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Home My WebLink About2848 Whiptail Loop; ; CBC2017-0550; Permit{city of Carlsbad Print Date: 08/06/2018 Job Address: Perm it Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2848 Whiptail Loop BLDG-Commercial 2091202100 $31,942.00 Commercial Permit Work Class: Tenant Improvement Lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check #: Description: HME ELECTRONICS: INSTALL PREFAB 3 LEVEL METAL RACK 96" WIDE X 42: DEEP X 240" HIGH Applicant: JIM MACK 858-455-5800 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) FIRE High Piled Storage SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,238.30 Owner: CARLSBAD OAKS PARTNERS LLC 14110 Stowe Dr Poway, CA 92064-7147 858-535-6006 Total Payments To Date: $1,238.30 Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Permit No: CBC2017-0550 Closed -Finaled 10/23/2017 11/20/2017 A Krog 8/6/2018 4:17:24PM $0.00 $290.80 $203.56 $733.00 $2.00 $8.94 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE PLANNING F.NGINEERING BUILDING FIRE HEALTH HAZMAT/APCD (_ City of Carlsbad JOB ADDRESS Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fa)(· 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov SUITEI/SPACEI/UNIT# 2848 Whiptail Loop Est. Valu Plan Ck. Deposit SWPPP 209 120 15 16 ~CT=/=P=Ro-=J-ccECT=#=-=r==__,..-...,Lo,...T-=•--_-,PHASE• -~F UN-1rs 1 • BEDROO-MS -• BATHROOMS--~TE_N_A_NT_e_u_s_,N_E_ss-NA_M_E ________ I CONSTR. TYPE I occ. GROUP ~ I_ HM Electronics . DESCRIPTION O WORK: Include Square Feet of Affected Are.i/s) ~ Install Prefabricated 3 L e vel P allet Racks 96" Wide x 42" Deep x 240" High EXISTING USE PROPOSED USE Warehouse GARAGE (SF) Pr.rlCS (SF) DECKS (SF) FIREPLACE YESO APPLICANT NAME PR91'_!'!_TY OWNER NAME Primary Contact Jim Mack for Atlas Equipment ___ , ~13,,"'1> OAt=S: ~A-D_D_R~ES~S-----------ADDRESS 5360 Eastgate Mall "E" /YIIO 1-=c=,rv-,-----S-a_n_D_ie-~-0--STATE CA z,-P-92_1_2_1 c,rv ~w'AY STe~ ZI~ 7ZQ6 'I PHONE FAX PHONE ____ -=r ---------------1 858 455 5800 858 455 7531 EMAIL ___ _ EMAIL jmack@ atlaseq u ip .com DESIGN PROFESSIONAL Garnik Ohanian CONTRACTOR BUS. NAME Atlas Eauipment Company Inc -----ADDRESS ADDRESS 412 West Broadway Suite 20 4 5360 Eastgate Mall "E" 1-----------------------------CITY STATE ZIP CITY STATE ZIP Glendale CA 91204 San Dieao CA 92121 PHONE ~--818 2 4 0 3813 PHONE ~IF-AX--858 455 7531 818 240 3810 858 455 5800 EMAIL EMAIL rackdes ign1@ gmail.com jmack@atlasequip.com STATE~ CLASS C053524 535820 C61/D24 (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, al requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or 01at he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 1031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). Workers' Compensalion Declaration: I hereby affirm under penally of perjury one of the following dectara/1()('\: D I have and will maintain a certificate of consenl to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will mainlain workers' compensation, as required by Section 3700 of the Labor Code. for the performance of lhe wor1\ for which this permit is issued. My workers· compensabon insurance carrier and policy number are: Insurance Co Prelerred Employ.,. lnsu .. nce co Policy No. WKN1l62SS.10 Expiration Date 10/19/2011 This seclion need not be completed if the permit 1s for one hundred dollars ($100) or less. 0 Certificate of Exemption: I cer1ify th in e performance of the wor1< for which this permit 1s issued. I shall nol employ any person in any manner so as to become subject lo the Wori\ers' Compensation Laws ol Caifomia. WARNING: Failure to sec e wo kers' compensation coverage is unlawful, and shall subjecl an employer to criminal penalties and civil fines up lo one hundred thousand dollars (&100,000), In addition to the cost of compensation, amag s as provided]~ i~on 3706 of I e Labor code, lnleresl and altorney's fees. ,g CONTRACTOR SIGNATURE ~/ a 0AGENT DATE /(} -/" -2017, I hereby affirm that I am