0 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 to the plans not resulting from this correction list? Please check. _____ Yes ---~No u,sc ]08 c,v,4.5 f,e.ov,Dffi 'j • DATE: ESGIL CORPORATION 9320 CHESAPEAKE OR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 1/10/ JURISDICTION: CNlS8AD PLAN CHECK NO: C,3-88L SET: T PROJECT ADDRESS : 2-. t '1' L 0~ V<. PROJECT NAME: ____ =5~JP=iCA-l:,=-:..=--~-~~-# ........ "----------- D D 0 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 jurisdic~ion's building codes when minor deficien- cies identified..,-------------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 Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the app~icant contact_person. ~ The applicant's copy of the check list has been sent to: s ~ ~,1-5 i7i,(_ ( I\J c_ Z..837 £ Co.<ONADO sr 6 ANAH-f..tM ~ Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone i _______ _ 0 REMARKS: ______________________ _ By: fETL. FtSClft& ESGIL CORPORATION Enclosures: -----------8 /Jo 0GA DcM 0PC JURISDICTION: CA.e.LS fSAD Date plans received by plan checker: 8/3 o/0,3 PLAN CHECK NO.: Cj3-8S'2.. T Dateplanrecheckcompleted:C,/10/q3 By: PIE-TL F,Sut-Ec;, PROJECT ADDRESS: __ C.:--7_9:..;.t_L=O-'-f--U--.......__._A--l,,____.E __ l-v___,;;E.._S __ -__ / ______________ _ 'IO: __ ~s~m~r~L~F ___ M--lr5 __ TYv:.. ______ ,~_~ _____________________ _ RECHECK PLAN CORRECTION SHEET FOREWORD: PLF.ASE READ Plan check is limited to 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. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 3O3(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A.~ I":\ Please make all corrections on the original i....:::,J tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jur:i~diction, to: £5&/l r':'\ Io 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 check sheet with the revised plans. ITT /Nl)I~ IF Vtf..f?£: Lv l LL I,£. tf:Ac.~oov5 o/-A f\NO @ The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. ~ 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 to the plans not resulting from this correction list? Please check. _____ Yes ___ ___,No US£ AN.P/OR.. OF ANY IN ve c__ ?'A1,.LE .s CZ) 5f/7J-.J Tlf-L /Z.lrC../::::._ CC....f,A,eANCt.. 70 T>t-L ~ut<,p,Af(r coLV""'N..S A,yo (>Vl(,.DIIV(r. c...,/it.lJ OF A-T Llf/tS:t 3 ..e .... /6 7),..LJ. lli Jv~ oJ:: TJf-€.. f<.:Ac..,fc;.... Ptv5. 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(!,f..M-1,v~ T>tt_ I' C.!, '73 -8b "L ' 61) (ONT /'tt-u.n ... n\.i L £_ t.oAD t5 dl fv w H-,ue--L ""t: :::-. 07Y7" M C ttt....cJc .. .s H-€ £' r I CkLC Fol'<.. Trf€. ? (DAO OF 7)-1€.. t:),E...c../C.... PtBS 71...;0 SH-e_LVE5:. (01€...ck. rs ~ (c; x £... 'J 80;,.S. ,"--") ~ IF ~ (OM/) INLD llt/<-T -t-.S E. ,S,•,v C. 15 A:5 5 ffo'VN (J'\J S'lt-€.f-T /L OF - ~ CJ+t.l.S Tl+€N lf'\JC.l VPE... T'H-t. Pc OF T>K... ~il\"'F D £r'Lµ T'fo,v OU£ TD 77-f-t_ r~~F Pl VJ --;J"DtNT ~£X1t1.1U!'f -- ' --. ;i ~? q ,; ,, ~~ ;~ i( ~~ @ @ DISABLED ACCF.SS REOUIRD11':NTS FOR R&fQDELS (including alterations, structural repairs, additions, tenant improvements and occupancy changes) GENJIW., Full acc~ss compliance is required for remodels including: 1. Path,of travel to remodeled area. (a) Parking (b) Walks (c) Hazards (d) Curb Ramps (e) Ramps (f) Elevators 2. Primary entrance to remodeled area. (a) Entrances (b) Exit Doors 3. Sanitary facilities serving remodeled area. ,._ Drinking fountains and telephones serving remodeled area. Jm10DELS LESS TIIAN $75,187 < When remodels are valued at less than $75,187 access compliance may be limited to U1e specific area being remodeled when an unreasonable hardship is determined by the enforcing agency. 