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HomeMy WebLinkAbout2350 CAMINO VIDA ROBLE; ; CB081849; Permit12-11-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB081849 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2350 CAMINO VIDA ROBLE CBAD Tl Sub Type 2130500900 Lot# $27 000 00 Construction Type Reference # MODERN POSTCARD HIGH PILE STORAGE INDUST 0 NEW Applicant RICHARD LUND 7970 SORRENTO VALLEY BLVD H SAN DIEGO 92121 619-920-2134 Status ISSUED Applied 09/29/2008 Entered By JMA Plan Approved 12/11/2008 Issued 12/11/2008 Inspect Area Plan Check* Owner CARLSBAD DISTRIBUTION CENTER INVESTORS L L C 2333 STATE ST #200 CARLSBAD CA 92008 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $267 45 Meter Size $0 00 Add I Reel Water Con Fee $17384 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $567 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 97 $446 96 Total Fees $446 96 Total Payments To Date $446 96 Balance Due $000 BUILDING PLANS IN STORAGE ATTACHED "LDING1" -\NS -INSTO1 , — ATTACr_D Inspector FINAL APPROVAL 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 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 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 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 limitations has previously otherwise expired City of Carlsbad 1635FaradayAve Carlsbad CA 92008 760 602 2717 / 2,718 / 2719 Fax 760 602 8558 www carlsbadca gov Building Permit Application Plan Check No Cg)Q g* {gdfl Est Value Plan Ck Deposit Date JOB ADDRESS SUITE#/SPACE#/UNIT# CT/PROJECT #PHASE # # OF UNITS # BEDROOMS DESCRIPTION OF WORK Include Square Feet of Affected Area(s) # BATHROOMS TENANT BUSINESS NAME CONSTR TYPE OCC GROUP PHONE FAX PHONE FAX EMAIL EMAIL PROPEI ADDRESS CITY PHONE STATE ZIP rnMTpArrrnjLE i I NAME- EMAIL FAX mod=rn postcard ARCH/DESIGNER NAME & ADDRESS (Sec. 70315 Business and Professions Code Any City or County which requires a permit to construct, alter, imlicensed oursuani to the provisions of the Contractors License Law (Chapter 9 commending with Section 7000Section 70315 by any applicant for i permit sublets the applicant to a civil penalty of not more than five hmore than five hundred dollars ($501 Ken LoFrano Chief Operations Officer kenl@modernpostcard com toll free 800 959 8365 X1990 office 760 431 7084 fax 7602681727 11675 faraday avenue carlsbad ca 92008 modernpostcard com :hat he isnotation of CONTRACTOR SIGNATURE Workers Compensation Declaration / hereby affirm under penalty of perjury one ol the following declarations L~) 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 CI I have and will mainta'n 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 carrier and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less G Certificate of Exemption I certify that in 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 for in Section 3706 of the Labor code, interest and attorney s fees DATE ^ / hereby affirm that I am exempt from Contractors License Law for the following reason fa~- 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 Contractors 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) O I as owner of the property am exclusively contracting with licensed contractors to construct the pro|ect (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of properly who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) D I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement O Yes d 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 SIGNATUj DATE/Z - Is the applicant or future building occupant required to submit a business plan acutely hazardous matenals registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' d Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O