exempl from Contraclors License Law for the following reason: D D 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 Contractofs License Law does not apply to an owner of property who boilds or improves !hereon. and who does such work h1msett O! through his own employees, provided that such 1mprovemen1S are not intended or offered for sale. If, however, the boilding or improvement is sold within one year of completion. the owner-builder will h~v~ lhe burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct lhe project (Sec. 7044. Business and Professions Code: The Conlractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects wilh con1ractor(s) icensed pursuant lo the Contractor's License Law). I am exempl under Section Business and Professions Code for this reason. 1.1 personally plan lo provide lhe major labor and materials for construclion of the proposed property improvement. 0 Yes []No 2. I (have I have nol) signed an appt,cal,on for a bo11d1ng permit for the proposed work. 3. I have conlracled with the following person (firm) to provide lhe proposed conslruc11on (include name address I phone I contraclors' license number): 4. I plan lo provide portions of lhe work, but I have hired lhe following person to coordinate. supervise ar." :·:,;de I~· major" )rk (i1,.:lude name I address I phone I contractors' license number): 5. I will provide some of lhe work, but I have conlracted (hired) the following persons to provide the ,ark indicated (include name I address I phone/ lype of work): ,g PROPERTY OWNER SIGNATURE 0 AGENT DATE PERMIT INSPECTION HISTORY REPORT (CBC2017-0550) Permit Type: BLDG-Commercial Application Date: 10/23/2017 Owner: CARLSBAD OAKS PARTNERS LLC Work Class: Tenant Improvement Issue Date: 11/20/2017 Subdivision: Status: Closed -Finaled Expiration Date: 01/28/2019 Address: 2848 Whiptail Loop IVR Number: 7128 Carlsbad, CA 92010 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 03/20/2018 03/20/2018 BLDG-Final 052219-2018 Failed Andy Krogh Reinspectlon Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires fire approval No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 03/22/2018 03/22/2018 BLDG-14 052441-2018 Partial Pass Andy Krogh Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Corrections as noted on card No 03/26/2018 03/26/2018 BLDG-14 052716-2018 Passed Andy Krogh Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Engineers report for 3 pin connection Yes received. Ok to load all but sprinklered areas 08/01/2018 08/01/2018 BLDG-Fire Final 052095-2018 Partial Pass Dominic Fieri Reinspection Incomplete Checklist Item COMMENTS Passed FIRE-Building Final ON 3/20 DID NOT PASS FF ON PALLET No RACKING 08/06/2018 08/06/2018 BLDG-Final 066068-2018 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires fire approval then ok to final Yes BLDG-Structural Final Yes August 06, 2018 Page 1 of 1 <..<?tr· } ~ c,,-r O F CBC2017 41550 CA~LSBAD IN-SPECTION RECORD Building Division 2848 WHIPTAIL LOOP HME ELECTRONICS: INSTALL PREFAB 3 LEVEL METAL RACK 96" VVIDE X 42 DEEP X 240'' HIGH 0 INSPECTION RECORD CARD WITH APPROVED PLANSMUSTBEKEPTONTHEJOB r>ECORD COPY 0 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTJO~' 2091202100 0 FOR BUILDING INSPECTION CALL: 760-602-2725 10/23/2017 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON "Request Inspection" DATE: fl Cl3C2017-0550 IF MARKED "YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION STORM WATER PRECON MEETING REQUIRED 760-602-2725 Allow 24 hours IF MARKED "YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING Fire Prevention 760-602-4660 Allow 48 hours Planning/Landscape 760-944-8463 Allow 48 hours 760-438-3891 Call before 2 pm Type of Inspection Date Inspector CODE # ELECTRICAL . . ' Type of Inspection CODE# BUILDING ·.. . .,. . #11 FOUNDATION #31 0 ELECTRIC UNDERGROUND O UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC / EV CHARGER #66 MASONRY PRE GROUT #33 0 ELEC SERVICE #320 TEMPORARY 0 GROUT 0 WALL DRAINS #35 PHOTO VOLTAIC #10 TILT PANELS #38 SIGNS #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME O FLOOR O CEILING UNDE.RGROUND DUCiS & PIPING #15 ROOF SHEATHING 0 DUCT & PLENUM O REF. PIPING #13 EXT. SHEAR PANELS HEAT-AIR COND. SYSTEMS #16 INSULATION #18 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #81 UNDERGROUND (11,12,21,31) BLDG-FINAL #82 DRYWALL,EXT LATH, GAS TES (17,18,23) CODE# PLUMBING Date Ins ector #83 ROOFSHEATING, EXT SHEAR (13,15) #22 0 SEWER & BL/CO O PL/CO #84 FRAME ROUGH COMBO (14,24,34,44) #21 UNDERGROUND D WASTE D WTR #85 T-Bar (14,24,34,44) #24 TOP OUT O WASTE O WTR BLDG· FINAL OCCUPANCY #27 TUB & SHOWER PAN #23 0 GAS TEST D GAS PIPING #25 WATER HEATER A/S UNDERGROUND HYDRO #28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL A/S OVERHEAD VISUAL CODE# POOLS . Date Ins ector A/S OVERHEAD HYDROSTATIC #51 POOL EXCAV / STEEL A/S FINAL \ #52 PLUMBING F/A ROUGH-IN #53 ELEC /CONDUIT/WIRING F/A FINAL #54 EQUIPOTENTIAL BOND FIXED EXTINGUISHING SYSTEM ROUGH -IN #55 PREPLASTER / FENCE/ ALARMS FIXED EXTING SYSTEM HYDROSTATIC TEST #57 GUNITE FIXED EXTINGUISHING SYSTEM FINAL BLDG· FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL REV 9117 Date COPY OF CARD REQUIRED Inspector Date Ins ector Date Ins ector SEE BACK FOR SPECIAL NOTES , Section 5416. Health and Safety Code, State of Californ.ia .......... (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES BRETT ALBLINGER SPECIAL INSPECTIONS 3828 Sierra Morena Ave, Carlsbad, CA 92010 (858) 205-2333 REGISTERED INSPECTOR'S DAILY REPORT ICBOIICC ALL CITIES & JURISDICTIONS INSPECTION & MATERIAL TESTING Job Number TYPE OF INSPECTION REQUIRED Reinforced Concrete D Post Tensioned Concrete D Structural Masonry D Structural Steel Assembly D Fireproofing D Quality C ntrol 0" Epoxy Anchors D Other D Asphalt Job Name Permit Number Type of Structure Architect Inspectors Na e Brett Alblinger ~ INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN, STRUCTURAL CONNECTIONS (WELD MADE H.T. BOLTS TORQUED CHECKED, ETC. CONCRETE MORTAR PAGE SAMPLES GROUT OF SD#656 Certification Number BLOCK PRISMS DENSITY TIME IN TIMEOUT REG HOURS OT 1.5X OT 2X All 1nspect1ons based on a minimum of 4 hours Over 4 hours :: 8 hours m,mmum. Any inspections extending past noon will be charged as an 8 hour minimum. APPROVED BY PROJECT SUPERINTENDENT ICC# 0881693-88/84/89 BREff ALBLINGl:ff Sf'l:CilAI.. IN~Pt«i1101¥:i 3828 Sierra Morena Ave, Carlsbad, CA 92010 (858) 205-2333 REGISTERED INSPECTOR'S DAILY REPORT ICBO!/CC ALL CITIES & JURISDICTIONS INSPECTION & MATERIAL TESTING Job Number TYPE OF INSPECTION REQUIRED ~einforced Concrete D Post Tensioned Concrete D Structural Masonry D Structural Steel Assembly D Fireproofing D Quality Control D Epoxy Anchors D Other D Asphalt Job Address G Job Name Type of Structure INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPEAND IDENTIFICATION NUMBERS OF SAMPLES TAKEN, STRUCTURAL CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. a SAMPLES CONCRETE MORTAR GROUT PAGE OF ~~-... LIANCE: To the best of my knowledge, all of the reported work, OU..'!l'lllii;sa-t'l:!'if,ed, is in conformance with the approved plans, specifications, and S0#656 Certification Number TIMEIN ICC# 0881693-88 BLOCK PRISMS DENSITY TIMEOUT REG.HOURS OT1.5X OT2X DATE: October 27, 2017 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2017-0550 ~ EsG1I A SAFEbuilt Company SET: I PROJECT ADDRESS: 2848 Whiptail Loop PROJECT NAME: Pallet Racks for HM Electronics D APPLICANT )zf JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: )!J Telephone#: Date contacted: (by:~ Email: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Es Gil D GA D EJ D MB D PC 10/24/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92 123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad CBC201 7-0550 October 27, 2017 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 2848 Whiptail Loop BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance _Bld_g. Pe_rm_it_F_ee