1. Staff determination of unreasonable hardship shall be made on Form IICA-1, which shall be filed in the project file. 2. When the required work outside of the remodeled area (l.a through 1.f above) exceeds 10% of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be found to exist (criteria is staff guideline). 3. The unreasonable hardship finding may be by observation when obvious. Form IICA-1 should describe the obvious. c. D. RfflODEI,S $75 1187 AND HIGHER When remodels are valued over $75,187 and spec if ic access requirements cannot be met: 1. The law allows equivalent facilities to be accepted if strict compliance with the regulations would create an unreasonable hardship. 2. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent facilitation compliance. When both access and equivalent facilitation are waived by the enforcement official, ratification is required by an Appeals Board. MULTI -FI.OOR REMODELS: Exceqtions and exemptions 1. Provisions for Upper and Lower floors: The Health and Safety Code Section 19955.5 says that, "In privately- funded multi-storied passenger vehicle service stations, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or levels above and below the first floor or ground level are exempt from these requirements if a ramp or elevator is not available to provide public access to such floors or levels." 2. Health and Safety Code Section 19956 says that, "In privately-funded multi-storied buildings, floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and accommodations normally sought and used by the public in such a building are accessible to and usable by disabled persons." D:\general\disabled.req 4 . . . DOCUMENTATION OF UNREASONABLE HARDSHIP-.. Job Address _________________ Plan Check No ________ _ Owner _____________________ Date _____________ _ It is requested that the above named project be granted an exception from the requirements of the State of California Title 24 handicapped ·accessi5ility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED 2. The cost of all construction without excepted items, is: --------"- 3. The impact. on financial feasibility of the project, if the requested exception is not approved is: ____________________ ___.__ 4. The facility is used by the general public for the purpose of: ---- 5. The exceotions being reauested. will not oenalize handicapped accessibility as equivalent facilities are available as follows: --- 6. Exceptions requested, and data provided, by: ADDRESS SIGNA'rURE .. .. 'J.'ELEPHONE Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 010190 , , . Jurisdiction CAR.LS f?AD Prepared by, f~Is-, F,SCfftJZ VALUATION AND PLAN CHECK FEE o Bldg. Dept. D Esgil PLAN CHECK NO, :t.3 -8Q '2... BUILDING ADDRESS __ -z.._7_q......_l __ L=o~f:::..€.,e:-=------A:Y---L _____ ~w.=E=ST-"--------- APPLICANT/CONTACT _________ PHONE NO. _______ _ BUILDING OCCUPANCY 7 DESIGNER PHONE ------TYPE OF CONSTRUCTION CONTRACTOR PHONE ----- BUILDING PORTION EU ILDING AREA VALUATION VALUE MULTIPLIER SlV~/16£ MCJ=-S' --~/OC:0 -- I Air Conditionin~ ' Commercial @ .. Residential ta Res. or Comm. Fire S'Orinklers @ Total Value 5:'-;ooo I Building Permit fee $ __________________ .._$ ___ '--/_/....,9_0_0 ___ _ Plan Check r ee..__;S::,._ __________________ ...;:;$'----'L'-7_1..._1_~ __ _ co M Mt N rs:* VALVL Pf&. Pt.£.M, r NfU<'.A--7lllN SHEET 12/87 I ---~--------- City of Carlsbad 93211 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Tuesday, December 14, 1993 ' Reviewed by: C)oJ;_ A ~ J Contact Name Address City, State Shelf Master Inc 2837 E. Coronado St Anaheim CA 92806 Bldg. Dept. No. _9 3_-_8_8_2 ___ _ Planning No. Job Name Charter GoH ----------------- Job Address 2791 Loker ..;;;.;....;;;..;....;~;;;.;;__-------------Ste. or Bldg. No. ____ _ D 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 modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. 