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Home My WebLink About2777 LOKER AVE W; ; CB941132; PermitB U I L D I N G P E R M I T Permit No: CB941132 Project No: A9401590 Development No: 10/25/94 09:17 Page 1 of 1 Job Address: 2777 LOKER AV WEST Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 209-081-30-00 Valuation: 40,000 Construction Type: NEW Suite: Lot#: 9261 10/25/94 0001 01 02 C-PRMT 358a00 Occupancy Group: Reference#: Status: ISSUED Applied: 09/01/94 Apr/Issue: 10/25/94 Entered Bv: MDP Description: INSTALL RACK SYSTEM Appl/Ownr : STEWART HARDING SYSTEMS Fees: Adjustments: Total Fees: 12425 MILLS AVE CHINO, CA. 91720 \ \ '~ '"' ""' '• f: I' I I I 1 , I i ,-, ,J 909 590~4400 - ,,_ ' ' \"'.,('',, ,00 228.00 358.00 ! A APPROVAL 1!NSP. _,___ __ DATE /f4fi CLEARANCE _____ , CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 C~¥r~~ PERMIT APPIJCATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PLANCKD 1. PERMIT NPR VAIJD.BY _____ =-'-'.....,._,_""""..__ DATE From List 1 (see back) give code of Permit-Type: ___________ _ C-PRMT For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: _____________________ _ Net Loss/Gain of Dwelling Units __________________ _ FOR OFFICE USE ONLY mt o. CHECK BELOW IF SUBMfITED: D 2 Energy Gales D 2 Structural Gales D 2 Soils Report D 1 Addressed Envelope ASS&SSOR'S PARCRL ~ K-~~E DESCRIPTION OF WORK lrJ-c-, , 'Z> V PROPOSED USE SQ. Ff. # OF STORIES / # OF BEDROOMS # OF BATHROOMS :{. WN IACI PERSON (1f different from applicant) NAME (last.name first) ADDRESS STA1E NAME (last name first) Sm t+h. Nephe.w D,I") ::rorADDRESS 2 777 CITY &r Is bCi. d STA1E C J4 ZIP CODE <q-:ioo~ DAY 1ELEPHONE 6. coN1RACluR NAME (last name first) ADDRESS CITY STA1E STATE LIC. # ZIP CODE LICENSE CIASS DAY TELEPHONE CITY BUSINESS LIC. # DESIGNER NAME (last name hrst) CITY STATE ZIP CODE ADDRESS DAY TELEPHONE STATE LIC. # 1. WOIU<ERs' coMPENSNl1oN Workers' Compensat10n Declaration: I hereby affirm that I have a certificate of consent to self-msure issued by the Director of Industnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DA1E Ceruhcate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation laws of California. SIGNATURE DATE 8. oWNElt-B01IDER DEci.ARATION Owner-Builder Declaration: I hereby afhrm that I am exempt from the Contractor's License Law for the foliowmg 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.). D D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 License 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 THIS s£cn6N 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? DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 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 nm ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY Nar BE~ AFfER JULY 1, 1989 UNLESS nm APPLICANT HAS MET OR IS MEETING nm REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICES AND nm AIR POILUTION OONTilOL DISfRICT. 9. OONS"1'RUCI1oN LENDING AG£NCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) C1VI! Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLlCAN I CEkliFICAIIDN I ceruly that I have read the apphcanon and state that the above mtormanon 1s 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.50 AGREE 10 SAVE INDEMNIFY AND I<EEP HARMLESS nm crIY OF CARlSBAD AGAINST AIL LIABIIJ.TIES, JUDGMENTS, OOSI'S AND EXPENSES WlilCH MAY IN ANY WAY ACCRUE AGAINST SAID crIY IN OONSEQUENCE OF nm GRANTING OF TIIIS 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 such permit is suspended or abandon at an time after the rk is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE .,..,,, . .-,-z-DATE: ___ _ 0 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING e PLANNING U/M WATER t>LAN CHECK#·: · CB94ll3-2 DATE: 11/10/94 PERMIT#: CB941132 PERMIT TYPE: ITI PROJECT NAME: INSTALL RACK SYSTEM ADDRESS: 2777 LOKER AV WEST CONTACT PERSON/PHONE#: MW/RICK/ 458_-9440 SEWER DIST: CA WATER DIST: CA ------========-================================================ INSPECTED BY: INSPECTED BY: COMMENTS: ~~~~ECTED: 11!1c/t;t..fAPPROVED v:ISAPPROVEri _ DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 /0 / 7-0/ q<-/ JURISDICTION: .C#-L.StAD PLAN CHECKER OFILE COPY OUPS ODESIGNER PLAN CHECK NO: 1'--1-1/3.L SET: :IJI.. PROJECT ADDRESS: 7-777 LO/<.c...Z A-//£. WEST ---'---------------~----_..;_-- PROJECT NAME: __________ R...~A~C._/c.._S _________ _ D D 0 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~ion1 s building codes when minor deficien- cies identified Be..LOl,,J 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 corre~ted plans are submitted for recheck. The applicant 1 s copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O·The applicant 1 s copy of the check list has been sent to: -~ Esgil staff did not advise the applicant contact person that plan check has been completed¥r O Esgil staff did advise applic t at the plan check has been completed. Person conta t : ___________ _ Date contacted=------~F--Telephone# _______ _ ~ REMARKS :_::..:~...r..=....._....=..l~=~=ri-~...LJ..:=::.c.L~~..:.c......::::::!..!..1:.!.:..:::::~......L:,;;:.~~- By: P£7'f_ FtSCJ-f-Se, ESGIL CORPORATION 0GA OcM 0PC Enclosures: LOG- DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 I 9) 560-I 4-68 JURISDICTION: fol11/2y CA-i(.L.S BAD PLAN CHECK NO: 9'-/-I 13 7__ SET : ft-- PROJECT ADDRESS: __ ~2~7~7~7-~L~o~~~-=--4:V..,__,£=-~½=L-Ll=--:...T __ PROJECT NAME: ____ _._M~c=/c---,,a.S ________ _ D D D D The plans transmitted herewith have been corrected where necessary"-and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the 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. 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: E D w 11\J STD c..K /J £fl..6 E&, · I 2.. Y2-S M/LU /fV£. tt:.11--6 C,./ftN6 CA °II 7tD O Esgil staff did not advise the applicant contact person that plan check has been completed. ~ Esgil staff did been completed. advise applicant that the plan chec~ has \ Person contacted: ,&woy · /u.fl Wl85Clc:f-J Date contacted: /()-(;;} qlj Telephone # (Boo) 9Y7 5300 D REMARKS: _________________________ _ By: fErr, etSC..HVs, Enclosures: -----------ESGIL CORPORATION ( D ( 'f 0GA OcM OPC . -- ·-... JURISDICTION: <;A&l.S &Ao Date plans received by plan checker: -: IOl'·-//4y PLAN CHECK NO.: 9'-/-113 2. .::ZZ:::Date plan recheck completed: IO////CJl.(By: P£TE t=ISU-1£& PROJECT ADDRESS: __ ....;Z.;._7.;.....;.7....;7 __ L_O..:..f:_....:c.fZ=....;::a..,__;;.,1V,.:__;;E=---===W::..,f...,S...,_T ____________ _ TO: f=f)WIIIJ sroc.1:::.../!,~ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE 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 ~pproval of the plans does not permit the violation of any state, county or city law. A. ~ Q Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: £S6-IL D1;,er r:\ To facilitate rechecking, please identify, \.J 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. ({§§) nTL£ -z_y V!f,&tFlf.P <iiP 5££ 77t£. @ 0151/1,(N Form No. RPCS.4129O CONT. DI SMlED ,4C.c,E5 5 BY Vt€ ('. ITY C>i<.{ 61N,tt_ (d)S,,,-Mf/VT /:", The following items have· not been resolved '-..J from previous plan reviews. The original correction number has been given for your reference. Ia sase ym1 l'iid aot kiiep a '1~Y e:f the prior eea:eetieea list, ue ha;rl".Q enelesea tllese Fages een4eaiai:ag tile stiJ.+. eut.eteafteing eerreetiens. 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. _____ Y.es ___ -..:NO CQ,neLtA-NC..£ TD ff le-(:I £CD -//32.. :Jr s CLIP CC(,P 15 · NO Me0v 0/'-..( 6 II'\/ /< e C ftf_ C. /<:... c... (/ Fc:fi... k :::: <... .:: /O'L ON /CV,.e_ IN TifE_ U$C 51.£) cf:;... l!>oTl+ co~ IN£[;) s ~t"V 5 77f£ s ltOw 77 '"Lt 6 ,, r+, 6 C/\1._C...S 7/f€_ !3, I"' ,s, '-/ 4 (N DE.T>ttL .s Th s (ON/Vf.. C.{l<Y\J ON 77H.. ''s ,, .,:. ti")-= .3 IS J< 2..6 /c.St X f-33 :::.. /0,9'' 0 f?... E c. fH_ c. /::'-TH£ Y-AXIS /!:,£1V01N 0/V cfLc c..o p . c...( - 7'-,e. { (_ 6 C..€-<...a40 f._ MOl IV£_ (OA/.:) /lt)(.l(L) £_, U::S.S Q#---::: Iv-Jo /"'oS. T CF LOAD /,,JI LC G-o 11-t-£.. '13 (( C.0<....Ul""N ' r ' .. ' ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: QAPPLICANT JURISDICTION: CARLSBAD ~ OPLA~ OFILE COPY QUPS QDESIGNER PLAN CHECK NO: 9Lf-/13'L SET: I PROJECT ADDRESS : _7_ . ....;;7_7_7 __ l~0=&/<,--=,_.;.____,,4_.__l/=£..___,t-v~ES=--T'----- PR0JECT NAME: ___ ~~.;...:_....___).,._ _________ _ D D D ._o 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 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. The applicant's copy of the check list is enclosed for the jurisdiction to return to the. applicant·contact person. ~ The applicant's co~y of the check list has been sent to: _E.._Q~/,,J~lrJ __ ~~--=------1=.Je..6.