by_O_rdinan_ce __ ...,~I Plan Check Fee by Ordinance Type of Review: Complete Review D Repetitive Fee 3 Repeats Comments: D Other D Hourly EsGil Fee PLAN CHECK#.: CBC2017-0550 DATE: October 27, 2017 Reg . VALUE ($) Mod. 31 ,942 31 ,942 $291.291 $189.341 D Structural Only $166.041 Sheet 1 of 1 • SAN DIEGO REGIONAL" HAZARDOUS MATERIALS ~~~~~~~Q~U~E~S~Tl~O~N~N~A~IR~E~,-,--~~==~~==:!:=====~::;:::=~=====! Business Name Business Contacl HM Electronics, Inc Ron Bethurum Projecl Address City Stale Zip Code APN# CA 92010 2846 Whiptail Loop E. Carlsbad Mallln~ Address City State Zi~ Code Plan Fil j/ 1J 141 0 Stowe Dr Poway CA 2064 Project Contact Applicant E-mail Telephone# Ron Bethurum ronb hme com 856-535-6167 Tho rollowing questions represent the racllily's activities, NOT the speclrlc project description. PART I: FIRE DEPARTMENT -HAZARD US MATERIALS DIVI I N: OC PANCY CL IFICATION: n t re utred f r o ects within t e Cit of San Q!fillQl: Indicate by circlmg lhe 11em, whelher your business wil use, process. or slore any o lhe o towing hazardous materials. if any o the items are circled 'iijijillcant must contact the Fire Protection Agency with jurisdiction prior lo plan submillal. Facility's Square Footage (Including proposed projecl): ~ n Dlo "Ai~~~~~~-iioe.,n.,ts .... _ 5. OrganicPeroxldes 9. WaterReactives 13. Corrosives ,3q,- 6. Oxidizers 10. Cryogenics 14. Other Health Hazards J ~1 7. Pyrophorlcs 11. Highly Toxic or Toxic Materials 15 None orThese t\ 1 'i 8. Unstable Reactives 12. Radloactlves p PART l: AN DIE COUNTY DEPARTMENT OF ENVIRONMENTA H ALTH -RDOUS MATERIALS DIVISION MD : tr the answer lo any of lhe questions s yes. applicant musl contact the ounty o an iego Hazardous Materials !vision. 55 O erland Avenue Suite 11 an D ego. CA 92123 Call (858) 505-6700 prior to the issuance or a building permit. 0 CalARP Exempl I FEES ARE REQUIRED Project Complellon Date: Expected Dale of Occupancy: YES NO (for new construction or remodef'ng projects) 2. O Will your business dispose or Hazardous Subslances or Medical Waste in any amount? 1. I O Is your business listed on the reverse side or this form? (check an that apply). 3. D Will your business store or handle Hazardous Substances In quanlilies greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feel? Dal& lnltlals 0 CatARP Required I 4. 5. 6. 7. 8. ~ D D D )!g Will your business slore or handle carcinogens/reproductive toxins In any quantity? D WIii your business use an existing or Install an underground storage lal)k? ,- I Will your business store or handle Regula led Substances {CalARP)? Will your business use or lnslall a Halardous Waste Tani< System (Tille 22. Article 10)? Wtl your business store petroleum in tanks or containers at your racilily wilh a total racll1ly slorage capaclly equal 10 or realer than 1.320 aliens? California's Above round Petroleum Stora e Act . Date D CalARP Comple,e I Dale Initials PART 111: SAN DIEGO C UN AIR P LLUTl N T DI CT APCD : Any YES· answer requires a stamp from APCD 10124 Old Grove Road. San 1ego, 131 1 coun .r:a. v 858) 5 6·2 5 ). r· o stamp requ red if 01 Yes !!!]Q 03 Yes fill2. 04-06 Noj. The followin~ questions are intended to identify the majonly o air pollulion Issues al lhe planning stage. Projects may require addillonal measures not ldentlOed by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except -those vAlh more than one bu~ding' on lho property; single buPdlngs walh more than four dwel~ng unlls: townhomes: condos; mixed-<:ommerclal use; deliberate bums: residences forming part of a larger project. ("Excludes garages & small outbu1ldings I 1. 2. 3 4. 5. 6. YES NO D E Will the project disturb 160 square reel or more of existing building materials? 8 ~ Will any load supporting structural mernbers be removed? Nolificalion may be required 10 working days prior to commencing cJemofihon. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or S11e Surveillance Technician? D D D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey resulls. ,,.,;n the projecl disturb any asbeslos conlalnlng material? Nolificotion may be required 10 working days prior lo commencing asbestos removal. fg Will lhe project or associalod construction equipment emit air conlaminanls? See the reverse side of lhis form or APCO facts heel (IWffl,sdapcd.org/infOlfactstpermjls,pdQ for typlcal equipment requiring an APCD penTilt. D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated conslruclion equipmenl be localed 'Mlhin 1,000 feel of a school bounda BrieOy describe business aclivilles: Briefly describ; proposed proj:i: ~ I ~ L Communication Equipme~t Manufacture ~,roprpveffi.flflJ§ m SR,r t.tp S;or~ rQ.()(.S I declare under penally of periury lhal to the best of my knowledge and belief ttif. ,esponses :1'1~d,;!.hetc1!!.~lrue and correct. Ron Bethurum . ·: __ ,..,, · .r-· -...::.· 9 / 12 / 2017 --,.~~---;,,~)'-..,....,,. -Name or Owner or Authorized Agent S:g: ,ature o~'....i,,,iier or /\uthonzed Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION· FOR OFFICAL USE ONLY: BY: DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR Bl!!UllNO PERI.al BUT NOT FOR OCCUPANCY RELEASEO FOR OCCUPANCY COUNTY-HMO' APCD G00NNl;if'10 APCO COUNTY-HMO APCD ) ... /, \ • ~W/llrl<Olv ' ' J ----~/is}? ... r ·A stamp in lhls box .2.!l.!Y exempls businesses from completf~p~~~ l,;IS?ardous Materials Business Plan Other permitting requiremenls may s11U apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Malenals D1v1s1on INDUtrfRl/\t VV . · lJJlfATEr: UISGHARGE PE~~i\JUT :t ]\lli\K; /ii !RVEY Date 9-12-17 Business Name HM Electronics, Inc Street Address 2848 Whiptail Loop E. I: mail Address ronb@hme.co111 Pl EASE CHECK 11c1<t: II' Ye •l r...: suslf\lF-s.~, . ·-1.r-i·I-', · 1~1r.; REV .::-<sc s10E CHl-CK I YPE oF BlJSINESSJ D O Check all below tl,al are present :\l yo,1r facility: U.J Acid Cleaning v 1\ssembly lnl, IVlanufacturing Lc1iw1 ato, y v flf1,.i1 l11111nq I Mill'ng v [\·1c1n1.1' actu1·i11g I\. ,0,,n' )rane M8nufacturing (i e waler filiei n1c,nh.-~1rir::s) Me!nl Casting Ir ,mr1illfJ Ivie ta I F" abrication Nutritiomil Supplement I Vitamin Manufacturing Painting I 1=inishing Paint Manufacturing Pe, son a l Care Products Manufacturing Pesticide IV1anufactming I I:) acl<ag ing _ .. l).J (,.) w a:: Automotive Repair Gallery Manufacturing 13iofuel Manufacturing Biotech Laboratory Bull< Chemical Storage Car Wash Chemical Manufoctu, 111g Cl,emical Purification lJ1y Cleaning Molal i.:.inishing I ,...,Lt,oplating : r:,~troless plul1119 • ,()1 :li'.i11g Pharmaceutical Manufacturing (inclucl1ng precursors) Porcelam Fnarneling v Electrical Component Manufacturing Fertil izer Manufocturing Film I X-ray Processing Food Processing l,,kit1ng (i.e. pllospi1ating) < ,h<0rn1cc1I Etching I Milling v1\ 1111("?d Circuit Board ll.11<·11 ,ufacturing l:)ower Cenernlion Print Shop Glass Manu1acturin9 lnclustrial Laundry i\iletal rowders Forming Rese21rch and Development Rubbei" Manufacturing Semiconclucur Manufacturing Soap/ Detergent Manufacturing Waste rreatmenl/ Storage SIC Code(s) (if know, 1). ~3~3JO Brief description or business act,v,,, '., I '1 oduction I Manufacturing Operations}: ____ _ Communicatio12_ equipment production and manufacturing. ---·-- Description of ope, 21t1ons ge::ne,.: ,1·,J , ·,,~;t(~walt0:1 (discharged to sewer. l1.1uled 01 evapo, ated): We have one CNC MJ.lling Lathe which mills alluminum plates ------ ------------ Estimated volume of 1mlust, i<:I wu~;t,0., ,:11e1 to be clischarged (gal I day)·_ 1_gallon I Day List hazardous wastes generated (tvi-.,e I volume}: _High AlcalyQ_e solution (soa12y water) used to lubricate the cutting head on the Mill1_11g Lathe Date operation beDc11 ur will bey111 1 t! >!.., locc1t1011 December 22nd 201 7 I lave you ~01 a w~istc•,, .11 Yes ~ I! yes. whe11 1 )ic.1:l1,.H~JP F>e1 rnit from tl,o r.il(.;llla Waslewc1 le1 Authority? Sito Contact Ron Bethurum I 1tle Facilities Ma~a_ger ______ _ ~lignature ____ _ E\JClf\lA l'Jfl.._;···-;-_ ·. -~ _ ___ I >hone No. 858-535-6187 ____ _ ,1 /-\,l:1 rd,, E11c111d,, Catlsb:.id CA Cl?C 11 r7CO) 1:l/.l-~~)111 r."" - "11 1•r J, • /'\\..J I ClZ <o r--co-(j) Cf) = _J> C'.J er- ~ <(O ~ :.., li 1--LLL ~ Oo 0 >-_J 1-S 0 i1i BY ....... .9.: ... 