Yes O No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' d Yes O No IF ANY OF THE ANSWERS ARE YES,/ 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 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 authorize 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 PERMfT OSHA. An OSHA permit B required for excavations over 5 0 deep and demolition or construction of structures over 3 stones m height EXPIRATION Every permit issued by the Building Official under the provisions of ths Code shall expire by limitation and become null and void if the building or work authorized by such permit B not commenced within 180 days from the date of such permit or if the building or work authorized by such permit B suspended or abandoned at any time after the work B commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) ^"APPLICANTSSIGNATURE / sZ^^-^-^Z/^ DATE >*L J City of Carlsbad Bldg Inspection Request For 01/13/2009 Inspector Assignment TPPermit* CB081849 Title MODERN POSTCARD HIGH PILE Description STORAGE Type Tl Sub Type INDUST Phone 7605355*14 Job Address 2350 CAMINO VIDA ROBLE Suite Lot 0 Location Inspector OWNER CARLSBAD DISTRIBUTION CENTER INVESTORS L L C Owner CARLSBAD DISTRIBUTION CENTER INVESTORS L L C Remarks Total Time Requested By JOSE Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg /' 34 Rough Electric Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 01/09/2009 14 Frame/Steel/Bolting/Weldmg NR TP NEED FIRE APPROVAL -FlUjr U d^ti A^JL^UL^ frttsuU City of Carlsbad Bldg Inspection Request For 01/09/2009 Permit* CB081849 Inspector Assignment Title MODERN POSTCARD HIGH PILE Description STORAGE Type Tl Sub Type INDUST Phone 7605355314 Job Address 2350 CAMINO VIDA ROBLE Suite Lot 0 Location Inspector "7 OWNER CARLSBAD DISTRIBUTION CENTER INVESTORS L L C Owner CARLSBAD DISTRIBUTION CENTER INVESTORS L L C Remarks Total Time Requested By NA Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg AJ/2 Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments )?* f£*J+* -<">1-'~ VV V r MARS INSPECTION INC. ' A Sp»cttt Inspection Comp*"r 8124 CAMINO DEL SOL LA JOLLA CA 92037 CELL PH. 619-339-3331 Project Name Project Addresso2J_ Architect. Inspection Report t** /// Contractor » Page Permit* File #. DSA# Other. of Report * INSPECTION Structural Steel Masonry Concrete Fireproofing ^^W«rZ3te^^V Other / N Other -^ Other Other MATERIAL SAMPLING QTY HS Bolts Pnsms Mortar/Grout Cone Cylinders Fireproof v Other J Other Other Other MATERIAL DESCRIPTION ^H-SBolts 'hi<xj/7/^ Cone PSI Grout PSI Mortar PSI Steel E (act /Wire Fireproof Other J>xA-v05zA. S^6 Other y^c/ /772,-~ INSPECTION CHECKLIST <=s!**=!rPtan8«pecs ^^Ctearances ^^s^Positions ^^-Sizes Laps Consolidation Torque Ft Lbs Other Other ; •EfEoEpoxy Anchors O Concrete Placement d Visual Weld d Ultra Sonic Test 1 Observed Welding By Certified Welders 2 All Welds d Single Pass Fillets d Full Pen Groove Welds d Shop ETFTeld EJContmuous d Periodic ETfieic 3 Process Used D FCAW SMAW CERTIFICATION OF COMPLIANCE All reported work unless otherwise noted complies with approved plans specifications and applicable sections of the building codes This report covers the locations of the work inspected and does not constitute opinion or projeceontrol Inspector Date ! Insp Date ! Time Start _ J j Time Stop L Coon* of reoort •ubmitted to Day 4 Day_5_ EsGil Corporation In Partnership -with government for Quitting Safety DATE 12/5/08 a APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 081849 SET II PROJECT ADDRESS 235O Camino Vida Roble PROJECT NAME Storage Racks 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 