--~~----------------···· . . . /'dl-Q5 ffh//j Aw.: -=tPl/-6 CI-/INO C4 917/ 0 O Es·gil staff did not advise the applicant contact person that plan check has been completed. ~ Esgil staff did been completed. adv~se applicant that the plan check has 'Porvb~) Person contacted: £04,,N sroc):::_t£&-<...-£.& (; ..--· -~~ C/~J34L/ Telephone # (?6~) s-c/0 tf'i~O Date contacted: D REMARKS: _________________________ _ ~Y: P£T£ BS.c.fM ESGIL CORPORATION LJGA DCM D PC Enclosures: q/{, --------- 9Y-((3,c.._ PLAN aIECIC RO.: ______________ _ JURISDICTIOH:___,CARLSBAD===;._----------- PROJECT DATA OCCOPAliCY: _________ 2..._7_· _________ _ BOILDDIG USE: _______________ _ 7 TYPE OF C:OHSTRIJCTIOH: ___________ _ ACTUAL AREA: ________________ _ AI..ImABLE AREA:. _______________ _ SIORIES: __________________ _ HEIGHT: __________________ _ '7 SPRIHKLERS: ________________ _ OCClJPAN.r LOAD: ---------------- Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: __ Cf....;./2..;../_,;3 /c_f_Y'---_B.y: f &?t-FtS C..Hfls. Applicant contact person: FORmiORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Jj:lectrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. 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, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled· '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. 303(c), 1991 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, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. MOTE: PAGE RUHBERS ARE HOT IH SEQUEHCE AS PAGFS HAVIHG RO rrEMS NKEDDIG CORRECTIONS WERE DELETED. LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC I Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). 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. G Plans and calculations shall be signed by the California state licensed engineer or architect S / 6t'-I where there are structural changes to existing 1lt£ buildings or structural additions. Please include the California license number, seal, Lf'<'(ov1 date of license expiration and date plans are Pc..AN signed. Business and Professions Code. I I I 0 I· Provide the correct address and suite number of tenant space on the plans. Section 302(d}. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with c-µrrent Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 re.quires:; the Building Official to determine the total value of all construction wo;-k 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 a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or r_ernodel} within the building. 8 4/92 G G t I· .( On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area· and the occupant load of the remodel areas end the flgo;i;: • 1:iere the -t:er1e:11t iflll!F0•,•0H10Rt:. ie loee:eed. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities ,md processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B FOssible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 90l(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, -they shall be constructed of not less that required for a one-hour occupancy separation. Section 404, The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on.the Title Sheet of the plans that this project shall comply with. Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d}. Indicate the use of all spaces adjacent to the area being remodeled or improved. 20. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 2 Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 2 All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. Misa:r.LANmJS ~ Please see additional corrections or remarks \...:7 that follow. ~ To speed up the recheck p~ocess, note on this \7 list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. r,;;,.. 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 check. ___ -_Yes _____ N.o The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, california 92123; telephone number of 619/560-1468, to perform the.plan check for your project. If you have any questions regarding these plan check items, please contact. ________ _ -=-----,-.,.....----'P.__E .... lk...~ ___ E<.....:.t.:;..>-=C'-'-fftg:_.,_.· ""'-"'----at E sgil Corporation Thank you. Enclosures: !. __________________ _ 2. _________________ _ 3. _________________ _ 6/25/93 7 us, AS T1f£ DIS L E.S ·win+ ::r-£· c.J::S P!V< I /t:lL ,... XIT1tvC s 11..e. cw 77+-f__ PLANS t NTfft..C (OLV,#\N CITY O'F /Ill hf £(_[;)£.,D CONNEC (Of\/'/. C fJ 9Y-//J 7--:r: :tit) ffcOV/DIE.. C;fc__c. c::; FfYc__ Y -A'x'tS J\,'\OMFl\/tS ON /ft_(_ COLV""'..V j' {(_\; ~ /!'l ") l.J 717:fV U / ~ rfoe.tLC)f\JT>'tf_. S ~v 'TS' A I T1tE-,/)( '1·6<>NAf ( XNCLU.OF kt.L Tte.ANS V,: J? .3 f!;... ( OA.,o I fl/(; jJ £7/.µ£.EAJ sup,oCJA..:..,r,z ruc..H-AS 77-ft /=Ul...(_ LtJAJ") Pl..2... f..~VEL ,4,vo 77H 6 e. t= CCe. N 7',e-/C < TY I ,v D£T>4/L A - .. - •J ., ,. A. B. C. DISABLED ACCESS REQUIREMENTS FOR REMODELS1 (includini: alterations, structural repairs, additions, tenant improvements and occupancy chani:es) GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, ({)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitary facilities serving the rem~eled area. 5. Existing drinking fountains and telephones serving the remodeled area. REMODELS VALUED LESS THAN $79, 1192 When remodels are valued at less than $79,119, the total access compliance may be limited to the specific area being remodeled (i.e., "new" work), provided the following conditions are satisfied: 1. The cost to upgrade the existing elements (described in A.2, A.3, A.4 and A.5 above) exceeds 20% of the cost of the proposed project, and 2. The enforcing agency determines that "an unreasonable hardship" exists (see the attached Form HCA-I, to be completed by the applicant), and 3. The plans must still show upgrades to the existing elements, but only to the point where the cost to do so will equal 20% of the cost of the proposed project. In choosing which elements to upgrade, the following priority list should be used: (a) Entrance to the building (b)Route of travel (c)Restrooms (d)Public telephones (e)Drinking fountains (f)Other elements, such as parking, alarms, signage, etc. REMODELS $79,119 AND HIGHER2 When remodels are valued at $79,119 and higher, access compliance is required for the specific area being remodeled (i.e., "new" work), and for the existing elements (described in A.2, A.3, A.4 and A.5 above). Under some circumstances, certain existing elements (such as restrooms) need only comply with "equivalent facility" provisions in Title 24. This may be granted if the enforcing agency determines that "an unreasonable hardship" exists. D. REMODELS ABOVE OR BELOW THE FIRST FLOOR Certain types of facilities were formerly exempt from accessibility requirements when they were above or below the first floor, but are now no longer exempt. These "special facilities" are: I. Offices of physicians and surgeons 2. Shopping centers 3. Office buildings 3 stories or more high or more than 3000 square feet per story. 4. Other buildings 3 stories or more high or more than 3000 square feet per story, unless a reasonable portion of services sought and used by the public is available on an accessible level. In alteration projects involving buildings described above that were previously built without elevators, areas above and below the first story must be accessible. However, the 20% provision described in item B.3 above applies, even if the overall construction value exceeds $79,119. Note: If a remodel does not consist of one of the "special facilities" above, and occurs on a level not served by an elevator or ramp, compliance is still required as shown in items A. l, A.2, A.3, A.4 and A.5 above. 2Note: In detcnnining the value of a remodel, the total costs of all improvements since January 26, 1992 along the same path of travel must be included (even if the previous remodels were done by other tenants). The 20-percent provisions for determining if upgrade costs arc disproportionate and for detcrming the amount to spend on upgrades shall be based on this total value. Please complete the attached declaration form (Form DPCC). DATI 4/18/94 1Base<l on the provisions in Title 24, Part 2 of the Califomia Building Code, Effective April I, 1994. SCOPE: DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24, appljcable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with physical disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used · by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk lntended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other improvements, these s·tandards apply to all additions, alterations and struc~ural repairs. These standards incorporate the requirements covered in Title II and Ill of the Americans with Disabilities Act of 1990. Items preceeded with an asteri~k (*) are exampl~s of changes that have occured since the previous regulations. NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. SITE ACCESSIBILITY: A. Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. B. " When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. C. At every primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate'the direction to accessible building entrances and facilities. D. Where stairways occur outside a building, see section 3306(q) for requirements. DISABLED ACCESS PARKING SPACES: A. " The required number of accessible parking spaces in new facilities * (or in existing facilities where a change of occupancy occurs) is as follows per Table 31 A: 1. * 1 for each 25 spaces up to 100 total spaces. 2. 1 additional space for each 50 spaces for between 101 and 200 total spaces. 3. 1 additional space for each 100 spaces for between 201 and 500 total spaces. 4. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required. 5. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. 6. If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 9'0" parking area and 5'0" loading and unloading area. There is !!.Q. requirement that this space be identified or reserved for the exclusive use by persons with disabilities. B. " Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall be accessible. See section 3107 A(a)3.a and b. C. " Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility entrance. The space requirements of section 3107 A apply to facilities with valet parking, per section 3108A(c). D. * Accessible spaces shall be located as follows, per section 3107 A(a) 1: 1. On the shortest possible route to an accessible entrance when serving a particular building. 2. On the shortest route of travel to an accessible entrance of a parking facility. DA1/NR/G Non-Residential Access Requirements Plan Review Correction List Page 2 April 15, 1994 3. Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. · Note: This section does not apply to existing facilities where local ordinances preclude requirements unless a change of occupancy occurs. E. Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloaping area on the passenger side of the vehicle. When more than cine space is provided, in lieu of providing a 14;0" sp·ace for each space, two spaces can be provided within a 23'0" area with ·a 5'0" loading zone between each 9'0" wide space. Each space is to be a minimum of 18'0" in depth. See section 3107 A(b) 1. NOTE: See Figures 31-18A, 31-18B and 31-18C .. F. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section 3107 A(b)3. G. .. The maximum slope of parking surfaces in any direction shall not exceed 1 /" per foot (2.083%) per section 3107 .1 (b)4. The maximum slope at the passenger loading zone shall n6t exceed 2 %. H. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade. Signs may also be centered· on the wall of the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107 A(b)2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per section 3107 A(c). In addition, each accessible space is required to be marked with the international symbol of accessibility. I. An additional_ sign shall also be posted in a conspicuous place at each entrance to· off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" with lettering not less than 1" in height. Per section 3107 A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ____ or by telephoning ____ " J. Where provided, all passenger loading zones and at least one vehicle access route from site entrances and exits shall have a minimum vertical clearance of 114" per section 3108A(b)2. K. Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107A(b)3. · L. All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8'2" where. required for accessibility to accessible parking spaces. M. * A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107 A(b)2. All such spaces may be grouped on one level of a parking structure. N. * Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per section 3108A(b). CURB RAMPS: NOTE: See Figures 31-19A through 31-22. A. Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way crosses a curb per section 3106A(e). B. Curb ramps shall be a minimum of 48" wide with a maximum slope of 1: 12 (8.33 %), per sections 3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a 1 / " lip be beveled at 45 2 degrees. C. * The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb ramp or the slope of the fanned or flared sides shall riot exceed 1 :8 (12.5%), per section 3106A(e)4. D. The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent sidewalk finish per section 3106A(e)6. E. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3 / " on center per section 3106 (el 7. F. • Detectable warnings extending t~e full width and depth of the curb ramp inside the grooved border if the slope is between 1 :15 (6.66%) and 1 :20 (5%), per section 3106A(e)8. This shall consist of raised truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35" DA/NR/G Non-Residential Access Requirements Plan Review Correction list Page 3 April 15, 1994 center-to-center. NOTE: See Figure 31-23. G. Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9. H. The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a maximum of 1:20 (5%), per section 31O6A(e). WALKS AND SIDEWALKS: A. B. C. D. E. F. G. H. I. J. * Walks sloping greater than 1 :20 (5%) must comply with the ramp requirements of section 3307 per section 3324(c)._ Walks shall be 48" minimum in width and have slip resistant surfaces. The maximum cross slope shall not exceed 1/" per foot per section 3324(a).3 If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of 1/ " per foot for distances not to exceed 20 feet. Abrupt level ch!nges shall not exceed 1/ " along any accessible route. When changes do occur, they shall be beveled with a slope of no greaterth!n 1:2. Level changes.of 1/" or less may be vertical. Note: If level changes exceed 1/ ", they must GOmply with requirements· of curb ramps. At each gate or d6or, a 60" x 60" level area is required when the gate or door swings toward the walk per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a door or gate that swings toward the walk. NOTE: See Figure 33-2. Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b). At walks with continuous gradients, level areas at least 5'0" long at intervals of 400 feet are required per section 3324(f). Grating openings are to be limited to a maximum of 1/" in the direction of travel per section 3324(b). Provide 36" wide detectable warning material at the 6oundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2. PEDESTRIAN RAMPS: A. B. C. D. E. F. G. H. I. J. K. A path of travel with a slope exceeding 1 :20 (5%) shall be considered a ramp per section 33O7(a.1 ). Handrails are required to be provided at each side of ramps. The maximum allowable slope for accessible ramps is 1 :12 (8.33%), per section 33Oi(e.1 )1. Provide the * least possible slope for all ramps. The maximum cross slope at walks and sidewalks shall not exceed 1/" per foot (2%) per section 3324(a)3. If the enforcing agency finds that an unreasonable hardship exi~ts, then the maximum cross slope may be increased to a maximum of 1 / " per foot (4%} for distances not to exceed 20 feet. Ramp surfaces shall be slip resistant, per se~tion 3307(9). Landings are required at the top and bottom of all ramps, per section 33O7(d.1 ). The bottom landing shall be a minimum of 72" in the direction of travel and the top landing shall be a minimum of 60" x 60". A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is required at direction changes exceeding 30 degrees per section 33O7(d.1 )6. When a door swings over the top landing, the minimum depth of the landing shall equal to the door width, plus 42", per section 3307 (d.1 ). " Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section 33O7(d.1). When the slope of ramps exceeds 1 :20 (5%), handrails are required at each side, per section 33O7(e.1 ). Handrails shall be 1 ¼" to 1 ½" in cross section and placed a minimum of 1 ½" from walls, per section 33O7(e.1). Per section 33O7(e.1 ), handrails shall meet the following requirements: 1 . Be continuous. " 2. Located 34" to 38" in height above the ramp surface. 3. Have 12" extensions beyond the top and bottom. 