9..fj.~.~!:~.~ .... . DATE . }.~}}::.!.~ .......... . SUBJECT. ......................... . H M E L ECTR ON ICS 2848 WHIPTAIL LOOP CARLSB AD, CA 9 2 0 1 0 RAdK DESidN & ENGINEERINd do. 412 WE$T BROADWAY, ~um f204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO •....... } .............. . JOB NO •... ~g.::.!.~.)).L_. 4" BEAM WITH 3 PIN CONNECTION FOR ALL LEVELS IS ACCEPTABLE FOR THIS PRO JE CT. • RECEIVED MAR 2 6 2018 CITY OF CARLSBAD BUILDING DIVISION cu2011-o~ro BY ........ 9.: ... 9..~A~.IA.t! .... . oArt .. ~.~.~.r:-:.1.7 .......... . SUBJECT. ......................... . RAdK DE~IdN & ENGINEERINd do. 412 WE~T BROADWAY, ~UITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:{818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: HM ELECTRON ICS 2848 WH IPTAI L LOOP CARLSBAD, CA 9201 0 PER C B C 201 6 SEC. 2209 .1 ASCE 7-1 0 SEC. 1 5.5.3 RMJ/ANSJ/M H 16.1:2012 STORAGE RACKS CAPACITY: 1500 # / LEVEL CALCS. 1 THRU 5 DRAWINGS: RD-19131 CBC2017 ~550 SHEET NO •........ ! ............... . JOB NO •... ~.P..~.).?.1 .. ~.1 ... . OCT 2 3 '11 I -~ f I C!TYO BUILD1h .... l • 2848 WHIPTAIL LOOP HME ELECTRONICS: INSTALL PREFAB 3 LEVEL METAL RACK 96" WOE X 42 DEEP X 240" HIGH 2091202100 10/23/2017 CBC2017-0550 BY ........ q.: ... 9..~.~~!.~.~ .... . DATE .. ~.: .. ~?:-::.!.?. .......... . SUBJECT. ......................... . RACK DE~IdN & ENGINEERING Co . 412 WE~T BROADWAY, ~UITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 0 ,q- N ' 0 \0 0 \0 . 0 <D ..--- - - ... 96" 4 Pl N LEVEL 1ST I/ "' 42" n BEAM DESIGN ·~C~x (Q Ix =1 .31 sx =.67 LOAD PER BEAM + 25% IMPACT LOAD (1.5Kx.88)+(0.8Kx.25) -1.5-0.8K -2s;MS l 2 3/4" I SEISMIC DESIGN Fy =55KS1. M= wL2 = g"K 8 CBC 2016 SEC . 2209.1 !>.= 5xwl4 =.22"<_L_ =.53" 384.lx .E 180 V=~xW Rx1 .4 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 SOS =O. 75 (uses WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 AND 2.6.3 R=4 BRACED 2 W=D.L.+ 3 PALLET LOAD LOAD PER COL.: 3x1.5K=2.2K 2 COL. P= .2 DL+ (2.2 KxO. 75)= 1.9 K W=.2oL+ (2.2;Lx0.67)= 1.7 K V = .15K LONGIT. V = .23 K TRANS. LONGIT. SEISMIC SHEET NO ....... .? ............. .. JOB NO .... ~P-~.!.~.~.~.~ ... . BY ....... .9.: ... 9..~.A.~!A.~ ... .. DATE .. ~.: .. ~.?~.1.7. .......... . SUBJECT. ......................... . RAdK DESIGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 COLUMN DESIGN 1· 3" 13 ·l')[-c=1 ~ Fy=55 KSI Ae=.62 I x=.95 S 0 =.6 rx = 1.2 ry=1.1 COMBINED STRESS RATIO 2 Pex= W, = 53.0 OX=1-OcP = .94 Pex BASE PLATE ANCH. TENSION = O 0c=1 .8 0b=1.67 Cmx=.85 ANCHOR SHEAR = .08 K KL_ 60x 1 .2 _ 60 rx -1.2 - KL _ 42 _ 1y-n -38 Mn=S6 .Fy= 35 Oc.P + Ob.Cmx.M = 33<1 Pn Mn.OX · (2)-1 /2"¢ ANCHORS PER BASE PL., 3 1/4" EMS. POWERS SD1 ESR-2818 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECT ION .5x.07x1 x65=2.3 K BEARING CAPACITY OF COL. HOLE 7 /16"¢ RIVET A = . 1 Fy = 79 KSI Pa =. 1 x79x.4 = 3 K Ma= (2.3 Kx6")+(1.4 Kx4") = 19 "K CONN. 4 PIN CONN. 1 ST LEVEL Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN. CONN. UPPER LEVELS M -.01xwl 2= .7 "K mo- M = 4.1 "K M = 4.8 "K SEISMIC TOTAL 1rK 4.4:J ( 4.1 'K 0 0 0 0 0 0 SHEET NO ......... ~ .............. . JOB NO .... ~g-~.~}.}}\ .. 4 .1 "K ~ BY ........ q.: ... 9..~.~~.1.~.~····. DATE . ?: .. ~}.:.1.7.. ......... . SUBJECT. ......................... . OVERTURNING K " "K Mor=·23 x2 x201 x0.66 =61 COL. MR= 1.9Kx42"=79 "K NO UPLIFT LOAD TO DIAGONAL p = .23 KX2 X ~ =, 7 K COL. 42 Fy=SSKSI Ae=.26 rx =.48 L= 52" CHECK WELDS P0 = 3.1 K Pn = (1-.Ot1 L) Lt.Fu = 4.4 K 0 = 2.55 fn_ = 1. 7K X2 = 3.4K 0 SIDES CHECK SLAB RAdK DE$IctN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 ' ~ t--->,.N st Q.. l==!------,----'\.i'? . ~ 'o IX) 42" TOP LEVEL LOAD ING V= .13 K MR= 1.0Kx42"=4o"K UPLIFT -46-40 = 14 K ----;rm-. D BOTH SIDES TYP. 1 /8 , 11 .. -rl ~tfl· t=.06" D ....