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HomeMy WebLinkAbout1923 CALLE BARCELONA; 138; CB081145; Permit08-06-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No CB081145 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1923 CALLE BARCELONA CBADSt 138 Tl Sub Type 2550120400 Lot# $13 000 00 Construction Type Reference # APPLE COMPUTER-ROLLING RACKS COMM 0 NEW Applicant DICKINSON CAMERON CONSTRUCTION 140 LOMAS SANTA FE DR SOLANA BEACH CA 92075 858 793-9104 Status ISSUED Applied 06/16/2008 Entered By RMA Plan Approved 08/06/2008 Issued 08/06/2008 Inspect Area Plan Check# Owner BORDERS INC <LF> FOURTH QUARTER PROPERTIES XXX L C/0 DELOITTE TAX LLP PO BOX 131071 CARLSBAD CA 92013 Building Permit Add'l Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee mil LFMFee ' Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $13395 $000 $8707 $000 $000 DING PLANS $000 IN STORAGE .ATTACHED $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 77 $223 75 Total Fees $223 75 Total Payments To Date $223 75 Balance Due $000 Inspector FINAL APP Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You nave 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 'nformation 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 wate^ and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 760-6022717/2718/2719 Fax 760-6028558 Building Permit Application JOB ADDRESS CT/PROJECT # LOT #PHASE* # OF UNITS # BEDROOMS DESCRIPTION OF WORK (Please describe present use and proposed use) BUILDING AREA (SF)ADDITION AREA (SF)GARAGE (SF) AA PATIOS (SF)DECKS (SF)FIREPLACE YES D # AIR CONDITIONING FIRE SPRINKLERS YES 8 NOD CONTACT NAME (If Different Fom Applicant)APPLICANT NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX ~?//Z- EMAIL EMAIL OWNER NAME CONTRACTOR BUS NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC #STATE LIC #CITY BUS LIC # K. 70315 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuancerased pursuant to the provisions of the Contractors Ucense law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or thatiction 70315 by any applicant for a permit subjects the applicant to a avil penalty of not more than five hundred dollars {$500}) also requires the applicant for such permit to file a signed statement that he isor that he is exempt therefrom and the basis for the alleged exemption Any violation of Workers Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations G I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued Q I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers compensation insurance earner and policy number are *-r~ ._._ .. i Insurance Co * ~UlV&lar±> PoUcyNo . This section need not be completed if the permit is for one hundred dollars ($100) or less O Certificate of Exemption I certify that m the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100 000) In addition to the cost of compensation damages as provided forjn Section 3WS of the Labor code, Interest and attorney's fees s\ <*/! S7 \sil // & CONTRACTOR SIGNATURE / hereby affirm that I am exempt from Contractor s License Law for the following reason DI 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 Ucense 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) OI as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors 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) OI am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O Yes 3 No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? a Yes fJNo Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air quality management district? Q Yes D No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? a