The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to [X] Esgil Corporation staff did not advise the applicant that the plan check has been completed 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 REMARKS 1 City to field verify that the path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements 2 Fire Department approval is required By David Yao Enclosures EsGil Corporation D GA D MB D EJ D PC 11/26 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (BuiCding Safety DATE 1O/ 10/08 a APPLICANT JURISDICTION City of Carlsbad LI PLANREVIEWER a FILE PLAN CHECK NO 081849 SET I PROJECT ADDRESS 2350 Cammo Vida Roble PROJECT NAME Storage Racks 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 XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Richard Uatid 3970 Sorrento Valley Blvd H San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Richard L^ffld Telephone # 619-920-2134 Date contacted (o/(0(0t(by^££) Fax # 858-457-6862 Mail Telephone Fax v^ In Person REMARKS By David Yao Enclosures Esgil Corporation D GA D MB D EJ D PC 10/2 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 081849 10/1O/O8 GENERAL PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO O81849 PROJECT ADDRESS 235O Cammo Vida Roble DATE PLAN RECEIVED BY ESGIL CORPORATION 10/2 REVIEWED BY David Yao DATE REVIEW COMPLETED 10/10/08 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following 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 The approval of the plans does not permit the violation of any state, county or city law • To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • 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 not resulting from this list? Yes a No City of Carlsbad 081849 10/1O/08 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Provide complete construction detail of the storage rack with calculation to justify it 2 All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation 3 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 4 Only the storage racks are included in this plan review 5 IBC requires the Building Official to determine the total value of all construction work proposed under this permit Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed 6 Indicate the clearance from the new racks to the existing building walls and building columns 7 Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code which adopts the 2006 IBC 8 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 IBC Tables 307 7(1) and 307 7(2) 9 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 Title 24, Part 2 10 Obtain Fire Department approval City of Carlsbad O81849 10/1O/O8 11 The following design loads shall be clearly indicated on the construction documents (Section 1603 1) Seismic design data The following information should be provided (Section 1603 1 5) a) Seismic importance factor, IE and occupancy category b) Mapped spectral response accelerations Ss and Si c) Site class d) Spectral response coefficients SDS and SD-i e) Seismic design category f) Basic seismic-force-resisting system(s) g) Design base shear h) Seismic response coefficient(s), Cs i) Response modification factor(s), R j) Analysis procedure used 12 Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707 6 Periodic special inspection is required during the anchorage of storage racks 8 feet or greater in height in structural assigned to Sejsmic Design Category D. E. and F 13 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation Thank you END City of Carlsbad 081849 10/10/08 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 081849 PREPARED BY David Yao DATE 10/1O/08 BUILDING ADDRESS 2350 Cammo Vida Roble BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION storage racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review [I I I Repetitive Fee ~^~j Repeats Based on hourly rate Comments $18000 Complete Review D Other m Hourly D Structural Only 1 5 Hours Esgil Plan Review Fee $14400 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB081849 DATE 9/29/08 ADDRESS 2350 CAMINO VIDA ROBLE RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER STOCK PILE PLANNER GINA RUIZ ENGINEER DATE 9/29/08 DATE II \AIIMIN\(:U|i\Ti;R/PLA\\l\(,/r\i;i\i;i:itl:M; APPROVALS Carlsbad Fire Department BUILDING 1 jMt ^«t *«M Plan Review Requirements Category TI, INDUST Date of Report 10-16-2008 Reviewed by Name RICHARD LUND Address 7970 SORRENTO VALLEY BLVD H SAN DIEGO CA 92121 Permit # CB081849 Job Name MODERN POSTCARD HIGH PILE Job Address 2350 CAMINO VIDA ROBLE CBAD 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 CON0003108 [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 Comply with Articles 1 and 81 of the California Fire Code for high-piled combustible storage Show on floor plan locations and dimensions of the designated storage area A special use permit shall be obtained from the fire department prior to final inspection Location of required fire department access door Provide aisle dimension between each storage array Entry 10/16/2008 By GR Action CO V > 1 - High Pile Storage Rack 2350 Camino Vid a Roble 16'-0"xl2'-0"x3'-6: for Storage of Corrogated Cardboard t T pie, ffl / g •We d f~:wi T r i ( 11 o k WT 1 9 '-PL, . /too ft, PROJECT: CLIENT ! JOB NO PAGE DESIGN BY REVIEW BY INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 1151) Building location Site class (A B C D E F) The coefficient (ASCE Tab 12 8 2) The coefficient(ASCE Tab 1221) W, h = Zip Code C,= R = 150 92008 D 002 400 ft k (IBCTab16045) (If no soil report use D) DESIGN SUMMARY Total base shear V 0 32 W (SD) = == ; 7 '.' Seismic design category Latitude 3315116 Longitude 1173052 Ss= 126060 %g Sms= 1261 g Fa = S, = 44 487 %g Sm1 = 0 692 g Fv = SDS = 0 840 g SD1 = 0 461 g 2 1 D 1 000 1 555 k (SD) k (ASD) 160 ft 5 k k = 1 00 (ASCE 12 8 3 pg 130) h" = 80 x = 0 75 (ASCE Tab 12 8 2) Ta=C,(hn)x= 016 Sec (ASCE 12821 VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor No Name Height ft Height Weight hx wx ft k Lateral force (5) each level Fx Vx O M k k k-ft Diaphragm force IF, ZW, Fp, k k k 1 Roof Ground r: Ezza rzzu 80 1 000 1 6 1 6 1 6 25 4 °\,(P r i /- ( ^ 6>It '" ^^l 5 3 v*. ]f 7 f- o h~ co10 •*o o>CD COo o>oo T- O <T)If) OO CM CM CM CM CN -r- i- tf) LO 99 LU LUco co O> CM LO IO LOO> Is- h^ I*—LO CD CD CDCN OO OO OO TO O ° Oi ' O O CO 0c o s^ cuO)03 O co LO h~oo o CN O LO LO CN CM O O CO LO N- LO00 O O o o o> IO CO COco en CM CN cococoCMooCO CM CD r^ LO o) oo KT co^- 05 co co CN t"^- c^ CO CO CM ^— O) 00 T- -^f CM O CO CDOJOOLOCOCOCDCMOOh-OO'^CCM------- O5 CD CM 00 CD - o oo r~- s CMCM feoCOo CO ooco Xro ro £: _. co2 J5 u. Volume-To-Weight Conversion Chart The following conversion estimates are approved for schools to use in the RecycleMama competition For questions about the conversion chart or estimating weights, email or call the helpline, recyclemama@nrc-recycle org or (202)-903-0851 Unless otherwise noted, all figures are from averaged ranges published in Measuring Recycling A Guide for State and Local Governments, by U S Environmental Protection Agency, Washington 1997 1 "Recycling Data Report," California Integrated Waste Management Board, Sacramento 1996 2 Based on CURC Standards Committee, peer reviewed estimates 3 Based on RecycleMama Steering Committee estimates Paper (All grades loose and unbaled) Newspaper Office paper Mixed paper 1 Magazines