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 P lb f 13 11Jb1,Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st ___ _ 2nd. __ _ 3rd __ _ Other Agency ID CFO Job# 93211 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 TEL: (818) 962-1162 INC. MATERIAL HANDLING ENGINEERING CONTRACTORS LICENSE NO. 432725 STRUCTURAL CORRECTION FOR CHARTER GOLF 2791 LOKER A VENUE WEST CARLSBAD, CA 92008 JOB #93-441 OCTOBER 5, 1993 P.C. # 93-882 I FAX: (818) 962-1279 1. DONE. CORRECTED PLANS AND CALCULATIONS WILL BE SENT BACK TO ESGIL CORPORATION. 2. DONE. LOCATION OF CORRECTED ITEM NOTED. 3. UNDERSTOOD. 4. NO OTHER CHANGES WERE MADE. 5. NO. THERE WILL NOT BE ANY HAZARDOUS MATERIALS STORED. 6. UNDERSTOOD. 7. DONE. DIMENSIONS ADDED TO MEET THE REQUIREMENTS PER 2337(b). A MINIMUM OF 6" FROM LEFT WALL AND A MINIMUM OF 3" FROM THE BOTTOM WALL. NOTE HAS BEEN ADDED TO THE DRAWINGS. 8. DONE. SEE NOTE #10 OF DRAWING 93-421A. 9. UNDERSTOOD. 10. DONE. SEE SITE PLAN PROVIDED. 11. DONE. SEE SITE PLAN PROVIDED. 12. DONE. STAIR FRAMING AND DETAILS PROVIDED. 13. YES. THE STAIRWAY COMPLIES WITH SECTION 3306 OF THE UBC. YES, THE EXISTING STAIRWAY IS BEING USED FOR EXITING, THE WIDTH IS 36". 14. DONE. THE GUARDRAILS CONFORMS TO SECTION 1712 OF THE 1991 UBC. A SPHERE OF 12" IN DIAMETER WILL NOT SQUEEZE THROUGH THE RAILS. 15. THE PLYWOOD PANELS ARE ATTACHED TO THE DECK SUPPORTS AT EVERY 12" WITH A 01/4" X 2" TEK SCREW, SEE NOTE #11 OF DRAWING 93-421A. 16. DONE. RIVET YIELD STRENGTH NOTE ADDED TO PLANS, SEE NOTE 12 ON . DRAWING 93-421A. 14180-1 Live Oak Avenue Baldwin Park California 91706 17. DONE. SEE ATTACHED SHEET. 18. DONE. THE BEAMS AT THE END OF THE RACK BAY ARE ROW SPACERS, SEE DEATIL #7 OF DRAWING 93-421A. FOR ANALYSIS SEE ATTACHED SHEET. 19. SLAB RECHECKED PER SECTION 2722 OF UBC. NOTE, THE SLAB VALUES WERE ASSUMED, THE ACTUAL VALUES WERE OBTAINED AS 5" THICK AND A STRENGTH OF 2000 PSI WITH A SOIL BEARING PRESSURE OF 1700 PSF. 20. THEY ARE ALL MOMENT RESISTING FRAMES. SINCE THE COLUMN ONLY HA VE TO RESIST DECK SHEAR, THEY ARE OKAY BY SIMPLE INSPECTION. 21. BEARING CAPACITY OF BOLT HAS BEEN RECHECKED. P = 0tl.2Fu WAS USED IN ANALYSIS. SEE BEAM TO COLUMN CONNECTION SHEET OF THE CALCS. 22. DONE. ADDITION AXIAL LOADS HA VE BEEN ADDED BUT COLUMN IS STILL WITHIN LIMITS. 23. CONSERVATIVELY ADDED 2000 "# FOR P DELTA EFFECTS. PROJECT __ C;:;.-..:..)f-1.:..;;4-i?.--~·-:...TcJ;i;.@;.:_· .__;;;..._-=G~·..::;..cP,.:~:;.:.P ______ _ FOR--.,~· ttfft-~;.:::;· :...E:--1..h;;.:,:1A:..:..:z~-~7--li~='--;;... ________ _ INC. SHEET NO. ___ ---1.,,I ___ OF ____ /--:----- MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY __ C_-·_/_, __ DATE ¢ S-/Cf '3 7 5,.,,11 4 -181' £ I '31 Ii S-/4-IL1- ~S71 El I /,o:z-1 ..3 t 1-/ 2?J O O O O O O .x .31 -(:;, L/ / ,1 //60 -= s~2<;{;80~¥ ~1-~ 27 ?'/ t?l,) ( 7 4q) /, (" I/ G c (G ,eo ;J 5;:'A-c&!Z-~ C:5 ,/J C,..I .SE / 6) 5pt47,..J ~ 6 I I' IN'" 6s--1 £') ,,x (3.0-1-63) 2-::: w-1! z_ 2 s-8 ?< (6 !_) z. 0 ' cf - 1.2 o/6 /orf ~ /_PO _·.qk::... 