Yes a No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address ^•^•i^—^"""-^—-"—••"—^-^——•••••••••••IIMll«»l»^«»I^MU*ii*^fcJ*«iai»i»J»*fc I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authonze representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stones 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 authonzed by such permit is not commenced within 180 days from the date of such permit or if the bui|d«a or wock authonzedjw suA permrbslsuspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) * ' SL / I / 9 f I * ^APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 08/07/2008 Permit# CB081145 Title APPLE COMPUTER-ROLLING RACKS Description Inspector Assignment Sub Type COMM 1923 CALLE BARCELONA 138 Lot 0 Type Tl Job Address Suite Location APPLICANT DICKINSON CAMERON CONSTRUCTION Owner Remarks PM SHELVES Phone 0000000000 Inspector Total Time Requested By WHIN Entered By JANEAN CD Description Act Comment 14 Frame/Steel/Boltmg/Weldmg ...(A...... Comments/Notices/Holds Date Associated PCRs/CVs Original PC# PCR03242 ISSUED BOMBAY REVISIONS TRACK ATTACHMENT PCR03256 ISSUED BOMBAY R1;.V SINGLE TO DOUBLE DOOR SHEET Al),1 I PCR08045 FINAL APPLE STOKE Bl.DG 3 REVISE CURTAIN WALL SUPPORT DUE TO EXISTING CON1' PCR08066 ISSUED APPLE COMPUTER CHANGES TO RECENTLY ISSUED TENANT IMPROVEMENT Inspection History Description Act Insp Comments Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project Address City S //S-te- Permit Number*Plan File Number Reinforcing Steel Epoxy_ Number of Samples TYPE OF OBSERVATIONS _ Reinforced Concrete Structural Masonry Prestressed Concrete Shop Welding Bolting _ Type Matenals/DesignMix/Psi 7 Field Welding Fireproofing Date REPORT X ~L Q -T WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTEDSD-WO fe, t s-l<TiM2L/-y<%\ME IN / 1 ' vo TIME OUT ) , ?O Inspector (Print) J Certification # General Contractor £>,<- /: y Inspector's Signature City ^i /1A ,.y\.-. ^uth<3nzed Job Site Contact Signature Phone City of Carlsbad Bldg Inspection Request For 08/07/2008 Permit* CB081145 Title APPLE COMPUTER-ROLLING RACKS Description Inspector Assignment 1923 CALLE BARCELONA 138 Lot 0 Type Tl Sub Type COMM Job Address Suite Location APPLICANT DICKINSON CAMERON CONSTRUCTION Owner Remarks PM SHELVES Phone 0000000000 Inspector Total Time CD Description Act Comment 14 Frame/Steel/Boltmg/Weldmg Hfl- Comments/Notices/Holds Requested By WHIN Entered By JANEAN Date Associated PCRs/CVs Original PC# PCR03242 ISSUED BOMBAY REVISIONS TRACK ATTACHMENT PCR03256 ISSUED BOMBAY REV SINGLE TO DOUBLE DOOR SHEET A02 1 PCR08045 FINAL APPLE STORE BLDG 3 REVISE CURTAIN WALL SUPPORT DUE TO EXISTING CON' PCR08066 ISSUED APPLE COMPUTER CHANGES TO RECENTLY ISSUED TENANT IMPROVEMENT Inspection History Description Act Insp Comments EsGii Corporation In (Partners Hip witH government for <Bui(tfvng Safety DATE 6/27/O8 , JURISDICTION City of Carlsbad -pCANREVIEWER a FILE PLAN CHECK NO 081145 SET I PROJECT ADDRESS 1923 Calle Barcelona Suite 138B PROJECT NAME Light Duty Storage/Movable Base Detail for Apple Computer The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed I | Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person IXl REMARKS 1 City to filed verify that the path of travel from the handicapped parking space to the rack area and the bathroom serving the rack area comply with all the current disabled access requirements 2 Obtain Fire Department approval 3 Periodic special inspection is required during the anchorage of storage racks 8 feet or greater in height in structural assigned to