---"<-+~ I ~---..., D ' D > / D TYP 1/8 1.5" 1900 II SHEET N0 ......... 4 .............. . JOB NO .... RP.:.\~ . .1..?.1 ... . 1900 a' 1000 = 1 ·9 1.9x 144=27 4 a" I 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL V274=17" M= ( ~-; tx1000x T x12=2344 "# S= 12x62 = 72 6 2lt4 = 33 < 1 . 6 ..f2soo =80 ' . . <l • 1" l 7.5" 8.5" 17" BY ....... g.: ... 9..~.~.~.IA.t:-! .... . DATE . ?:::.~}.::-:.~.?. .......... . SUBJECT. ......................... . RAdK DESH1N & ENdINEERINd do. 412 WEST BROADWAY, ~UITE /1204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 . 0 st N 'o ID ~ 96" ~ 4 Pl 0 ID 1ST 0 ID c::::: .... TUNNEL LOAD PER COL.= 5x 1 .5 K =1.9 K 4 COL. W=.2oL+ (1.9:Lx0.67)= 1.3 K V -12 K LONGIT .• Ma = (2.3 Kx6")+(1.4 Kx4") = 19 "K CONN. ;<. N LEVEL : 0 ID : 0 ID : 0 ID 4 PIN CONN. 1 ST LEVEL Ma = (2.3 Kx4")+(1 .1 Kx2") = 11.4 "K 3 PIN CONN. CONN. UPPER LEVELS M -.01xwl 2= .7"K END - M= 6.4"K M=7.('K SEISt.41C TOTAL .ozK 1.7"K 2.g"K 3.5"K 3.5 "K 6.4 "K SHEET NO ......... ~ .............. . JOB NO .... ~g.::-:J~ .. ~.~.1 ... . Print Date : 08/20/2018 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2848 Whiptail Loop BLDG-Permit Revision 2091202100 $ 0.00 Revision Permit Work Class: Commercial Permit Revi~ Lot#: Reference#: Construction Type Bathrooms: Orig. Plan Check#: CBC2017-0550 Plan Check#: Description: HME ELECTRONICS: ADD 5 BAYS STORAGE RACKS IN RECEIVING AREA Applicant: Owner: JIM MACK CARLSBAD OAKS PARTNERS LLC 858-455-5800 FEE BUILDING PLAN CHECK ADMIN FEE 14110 Stowe Dr Poway, CA 92064-7147 858-535-6006 FIRE Expedited Plan Review Per Hour -Office Hours MANUAL BUILDING PLAN CHECK FEE Total Fees: $ 287.00 Total Payments To Date : Building Division $ 287.00 (city of Carlsbad Permit No: PREV2018-0176 Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Closed -Finaled 06/26/2018 07/16/2018 08/20/2018 A Krog AMOUNT $35.00 $132.00 $120.00 Balance Due: $0.00 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Devel opment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number C&f ZOI~· -tJo50 Plan Revision Number (kevo?ot8-Ot±f.p Proj ect Address ?8~8 W/1'/,PTA,L C..r.;f;:T? General Scope of Revision/Deferred Submittal: A-DDc.!J ~ 'l!¥JYS S?"d!ZA.&t. ;eAcK / A/ -rHe '?ZcC£ivrA/~ AIZc4 CONTACT INFORMATION: Nam e :r;;.,1 M Ac.,/::_ Address!?~ eAG:T6ATt3 /.r"J.,9// ,1 # 6 City SAN b/E<:ro Zip 92/c I Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elem ents revised: ,0 Plans ~ Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page/s) where each revision is shown ,4,])])ep ~l3/lY5 57'd£A6t ZAc~ 96 "'"'wx </i1" I) x /92// I/. ?I<-/ 'PR-.Zl> ---.. -, .~ 4. Does this revision, in any way, alter the exterior of the proj ect? D Yes 5. Does this revision add ANY n ew floor area(s)? D Yes 0 No 6. Does this r ision affect any fire related issues? D Yes czr No 7 . D No Date #-'Z:5-20/Y Ph: 760-602-27 19 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov DA TE: July 6, 2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2017-0550 REV /. EsG1I .~ SAFFbuilt Conioanv SET: I PROJECT ADDRESS: 2848 Whiptail Loop PROJECT NAME: Rack Revision for HM Electronics 0 APPLICANT p JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: ) OD Telephone#: Date contacted: (b~) Email: Mail Telephone Fax In Person ~ REMARKS: PREV2018-0176 By: Kurt Culver Es Gil D GA D EJ D MB D PC Enclosures: Previously-approved plans 6/28/18 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad CBC2017-0550 REV July 6, 2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2017-0550 REV PREPARED BY: Kurt Culver DATE: July 6, 2018 BUILDING ADDRESS: 2848 Whiptail Loop BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq . Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance ---- Type of Review: D Complete Review D Repetitive Fee ~ Repeats ~ • Based on hourly rate Comments: D Other 0 Hourly EsGII Fee Reg. VALUE Mod . D Structural Only 11Hr.