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 August 13, 1987 Project No. 87-168 Page Four 4.0 FOUNDATION DESIGN 4.r-7F~o~o~t}i]n~g~s~-----:--------------------- The proposed building may be supported on conventional spread footings established in compacted soil. These footings may be designed for an allowable bearing value of 2000 pounds per square foot, which is for a minimum depth of 12 inches. The bearing value may be increased by 300 pounds per square foot for each additional foot of depth to a maximum allowable bearing value of 3500 pounds per square foot. This design value may be increased by one-third, if the Structural Engineer takes into consideration short duration .structural loading conditions, such as induced by wind or seismic forces. Continuous perimeber footings for the building rather than isolated pads should be used and founded at least 18 inches below adjacent ground surface. Continuous footings should be reinforced with at least 1 #4 rebar at the top and also the bottom. All visible cracks in the foundation excavation should be brought to the attention of the Geotechnical Engineer to determine the need for pre-soaking prior to placement of the foundation concrete. Footings located near a slope should be deepened in order that a minimum distance of 5 feet measured horizontally between the outer edge of the footings and the slope face can be achieved. 4.2 Settlements Total settlements due to new structural loads are estimated· to be less than 0.5 inch. Differential settlements are expected to be less than 0.5 inch. 4.3 Lateral Capacity For design, resistance to lateral loads can be assumed to be provided by friction acting at the base of found- ations and by passive earth pressure and may be combined without reduction. If passive earth pressure is used, it is important t~at backfill should be placed under engineering observation and testing. A coefficient of friction of 0.30 may be assumed with the dead load forces. An allowable lateral APPLIED GEOTECHNICAL ENGINEERING, INC. TEL: (818) 962-1162 INC. MATERIAL HANDLING ENGINEERING CONTRACTORS LICENSE NO. 432725 SHEET 1 OF 17 SEISMIC ANALYSIS OF STORAGE RACKS FOR CHARTER GOLF 2791 LOKER AVENUE WEST CARLSBAD, CA 92008 8-18-1993 #93-421 fl,6. ii$/,;,, ,110 /"~ 14180-1 Live Oak Avenue Baldwin Park • FAX: (818) 962-1279 <:r_3-¥r-Z-- California 91706 INC. MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 PROJECT __ C ___ H....,.A ..... R_T_E __ R ___ G ____ O_LF_. ------- SHELFMASTER FOR _______________ _ SHEETNO. ____ 2 ___ OF ____ 1_7 __ _ CALCULATED BY C.T. DATE 8 -1 8 -1 9 9 3 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 COMPONENTS & SPECS. 5 DECKING 6-7 LOADS AND DISTRIBUTION 8-9 LONGITUDINAL ANALYSIS 1 0 COLUMN 1 1 BEAM 1 2 BEAM TO COLUMN 1 3 BRACING 1 4 OVERTURNING 1 5 BASE PLATE 1 6 SLAB & SOIL 1 7 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 ~ I I PROJECT __ ..;:;.C.;..;H.;..;A.;..;R'-'-T=E;...;.R..;;;G;;..;:O:;..:L:;;.;...F _______ _ SHELFMASTER FOR ________________ _ INC. SHEET NO. ___ ..;;..3 ___ OF ____ 1_7 __ _ MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY C.T. DATE 8 -1 8 -1 9 9 3 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. l ] lRANSVERSE JBIBUIABY AREA : ----· /--------------; : I , ........................... , LONGITUDINAL JOPVIEW 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 I INC. MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 CONFIGURATIONS 3 1 2• 216" 2 I 4• 1 PROJECT ---=C:.:..H.:.:..A.:.:..R.:..:T-=E::.:..R::....;G=O=LF __________ _ SHELFMASTER FOR ____ ;;;..;...;.