Seismic Design Category D, E, and F By David Yao Enclosures Esgil Corporationn GA n MB n EJ n PC 6/19 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 -City*of Carlsbad OS 1145 6/27/08 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 081145 PREPARED BY David Yao DATE 6/27/08 BUILDING ADDRESS 1923 Calle Barcelona Suite 138B BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION storage shelving Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) cb Rlrtn Ppi-mit Foo hu OrHinanrp i ^ Valuation Multiplier By Ordinance Reg Mod per city VALUE ($) 13,000 13,000 $13395 Plan Check Fee by Ordinance Type of Review E Repetitive FeeRepeats Complete Review D Other •—i Hourly Structural Only Hour Esgil Plan Review Fee $8707 $75 01 Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CBOS 1145 DATE 6/16/08 ADDRESS 1923 Calle Barcelona TENANT IMPROVEMENT OTHER PLANNER Deborah Milam DATE 6/23/08 ENGINEER A - (OfrVfrt'V^**^ DATE H \ADMIN\COl!\TER/PU\MW;/E\(;i\ffiRl\(; APPROVALS Carlsbad Fire Department BUILDING DEFT. COPY Plan Review Requirements Category TI, COMM Date of Report 06-26-2008 Reviewed by Name DICKINSON CAMERON CONSTRUCTION Address 140 LOMAS SANTA FE DR SOLANA BEACH CA 92075 Permit # CB081145 Job Name APPLE COMPUTER-ROLLING RACKS Job Address 1923 CALLE BARCELONA CBAD St 138 INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions Cond BP022 [NOT MET] Comply with Articles 1 and 81 of the California Fire Code for high-piled combustible storage High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage For certain high-hazard commodities, storage height over 6 feet will require a permit from the fire department Cond BP023 [NOT MET] Refer to Article 1 of the California Fire Code for permits required for this process Cond CON0002865 [NOT MET] Shelving system/mobile racks shall require revisions in accordance with CA Fire Code and NFPA Standard 13 Entry 06/19/2008 By GR Action CO Cond BP024 [NOT MET] To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and thereon, to recommend necessary changes thereon, to recommend necessary changes SEIZMIC MATERIAL HANDLING ENGINEERING EST 1985 STORAGE RACKS DRIVE-IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACK BUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE RACKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT FLORIDA GEORGIA IDAHO ILLINOIS INDIANA KANSAS KENTUCKY MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSOURI MONTANA NEBRASKA NEVADA NEW JERSEY NEW MEXICO NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA TENNESSEE TEXAS UTAH VIRGINIA WASHINGTON WISCONSIN SEISMIC ANALYSIS OF LIGHT DUTY STORAGE FIXTURES APPLE COMPUTER 1923 CALLE BARCELONA STE 138B CARLSBAD, CA 92009 JOB# 08-0854 APPROVED BY SALE FATEEN, PE 5/28/2008 N<k 352Exd9 161 ATLANTIC STREET * POMONA * CA91768 * TEL (909) 869-0989 * FAX ( MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED BY DATE APPLE COMPUTER STORAGE EQUIPMENT INC i TC 5'28/2008 TABLE OF CONTENTS DESCRIPTION COVER PAGE TABLE OF CONTENTS SCOPE PARAMETERS SPECIFICATIONS GENERAL CONFIGURATIONS LIGHT DUTY STORAGE FIXTURE ANALYSIS - MOBILE SHELVING SUMMARY LOADS & DISTRIBUTION SEISMIC ANALYSIS COLUMN ANALYSIS BEAM ANALYSIS CONNECTION ANALYSIS OVERTURNING ANALYSIS ANTI-TIP BRACKET ANALYSIS FOOT PLATE ANALYSIS SLAB ANALYSIS LIGHT DUTY STORAGE FIXTURE ANALYSIS - GENIUS ROOM SUMMARY LOADS &. DISTRIBUTION OVERTURNING ANALYSIS PAGE NO 1 i 3 4 5 6 7 8 9 TO 10 11 12 13 14 15 16 17 18 19 20 MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 3 CALCULATED BY TC DATE 5/28/2008 SCOPE THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE FIXTURE COMPLIES WITH SECTION 1613 OF THE 2007 CBC WHERE LATERAL FORCES ARE DETERMINED IN ACCORDANCE WITH SECTION 13 3 OF THE ASCE 7-05 PARAMETERS STORAGE FIXTURES WILL BE ANALYZED UTILIZING THE FOLLOWING FORMULA LATERAL FORCE Fp = f 0 4 * ap * SDS *Ip/(Rp*I 4) ] * Wp WHERE hx = 0 FOR GROUND FLOOR INSTALLATION EXCEPT WHERE Fp shall not be taken as less than 0 3*SDS*lp*Wp/l 4 and Fp is not required to he taken as greater than 1 6*SDS*lp*W'p/l 4 WHERE SDS - 2/3*SMS AND SMS = F., & Ss SPECIFICATIONS - MAIN STEEL - BOLTS - ANCHORS SLAB - SOIL F> = 36000 PSI MIX YIELD STEEL A307 (UNI,ESS NOTED) 3/8"O\2"MIN EMBED APPROVED ANCIIOR 5 IN \ 2500 PSI (MINIMUM REQUIRED) 1000PSF NOTES 1 STABILITY Or THE LICil 11 DUTY SI ORAG1: FIXTURE UNITS IS TOTALLY DEPENDENT ON ITS MOMENT RESISTING FRAME ACTION PROVIDED BY THE DOUBLE RIVET BEAMS ALL SI ATIONARY I/NITS ARE ANCHORED TO FLOOR SI AJB MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED BY DATE APPLE COMPUTER STORAGE EQUIPMENT INC 4 1C 5/28/2008 r.FNTFRAL CONFIGURATIONS 1A&1B)POST 2) HOOT PLATE 3) ANCHOR 4A & 4B) SINGLE RIVET BEAM 5) DOUBLE RIVET BEAM - _i NOTE THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED B\ DATE APPLE COMPUTER STORAGE EQUIPMENT INC ? 1C 5/28/2008 LIGHT DUTY STORAGE FIXTURE ANALYSIS MOBILE SHELVING MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APP1.F. COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 6 CALCULATED BY TC DATE 3/28/2008 SUMMARY TYPE MOBILE SHELVING CODE = 2007 CBC LEVELS= 6 HEIGHT= 120 IN 1 12 24 22-1/2 \ 0 22-1/2 24 h 27 Ss=121 LIVE LOAD =1 SOLE/LEVEL WIDTH= 48 IN 48-1/2 j c - 24-1/2' i Fa = 1 02 DEPTH= 24 IN FRONT VIEW ~~ 3 SIDE VIEW COLUMN 3-l/4"xl-3/4"X14CA (QTP) -ONGITUDINAL DIRECTION STRESS 1= 047 OK TRANSVERSE DIRECTION STRESS! = 047 OK DOUBLE RIVET BEAM CONNECTION Mconn = 772 IN-LB Mconn allow = 2 154 IN-LB Mconn/Mallow= 0 36 OK BASE PLATE fb/Fb = 0 05 OK SLAB STRESS 1= 016 OK BEAM1 -LEVELS 1,3 & 6 BEAM! 2-3/4".\l-]/8"\14GA (QDR) Ib/Fb= 012 OK BEAM2 - LEVELS 2,4 & 5 BEAM2 1"X14GA(QSR) fb/Fb= 0 85 OK OVERTURNING Ps/Pt + Vs/Vl < 1 00 STRESS(A) = 0 04 OK STRESS(B) = 0 04 OK ANCHORS USE(1)3/8"0x2"MIN EMBED APPROVED ANCHOR PER FOOT PLATE MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 7 CALCULATED BY TC DATE 5/28/2008 LOADS & DISTRIBUTION TYPE MOBILE SHELVING ANALYSIS BASED ON SECTION 1613 OF THE 2007 CBC AND SECTION 13 3 OF THE ASCE 7-05 SITE CLASS = D SMS = 1 234 WHERE Sms = Fa*Ss AND Ss = 1 21 Fa = 1 02 Ip = 1 00 Rp=25 ap= 1 WORKING STRESS REDUCTION = 1 4 Fp = [ 0 4 * ap * (2/3*Fa*Ss) *Ip/(Rp*l 4) ] * Wp = 0 094 Wp EXCEPT WHERE Fp shall not be taken as less than 0 3*(2/3*Fa*Ss)*Ip*Wp/I 4 = 0 176 Wp AND not required to be taken as greater than 1 6*(2/3*Fa*Ss)*Ip*Wp/l 4 = 0 94 Wp Fp (GOVERNS) =0 176 Wp # LEVELS = 6 LVL WLL= 150LB WDL.= 5 LB HEK5HT= 120 IN WIDTH=48IN DEPTH= 24 IN ADJUSTED LOAD # I.EVELS= 3 WLL= 300 LB WDL= 10LB <== ACTUAL. # OF LEVELS <= ACTUAL LIVE LOAD ---= ACTUAL, DFAD LOAD <== # OF LEVELS OF MOMENT CONNECTIONS <--== ADJUSTED LIVE LOAD/LVL (LL*ACT LVLS/W OF MOMENT CONN) <= ADJUSTED DEAD LOAD/LVL (LL*ACT I.VLS/# OF MOMENT CONN) SINCE THERE ARE ONLY 3 MOMENT RESISTING BEAMS THE LOAD & LATERAL FORCES ARE TRANSFERRED EQUALLY TO THK MOMENT RESISTING BLAMS LONGITUDINAL DIRECTION &. TRANSVERSE DIRECTION Fp=03*SDS*lp*Wp/l 4 = [0 3*((2/3)*l 02*1 211*1/1 4J * (0 667*30(1 LB + 10 LB) = 37LB Vtotal = Fp *NO OF LEVELS = 37 LB/LEVEL*3 LEVELS = 111 LB LATERAL FORCE DISTRIBUTION h 30 IN 480 IN 690 IN - - - - - 1200 IN LEVEL 1 2 3 4 5 6 7 8 LL + DL 310LB 310 LB 310 LB - - - - - HEIGHT 30 IN 51 OIN 1200 IN - - . - - y = Fi 37 LB 37 LB 37 LB - - - - - 1 11 LB Mot=(Fi*hi) 1111 IN-LB 1888 3 IN-LB 4443 1 IN-LB - - - - - 6442 5 IN-LB MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 8 CALCULATED BY TC DATE 5/28/2008 SEISMIC ANALYSIS TYPE MOBILE SHELVING LONGITUDINAL & TRANSVERSE STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY Pcol(stat) = £W/2 Vlong = 2*Vcol Vcol = (Vlong)/2 T = (450LB + 30LB)/2 = 465 LB DOUBLE RIVET BEAMS = 555LB Fl= 185LB F2= 185LB F3= I85LB F4 = 0 0 LB 1-11 = 3 IN H2 = 48 IN H3 = 69 IN H4= IN H5 = IN H6= IN Mbase= 0 m-lb (ASSUME PINNED) M )-l = Vcol x HI = M2-2=((Vcol-FI)\H2 1/2 = M 3-3 = ((Vcol-Fl-F2) x H3)/2 = Hn H3 H2 3-3 22 7 1-1 H1 (555IHW3 IN)- 167 IN-LB (55 5-185)(48/2)= 888 IN LB (55 5-18 5-18 5)(69/2)= 656 IN-LB BM-COL Pool, , = 465 LB Pcol::= 310LB Pcol ,= 155LB CONNECTION MOMENT AT Mconn 1-1 = (M 1-1 - M 2-2)2 = 528 IN-LB Mconn 2-2 = (M 2-2 + M 3-3 )/2 = 772 IN-LH Mconn 3 3 - (M 3-3 - M 4 4)2 = 32S IN LB VERIFY ADEQUACY OF COLUMN Pcol(max)= 310LB Mcol = 888 IN-LB VHRIFY ADEQUACY OF CONNECTION Mconn = 772 IN-LB M2_2 "1-1 MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED BY DATE APPLE COMPUTER STORAGE EQUIPMENT INC 9 TC 5/28/2008 COLUMN ANALYSIS LONGITUDINAL DIRECTION TYPE MOBILE SHELVING ANALYZED PER AISI SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION PcolMAX = 310 LB MmlK = 888 IN-LB = (Kl/r)max KxLx/rx = I 2*48 IN/0 6393 IN = 901 KyLy/ry = 1 2*48 IN/0 6011 IN = 95 8 <= AXIAL Fe= JtA2E/(KL/r)maxA2 = 31 7KSI Fy/2= 180KSI SINCE Fe > Fy/2 THEN Fn=Fy(l-Fy/4Fe) = 36KSI*[1-36K.S1/(4*31 7KSDJ = 25 8 KSI Pn= AclWn = 9 930 LB £ic= 1 92 Pa= Pn/Qc -9930LB/I 92 <= 5 I72LB P/Pa= 0 06 FLEXURE CHECK. P/Pa - Mx/Max < 1 33 (EQC4 1-1) (EQ C4-3) (EQC4-2) (KQC4-1) 1-3/4 14 GA 1 1/2 3 1/4 0 15 (LQC5-3) Pno= Ae*F\ = 0385 IN'2*36000PS1 = 13866LB Pao= Pno/Qc = 13866I.B/1 92 - 7 222 LB M\ ield=My= Sx*Fy = 0 102 IN-'3* 36000 PSI = 3 657 IN-LB Ma\= My/Qf = 3657 IN-LB/1 67 = 2,190 IN-LB Pcr= rtA2El/(KL)maxA2 = ^'2*29500000 PSI/(I 2*48 IN)A2 = 138I5LB SECTION PROPERTIES TYPE = 3-l/4"\l-3/4"X14GA (QTP) 1 = 0747 IN Aeff= 0385INA2 Ix= 0 157INA4 Sx=0 102INA3 r\ = 0 639 IN I\ = OI39INA4 Sy=0114IN---3 ry-()60l IN K.\ = I 20 L\ = 48 0 IN k\ - I 20 L\ - 48 0 IN l:v= 36 KSI E= 29 500 KSI t= 1 67 Cmx= 0 85 \= {l/[l-(Qc*P/Pcr)] Cb= I 0 = ,'1/fHI 92*310LB/138I5LB)]JA-1 = 096 (310 LB/5172 LB) + (888 IN-LB/2190 IN-LB) =047 < 1 33, OK MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED B\ DATE APPLE COMPUTER STORAGE EQUIPMENT INC 10 TC 5/28'2008 COLUMN ANALYSIS TRANSVERSE DIRECTION TYPE MOBILE SHELVING ANALYZED PER AJSI SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION Pcol(seis) = Mot/D= 6442 5 IN LB ,'24 IN x = Pcol(stat) + PcoKseis ) PcolMAX = 578 LB M™ = 888IN-LB KxLx/rx = 1 2*48 IN/0 6393 IN = 901 KyLy/ry = 1 2*48 IN/0 6011 IN = 958 <=(KI/'r)max SINCE THEN Fe= 7tA2E/(KL/r)maxA2 = 3! 7KSI Fy/2= 180K.SI Fc > F\/2 Fn= Fy(l-Fy/4Fe) = 36 KSI*[l-36 KSI/<4*31 7 KSD1 = 25 8 KS1 Pn= AetPFn = 9 930 LB £ic= 1 92 Pa= Pn/Qc = 9930 LB/I 92 = 5 172 LB P/Pa- 0 11 (EQC41-1) (EQ C4-3) (EQC4-2) (EQC4-I) 1 3/4 14 GA 1 1/2 lTOM«Ma«o.->v 3 1/4 0 15 FLEXURE CIIECK P/Pa + Mxv'Max < I 33 (EQC5-3) Pno= Ae*l-\ = 0 385 IN"2 *36000 PSI = I3866LB Pao= Pno/Qc = 13866LB I 92 = 7 222 LB Myield=My= Sy*F> = 0 114 IN'-3 * 36000 PSI = 4 102 IN-LB Max= My/iJf = 4102IN-LB/1 67 = 2.456 IN-LB Pcr= 7rA2EI/(KL)maxA2 = 7tA2*29500000 PSI/d 2*48 IN)A2 = 13.815 LB =092 (578 LB/5172 LB) + (888 IN-LB/2456 IN-LB) = SECTION PROPERTIES TYPE = 3-1/4' x 1-3/4 'X14GA (QTP) 1= 0747 IN AefT= 0385INA2 l.