Corrugated Cardboard """" -Flattened boxev Containers (cans, bottles, jars) Commingled cans, glass and plastic bottles Whole glass bottles (0-10% broken) Aluminum cans (whole, unflattened) Steel cans (whole, unflattened) Plastic bottles (whole, unflattened) 433 pounds/cubic yard 568 pounds/cubic yard 484 pounds/cubic yard 950 pounds/ cubic yard 100 pounds/cubic yard 200 pounds/cubic yard 600 pounds/cubic yard 63 pounds/cubic yard 150 pounds/cubic yard 36 pounds/cubic yard 4 62 cubic yards/ton 3 52 cubic yards/ton 4 13 cubic yards/ton 2 11 cubic yards/ton 20 cubic yards/ton 10 cubic yards/ton 3 33 cubic yards/ton 31 75 cubic yards/ton 13 33 cubic yards/ton 55 55 cubic yards/ton Single Stream (Containers, paper, cardboard) 3 139 Ibs/cubic yard 15 46 cubic yards/ton Food Waste £f I atel? 1 IYl § ** 3 tQ m5 O 0 CO en oo 00 ** <t> a- O — "D5"= O ro 3 z u>r*oo §sl — OS(D 3- W« ? = N(DV> Q) O 3oV Q. W OW(/)cr0) 3" <D o 5 -0 "> |ntf) •?•C 2o Q- 3- W Q> NV> (Q -n w o fl)5- <t> s " 01 _. g '•' to S NJ a o m, ? T(Dn 1s "s w- 1 CD 3 ?(Q O (D O ffi -•y o 0)3 Q. > 3O 3" O "5.T3 >CD CD —01 -> "Otn -L -iCD fD o-, q CDCD 3 tn CD TI 3O O. « m ^ COID>73OOOm mco 800-438-5629 • www.wirewayhusky.com ©2008, VVircway/Husky Corp. All Rights Reserved. Contents for the use of authorized distributors only. i" -,_,. "_ -'-^ i i'.'/^.73momo;*c/>tjmoT| o§ Oz<y> 800-438-5629 • www.wirewayhusky.com ©2008, Wireway/Husky Corp. All Rights Reserved. Contents for the use of authorized distributors only. by nonbuilding structures shall be designed in accordance with Chapter 13 of this standard 15 4 STRUCTURAL DESIGN REQUIREMENTS IS 41 Design Basis Nonbuildmg structures having specific seismic design criteria established in reference documents shall be designed using the standards as amended herein Where refer- ence documents are not cited herein, nonbuilding structures shall be designed in compliance with Sections 15 5 and 15 6 to resist minimum seismic lateral forces that aie not less than the require- ments of Section 12 8 with the following additions and exceptions 1 The seismic force-resisting system shaJJ be selected as fol- lows a For nonbujldmg structures similar to buildings, a sys- tem shall be selected from among the types indicated in Table 12 2 1 or Table 15 4-1 subject to the system lim- itations and height limits, based on the seismic design category indicated in the table The appropriate values of R, Qa and Cj indicated in Table 15 4-1 shall be used in determining the base shear, element design forces and design story drift as indicated in this standard De- sign and detailing requirements shall comply with the sections referenced in Table 15 4-1 b For nonbuilding structures not similar to buildings, a system shall be selected from among the types indicated in Table 154-2 subject to the system limitations and height limits based on seismic design category indicated in the table The appropriate values of R, S20, and Q indicated in Table 15 4-2 shall be used in determining the base shear, element design forces, and design story drift as indicated in this standard Design and detailing requirements shall comply with the sections referenced in Table 15 4-2 c Where neither Table 154-1 nor Table 15 4-2 contains an appropriate entry, applicable strength and other design criteria shall be obtained from a reference document thai is applicable to the specific type of nonbuilding structure Design and detailing requirements shall comply with the reference document For nonbuilding systems that have an R value provided in Table 15 4-2, the seismic response coefficient (CJ shall not be taken less than C, =003 (154-1) and for nonbuilding structures located where S\ > 0 6g, C, shall not be taken less than c> = ^ ('54-2> EXCEPTION Tanks and vessels that are designed to AWWA D100 AWWADI03 API 650 Appendix E and API 620 Appendix L as modified by this standard shall be subject to the larger of tin. minimum base shear values defined by the reference document 01 the following equations Cs = 001 (154 \) and for nonbuilding structures located where S\ > 0 6g C, sh ill not be taken less than C, =055i If!