4. Ends shall be returned. L. If ramp exceeds 1 O'O" in length (and ramp is not bounded by walls, curbs or wheel guides shall be provided, per section 33O7(h.1 ). M. • Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco). per section 33O7(e.1 ). DA/NR/G Non-Residential Access Requirements Plan Review Correction List Page 4 April 15, 1994 ENTRANCES AND CIRCULATION: A. " All entrances and exterior ground level exits shall be made accessible, per section 3301 (h}. B. " When a building, or portion of a building, is required to be accessible (or adaptable). an accessible route of travel shall be provided to all portions of the building, to accessible building entrances and between the DOORS: A. B. C. building and the public way. See section 3103A(i}2. · Per section 3304(f}, every required passage door shall have a minimum 32" clear width. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304(c. l}. Per section 3304(i.1 },regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than 1/" lower than the threshold of the doorway. -Note: An exception is permitted for exterior landings, whi6h may slope up to 1/ ff per foot (2%) in any direction, for surface drainage, per section 413. 4 D. E. F. G. " H. ,. J. * Per section 3304(c.1 ), all hand-activated door opening hardware shall meet the following requirements: 1. Shall be centered between 30ff and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. The lower 1 Off of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 1 0" high smooth panel on the push side of the door. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32ff clear opening and remain unlocked during business hours. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304(i.1): 1. Extend 24 ff past the strike edge of the door for exterior applications. 2. Extend 18" past the strike edge of the door for interior conditions. 3. Extend 12ff past the strike edge on the push side if door has latch and closer. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 degrees, per section 3304(i.1 ). Doors in series shall swing either in the same direction or away from the space between the doors. Maximum effort to operate doors shall not exceed 81/ pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at rigfft angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304(i.2) 1. Per section 3304(i.1 )2.8, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44ff if doors don't have latches or closers} in the direction opposite the door swing. NOTE: See Figure 33-2. K. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304(i.1 }2D(1 }. SPECIAL HAZARDS: A. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12ff maximum from 27" to 80" above the ground surface or finished floor. 8. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" ( I_ 1 "} above the DA/NR/C· Nan-Residential Access Requirements Plan Review Correction List Page 5 April 15, 1994 surface of the walk or sidewalk. C. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuous detectable warning which is 36" in width. The surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35". D. At transit boarding platforms, the pedestrian access shall be identified with a directional detectable texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit vehicles. NOTE: See Figure 31-23. E. If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be 1 / ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire edge of the ~xposed edge and trim shall comply with the _ requirements for changes in Jevel. STAIRWAYS AND HANDRAILS: A. Handrails are required on each side of stairs, per section 3306(i.1 )1. B. * Handrails shall be located 34" to 38" above the nosing of the treads. C. Handrails shall extend a minimum of 12" beyond the top nosing and 12"-plus the tread width beyond the bottom nosing. D. * The handgrip portion of handrails shall not be less than 11 / " nor more than 11 / " in cross sectional dimension or the shape shall provide an equivalent gripping Jurface. The handgrip2portion shall have a smooth surface with no sharp corners. E. * Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. F. Per section 3306{p), approved stairway identification signs, showing whether or not a roof access exists, the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The information is to be shown using raised Arabic numerals and raised braille symbols which conform to section 3105A{e)3. The sign shall be located approximately 5'0" above the floor landing and readily visible when the door is open or closed. G. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all treads shall be marked .. H. * Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/ " past the face of the riser above. Risers shall be solid {open risers are not permitted). 2 I. * Per section 3306{i.1 )2F, handrails projecting from a wall shall have a space of 11 / " between the wall and the rail. Handrails may be located in a recess maximum 3" deep extending at leatt 18" above the top of the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco) per Sec. 3306(i.1 )2.F. ELEVATORS: Per section 5103{d.1 ). in buildings two or more stories in height. served by elevator(s). all elevators shall comply with the requirements contained in Chapter 51 of Title 24. A. B. C. D. * Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the car to the floor landings with a tolerance of ( + /) 1 / " under normal loading and unloading conditions. The clearance between the car platform sill and ttie ~dge of the hoistway landing shall be not greater than 11 / ", per section 5103(d.1 )1. Th~ minimum clear width for elevator doors shall be 36", per section 5103(d.1 )3. Doors shall be provided with a door reopening device, which will function to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing. See section 5103(d.1 )4 for additional requirements. Per section 5103(d.1 )6, the elevator car inside shall comply with the following requirements: 1. The minimum clear distances between walls, or between the walls and door, excluding return DA/NR/G Non-Residential Access Requirements Plan Review Correction List Page 6 April 15, 1994 panels, shall be not less than a. 80" by 54" (for center opening doors) . . b. 68" by 54" (for side-slide opening doors). c. Minimum distance from walls to return panel shall not be less than 51" NOTE: See figure 51-A for further details. E. A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = ( + 1)1 •. F. Call operation buttons2 shall be within 3'6" of the floor. See section 5103(d.1 )8 for additional requirements. G. * Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design and safeguards are permitted by the State of California, Division of the State Architect, Access Compliance Section, the Department of Industrial Relations, .Division of Occupational Safety and Health, and any applicable safety regulations or other administrative _ authorities having jurisdiction. H. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift. See section 5107(a) for specific requirements. SANITARY FACILITIES: A. 8. C. D. E. F. * Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(b) 1. · · See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under unreasonable hardship. · (1) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable distance of accessible areas. (2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall. NOTE: See Figure 31-1 C. (3) Doors shall have a clear and unobstructed opening of at least 30". Per section 3105A(b)1.A, where separate facilities are provided for nondisabled persons of each sex, separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities are provided for nondisabled/disabled persons, such unisex facilities shall be provided ·for the disabled. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their accessibility needs per s~ction 3105A(b) 1.8. Per section 3105A(b)1.C., passageways leading to sanitary facilities shall have clear access widths as specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from the level and clear area. In addition, all strike edge clearance dimensions are required to be met. Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle 1/ • thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a·circlt, 1/" thick, 12" in diameter. Unisex facilities shall be'identified by a circle with a triangle superimposed on thi circle and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See section 3105A(b) 1.D. See 3105.A.(e) 10 for additional signage. MULTIPLE ACCOMMODATION SANITARY FACILITIES: A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(b) 1. 8. Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following: 1.. A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall at one side. . 