\= 0157INA4 Sx=0 102INA3 r\ = 0 639 IN h -0 1391NM S> -=()114INA3 r\ = 0601 IN K\= I 20 Lx = 48 0 IN K\ = 1 20 Lv = 48 0 IN I-y- 36 KS1 K=- 29 500 RSI SiP- 1 67 Cmx= 0 85 = |l/[l-(Qc*P/Pcr)J Cb= 92*578 LB/13815LB)1!A-I 0 047 < 1 33, OK MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COV1PUTER FOR STORAGE EQUIPMENT INC SHEET NO 11 CALCULATED B\ TC DATE 5/28/2008 BEAM ANALYSIS TYPE MOBILE SHELVING THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM THE ANALYSIS WILL CHECK THE ADEQUACY OF THE COMPONENT TO CARRY THE GIVEN STATIC LOAD SHORT BEAM SHELF LOAD(DL+LL)= 155 LB/LVL TOTAL SHELF AREA= 1,152 INA2 TRIBAREA B= 144INA2 TRIB AREA A= 432 INA2 BEAM TYPE "A" LOAD= SHELF LOAD * (AREA A/TOTAL AREA)/L = (155 LB)*(432 INA2/1152 INA2)/48 IN = 1 21 LB/IN Mma\ - \vI/2/8 = (1 21 I,B/IN)*(48IN)"2,'8 = 349 IN-I.B BEAM1 -LEVELS 1.3 & 6 fb/Fb= V1/(S\Fb) = 349 IN LB /(() 1324 1NA3*0 6*36000 PSI) 012 < 10 OK W LONG BEAM CHECK DEFLECTION A = 5\\14/384EI = (5*1 21 LB/fN*48 INA4]/[384*29000000 PSI*023I I INA4| = 001 IN Aallou = L/180 = 48-180 = 0 27 >001 IN OK II BEAM2-LEVELS 2.4 & 5 fb/Fh= M/(S\Fb) = 349 IN LB /«) 0189 IN'3*0 6*36000 PSI) 0 85 < 1 0 OK CHECK. DEFLECTION A = 5wlA4/384EI = [5*1 21 LB/IN*48 INA4]/|384*2900000() PSI*0 0134 INA4J = 0 22 IN fallow = L/180 - 48/180 = 027 SHELF TOP VIEW L = 48 0 IN W = 24 0 IN U- 1-1/8' J 2-3/4 t=14GA BI'AMI -LEVELS 1 3&6 I'YPE = 2-3/4"xl-l/8 \14GA (QDR) S\-=0 1324 INA3 l.\=02311 IN "4 BEAM2 - LEVELS 2 4 & 5 TYPE= 1"X14GA(QSR) Sx=00189INA3 Ix=00134INA4 > 022 IN OK MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED B\ DATE APPLE COMPUTER STORAGE EQUIPMENT INC 12 TC 5/28/2008 CONNECTION ANALYSIS TYPE MOBILE SHELVING Mconn = (Mupper + Mlower)/2 = (M1-1+M2-2V2 = 772 IN-LB A= ((DIA )A2)fl/4 = 0491 INA2 Pmax = Fv x Area = 0 0491 INA2* 0 4 * 55000 PS1 = 1080LB Mconn allow= Pmax x d \ 1 33 = 2 154 IN-LB Mconn / Mconn allow =036 < 1 00 OK d (CTR TO CTR SPACING) = 1 5 IN RIVET DIA = 25 IN PROJECT FOR MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 APPLE COMPUTER STORAGE EQUIPMENT ING- RY rr DATE OVERTURNING ANALYSIS TYPE MOBILE SHELVING DEPTH = 24 IN TOP LEVEL HEIGHT - 120 IN (A) FULLY LOADED Total Shear= 1 1 1 LB Mot= V(Fj*hi)* 1 15 = 6443IN-LB* 1 15 = 7 409 IN-LB Mst = I(Wp+ 85wDL)*D/2 = (900 LB t- 0 85*30 LB)*24 IN/2 = 11. 1 06 IN-LB Puphtt = (Mot - MsD/'Dcpth - (7409 IN LB - 1 1 106 IN LB )/24 IN = OLB <= NO UPLIFT (B) TOP SHELF LOADED SHEAR- 19LB Mot=- Vlop * ht * 1 15 = 19 LB* 120 IN* 1 15 = 2 555 IN-LB Mst = (Wp+\vDL)*D/2 = (150 LB + 0 85*30 LB)*24 IN72 = 2 106 IN-LB Puplift = (Mot - Mst I/Depth =• 19 LB -•:- UPLIFT ANCHORS QUANTITY=PULLOUT - 533 LB SHEAR == 1420 LB Ps/Pt + Vs/Vt < 1 00 COMBINED STRESS(A) = (0 LB/( 1*532 5 LB))-r (55 5 LB/( 1*1419 5 LB)) = 0 04 < 1 00 OK COMBINED STRESS(B) = (19 LB/( 1*532 5 LB)) + (93 LB/(I*14I9 5 LB)) = 0 04 < 1 00 OK USE (1) 3/8"0x2"MIN EMBED APPROVED ANCHOR PER FOOT PLATE FOR STATIONARY UNITS MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLK COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 14 CALCULATED BY TC DATE 5/28/2008 ANTI-TIP BRACKET ANALYSIS TYPE MOBILE SHELVING Puphfl= 19 LB Fy = 36 000 PSI ANTI-TIP BRACKET LENGTH = 1 IN ANTI-TIP BRACKET WIDTH = 1 5 IN ANTI-TIP BRACKET THICKNESS = 12 IN M(tab) = Puplift * tab length/2 = 19 LB* 1 IN/2 = 10IN-LB S= <b*IT2)/6 - 1 5 JN.