(1544.) Minimum base shear requirements need not apply to the conveclivi (sloshing) component of liquid in tanks The importance factor, / shall be as set forth in Section 1541 1 TABLE 1541 SEISMIC COEFFICIENTS FOR NONBUILDING STRUCTURES SIMILAR TO BUILDINGS Nonbuildmg Structure Type Steel storage racks Building frame systems Special steel concentrically braced frames Ordinary steel concentrically braced frame With permitted height increase With unlimited height Moment resisting frame systems Special steel moment f rimes Special reinforced concrete moment frames lulu mediate steel moment frames With permitted height increase With unlimited height Inii. i mediate reinforced concrete moment frames Wnli peimitted height increase Wnli unlimited height Onliii iry moment frames of steel With permitted height increase With unlimited height ( )ulm uy reinforced concrete moment frames Wnli pu milled height increase Detailing Requirements 1553 AISC341 AISC341 AISC341 AISC 360 AJSC341 14 2 2 6 & ACI 3 1 8 including Chapter 21 AISC 341 AISC 341 AISC 341 ACI 3 1 8 including Chapter 2 1 ACI 318 including Chapter 21 ACI 3 18 including Chapter 21 AISC 341 AISC 341 AISC 360 ACI 3 1 8 excluding Chapter 2 1 ACI 318 excluding Chapter 21 a 4 6 3'/4 2'/2 1 5 8 8 45 25 1 5 5 3 08 35 25 1 3 08 n0 2 2 2 2 1 3 3 3 2 1 3 2 1 3 2 1 3 1 Cd 35 5 3>/4 2 '/2 1 5 55 55 4 25 1 5 45 25 1 3 25 1 25 1 STRUCTURAL SYSTEM AND HEIGHT LIMITS (ft)a e A&B NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL C NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NP NL D NL 160 35* 160 NL NL NL 35* * 160 NL NP 50 NL NPcrf 100 NL NP 50 E NL 160 35* 160 NL NL NL Npcrf 160 NL NP 50 NL Npcrf 100 NL NP 50 F Nl 100 Ml-' 100 Nl Nl Nl Nl' '' Kid Nl Nl1 "in Nl Nl"' Nl1 ' Nl Nl S(l "Nl =»<> hum md NP = not permitted Height shall be measured from the base ' Si, 11 iMilin uy In ned frames are permitted in pipe racks up to 65 ft (20 m) MI 11 niiliii uy moment frames and intermediate moment frames are permitted in pipe racks up to a height of 65 ft (20 m) where the moment joints ol fii'iij i IIIIIKI.IIOIIS HL constiucted of bolted end plates 'Slu I iiiilin uy moment frames and intermediate moment frames are permitted in pipe racks up to a height of 35 ft (11 m)11.11 ilu (impost., ol hujjit hum determination the height of the structure shall be taken as the height to the top of the structural frame making up the pi fjl M isnm. IIMIL ixsisdnj, system Ib 1.ASCE 7 Ofi O Sto f.<" o II ^<" (DIr f S-.3§ oa>o• Tl n 3U CO CDCD (D0) Q) cn M o O enE °> Q. CO li3 TJ o- SL I Buy with ConfidKfcCK MAUUVfttTUftEltS INSTITUTEMEMBER COMPANYCD 3 0CD 9 tfv)r+CDa B) a O 0 3ui5'a pay a single invoice to WWH).• Reduced rates (customer can takeadvantage of our low rates).i • • Z "Z. 0 O o" o" D Did mID n> -T -1 D 13 rt> 0<T> m Q. Q. 3' -310 10 rf rf-0 0 T3 Q) ^3 *Zo CD 5'S1 < ->O -h S 2 WUO ?? ^:.available but cannot be guaranteed beweek. This can provide several benefitincluding:in •< ~ O-Q. 0 -"n>Wireway/Husky will provide "prepaid'service LTL loads. Flatbed prices are alUl '0 =?tt> IQ : T » Freight Service «It is the responsibility of any user of ttto ensure that their unique and specifiapplication corresponds in the first insthis Specification, then also to any othnational codes and/or regulations thatapplicable. The descriptive guidelinesvarious points in this book are just theguidelines; and are only offered as a spoint for the general education of anythis book. Any user applying these guwithout reference to both the Specificsfull knowledge of the individual appliesnational/local codes, and all applicableregulations, do so at their own risk.