@* =====$=1=2=0-=oo: ($) s120.ooj Sheet 1 of 1 .. BY ....... g: ... 9..~.~~!:~.~····· DATE .. ?.:-:-}~.:.).~ .......... . SUBJECT. ......................... . RAdK DESidN & ENGINEERINd do. 412 WE~ BROADWAY, ~UITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 E-MAIL: rackde~ign18gmail.com STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: HM ELECTRO N ICS 2848 WHI P T AI L LOOP CARLSBAD, CA 92010 PER C B C 20 1 6 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 16.1:2012 STORAGE RACKS CAPACITY: 1000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -19466 PREV2018-0176 SHEET NO ......... ! ............... . JOB NO •... ~g.:-::.!.~.1.~.?. .. . 2848 WHIPTAIL LOOP HME ELECTRONICS: ADD 5 BAYS STORAGE RACKS IN RECEIVING AREA 20912 021 00 CBC2017-0550 61261201 8 PREV2018-0176 BY ........ q.: ... 9..~A.~!A.~ ... .. DATE .. ~.:-:-.?~.:.).~ .......... . SUBJECT. ......................... . RACK DE~IdN & ENGINEERING CO. 412 WE~T BROADWAY, ~UITE #204 dLENDALE, dA. 91204 TEL:{818)240-3810 E-MAIL: rackde~ignH!temail.com 96" 96" 96" 11 -11 - 0 a <D <D - N 0 ~ 0 '<t <D 0 0 co <D C--<-. rRONT VIEW BEAM DESIGN {rJ.,, [Q lx=l.31 sx =.67 ry =55KSI. LOAD PER BEAM + 25% IMPACT LOAD (1.0Kx .88)+(0.SKx.25) -1.0-O.SK -2a~MS l 2 3/4" [ SEISMIC DESIGN M=wl2=6"K 8 SR= .18<.67 t:.= 5 xwl 4 =.1S"<_L_ =.53 .. 384.lx .E 180 V=~xW Rx1 .4 CBC 2016 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI /ANSI/MH 16.1:2012 S 0s =0.75 (USGS WEB SITE, "SITE CLASS D") I= 1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 ANO 2.6.3 R=4 BRACED 2 W=D.L.+ 3 PRODUCT LOAD LOAD PER COL. = 3x 1 .0 K = 1 .5 K 2 COL. P=.2 0L+ (1.5Kx0.75)=1.3K LONGIT. SEISMIC 0 <D \-----+-.Q4K 1.6"K SIDE 48" VIEW 0 <D SHEET NO ....... J ............. . JOB NO .... ~.9.~ .. )}.1.~.?. .. . 1.4 "K 1 .5 "K W=.20/ (1.s;Lx0.67)= 1.2 K V = .11 K 0 <D 1-----1--.02K 2.G"K 0 ~ 0 >------<-.Q2K 1.S"K N .Q1 K 1.Q"K 1.Q"K LONGIT. V = .16K TRANS. 0 <D 3.1 "K 0 <D 3.1 "K "K 3.1 BY ........ ~.: ... ?..~.~-~!.~.~····· DATE .. §.::}?:-::.).~ .......... . SUBJECT .......................... . COLUMN DESIGN RACK DESIGN & ENdINEERING Co. 412 WEST BROADWAY, ~UITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 E-MAIL: rackde~ign1egmall.com SHEET NO ......... ~ .............. . JOB NO .... ~P.:-:-.. 1.?1.?.? .. . Fy=SS KSI Ae=.62 KL _60x1.7 _82 rx -1.2 - 2 Fe=rr.:.x.L=43 \c =.JFy /Fe = 1.13 ( KL) 2 COMBINED STRESS RATIO I x=.95 S6 =.6 rx =1.2 r y= 1 .1 KL_ 44 _ r;-n _40 Mn =Se .Fy = 35 2 Pex=W,=27.0 0c=1.8 0b=1.67 Oc.P + Ob.Cmx.M = 26<1 Pn Mn.OX · ax=1-OcP = .91 Pex BASE PLATE ANCH. TENSION = O Cmx=.85 ANCHOR SHEAR = .05 K (2)-1 /2"¢ ANC HORS PER BASE PL., 3 1 / 4" EMS. POWERS SD l ESR-2818 SPECIAL INSPECTI ON IS REQU IRED MOMENT AT BEAM CONNECTION .5x.07x 1 x65=2.3 K 7 /16"¢ RIVET A= .1 Fy = 79 KSI Pa =.1x79x.4= 3K BEARING CAPACITY OF COL. HOLE Ma = (2.3Kx4")+(1.1 Kx2") = 11.4 .. K 3 PIN CONN. CONN. M -.01xw1 2-.S"K END-- M = 4. 1 .. K SEISMIC TOTAL 2.9 .• rx 2 F n=F y{-658 Ac )=32 KSI A.c<1.5 Pn= Fn .Ae = 20.0 K 3.1~ t-3/8" r- { @{t}@ 6" l 8 .. 4. 1 -. _) _) ~ 3.1·· ,, "". . ' BY ........ q.: .. .9..~A~!A.~ .... . DATE .. ~.:-:-}g_:-::.).~ .......... . SUBJECT. ......................... . OVERTURNING K " "K Mor=·16 x2 x198 x0.66 =42 COL. NO UPLIFT LOAD TO DIAGONAL p = . 1 6 K X2 X .5..6._ = .38 K COL. 48 Fy=55KSI Ae=.26 rx = .48 L= 58" CHECK WELDS P0 = 2.5 K Pn = Lt.Fu = .06xl .5"x65 = 5.9 K 0= 2.35 fn_ = ~K = 2.5x2 =5.0 K 0 2.35 SIDES CHECK SLAB RAdK DESIGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 E-MAIL: rackde~lgn1 egmall.com SHEET NO ........ .'~ .............. . JOB NO .... ~P.::-.. ~.?~.?..?. .. . TOP LEVEL 1 00% LOADING 48" V= .09 K M0r = .09 Kx2 x 180" = 34°'K COL. MR =0.7Kx48"=34"K NO UPLIFT D BOTH SIDES TYP. / 1 8 ' /o I , 1; .. .f-4 ~tn-· t=.06" D ~--.., I ..._ __ ~ D ' D > I / D TYP 1/8 1.5" 130011 1300 _ l 3 o ' 1000 -. 1.3x144=187 o" ! 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL ~=14" M= (-4-)\1oOOx J_ x12=666°# 12 2 S= 12x62 = 72 6 666 = 9 <1.6 V250C) =80 72 3" I 4" 7" 14"