\«) 12 IN) "2 '6 = 0003 6 IN'3 fb= M(tah)/S = IOIN-LB/00036IV3 = 2 639 PSI Fb= (075)*(Fy)*(l 33) = 35 910 PSI fb/Fh= 2639 PSI / 35910 PSI 0 07 < 1 00 ANTI-TIP IS OK 21/2" 1/2" 0 7/32"0 11 QA MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 15 CALCULATED BY TC DATE 5/28/2008 FOOT PLATE ANALYSIS TYPE MOBILE SHELVING Pcol = Pcolstatlc + PcolSEIS = 774 LB FOOT PLATE WIDTH (W)= 4 IN FOOT PLATE EFFECTIVE DEPTH (B)= 2 25 IN b = 1 75 IN bl = 5 IN THICKNESS (t) = 0 1875 IN Fy = 36 000 PSI fa = P/A - Pcol/((W)(B)) - 85 97 PSI Mbase-'- <W/in)(L'-2)/2 = (fa*l"STRIP)(hl-2)..'2 = 107 IN LB Sbase- (])(l'2)/6 = 0 0059 IN-3 Fhase= (075)(Fv)l 33 - 3599! PSI fb/Fb = Mhase/'(($base)(l'base)) 0 05 < 1 00 OK Fa Pcol MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 16 CALCULATED BY TC DATE 5/28/2008 SLAB ANALYSIS TYPE MOBILE SHELVING THE SLAB IS CHECKED FOR PUNCTURE STRESS A) PUNCTURE Pmax= Pcol + (Mtot/D) = 14* (465 LB) +17* (6442 5 IN-LB*1 15/24 IN) = I176LB Fpunct = 2*sqrt(f c) = 100PSI Apunct= f(W+t/2)+(D+t/2)](2)(t) = 1125INA2 fv/Fv = Pma\/(Apunct * Fpuncl) = 016 FOOT PLATE W = 4 IN D = 2 25 IN SLAB t= 5 0 IN 1c = 2 500 PSl (minimum required) MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED BY DATE APPLE COMPUTER STORAGE EQUIPMENT INC 17 TC 5/28/2008 LIGHT DUTY STORAGE FIXTURE ANALYSIS GENIUS ROOM MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO CALCULATED BY DATE APPLE COMPUTER STORAGE EQUIPMENT INC 18 TC 5/28/2008 SUMMARY TYPE GENIUS ROOM CODE = 2007 CBC LEVELS= 6 HEIGHT= 96 IN Ss= 121 LIVE LOAD =150LB/LEVEL WIDTH= 36 IN Fa = 1 02 DEPTH= 18 IN 18 18 18 19-1/2 22-1/2 36-1/2"if 18-1/2' i FRONT VIEW SIDE VIEW COLUMN l-l/2"x1-l/2"X14GA (QP)BEAM] - LEVELS 1, 3 & 6 LONGITUDINAL DIRECTION STRESS!=045 OK BEAM1 2-3/4"\ 1-1/8'\14GA (QDR) fb/Fb= 0 09 OK TRANSVERSE DIRECTION STRESS 1 = BEAM2 - LEVELS 2.4 & 5 043 OK BEAM2 l'X14GA(QSR) fb/Fb=064 OK DOUBLE RIVET BEAM CONNECTION Mconn=617IN-LB Mconnallow=2 154 IN-LB Mconn/Mallow= 0 29 OVERTURNING OK BASE PLATE Ps/Pt + Vs/Vt < 1 00 STRESS(A) = 0 04 OK STRESS(B) = 0 06 OK fb/Fb =005 OK ANCHORS SLAB & SOIL STRESS 1 = STRESS2 = 017 002 OK OK USE(l)3/8"0x2' MIN EMBED APPROVED ANCHOR PER FOOT PLATE MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909)869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEETING 19 CALCULATED BY TC DATE 5/28/2008 LOADS & DISTRIBUTION TYPE GENIUS ROOM ANALYSIS BASED ON SECTION 1613 OF THE 2007 CBC AND SECTION 13 3 OF THE ASCE 7-05 SITE CLASS = D SMS = 1 234 WHERE Sms = Fa*Ss AND Ss = 1 21, Fa = 1 02 Ip = 1 00 Rp=25 ap= 1 WORKING STRESS REDUCTION = I 4 Fp = [ 0 4 * ap * (2/3*Fa*Ss) *Ip/(Rp*l 4) ] * Wp = 0 094 Wp EXCEPT WHERE Fp shall not be taken as less than 0 3*(2/3*Fa*Ss)*Ip*Wp/l 4 = 0 176 Wp AND not required to be taken as greater than 1 6*(2/3*Fa*Ss)*lp*Wp/l 4 = 0 94 Wp Fp (GOVERNS) =0 176 Wp # LEVELS = 6 LVL WLL= 150LB WD1 = 5LB HEIGHT= 96 IN WIDTH= 36 IN DEPTH= 18 IN ADJUSTED LOAD #LEVELS = 3 WLL= 300 LB WDL= 10LB <= ACTUAL # OF LEVELS <-= ACTUAL LIVE LOAD •'= ACTUAL DEAD LOAD <== * OF LEVELS OF MOMENT CONNECTIONS <-= ADJUSTED LIVE LOAD/LVL (LL*ACT LVLS/# OF MOMENT CONN) <= ADJUSTED DEAD LOAD/LVL (LL*ACT LVLS/# OF MOMENT CONN) SINCE THERE ARE ONLY 3 MOMENT RESISTING BEAMS THE LOAD & LATERAL FORCES ARE TRANSFERRED EQUALLY TO THE MOMENT RESISTING BEAMS LONGITUDINAL DIRECTION & TRANSVERSE. DIRECTION Fp= 03*SDS*Ip*Wp'l 4 = [() i*((2/>)*l 02*1 21VI/1 4] * (0 667*i(l() LB - 10 LB) = 37 LB V total = Fp *NO OF LEVELS = 37 LB/LEVEL*3 LEVELS = 111 LB LATERAL FORCE DISTRIBUTION h 30 IN 390 IN 540 IN - - - - - 960 IN LEVEL 1 2 3 4 5 6 7 8 LL + DL 310 LB 310LB 310 LB - - - - - HEIGHT 30 IN 420 IN 960 IN - - - - - y = Fi 37 LB 37 LB 37 LB - - - - - Ill LB Mot=(F'*l") 1111 IN-LB 1555 1 IN-LB 3 554 5 IN-LB - - - - - 5220 7 IN-LB MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT APPLE COMPUTER FOR STORAGE EQUIPMENT INC SHEET NO 20 CALCULATED B\ TC DATE 5/28/2008 OVERTURNING