2. A minimum of 48" long clear space shall be provided in front of the water closet if the compartment has a end opening door (60" is required for side opening doors). 3. Grab bars shall not project more than 3" into the clear spaces indicated. C. Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when OA/NR/G Non-Residential Access Requirements Plan Review Correction List Page 7 April 15, 1994 located at the end (and 34" when located at the side). See section 3105A(b)3.A.{iii). D. When standard compartment doors are used, with minimum 9" clearance for footrests underneath and a self closing device, the clearance at the strike edge as specified in section 3304(i.1 )2C. is not required. SINGLE ACCOMMODATION FACILITIES: A. * As per section 3105A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space as shown in Figure 31-12 (al and (b). Doors are not permitted to encroach into this space. · B. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or 32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the water closet. C. For bathrooms serving hotel guest rooms, see section 1214(d). RESTROOM FIXTURES AND ACCESSORIES: A. B. C. D. In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: 1. The height of the water closet seat shall be between 17" and 19". 2. The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. · 3. The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor. 4. The force required to activate the controls shall be no greater than 5 pounds of force. 5. In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503: 1. The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. 2. The force required to activate the flush valve shall be a maximum of 5 pounds of force. 3. The control mechanism shall be located a maximum of 44" above the floor. 4. A minimum of 30" x 48" clear floor space shall be provided in front of the urinal. Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5- 1504: 1. 2. 3. 4. A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. The clear space 'beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 34" All hot water and drain pipes under the lavatory shall be insulated. The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. 5. If self-closing valves are used, they shall remain open for at least 10 seconds. Showers and shower compartments shall comply with the requirements of sections 5-1505 and 3105A(b)5. and 6: 1. Compartments shall be 42 • in width between wall surfaces and 48" in depth with an entrance 2. 3. 4 . .. 5. 6. opening of 36" minimum. NOTE: See Figure 31-2A. Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls adjacent to and opposite the seat and mounted 33" to 36" above the shower floor. NOTE: See Figure 31-2A. When a threshold or recessed drop is used, it shall be a maximum of 1/ • in height and shall be beveled or sloped at an angle of not more than 45 degrees from the horhontal. The shower floor shall slope toward the rear of the compartment to a drain located within 6" of the rear wall. Maximum slope of the floor shall be 1 / • per foot in any direction. The floor surface shall be of Carborundum, grit faced tile or of material providing equivalent slip resistance. A folding seat located on the wall opposite the controls and mounted 18 • above the floor shall be provided. OA/NR/G Non-Residential Access Requirements Plan Review Correction List Page 8 April 15, 1994 NOTE: See Figure 31-2A. 7. The soapdish shall be located on the control wall at a maximum height of 40ft above the shower floor. 8. Showers in all occupancies shall be finished as specified in section 3105A(b)5 to a height of not less than 70" above the drain inlet. . 9. Where no separate shower compartment is provided, the shower shall be located in a corner with L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. 10. A flexible hand-held shower unit, with a hose at least 60" long shall be provided with head mounting height of 48ft A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism per section 5-1505. E. * Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60" long that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks of enclosures shall not be mounted on their rims. NOTE: See Figures 31-8, 31-9A and 31-9 8. F. Grab bars shall comply with the following per section 3105A(b)3.C.: 1. Grab bars shall be located on each side or one side and the back of the physically disabled accessible toilet stall or compartment. They shall be securely attached 33" above the floor and parallel except where a tank-type toilet is used which obstructs placement at 33", the grab bar may be-installed as high as 36ft. 2. Grab bars at the side shall be located 15~ to 161/ " i+ / 1 ft) f_rom the center line of the water closet stool and be at least 42" long with the front endiosit1oned 24" in front of the stool. Total length of bars at-the back shall not be less than 36ft. 3. The diameter or width of the grab bar gripping surface shall be 1 1/ ft to 11/ ft or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall,4the spa~e between the wall 1 . and the grab bar shall be 1. / ". 4. See section 3105A(b)3.C.(iiif for structural strength requirements. NOTE: See Figures 31-1A, 311 B, 31-1 C, 31-2A, 31-9A and 31-98. G. * Per section 3105A(bl and (c), where lockers are provided for the_public, clients, employees, members or participants, at least one and not less than 1 % of all lockers shall· be made accessible to the physically · disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers. H. Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors shall be mounted with the bottom edge no higher than 40" above the floor. · I. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per section 3105A(b)4.C. DRINKING FOUNTAINS: A. Where water fountains are provided they shall comply with section 3105A(dl 1: 1. Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. 2. The alcove in which the water fountain is located shall not be less than 32" in width and 18" in depth. 3. See section 1507 of the California Plumbing Code for additional requirements. NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. TELEPHONES: A. Where public telephones, or public pay phones, are provided they shall comply with the requirements of section 3105A(d)2: 1. A clear space at least 30" x 48" that allows either a forward or parallel approach by a person . 2. 3. using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects . One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. If telephone enclosures are provided, they may overhang the clear floor space required. See DA/NR/G Non-Residential Access Requirements Plan Review Correction list Paga 9 April 15, 1994 Figures 31-4 (a), (bl, and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord from the handset shall be at least 29" long. 4. The highest operable part of the telephone shall be 48" maximum as specified in section 3105A(h)4C and D and Figures 31-5C and 31-50. Telephones mounted in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. 5. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of public phones are provided, then at least 25%, but always at least one per bank, including closed-.circuit telephones ·in a building or facility, shall be equipped with a volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above . normal. 6. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. 7. * If four or more public pay phones are provided and at least one is at an interior location, then at least one interior public text telephone complying with section 3105A(d)2l(ii) and (iii) shall be provided, per section 3105A(d)2l(i). Also, they are required for stadiums, arenas, convention centers and covered malls. 8. Text telephones shall be identified by the international TDD symbol (See Figure 31-14). Directional signage is required to be provided, adjacent to all banks that do not contain a text telephone, indicating the location of the nearest text telephone: If a facility has no banks, the signage shall be provided at the building entrance or building directory. NOTE: See Figures 31-4 (a}, (bl, (cl and 31-5A, C and D for required specific dimensions. DA/NR/G REMODEL OR TENANT IMPROVE~ENT CONSTRUCTION VALUATION The Building Official is mandated by St~te law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the tot~l value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, he~ting, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a} · *********************************************************************** APPLICANT PLEASE COMPLETE SITE ADDRESS PLAN CHECK NO. ------------------- DES CR IP TIO N OF PROPOSED WORK -------------------- AREA OF PROPOSED WORK ·, D REMODEL -----------------0 TENANT IMPROVEMENT -----------0 ADDITION ----------------INCLUDES: NEW SUSPENDED CEILING NEW HVAC NEW FIRE SPRINKLERS NEW PARTITIONS NEW PLUMBING NEW ELECTRICAL 0 YES DYES D.YES DYES DYES DYES D D D D D D NO NO NO HO NO NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?