^"S^nT^O^^S"0--6'5-g-^^ ^3-.^Q.m =«=>=: 9= ^<OSS3 5J n> S.'-Q So- Q; n-to' =,3 </> -" ^ n — o 3 ^a * o £specification.Wireway/Husky requires all of its equijused within the parameters of the abo< w S 3 i^5Q) t~fr-fn> crQ. ft)Wireway/Husky fully endorses the 'Spcfor the Design, Testing, and UtilizationIndustrial Steel Storage Racks - 20071*1O Q)3 <-r O•» Scope of Responsibility «Wireway/Husky is a member of the RaManufacturers Institute of the USA.n7? 800-438-5629 • www.wirewayhusky.com 800-438-5629 • www.wirewayhusky.com ©2008. Wireway/Husky Corp. All Rights Reserved. Contents for the use of authori/ed distributors only. 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T3rt rt 3 C D3 *Pleasea5'-*Hrjnttiaa0•»an 1§|Q & 1 0 n0 3Oi^ f? SIQ It DC35c'Do1COIDr*.~(B— .XU07TC_ 0— CD 800-438-5629 • www.wirewayhusky.com ©2008, Wireway/Husky Corp. All Rights Reserved. Contents for the use of authorized distributors only. i — t~?MV* j ^ tt|!<Q n • * a S = | .-»iiEnn in ^ o feel0 13 <" _ 3. 0)crto oo 3- -».** 3II (Q 0 N __. ro ro — »- { L fn— roCOoot 3/' oo — »-on " i P 1 f ! I_ _should be shimmed lev2.QJ(-1ot o rt rtCT ro o •aro v-1 ro"^ ID f 'S i r M 8f whatsoever about anyi '. ii . n OI Husky representatc sistance. rOl • ( ) 1 • QJ• • C: ]General Pallet racsafe specification of coindustry specification art ^ ^a. -o 5g o uiro fD QJ0 it oT"^ Ul rt c o" Dcr -i ui are structurally engineeresimple cases where conditication. If, in the future, tld systems that carrions are perfect. Trlis specification is rH? 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CT ro ro --" cr t2.roo. 3 "> a 3> S fD QJ rt rS^*JJ n o ro fD zp 3^3S- ro T g C OJ ro "^ vo rt ro CT -aro oi 800-438-5629 • www.wirewayhusky.com €2008, NVircnav/llusky Corp. All Rights Reserved. Contents for the use of authorized distributors only. I 3CT crCD CD™i —iO OCD 00 ?. 03 C S- 3 o" ^ °~ o I ?^ 03—I t^o w ;•) Tl n 05nD C C33cr crCD CD(D•:•:• S1 iS IO CD §" i - LT CD Q]D: (/>3"(C—rOCiiQ.3'(fi W CD ;£-Q) —hcn i— ® OO 03 II nQ CD r~o03Q. Q 0) <fl 3 ^ £? CD§"8- UJu oo I I"SI >< -iCD C/> o 5J %-J *"** Q- 2-80 Oto5 g 03 o —° ~ 3 CD (Qfif g_ E 5 mn cr "O O —;*- CD C "CW _ =S S3. 3•O id. . , n 3CD -Q- 3"c g i s (8 ^ Q) ^*I £ ffCQ 3 -o Q i ^ ~3 CD r-t-'O ,=- •< CDCQ-y (A ^3S 55" £s»CB Tl ^^ ?1 cF IBtit zSO Q.•O O CD1 03 CO ^ aaa 1ll 1 1 . f tt>03CD O CD OCD m 303 03CDV.203 Tl X mQ1C(/>CD TelephoneQ)0)o(/>(DO o" ft) CD Ct» 800-438-5629 • www.wirewayhusky.com €2008, U irc\vay/Husky Corp. All Rights Reserved. Contents for the use of authori/cd distributors only. o § § 2 S §en -» -» o> --J eo• CO OJ W 0> CO CO *> O> en Le» o> oo oo p^Aenenenenencn en en en S o en oo ro o M *. ai co o KJ eo en O) ~j to o ro eo en-» eo Kji General Notes CD en *» eo 10 -* CD CO 0)CD03 CD CDQ) O 800-438-5629 • www.wirewayhusky.com ©2008, Wireway/Husky Corp. All Rights Reserved. Contents for the use of authorized distributors only. 7)momo*V)-omoT] o Oz 03 P DO (A (D•O CDO (D = 01?. 3 o (/)s. "° CO O2 5 3 S~*-6'3 oc g • JQ O.£> 3' 1• • m n3 g j/T c Joa Oo3n;-3 u t?0. 005a r~ CD IQr-^ — 0 Q)D. 10 n io 1 ZC cr(D"^o ^*s?o oB)•o01O (D 0<DO T3 o'0)r*f 5' 3 5" 0 0) o' o0 I oc(flrt-o 3 800-438-5629 • www.wirewayhusky.com ©2008, Wircuay/Husky Corp. All Rights Reserved. Conlents for the use of authorized distributors only.