ANALYSIS TYPE GENIUS ROOM DEPTH = 18 IN TOP LEVEL HEIGHT = 96 IN (A) FULLY LOADED Total Sheai= II1 LB Mot=T(Fi*hi)* 1 15 = 5221 IN-LB*1 15 = 6 004 IN-LB Mst = I(Wp+ 85wDL)*D/2 = (900 LB + 0 85*30 l.B)*18 IN/2 = 8 330 IN-LB Pupiift = (Mot - MsU'Depth = (6004 IN LB - 8330 IN LB )/18 IN = OLB <= NO UPLIFT iB) TOP SHELF LOADED SHEAR= 19LB Mot = Vtop * ht * 1 15 = 19 LB* 960s'* 1 15 = 2 044 IN-LB Mst- (Wp+wDL)*D/2 = (150 LB -r 0 85*30 LB)* 18 IN/2 - I 580 IN-LB Puphfl - (Mot - Mstj/Deptli = 26LB •'-- UPLIFT ANCHORS QUANTITY-PULI.OUT-- 533 LB SHEAR = 1420LB Ps/Pt + VsA't < 1 00 COMBINED STRESS(A)- (0 LIJ/( 1*532 5 LB)) + (55 5 LB/( 1*1419 5 LB)) = 0 04 < 1 00 OK COMBINED STRESS(B; = (26 LB/( 1*532 5 LB))+ (93 LB/(I*14I9 5 LB)) = 0 06 < I 00 OK USE (1) 3/8"0x2"MIN EMBED APPROVED ANCHOR PER FOOT PLATE Check A License Contractor's License Detail .9 ^4 Page 1 of2 Skip to CSLB Home | Content | Footer | Accessibility |j:. Search f Department of Consumer Affairs *"^^^ feov Contractors State Li^rfseBoard 07 OENEMLMFD WHAIYOU CAN 00 About CSLB CSLB Newsroom Board and Committee Meetings Disaster Information Center CSLB Library Frequently Asked Questions Online Services • Check A License or HIS Registration • Filing a Construction Complaint • Processing Times • Check Application Status • Search for a Surety Bond Insurance Company • Search for a Workers Compensation Company How to Participate CONTRACTOR'S LICENSE DETAIL JUt DISCLAIMER A license status check provides information taken from the CSLB license database Before relying on this information, you should be awai the following limitations • CSLB complaint disclosure is restricted by law (B&P 7124 6) If this entity is subject to pu complaint disclosure, a link for complaint disclosure will appear below Click on the link oi obtain complaint and/or legal action information • Per B&P 7071 17, only construction related civil judgments reported to the CSLB are disc • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitr. • Due to workload, there may be relevant information that has not yet been entered onto th license database License Number 690239 Extract Date 08/06/21 Business DICKINSON CAMERON CONSTRUCTION COMPANY INC Information 140 LOMAS SANTA FE DRIVE #200 SOLANA BEACH CA 92075 Business Phone Number (858) 793-9104 Entity Corporation Issue Date 06/13/1994 Expire Date 06/30/2010 License Status This license is current and active All information below should b reviewed CLASS DESCRIPTION GENERAL BUILDING CONTRACTOR Bonding CONTRACTOR'S BOND This license filed Contractor's Bond number 103580814 in the arm of $12,500 with the bonding company TRAVELERS CASUALTY AND SURETY COMPANY OF AMERIC Effective Date 01/01/2007 Contractors Bonding History BOND OF QUALIFYING INDIVIDUAL 1 This license filed Bond of Qualifying Individual number 10358 for NATHAN DICKINSON MORTON in the amount of $12,50i the bonding company TRAVELERS CASUALTY AND SURE COMPANY OF AMERICA Effective Date 01/01/2007 http //www2 cslb ca gov/General-Information/mteractive-tools/check-a-hcense/License+ 08/06/2008 Check A License Contractor's License Detail Page 2 of2 BQI_s_Bgndjna_HistQry Workers' This license has workers compensation insurance with the Compensation TRAVELERS INDEMNITY COMPANY OF CONNECTICUT Policy Number DTEUB272L14208 Effective Date 06/01/2008 Expire Date 06/01/2009 Workers Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses Personnel List Other Licenses Consumers J Copyright © 2007 State of California http //www2 cslb ca gov/General-Information/mteractive-tools/check-a-hcense/License+ 08/06/2008 w SJ «a Q Q QLL ** C ISi