=.;....;.;.,;,;,..;..;"------------ SHEET NO. ___ __;,4 ____ OF ____ 1.;......;.7 __ _ CALCULATED BY C.T · DATE _8_-_1 _8_-_1_9_9_3 __ TYPE 1 2,000 lb. 3,772 lb. 2,000 lb. 108"----~k "'" 42"-k 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT CHARTER GOLF FOR SHELFMASTER INC. SHEET NO. 5 OF 1 7 MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY C.T. DATE 8 -1 8 -1 9 9 3 IYeE :l 2,000 lb. 301_# 402# -• seECIEICAIION 3 r / -MAIN STEEL 45000 PSI ~ -BASE PLATE STEEL 36000 PSI 1 2• ~ ~ -ANCHOR -WEDGE TYPE 1/2 X 2-1/4 -FLOOR SLAB 5" X 2000 PSI. REINFORCED 216" 3,772 lb. ~6f"~ / 357# -,It---. -SOIL BEARING PRESSURE 1000 PSF 2 -SEISMIC ZONE 4. ~ -TYPE= INTERCONNECTED UNITS. I ~ V -BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL)/Rw 2,000 lb. ~ 5# L 7# a, f 1 , ~ ~ ~ 42"-,I, 'I 108" 'I lu = 32" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 4,036 lb. 576 in.lb. 9,413 in.lb. <-standard 2 2,986 lb. 14,250 in.lb. conn. 3 1,050 lb. 8,454 In.lb. 13,352 in.lb. <-standard conn. 6,227 in.lb. <-standard conn. TYPE 1 DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM 1' 1' 3-1/4X3X14GA. 1' 7 X 5 X .375 COLUMN STRESS =0.98 C4x5.4# BASE PINNED MAX LOAD/LEVEL = 7, 720 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL 1' HORIZONTAL 1' DIAGONAL 1' 1' ANCHOR STRESS = 0.21 2 1 /4 X 1 1 /2 X 14 ga 2 1 /4 X 1 1 /2 X 14 ga PUNCT. STRESS= 0.75 # OF ANCHORS = 2 STRESS = O. 1 1 STRESS= 0.18 BENDING STRESS =0.81 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT ---=C;..:..H.:.:..A..:.;.R..:..T;..;E=.:,R..;_;G;..;;;O;..;;;L;;.;..F _______ _ SHELFMASTER FOR __________________ _ INC. MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 DESIGN DECK LOAD DEAD LOAD DECKING= 2.0 PSF DECK SUPPORT= 2.0 PSF MISC.= 1.0 PSF TOTAL =5.0 PSF SHEET NO. ___ __;6::;__ ___ OF ____ 1_7 __ _ CALCULATED BY C.T. DATE _8_-_1 _9_-_1_9_9_3 __ DESIGN LIVE LOAD PER TABLE 23-A OF 1991 U.B.C. CATAGORY 9 (LIGHT MANUFACTURING) DESIGN LIVE LOAD = 75.0 PSF CONCENTRATED LOAD P =75 X 108 X 31.5/144 = 1772 # CHECK PLYWOOD 32" SPAN w = (75+5) X 6/144 = 3.33 #f' M = w 1"2/8 = 3.33 X 32"2/8 = 427 "# fb/Fb =Ml($ X Fb) = 427/(1.27 x 1000) = .336 < 1.00 CHECK DECK SUPPORT 64" SPAN w = (75+5) X 24/144 = 13.33 #/" M = w 1"2/8 = 13.33 X 84"2/8 = 11760 "# fb/Fb = M/(S X Fb) = 11760/(.809 x 27000) = .54 < 1.00 CHECK DECK SUPPORT 63" SPAN w = (75+5) X 32/144 = 17.8 #f' M = w 1"2/8 = 17.8 X 63,.2/8 = 8820 "# fb/Fb = M/(S X Fb) = 8820/(.809 x 27000) = .40 < 1.00 14180·1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 INC. MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 CHECK DECK SLJPPoBI 180" SPAN PROJECT __ ...ll,C,U.H..UA..uB.J..T.1...1E..iB~G:.:,O"'L..,_F _______ _ FOR ----'S=H~E=L=F...:.M=A...;.;S::;...T;..;;E=R..;._ ______ _ SHEET NO. -----'7:,__ ___ OF ____ 1.:.....;.7 __ _ CALCULATED BY C.T. DATE _8 ___ -..;...1..;;.9_-...;.1 __ 9...;9;...3 ___ _ w = (75+5) X (63/2+54/2)/144 = 32.5 #/" M =W IA2/8 = 32.5 X 18QA2/8 = 131625 "# fb/Fb = M/(S X Fb) = 131625/(7.921 x 27000) = .62 < 1.00 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT __ C=H:..:,;A:..:.;R:..:.T.:...:E=R-=-G=O=L=-F ______ _ FOR ___ ....;;;S;;.;..H.;..;;E=L;.;...F_M;.;...A;.;;;.S_T...;.ER...;._ ______ _ INC. SHEET NO. ___ .....;8 ___ OF ____ 1_7 __ _ MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 CALCULATED BY C.T. DATE 8-1 8 -1 9 9 3 LOAD AND DISTRIBUTION: W = 60011/TRAY 200# ON INSIDE COLUMN AND 100# ON OUTSIDE COLUMNS COLUMN UNE 1: V = ZIC(LL/2+DL)/Rw = .4 X 1.0 X 2. 75 X (200/2+50) X 8/8 = 165/1 Mcol = Vcol x h/2 = 165 X 100/2 = 8250 "# COLUMN LINE 2: V = ZIC(LU2+DL + DECK/4)/Rw = .4 X 1.0 X 2.75 X [(100/2+50) X 8 + (.25 X 80 X 42 X 72/144)]/8 = 168# Mcol = Vcol x h/2 = 168 X 100/2 = 8388 "# SEE THE TWO FOLLOWING FOR ANALYSIS OF COLUMN LINE 3, Mcol OF LINE 3 IS LARGER THAN BOTH OF LINE 1 & LINE 2. I I 30· . 24 •. 30· l ,... -· ! --o I I i/ / I 3J" . 2c 3;:· -~-~ .· 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT --~C:::.:.H.:.:.A..;.:R..:..T.:...:E:.:R...:...:G~O~L:.:.F ____ --__ _ SHELFMASTER FOR ___ ......;;~~-----"--=---------- INC. SHEET NO. ----~;;4..