[ ]YES [ ]NO ITEMIZED COST ESTIM.~TE IS ATTACHED ( ] YES [ ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING",-ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:$ . THIS VALUE IS BASED ON: . . D DESIGNER Is ESTIM..2\TE. er CONTRACTOR Is ESTIMJ\TE 0 OTHER, DESCRIBE BASIS -------------- THE ABOVE INFORMATION IS TRUE AND CORRECT 0 APPLICANT 0 DESIGNER 0 CONTRACTOR ********************************************************************** PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE O YES D NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION .VALUE. 0 YES O NO BY: -----------------DATE: ----------------- 4/22/85 Dates C,/f3 /qy Jurisdiction CARLSBAD Prepared by, P£Tf... P,3.C..~ VALUATION AND PLAN CHECK .FEE o Bldg. Dept. 0 Esgil PLAN CHECK NO • ____ 9,.._'-1,__,,.....___.__!1 __ 3_2..._ BUILDING ADDRESS L 777 LC)~ /l-V£ '-'JES, APPLICANT/CON-TACT ________ PHONE NO. _______ _ DESIGNER PHONE ------BUILDING OCCUPANCY ___ 7 ____ _ TYPE OF CONSTRUCTION ? CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE -MULTIPLIER (G4C_.f:::_ . I/A-LUE. PIE.I<... Af'pLf(A1)0N L;oooo . . . . Air Condi tionini? Commercial . @ ~ Residential · . @ : Res. or Comm. Fire· S-orinklers @ Total Value <-(O 1 000 Building Permit f'ee $ _________________ __,;jt._.;;..3....:.1/___._'7_50 ___ _ Plan Check f'ee $ $ ?..,'Z..7 IB ____::;__ _________________ ___,;:;__ _____ _ COM MEN TS.__: ---------------------------- SHEET _L OF-I-- 12/87 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER -=-C=-8 _9__.( ___ -/;_1/._3_~_ ADDRESS ~) 7 / /o A4 ?- RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) . PLANNER ti. &Ncl--: I r DATE---'-''ll'---1//2_'/ Y __ TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE - COMPLETE OFFICE BUILDING DATE ~6ff ENGINEER _4/L _____ -_---¥--------DATE _1-,L.~-t~'y-'-r: __ -__ C:\ WP51 \FILES\BLDG.FRM Rev 11 /15/90 (; c~ity_ of Carlsbad - . Fire Department • 9421,7 Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, October 19, 1994 Contact Name Edwin Stockberger Reviewed by: ~ .?::::l .- Address 14180-1 Live Oak Ave City, State Baldwin Park CA 91706 Bldg. Dept. No. 94-1132 Planning No. Job Name Smith& Nephew Donjoy Job Address 2777 Loker ------------------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 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 Disapproved -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# 94217 -----File# _____ _ 2560 Orion Way • · Carlsbad, California 92008 • {619) 931-2121 ~ City of Carlsbad Fire Department General Comments: Date of Report: Wednesday, October 19, 1994 Contact Name Address City, State Edwin Stockberger 14_180-1 Live Oak Ave Baldwin Park CA 91706 • 94217 Bureau of Prevention Bldg. Dept. No. _9_4-_1_13_2 ___ _ Planning No. _____ _ Job Name Smith& Nephew Donjoy Job Address 2777 Loker -----------------Ste. or Bldg. No. ____ _ Final sign off contingent upon complianc~ with all requirements of per Mary Eriksen-Rattan's report. 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 STORAGE RACKS DRIVE-IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEISMIC ANALYSIS OF SELECTIVE RACK FOR SMITH & NEPHEW DON JOY 14180-1 LIVE OAK AVENUE 2777 LOKER A VE. WEST CARLSBAD, CA 92008 JOB #94-SSOR ' BALDWIN PARK CA 91706 TEL: (818)962-1162 . :- ARIZONA CALIFORNIA COLORADO IDAHO MISSOURI NEVADA ,, NEW MEXICO OREGON PENNSYLVANIA UTAH WASHINGTON FAX:(818)962-1279 MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-1 LIVEOAK AVENUE • BALDWIN PARK • CA91706 PROJECT_~S~M~IT:-:-H-:-:--:=:&=N:--:"EP-:-:-::H-:-::BN~D:"':".ON~~JO='l-{==--- STEWART HANDLING SYSTEMS FOR---~-------....,..,,,,__ __ SHEET NO. ___ 2 ______ 0F----:~~1 "'!e"7 __,..,,...,,._,.... CALCULATED BY PHIL DATE 1 0-19-1994 ------ TABLE OF CQ\JTENTS SCOPE: DESCRIPTION COVER SHEET TABLE a= CQ\JTENTS SCCFE PARAMETERS CQ\JFI GURA TI Q\JS CavlPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURN! NG BASEPLATE SLAB & SOIL SAFETY CLIP & WELDS PAGE# 1 2 2 3 4 -5 6-8 9 10 1 1 12 13 14 15 16 17 18-19 THIS ANALYSIS Q=THESTORAGESYSTEM IS TO DETERMINE ITS CavlPLIANCEWITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STOiAGE RACKS ARE PREFABRICATED AND ARE TO BE Fl ELD ASSEMBLED ONLY, WI THOJT A NY Fl ELD WELDING MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-1 LIVEOAK AVENUE • BALDWIN PARK • CA91706 PROJECT SMITH & NEPHRi\/ OQN ,IQY FOR __ ...;S:::..T:..:EYN.::::.:.:.~A~R~T~H.,J,:.A..wN ..... D_L_i..._N_G._.S ..... Y .... S .... I .... E-M .... S __ _ SHEET NO. 3 OF ___ 1_7 __ _ CALCULATED BY PHIL DATE1 Q-19-1994 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEJNG COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. ST ABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. TRIBUTARY AREA 3. BEAM TO COLUMN. .. ...... / .............. , ' 7--' 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. LONGITUDINAL TOP VIEW PROJECT __ S_M_I_T_H_&;..;...;..N __ E;;.;..P .... H=BN-=D.:..:OO~J~OL.1,¥ ___ _ FoR ___ S_T_BN_'A_R_T_H_A_N_D_L __ I __ N __ G,..;:;S;..:.Y,.:.ST.:...E=M~S"'--- MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818} 962-1279 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CA 91706 sHEETNO. ___ 4 _____ OF 1 7 CALCULATED BY __ P_H_I _L ___ DATE 1 0-1 9-1 9 94 SGL 36" X 180" --------- 1 000 lb 1 4 r I/ t 1,000 lb. ~ 3 180" t 1,000 lb. \ 2 ~ t 1,000 lb. I/ 1 L • 5" ,. , , 1201'-1 --k ,¥-36",I, SGL 48" X 180" ----------- 1 200 lb 1 4 r t V 1,200 lb. ~ 3 180" t 1,200 lb. \ 2 ~ t 1,200 lb. V 1 L • 5" ,. , , 120''-' --k MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALOWINPARK • CA91706 PROJECT SMITH & NEPHEW PCN IOY FOR STEW ART HANDLING SYBifMS SHEET NO. 5 OF __ ..J..J. ___ _ CALCULATED BY __ P..:.H .. IL=-----DATE! Q-19· 1994 SGL 48" X 216" -------- 600 lb. .. 4 1 f 600 lb. ~ 3 t 216" 600 lb. t-2 t 600 lb. ~ 1 54" L k "I 96" ~ " ,jt. 48"-,Y PROJECT_~S~M:!.!l~TH!..!..2&wN:.!!E:.!.P.J.HJ.!.EW;;;l.J.....:P~WLJ,.-',l.1l~QYJ....-____ _ FOR --~S:.:.,;TEW::.:;.:.:;AR:..:,T.:...:..:H:..::AN:..:;D~L:::.:.l.:.:N~G:.;;S:.:.Y~ST:..:.EM=S"--___ _ SHEET NO. --~6!.-------OF __ ......._ ___ _ MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY PHIL DATE1O-19-1994 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CA 91706 SGL 36"_X 18011 242# 322# .. 1,000 lb. SPEC! Fl CATI OJ -MAIN STEB.. 50000 PSI -BASEPLATE STEEL 36000 PSI -ANCHOR-WEDGE TYPE 1 / 2 x 3-1 / 2" MIN. EM BJ. -FLCXJR SLAB 5" X 2500 PSI. RBNFOR.CED 180" -SOIL BEARING PRESSURE 1000 PSF -SBSMIC ZONE 4. -TYPE= SING..E ROVV UNITS. -BASE SHEAR FORMULA = ZIC(wLL+w DL)/ Aw ,, r 181~ ~ 242# _..., 121# 161# ~ ... 80# .. L 4 t 1,000 lb. 3 t 1,000 lb. 2 t 1,000 lb. 1 5" 120" lu = 120" ~ " k-36"-,J, SECTIO\J AXIAL FCRCE MC1111ENT BEAM MOAENT 1 2,200 lb. 6,504 in.lb. 7,565 in.lb. <-standard conn. 2 1,6501b. 6,126in.lb. 6,695 in.lb. <-standard conn. 3 ·1,1001b. 4,764 in.lb. 4,993 in.lb. <-standard conn. 4 550 lb. 2,722 in.lb. 2,611 in.lb. <-standard conn. SGL 36" X 180" DESIGN LOAD= 1000# BASE PLATE COLUMN BEAM ...; ...; 3x3x14 G'.\. ...; 7 XS X .375 00..UMN 4 X 2-3/4 X 14 G'.\. Mbase= 6503 in.lb. MAX LO'\D/ LEVEL = 4,038 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL ...; HORIZONTAL v DIAGONAL ...; ...; ANO-KR STRESS= 0.95 2 .2 5 X 1 X 1 4 GI\ 2.25 X 1 X 14 GI\ PUNCT. STRESS= 0.33 # CF ANQ-fffiS = 2 STRESS= 0.16 STRESS= 1 .0 2 BS\JDING STRESS =0.67 PROJECT -~S:.!.!'.M.!.!..I T..!...WH...!::&~N:!::E!-PuH .. EWJl.¥..ID..uON..a.JL.~I i~a'-'-1/ ___ _ FOR __ ..::S::.:.T..:::BN~A:..:.R.:..:.T...:H~A..:.:N~D:::..:L=l.:..:N=G:..:,S~Y-S..._T_Ew.,M...,S __ SHEETNO. __ ...:7~ _____ 0F __ _.1...,7 ___ _ MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 CALCULATED BY PHIL DATE10-19-1994 $Gk 48"_X 180" SPECI Fl CATlO\I -MAIN STEEL 50000 PSI -BASEPLATE STEEL 36000 PSI -ANCHOR-WBJGETYPE 1 / 2 x 3-1 / 2" MIN. EM ED. -FLOJR SLAB 5" X 2500 PSI. ASNFORCBJ 180" -SOIL BEARING PRESSURE 1000 PSF -SBSMIC ZONE 4. -TYPE= SINGLE RON UNITS. -BASE SHEAR FORMULA= ZIC(wLL+wDL)/ Aw 1,200 lb. 286# rll 34 r I 1.200 lb. 1,200 lb. 5" 1 L 381# ... 286# ---+ 190# _,. 95# .. 12011----k ,t-48"-,J, lu = 120" SEGrlQ\J AXIAL FCRCE MCMENT BEAM MCMENT 1 2,600 lb. 9,272 in.lb. 9,756in.lb. <-st andar d conn. 2 1,950Ib. 7,239 in.lb. 7,935 in.lb. <-standard conn. 3 1,300 lb. 5,631 in.lb. 5,924 in.lb. <-standard conn. 4 650 lb. 3,218 in.lb. 3,109 in.lb. <-standard conn. SGL 48" X 180" DESIGN LOAD= 1200# BASE PLATE COLUMN BEAM ...; ...; 3x3x14 Gt\. ...; 7X5X.375 CX1UMN 4 X 2-3/ 4 X 14 GI\. Mbase= 6100 in.lb. MAX LClA.D/ LEVR = 4,038 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL ...; HORIZONTAL ...; DIAGONAL ...; ...; ANa-tffi STRESS= 0. 7 5 2.25X1X14Gl\ 2.25 X 1 X 14 Gt\ PUNCT. STRESS= 0.33 # a= ANa-tffiS = 2 STRESS= 0.32 STRESS = 1 .2 8 B8'JDINGSTAESS =0.67 PROJECT SMITH & NEPHE\1V Oc»l JOY FOR ST BNA BI HA NQI I NG SYST EWIS SHEETNO. --~-----OF ______ _ MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 CALCULATED BY _.J.P..1.H.u.l.i.l ----DATE 1 0-:I Q = i Q Q 4 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CA 91706 SGL 4 8 "_x.-212: SPEC! Fl CATI Q\J -MAINSTER -BASEPLATE STEB.. 45000 PSI 36000 PSI -ANCHOR-WEDGE TYPE 1 / 2 x 3-1 / 2 MIN. EMS -FL.OJA SLAB 5" X 2500 PSI. RBNFORCED 216" -SOIL BEA RI NG PRESS URE 1000 PSF -SBSMIC ZONE 4. -TYPE= SING..E ROW UNITS. -BASE SHEAR FORMULA= ZIC(wLL+wDL)/ Rw t t t 600 lb. 4 ., 600 lb. 3 600 lb. 2 600 lb. 1 154# I 115# ~ ~ ~ L 205# ~ 154# _.. 102# .... 51# .. 96"---,lk ""48"-.t lu = 96" SEGrlCN AXIAL FffiCE MOv1ENT BEAM MOv1ENT 1 1,400Ib. 5,005 in.lb. 5,441 in.lb. <-standard conn. 2 1,050Ib. 4,678 in.lb. 4,758 in.lb. <-standard conn. 3 700 lb. 3,638 in.lb. 3,459 in.lb. <-standard conn. 4 350 lb. 2,079 in.lb. 1,640in.lb. <-standard conn. SGL 48" X 216" DESIGN LOAD= 600# BASE PLATE COLUMN BEAM -.j -.j 3x3x14 G\. -.j 7 XS X .375 CXl.UMN 4 X 2-3/ 4 X 14 Gl\. Mbase= 5005 in.lb. MAX LQ!\D/ LEVa = 5,722 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL -.j HORIZONTAL -.j DIAGONAL -.j -.j ANQ--ICR STRESS= 0.52 2.25 X1 X14 GO. 2 .2 5 X 1 X 1 4 GO. PUNCT. STRESS= 0.20 # a= ANQ--lffiS = 2 STRESS= 0.17 STRESS= 0.58 BENDING STRESS =0.23 PROJECT SMITH & I\IEPHBA/ Oc»J JOY FOR ST EWA RT HA NOLI NG SYSTEMS MATERIAL HANDLING ENGINEERING SHEETNO. __ .w-____ OF __ ++---- TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 CALCULA TED BY _.L.pJ..iHU,.jll......_ ___ DATE 1 0 = 1 Q 1 Q Q 4 ,=-:....::...;.:.=-=--:....:.-=-:.N...:_:_::Sc.;::G=L ........ 4 8" X 1 8 0 ~2 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF SEISMIC SHEAR BASED ON STD 27-11 OF THE 1991 UBC WHERE V=ZIC[wDL+wLL]/Rw SEISMIC ZCNE = 4 Z= .4 I = 1 C = 2.75 Aw (LONGITUDINAL) = 8 Aw (TRANSVERSE) = 6 w DL = 100 I b. I NTERCCNNECTED UNI TS. CNGI T UDI NA L DI RECT I CN VI ong = .4 * 1 * 2 .75 * ( 4800 + 400 ) / 8 VI ong = 71 5 I b. Fi = V Whi/ IWh RANSVERSE DI RECTlCN VI ong = .4 * 1 * 2.75 * ( 4800 + 400 ) I 6 Vt rans = 953 I b. Fi= V Whi/ IWh TOT AL FRAME LOAD= 5,200 I b. = wLL. =WDL =V. 180" . 1· -., f f f • 5" I, . 1,200 lb 286# --4 - 1,200 lb. 214# 3 ~ 1,200 lb. r113# 2 1,200 lb. ~1# 1 .,L 120"·--k IU= 120" 381# ... r ~ 286# -... 190# ~ -a. 95# ... L i 48"_.,,, MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 PRoJEcr_..:::S:.:.:M~I..:.T.:...H:..:&:::....:.N.:.:.E=-P ..... H_BN ...... _o ..... ON .......... , .... ,a .... x: ___ _ FoR __ _;s;;..;T..;;;'eN;;;.;.;,;A..;.;R __ T.;.....;..H .... A __ N __ D .... L ___ tN ..... G_s_vs_r_EM_s __ _ SHEET NO. __ ...;1 .... 0 _______ OF 1 7 CALCULATED BY ___ P __ H __ l L ______ DATE10-19-1994 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-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 MOMENT). Vlong = 2 * Vcol = Vcol = F 1 = 36 I b. F2 = 72 lb. F3= 1071b. F 4 = 143 I b. 715 I b. 358 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 6100 in.lb. Mupper + Ml ow er = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ow er Mconn = [Mupper + MlowerJ/2 RES UL Tl NG FORCES ON COLUMN SECTIQ\J AXIAL LOAD MOV1ENT Mconn 1 2600 9272 2 1950 7239 9755 3 1300 5630 7935 4 650 3217 5924 F.2. I 1 45 in. Beam to Col.Conn. ) PROJECT SMITH & NEPHBN QQ\1 .IQY FOR ST EWA RT HA NDU NG SVST EMS MATERIAL HANDLING ENGINEERING SHEET NO. 11 A OF ___ j._.9.,__ __ _ TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 cALcuLArEo av --P-H~1_L ____ oArE 1a-19-1994 COLUMN ANALYSIS : 48 X 180 X-DIR ANALYZED PER SECTION 27-9 OF THE 1991 UBC STD. Pmax = 2.60 KIPS M1 = 6.1 "KIP M2 = 9.27 "KIP DETERMINE Pa aex = n:A2E/(Kxlx/rx)A2 = 111.13 aey = nA2E/(Kyly/ry)A2 = 31.31 at = (1 /AroA2)(GJ+(nA2ECw)/(Ktlt)A2) = 28. 7 6 Fe= ataex/(ot+aex} =22.85 Fn = Fe= 22.85 Pn= AeFn = 15.24 Pa= Pn/Oc = 7. 94 Qc = 1. 92 DETERMINE Ma Cb= 1.75+1.05[M1/M2]+.3[M1/M2]A2 =2.57 Me = Cb ro A (dey at)A.5 = 200. 68 My= Sf Fy = 39.65 Mc= Mc = My(1-My/4Me} = 37. 69 Mn= Sc(Mc/Sf) = 35.31 Ma = Mn/Ob =Mn/1. 67 = 21 . 1 5 COMBINED STRESS P/Pa =0.33 alpha= o. 94 Cmx = 1.00 P/Pa+Cmx*Mx/(Max*alpha} = 0. 79 k 1 13 II .. II ii 11_ Ae = 0. 667 Sc=0.743 Kx = 1.20 Ix = 54.00 Ky= 1.00 ly = 107.3 Kt = 1. 00 It = 54.00 < 1.33 I 1 A=0.781 t = 0.075 Ix =1.189 Sx = 0. 793 rx = 1.266 ly = 0. 918 Sy= 0. 518 ry = 1. 113 X = 1.228 m = 1.645 J =0.001 Cw= 2.338 j = 3. 380 ro =3.331 XO= -2. 8 70 E = 29500 G=11300 Fy = 50.000 * ALL ELASTIC SECTION MODULUS CALCULATED WITH THE CONSERVATIVE VALUE OF C IRREGARDLESS OF TENSION OR COMPRESSION, THEREFORE UBC STD 27-9 EQ. C5-1 GOVERNS. PROJECT _...;S:;.;M.:.:.:...:I T_H..;...::&_N~E=P_.H_..EW ............ D ... ON......,._ ...... l ..... Q .... ¥ ___ _ FoR ___ s_r_BN___,;.'A ____ RT ____ H __ A __ N __ o __ L __ 1N __ G_s __ vs ... r .... EMS ___ _ MATERIAL HANDLING ENGINEERING SHEET NO. 11 B OF 19 TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 CALCULATED BY __ P_H_I L ____ DATE 1 0-1 9-1 9 94 COLUMN ANALYSIS: 48 X 180 Y-DIR ANALYZED PER SECTION 27-9 OF THE 1991 UBC STD. 5398 IN-LBt-----6" 953 LB 101.3" -----6" 7.5" 1-48'~ LATERAL FORCE r 611 TRANSFERRED TO COLUMN FROM BRACE Pmax = 4.98 KIPS M1 = 0.0 "KIP M2 = 5.4 "KIP 1---113" 1 ,-;::z:::::z:=z==z:::z=:z:::z' r DETERMINE Pa clex = rr"2E/(Kxlx/rx)"2 = 111. 13 cley = rr"2E/(Kyly/ry)"2 =31.31 clt = (1 /Aro"2)(GJ+(n"2ECw)/(Ktlt)"2) = 28. 7 6 Fe= cltclex/(c)t+aex) =22.85 Fn = Fe= 22.85 Pn= Pa= Oc = AeFn = 15.24 Pn/Oc = 7. 94 1.92 Ae = 0.667 Sc=0.473 Kx = 1.20 Ix = 54.00 Ky= 1.00 ly = 107.3 Kt = 1. 00 It = 54.00 DETERMINE Ma Cb= 1. 75+1.05[M1/M2]+.3[M1/M2]"2 = 1. 75 CTF= Me= Cs A My= 0.6-0.4(M1/M2) =0.6 aexLJ+Cs(j"2+ro"2( c3t/c3ex)"0.5]/CTF = 5 8. o o Sf Fy = 25.90 Mc = My(1-My/4Me) =23.01 Sc(Mc/Sf) = 21.01 Mn/Ob =Mn/1.67 = 12.58 Mc= Mn= Ma= COMBINED STRESS P/Pa =0.63 alpha = 0.85 Cmx = 0.85 P/Pa+Cmx*Mx/(Max*alpha) = 1.06 < 1.33 I 3" ~-+ A=0.781 t=0.075 Ix =1.189 Sx = 0. 793 rx = 1.266 ly=0.918 Sy= 0.518 ry = 1. 113 X=1.228 m = 1.645 J=0.001 Cw =2.338 j = 3.380 ro =3.331 XO= -2. 8 70 E =29500 G=11300 Fy = 50.000 *ALL ELASTIC SECTION MODULUS CALCULATED WITH THE CONSERVATIVE VALUE OFC IRREGARDLESS OF TENSION OR COMPRESSION, THEREFORE UBC STD 27-9 EQ. C5-1 GOVERNS. PROJECT SMITH & NEPHE\A/ DQN ,IQY FOR STEWART HANDU NG SVSTFMS MATERIAL HANDLING ENGINEERING SHEET NO. 11 C OF 19 TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 CALCULATED BY PHIL DATE 10-19-1994 COLUMN ANALYSIS : 48 X 216 X-DIR ANALYZED PER SECTION 27-9 OF THE 1991 UBC STD. Pmax = 1.40 KIPS M1 = 5.01 "KIP M2 = 5.01 "KIP DETERMINE Pa aex = rrA2E/(Kxlx/rx)A2 = 96. 87 aey = rrA2E/(Kyly/ry)A2 = 11.87 at = (1 /AroA2)(GJ+(nA2ECw)/(Ktlt)A2) = 32. 38 Fe= cltclex/(clt+dex) =24.27 Fn = Fe= 24.27 Pn= Pa= nc = DETERMINE Ma AeFn = 11.16 Pn/Oc = 5.81 1.92 Cb= 1.75+1.05[M1/M2]+.3[M1/M2]A2 =3.10 Me = Cb ro A (cley dt)A.5 = 66. 14 My = Sf Fy = 2 4. 9 5 Mc= Mc= My(1-My/4Me) =22.60 Mn = Sc(Mc/Sf) = 22. 14 Ma= Mn/Ob =Mn/1.67 = 13.26 COMBINED STRESS P/Pa =0.24 alpha= 0.95 Cmx =0.85 P/Pa+Cmx*Mx/(Max*alpha) = 0. 58 Ae = 0.460 Sc= 0.489 Kx = 1.20 Ix = 54.00 Ky= 1.00 ly = 98.5 Kt= 1.00 It = 52.00 < 1.33 A=0.535 t=0.075 lx=0.748 Sx = 0.499 rx = 1. 182 ly = 0.212 Sy= 0.207 ry = o. 629 X=0.603 m =0.929 J =0.001 Cw =0.561 j =2.060 ro = 2.034 XO= -1. 530 E = 29500 G=11300 Fy = 50.000 *ALL ELASTIC SECTION MODULUS CALCULATED WITH THE CONSERVATIVE VALUE OF C IRREGARDLESS OF TENSION OR COMPRESSION, THEREFORE UBC STD 27-9 EQ. C5-1 GOVERNS. PROJECT--=S=M=IT:-:"'H':"':'":=&~N:-:E-:-P:-:H:-:-:BN::::-:--:-:D~ON-;:::-:-:J=O=l'f'="""' __ _ STBNART HANDLING SYSTEMS FOR-----:-:-~---------:-:~---11 D 19 MATERIAL HANDLING ENGINEERING SHEETNO. ---='!"'~ ____ OF--:-:~~~~- PHIL 10-19-1994 TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 CALCULATED BY ______ DATE _____ _ COLUMN ANALYSIS: 48 X 216 Y-DIR ANALYZED PER SECTION 27-9 OF THE 1991 UBC STD. 2891 IN-LBr ____ G' 513 LB 92.5' LATERAL FORCE r 6,.TRANSFERRED TO COLUMN FROM BRACE -----6' 7.5" -"L,'-----11 !3 " f-48''-I 1 .._ _ __. Pmax = 2. 94 Kl PS M1 = 0.0 "KIP M2 = 2.89 "KIP DETERMINE Pa aex = nA2E/(Kxlx/rx)A2 = 96.87 aey = nA2E/(Kyly/ry)A2 = 11.87 at = (1 /AroA2)(GJ+(n"2ECw)/(Ktlt)"2) = 32. 