-___ OF ____ 1_7 __ _ MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY __ ...;;;C;..;..T'"-. __ DATE _8_-_1_8_-_1_9_9_3_ LOADS & DISTRIBUTION :TYPE 1 1 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA ) = wLL. DEAD LOAD PER SHELF = wDL. SEISMIC SHEAR BASED ON STD 27-11 OF THE 1991 UBC = V. WHERE V=ZIC[wDL+wLL/n]/Rw SEISMIC ZONE = 4 Z = .4 I = 1 C = 2.75 Aw (LONGITUDINAL) = 8 Aw (TRANSVERSE) = 6 wDL = 100 lb. INTERCONNECTED UNITS. LONGITUDINAL DIRECTION Vlong = .4 * 1 * 2. 75 * ( 7772/ 2 + 300 ) / 8 Vlong = 576 lb. Fi = V Whi/IWh TRANSVERSE DIRECTION Vlong = .4 * 1 * 2. 75 * ( 7772/ 2 + 300 ) / 6 Vtrans = 767 lb. Fi = V Whi/IWh TOTAL FRAME LOAD = 8,072 lb. 216" I# . 1 2· -'-- I f . ' -.. 2 000 lb 301# -3 3,772 lb. ~68 # 2 2,000 lb. ..,s, 1 "L 108'''-' -~} lu = 32" } 42"...,j, 402# • 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. UC. NO. 432725 PROJECT --~C~H.:.:.A.:.:.R.:..T:..:E::.:.R..:...:G:..::O~L:::..F _______ _ SHELFMASTER FOR ___ ___,;;;;..;...=~~.;..;;__..;.....;.._ _______ _ INC. SHEET NO. ____ I_O ___ OF ___ ___;,1....;7;.,__ __ MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 CALCULATED BY C.T. DATE _8_-_1_8_-_1_9_9_3_ LONGITUDINAL ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MIO-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENn. Vlong = 2 * Vcol = 576 lb. Vcol = 288 lb. F 1 = 3 lb. F2= 134 lb. F3= 151 lb. BASE ASSUMED PINNED. Mbase = O in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' -2 in. 4 in. ) Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower]/2 Mconn "R" Mlower ~ RESULTING FORCES ON COLUMN SECIIO~ AXIAL LOAD MOMENT Mcorm 1 4036 575 9412 2 2986 14249 13351 3 1050 8454 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT ____ C ..... H __ A __ R ___ T __ E __ R....,G __ O __ L __ F _______ _ SH ELFMASTER FOR-----"-~=-__,..;..;;;...;... ________ _ INC. SHEET NO. ____ /_/ ___ OF ____ 1_7 __ _ MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 CALCULATED BY ___ C_.T_. __ DATE _8_-_1_8_-_1 _9_9_3_ COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. 31,n:,:/:-11, J z;'# Pmax = ~ lb. Mmax = ~ in.lb. Kxlx/rx = 1.2 * 100 / 1.474 = 81 . 4 <-GOVERNS Kyly/ry = .8 * 42 / 1.059 = 3 1 . 7 Cc = (2n"2E/Fy)" .5 = 112.8 SINCE Kl/r <= Cc, Fa = .522Fy -[(kl/r*Fy)/1494]"2 = 17,477 psi. fa = Pmax/Area , ,.31"f.$! = ,A.,-&?t' psi. fb = .,. Mmax/Sx1 = ~psi. /t:ti'/lf.5 1 fa/Fa = ~ .3 [e>.15 F'e = 12n"2E/23(Kxlx/rx)"2 F'e = 22,531 psi. Fb = .6*Fy = 27,000 psi. Cm*fb/Fb[1-fa/F'e] = ~., 87 COMBINED STRESS=~ /, Z.~. ~/.3.3 .. ·. qi'- I SECTION PROPERTIES A = 3.25" B = 3" C = .625" D = 0" E = 0" Wt. = 0# t1 = .0747° t2 = 0" Area = .613""2 Ix = 1.33""4 ly = .687""4 Sx = .819°"3 Sy = .45""3 rx = 1.474""2 ry = 1.059""2 T 1 112" 42" I===!+ t 98" 42" + FtmtView Side View 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 SEIZl1IC INC. MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 PROJECT __ .,:C;.:..H_,A"-R....,;T...;;E:;.:..R;....G=O=LF,__ ______ _ FOR ___ ....;S:;.;.H..;.;E=L=F..;.;M.,;_A.;;.;;S;;,...;T_;;;E;;.;..R;_ ______ _ SHEET NO. ____ /_:2. ___ OF ____ 1_7 __ _ CALCULATED BY C.T. DATE _8_-_1_8_-_1 _9_9..;.3_ BEAM ANALYSIS :TYPE 1 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. lact = 108.0 in. Unbraced length = 32.0 in. Fb = 12,000/(lu*d/Af) = 12,000/( 32* 8.53) Fb = 27,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = wIA2/8 = 5211 Qin.lb. CAPACITY = 2(8*M/I) = 7720Ib. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). /J. = 5wlA4/384EI CAPACITY = 2[(384El)/(5*180*IA2)] = 83091b. Wt. = 5.4 lb. d/Af = 8.53 Sx = 1.930 in."3 Ix = 3.850 in."4 MAXIMUM STATIC LOAD PER LEVEL IS 7,720 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wl"2/8 = LIVE.LOAD*L/(2*8) Mallow(static) = Sx * Fb Mimpact = 1.125*Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL M static Mimpact Mallow Mseismic Mallow RESULT 1. 125 Mstatic (static) (seismic) 1 13500 15187 52110 9412 69480 GCXD 2 25461 28643 52110 13351 69480 GCXD 3 25461 28643 52110 6227 69480 GOCO 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 SEllMic INC. MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375"2ro'4 = .150 ""2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t * D ~ . ()19' J = .5 * t J;y 50,000 psi min. Hi<-'S-~ S) ()~(:} Pmax brg. = Area * Fbearing =.5t*~ ,_z.·p,,., =.Ai/'2.51f .-3,000# ~JJ#-,e:. c) MOMENT CAPACITY OF BRACKET S bracket = .110""3 Mcap = S * Fbending = .110 * .66 * Fy C = Mcap/.75 = 1.11 P1 PROJECT __ ..;:C;.:..H;.;..A;.;..R.:..:T-=E;.;..R;...;G;.O=LF:,__ ______ _ SHELFMASTER FOR ________________ _ SHEET NO. ____ 1 __ 3 ___ OF ____ 1_7 __ _ CALCULATED BY __ ...;;C;..;...T.;..... __ DATE _8_-_1_8_-_1_9_9_3 __ Mconn. Mupper ~ '-/ Mlower BEAM TO COLUMN CONNECTION P1 Mconn. 1" I 4" C 1/2" P1 = 1.20 Mcap ~ = .0872 Fy = 4,360# > 3,000# r 1 5/8" SINCE PLUG GOVERNS P1 =-3,000, ~ /,$4/= I Mconn. cap.= P1 * 4.5 + P2 * .5 = 4.555 * ~00# ""1.33 = 18,22&"#~/,3-J/; ~ ,1,1.3 ~ 3"/ 11'eff. Sbracket = . 110""3 C = P1 +P2 = P1 + (.5/4.5)P1 = 1.11 P1 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 sEIZl1Ic PROJECT __ _;C:.;.H..:.:.A..:.:.R..:...T:..::E=-:.R...:...;:::;G:..:::O;.:;L:.:...F _______ _ SH ELFMASTER FOR---------'-------------- INC. SHEET NO. ____ /~-'----OF ____ 1....;7 __ _ MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY __ _;;;C;.;..T.;..;;. __ DATE _8_-_1_8_-_1_9_9_3_ TRANSVERSE ANALYSIS : BRACING :TYPE 1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L-6)"2+(D-2*Bcol)"2]" .5 = 50.9 Vdiag =Vtrans * Ldiag. / D = 930# kl/rmin = [ 1 * 50.9 ] / .4832 = 105.3 Fa =.522Fy-[kl/r*Fy/1494]"2 = 13418 psi. fa/Fa =Vdiag/(Area*Fa) = 0.18 l L= 42" l i-D= 42"~ DIAGONAL AND HORIZONTAL BRACING Area= .381 "1\2 rmin= .4832 " t= .0747 " W= 2.25 " H= 1.5" 14180·1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT __ .,xC::..:H::..:A::..:Ra.:..T=E=-=-R...:G::.;:O::::.:L::.:..F _______ _ FOR ----'S=H...;.;E=L=F...;.;M;.;;.A...;.aSaa...;T;...a;E;;..;..R..;..__, ______ _ INC. SHEET NO. ___ ..-1:/..;::;S'~--OF ____ 1~7 __ _ MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 CALCULATED BY __ C=.:..:...T-'-. __ DATE _8_-_1_8_-_1 _9_9_3_ OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C. STANDARD 27-11. FULLY LOADED TOTAL SHEAR = 767 lb. Mot = Vtrans * ht * 1.15 = 767 * 186 * 1.15 = 142780 in.lb. Mst = "i_Wp * d/2 = 7772 * 42 /2 = 163212 in.lb. Puplift 1 (Mot -Mst)/d Puplift <= 0 NO UPLIFT me SHELF LOADED SHEAR = 201 lb. Mot = Vtop * h * 1 . 15 = 201 * 216 * 1.15 = 50094 in.lb. Mst = Wp * d/2 = 2000 * 42/2 = 42000 in.lb. Puplift 1 * (Mot -Mst)/d = 192 lb. <-CRITICAL USE 2 ea. 1/2 x 2-1/4 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 = 550 lb. PULLOUT & 1500 lb. SHEAR COMBINED STRESS1 = 0 / 1100 + 383 / 3000 = 0.13 COMBINED STRESS2 = 192 / 1100 + 100 I 3000 = 0.21 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 402# • INC. MATERIAL HANDLING ENGINEERING (818) 962-1162 • FAX: (818) 962-1279 BASE PLATE :TYPE 1 PROJECT ---C-'--'H;.;...A;.;...R;;...;.T..:;;;E;;...;R:...;G:;..O=LF:,__ ______ _ SH ELFMASTER FOR _________________ _ SHEET NO. ----..:.../_;-4, ___ OF ____ 1_7 __ ~ CALCULATED BY __ ....a;C...;...T'""". __ DATE _8_-_1_8_-_1...;9...;..9;._3;..__ BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 7435 lb. B = 7 in. P/A = Pcol/(D*B) = 212.4 psi. Mbase = wl"2/2 = I"2/2(fa) Mbase = 373.4 in.lb. Sbase = 1*t"2/6 = 0.023 in."3 D = 5 in. b = 3.25 in. Fbase = . 75Fy * 1 .33 = 36000 psi. t = .375 in. b1 = 1.875 in. fb/Fb = Mbase/(Sbase*Fbase) = o. 443 fa bl+--b-+ bl B------.v t 1 it li 1 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 CE·~. Ii l: ! ltJi I: C· . PROJECT __ ..;::;C.:...:H.:...:A::...:R~T=-E:...;.R-=G:;...:O:;..;;L;;.:..F _______ _ ~.II I ,,:..-,1 '~·: SHELFMASTER FOR ___ __;;.__;_.;_.. __________ _ INC. SHEET NO. ____ /....;..7 ___ OF ____ 1_7 __ _ MATERIAL HANDLING ENGINEERING (818)962-1162 • FAX:(818)962-1279 CALCULATED BY __ C..;;....;...;...T..;._. __ DATE _8_-_1_8_-_1 _9_9_3_ SLAB AND SOIL :TYPE 1 THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. (a) PUNCTURE Pmax =~DEAD LOAD + #LIVE LOAD Pmax = ~ * Pcol + ~ * (Mot/d) =~.43o 1b. "1+as#- Fpunct = 2*sqrt(f'c) = 89.4 psi. punct = [(w+t/2)+(d+t/2)]*2*t = 170.0 in."2 fv/Fv = Pmax/(Apunct*Fpunct) = ~ , ..S-9 tllf!..{. !> 3 (b) SLAB TENSION bt--B---t t .3. z.t Asoil = Pmax/(1.33 * fsoil) = .&:-BT ft. "2 q 1~'' = 1 23-4,, in."2 V a. L-----.....r Mconc ' L = sqrt(Asoil) =..la.+ in. .Z.I .1 11 B = sqrt(w*d) -JA'= ~-.r;.e, ., b = (L-8)/2 -12. 1 111. 1,'I ., BASE PLATE = wb"2/2 = (_:J,a3*fsoil*b"2)/(144*2) '!A. w = 7 in. = .§l3:-6'" in.lb.~e 31() "11" d = 5 in. Scone = 1 *t"2/6 = 4. 1 7 in. "3 Fconc = 50 *a~, t(f'e) = ~ psi. /. 6 IJ, e, ~ 7 f. t, CONCRETE fb/Fb = Mconc/(Sconc*Fconc) = ~ / , '2--.3 .t-/. 3_j t = 5 in . .,. .. . ,QI~ f'c = 2000 psi . SOlL fs = .)-96(1 psf. / 700 (sH~) 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 1/8" 1 1/4" TYP. 3" APPROX. y 3" APPROX. IYElCAL_BBACJN_G_I_QC_Q_LU_MN_COJiNE_C_IlQN 1 3/4" TYP. ---,..__, 6A I ·r· ' I ' I -· ~7GA I +-211/16"-t 4" 7/16" RIVET AISI C1018 9-112" USE AT DECK BEAM LEVEL ONLY @@ BJ:AM___&___C_ONNE__CJ_OB 3/8"TH 11 3" 5" L--+--+--+---+-------i----'{t} j 3 1/4" 5"----,1'----J!-1"TYP 7"----+- 00 C_QLU.Ml' .. L&.BASE __ P...LAIE -------I ,-1-l i :.lt l ..,> ------ ,-1i-- I 31 ( '· f I -~~ --24", 63" & 84"--+ TYP. 1/8" 5/8" 0 Bow_seACEB ' I :r ... I~ I , ... -· 5,, TYP. 2,;--<:TYP. --+---168 ~7GA I +:.. 2-11/16"-f- ..--~AFETY CLIP 4" 7/16" RIVET AISI C1018 9-1/2 USE AT DECK BEAM LEVEL ONLY @@ B_EAM __ &_C_QNNECI_O_R J y~~ G) HO.BIZONTAL __ &__D_IAG.ONAL_BBACING. ..,._ ____ 3 1/2" -------- 2 1 /4" MIN. EMBDMNT. -t-...---r--...i-.:-TT--~- 1 1 h:' +-'L.--1.--=~-----'~ 2 REQUIRED PER BASE PLATE 0AN.CH_O...B 10,, TYP. ...----r--r---< TY P. __,__ 6C --41----1 GA I .,j,'... 2-11/16"--t- ~-,..AFETY CLIP 4" 4" 7/16" RIVET AISI C1018 USE AT DECK BEAM LEVEL ONLY (180" LONG) @@ B_EAM_&..cONNECI_O_B r 3"X4.1# -#-1GA I -t-211/16"-+ ~-SAFETY CLIP 4" 07/16" RIVET AISI C1018 @@ B_EAM_&_C_O_N_NECJ_QB 5 1/2" SAFETY CLIP 07/16" RIVETS AISI C1018 J_ye.LCALBBACJMG_T_Q_C_O_LUMJLC_Q_NNECilO_N NO_IE_S_: 1. STORAGE RACK DESIGNED PER SECTION 2711 OF THE 1991 UBC STD. 2. STORAGE CAPACITY: 2,000# PER LEVEL (boo# ~rz 1eA"() DECK= 75 PSF (LIGHT MANUFACTURING) 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 4. L.A. CITY FABRICATOR LICENSE #461 5. ASTM ,'\570 FOR SH/\PE Fy = 1!5,000 PS! GRADE 45 6. ALL SOL TS A307 (UNLESS NOTED) 7. ANCHORS HILT! KWIK BOLT II OR APPROVED EQUAL ICBO #4627, L. A. R. R. #24946 PULLOUT CAPACITY IS THAT OF WITHOUT INSPECTION SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS 8. CONCRETE 5" THICK x 2000 PSI 9. SOIL BEARING PRESSURE 1000 PSF SCALE NONE DRAWN BY C.T. DATE 8-19-1993 REVISED DESCRIPTION OF CAl' STORAGE RACK DETAILS (SAMMONS TYPE) ADDRESS CHARTER GOLF 2791 LOKER AVE. WEST, CARLSBAD, CA DRAWING NUMBER 93-421A