38 Fe= c3tc3ex/(c3t+c3ex) = 24. 27 Fn = Fe= 24.27 Pn= AeFn = 11 .16 Pa = Pn/Oc = 5. 81 Oc = 1. 92 Ae = 0.460 Sc= 0.201 Kx = 1.20 Ix = 54.00 Ky= 1. 00 ly = 98.5 Kt = 1.00 It = 52.00 DETERMINE Ma Cb= 1. 75+1.05[M 1 /M2]+.3[M 1 /M2] "2 = 1. 75 CTF= Me= Cs A My= 0. 6-0.4(M 1 /M2) = 0. 6 aex[j+Cs(jA2+roA2( c3t/c3ex)A0.5]/CTF = 2 6. 9 5 Sf Fy = 10. 35 Mc = My(1-My/4Me) =9.36 Sc(Mc/Sf) = 9.09 Mn/Ob =Mn/1.67 =5.44 Mc= Mn= Ma= COMBINED STRESS P/Pa =0.51 alpha= o. 62 Cmx = 0.85 P/Pa+Cmx*Mx/(Max*alpha) = 1. 24 < 1.33 1 r 11.625"1 ~-+ A=0.535 t = 0.075 lx=0.748 Sx = 0.499 rx = 1. 182 ly = 0.212 Sy= 0.207 ry = 0. 629 X=0.603 m =0.929 J =0.001 Cw =0.561 j =2.060 ro = 2.034 XO= -1. 530 E = 29500 G=11300 Fy = 50.000 * ALL ELASTIC SECTION MODULUS CALCULATED WITH THE CONSERVATIVE VALUE OF C IRREGARDLESS OF TENSION OR COMPRESSION, THEREFORE UBC STD 27-9 EQ. C5-1 GOVERNS. PROJECT SMITH & NEPHSM DQ\I JOY FOR ___ S~T.!...=.SN.':!.:u:lAu..RL.!.T-lHuA~N1,,,1,01..1ll1,,1.N_G.:S~YS .... T-E ... ~-dS_,_ __ SHEET NO. 12 OF ___ j,..7 __ _ MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 CALCULATED BY PHIL DATE10-19-19~4 ·-=---=-=a.=---a.4 " X 1 8 0: 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. I act= 120.0 in. I max= [1950 + 1200(M1 / M2)]b/ Fy SINCE M1 / M2 = 1.0 I max = 3 1 5 O * bl Fy = 1 7 3 i n. SINCE I max> I act Fb = .66Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVa DEPENDS O\J 1) BENDING CAPACITY M = Sx* Fb = w I "2/ 8 = 38148i n.l b. CAPACITY= 2(8* Ml I) = 50861 b. 2) MAXI MUM ALLONABLE DEFLECT I O\J (L/ 180). Ii = 5w l "4/ 384EI CAPACITY= 2[(384EI)/ (5* 180* l "2)J = 40381 b. 4" ~.75" t-1.75"~ t = .0750 in. Sx = 1 .1 5 6 i n. A3 Ix= 2.31 o in.A4 MAXIMUM STATIC LOAD PER LEVEL IS 4,038 lb. LLOWABLE AND ACTUAL BEND! NG MOv1ENT AT EACH LEVEL. Mstatic = WI A2/ 8 = LIVELrnD* L/ ( 2* 8) Mal I ow( static) = Sx * Fb Mi mpact = 1.125* Mstatic Mallow( seismic) = 1.33 * Sx * Fb Msei smi c = fvlconn (SEE LQ\JG ANALYSIS) LEVa Mst atic Mi mpact Mallow Mseismic Mallow RESULT 1 .125 Mst at ic (st at i c) (seismic) 1 9000 10125 38148 9755 50864 OCDD 2 9000 10125 38148 7935 50864 <XX)() 3 9000 10125 38148 5924 50864 <XX)(). 4 9000 10125 38148 3108 50864 OCDD 1.625" MAT ffil AL HA NOLI NG ENGi NEffil NG Ta: (818)962-1161 • FAX: (818)962-1279 14180-1 LIVE OAK AVENLE • BALDWIN PARK• CA 91706 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375"2n/4 = .150 ""2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN (PER USC SEC. 27-11 E3.3) Abrg. = t * D t = .0747 min. = .5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing = .St * 2.22 * Fu = 5,395# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110""3 Mcap = S * Fbending = .110 * .66 * Fy C = Mcap/. 75 = 1.59 P1 P1 = .839 Mcap = .0608 Fy = 3,044# > 3,000# SINCE PLUG GOVERNS P1=3,000# Mconn. cap.= P1 * 8.5 + P2 * 4.5 + P3 * .5 = 10.91 * 3,000# *1.33 =43,647 11# PROJECT __ S_M_I_T_H_&_N_E_P_H_8N __ D_ON_J_O_~_-_· --- STEWART HANDLING SYSTEMS FOR ________________ _ SHEET NO. 13 OF f9 ------- CALCULATED BY __ P_H_I_L __ DATE /() -t'f-1994 Mconn. ( Mupper ~ . . 0 0 0 0 BEAM TO COLUMN CONNECTION P1 Mconn . 'k 1" ) •••P2--~-+ I ~ C 1/2" r~ 1 5/8" 3"/ 1"eff. L-- Sbracket = .11 O"A3 C= P1 + P2 + P3 = P1 + (4.5/8.5)P1 + (.5/8.5)P1 = 1.59 P1 PROJECT SMITH & NEPHRJ\/ Q0(\1, IQY FoR __ ...:s::!..T!..;eN.;;::!.!,!:!'A~Rw..T...!H..!.l:A~Nu.iP-'.IL...i! .. Nl.\oG..is..,_y"'"'s..,_ri..iE ... ~-as..,__ __ SHEET NO. 14 OF __ ... 1..,7 __ _ MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180.ILIVEOAKAVENUE • BALDWINPARK • CA91706 cALcuLATEo sv PH1 L oATE1 a-1 s-1994 ING :SGL 48" X 180~ 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. _._ DI A GQ\JA L BRA CI NG : CO'v1PRESSI CN MEMBER L di ag. = [(L-6)"2+(0-2* BcoI )"2]'\5 = 65.2 Vdi ag =Vt rans* Ldi ag. / D = 1296# kl/ rmi n = [ 1 * 65.2 ] / .307 = 212.7 Fa =[12n "2Ej/ [23(kI I r)"2J = 3300 psi. f al Fa =Vdi ag/ (Area* Fa) = 1.28 DIAG:NAL AND HCRIZO.JTAL BRAQNG 1 L= 56 11 l Area= .308 "A2 rmin= .307 " t: .075 II W= 2.25 11 H= 1 11 PROJECT SMITH & NEPHFltV OQ\I IOY FOR __ ~S::?..!T..!.BN-;;!!,:J.!.A:l.!8.J.J!-L.HioA~Nu..P"""l.ulN.XliG""--IS ... YS ... I.,_.Fl\_,AS.,.__ __ SHEET NO. 15 OF __ j._.7 __ _ MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALOWINPAAK • CA91706 CALCULATED BY PHIL DATE1 0-19-1 994 48" X 180~ . .!:::!..~~...!..!..!.=...:=.:=.....:. ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C. STANDARD 27-11. FULLY LOA OED TOTAL SHEAR = 953 lb. Mot = Vt rans* ht * 1.15 = 953 * 135 * 1.15 r = 148005 in.lb. ~ Mst = r_wp * dt 2 = 4800 * 48 / 2 = 115200 in.lb. ~ Puplift = 1 (Mot -Mst )/ d = 683 lb. <-CRITICAL CF SHELF LOA OED L SHEAR = 238 lb. Mot = Vtop * h * 1.15 .f 4811 -,r = 238 * 1 80 * 1 .15 = 49335 in.lb. Mst = Wp * d/2 = 1200 * 48/ 2 = 28800 in.lb. Pup! if t = 1 ( Mot -Mst ) / d = 427 lb. USE 2 ea. 1 / 2 x 3-1 / 2" Ml N. EMBED. Ml N. EMBED. ANCHOR. 381# ., 286# ~ 190# --- 95# .. CAPACITYa= 1/2 x 3-1/2" MIN. EMBED. =550 lb. PULLOUT & 1810 lb. SHEAR COv1BI NED STRESS1 = 683 / 1100 + 4 76 / 3620 = 0.75 COv1BI NED STRESS2 = 427 I 1100 + 119 / 3620 = 0.42 MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 L 48" X 180" ....:..-=c..:.=.;==-~ PROJECT __ S_M_IT_H_&_N_E_P_H_BN __ D_ON_J_O_'/lf ___ _ ST BNART HA NOLI NG SYSTEMS FOR _______________ _ SHEETNO. ___ 1_6 ____ 0F ___ 1_7 __ _ CALCULATED BY __ P_H_I_L ___ DATE 1 0-1 9-1 9 94 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 SOL TS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 2600 I b. 8 = 7 in. Mb= 6100 in.lb. P/ A = Pcol / (D* 8) = 74.28 psi. D= 5 in. b = 3 in. M/ S = Mb/ ((D* 8'2)/ 6) = 149.3 psi. fb2 =2b/8*fb =85.36 psi. fb1 =fb-fb2=64.02psi. Mbase=wb1'2/2 =b1"2/2[fa+fb1 +.67fb2] Mbase = 390.4 in.lb. Sbase = 1 * t '2/ 6 = 0.0234 i n.'B Fbase = .75Fy * 1.33 = 36000 psi. f b/ Fb = Mbase/ (Sbase* Fbase) = .46 A NCHCR TENSION IMo = o T* d2=[Mbase-Pcol * b/ 2] T = Mbase/ d2 -Pcol * b/ 2d2 T = 550 I b. t = .375 in. b1 = 2 in. ra 1 1 1 l fb T ~ ~Pcol ~Pcol t= j_ IMbase d2--;; "f dl dl ~ .... PROJECT_...;S;;;.;M.:.;.l;..;T..:.H.:..&~N..;.;;E;;;;.P ..... H __ 8N ______ D_..ON___.J,_,O..._y,__ __ _ FOR __ ~S..;..T.;,;;;BN....;.;...A;.;..R.;..;.T...;H~A .... N __ D __ L .... l~N .... G __ S __ Y.;..;S ... T--EM=S----- sHEET NO. ___ 1_7 ____ oF 17 MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-IUVEOAKAVENUE • BALDWINPARK • CA91706 CALCULATED BY PHIL DATE 1 0-19-1994 ~_,_1 8 0 ~ THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING . {a) PUNCTURE Pmax = Pstatic + Pseismic Pm ax = Pcol + ( Mot/ d) = 5,683 I b. Fpunct = 2* sqrt (f 'c) = 100.0 psi. Apunct = [(w +ti 2)+(d+tl 2)]* 2* t = 170.0 i n."2 f v/ Fv = Pmax/ (Apunct * Fpunct) = 0.33 HU SLAB TENSION Asoil = Pmax/(1.33 * f soil)= 4.26 ft."2 . - .-::::_.--.-.:L.::::.:_:···;:.::.:::·.:_:::_.:::::_:::::::/:::::.:::::.:::·;:.::·.:<-:>,·:t_. :·····\·!~······ .. ·l····~.· _·;._)_::···_··::_:·::.::::.·.·.: .. :.:::.···.:_1:1 .... t = 614in."2 L------.1' L = sqrt (Asoi I) = 24.8 in. B=sqrt(w*d) +t = 10.9 in. b = (L-8)/2 = 6.9 in. Mconc = w b"2/ 2 = (1.33* f soi I* b"2)/ (144* 2) = 222.3 i n.f b. Sconc=1*t"2/6= 4.17in.'B Fconc = 1.6* sqrt (f 'c) = 80.00 psi. f bl Fb = Mconc/ (Scone* Fconc) = 0.67 BASE PLATE w = 7 in. d = 5 in. CONCRErE t = 5 in. f 'c = 2500 psi. SOI.L f s = 1000 psf. " MATERIAL HANDLING ENGINEERING TEL: (818} 962-1162 • FAX: (818} 962-1279 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CA 91706 SAFETY CLIP SOLID END LOCK PIN WELDS BEAM Alp = (5/16)(3/8) = 0.1172 IN"2 Fv = (0.4)(Fy) = (0.4)(50,000) = 20,000 PSI Va= (A)(Fv) = (0.1172)(20,000) = 2344 LB < 1000 LB Sx = 1. 728 IN"3 Ma= (Fb)(Sx)(1.33) = (26,000)(1. 728)(1.33) OK = 59,754 IN-LB > 9756 IN-LB OK BRACE TRANSVERSE LOADING Pa= (t)(L)(Fu)/Ou = (0.075)(3)(65,000)/2.5 = 5850 LB LONGITUDINAL LOADING P = (0. 75)(t)(L)(Fu)/Ou = (O. 75)(0.075)(3)(65,000)/2.5 = 10,969 LB PROJECT SMITH & NEPHSA/ DQl\! JOY FOR STEWART HANOI I NG SYSIB4S SHEET NO. 18 OF 19 CALCULATED BY PHIL DATE 1 0-19-1 QQ4 TRANVERSE AND LONGITUDINAL COMPONENTS OF 953 LB< ALLOWABLES OK ' .., MATERIAL HANDLING ENGINEERING TEL: (818) 962-1162 • FAX: (818) 962-1279 14180-ILIVEOAKAVENUE • BALDWINPARK • CA91706 WELDS CONT'D 3 X 1-5/8 COLUMN Sx= 0.164 IN"3 Ma= (Sx)(Fb)(1.33) = (0.164)(26,000)(1.33) = 5671 IN-LB > 5005 IN-LB OK 3 X 3 COLUMN Sx= 0.661 IN"3 Ma= (Sx)(Fb)(1.33) = (0.661 )(26,000)(1.33) = 22,857 IN-LB > 6503 IN-LB OK PROJECT __ S;;..;.M __ I--T __ H __ &=-:.N.:.::E=.P ... H_EW.....,_...,.D~ON"-li..l,,IL.l,,IQ,LJY~--- FOR ___ S_T_BN_A ___ RT~H.;;..A_N=D;.:.L.:.:,IN.:,:G~S..wYS.!..TuE..LlM~sl......._ SHEETNO. __ __,;1..;;9 ____ 0F __ ...,1_9 ___ _ CALCULATED BY __ P_H __ l..;;;L ___ DATE 10-19-1994 <