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2221 LAS PALMAS DR; G; CB081911; Permit
\ ' -·· 12-18-2008 City 9f ~arlsbad 1635 Faraday Av· Carlsbad; CA 92008 Commercial/Industrial Permit · Permit No: CB081911 Building _Inspection Request Lirie (760) 602-2725 Job Address: 2221 LAS PALMAS DR CBAD St: G Permit Type: Tl Sub Type: IN DUST Parcel No: 2130503101 · L9t#: 0 Status: Valuation: $140,000.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: PALOMAR CLEANERS-FROM 480 SF Plan Approved: OFFICE & 3520 SF WAREHOUSE (SEE CB830207)TO 4000 SF Issued: Applicant: 2221 LAS· PALMAS LLC BOB SOMMERS STEF 2221 LAS PALMAS DR 92011 760 6851700 Building Permit Add'I Building Permit Fee Plan Check Add'! Plan Che.Ck Fee Plan Check D,icount ~ ·Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD.#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I -Pot. Water Con. Fee Reel. Water Con. Fee -""•·,~ '" ,. Inspect Area: Plan Check#: Owner:;···:-· ·HOUSE OF CARDS INC $791.53 $0.00 $5:14.49 $0:QO $0.00. $29.40 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $b.OO $0.00 $0.0b. 1 OW 16TH AVE S-#202 NASHVILLE TN 37212 Meter Size Add'I Reel. Water Con. Fee Meter·f.e·e SDCWA°Fee CFO Payoff Fee .PFF (3105540) PFF (4;305540) License Tax (3104193) License Tax ( 4304193) Traffic Impact Fee (3105641) Traffic Impact Fee (43055_41) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additlor;ial,-Fees HMPFe.~ TOTAL RERMIT'FEES Total Fees: $10,106.17 Total Payments To Date: $10,106.17 Balance Due: ISSUED 10/09/2008 LSM 12/15/2008 12/15/2008 PD $0.00 $0.00 $0.00 $0.00 $2,127.58 $1,963.92 $0.00 $0.00 $0.00 $0.00 $34.00 $35.00 $24.00 $0.00 $4,586.25 $0.00 $0.00 ?? $10,106.17 $0.00 Inspector: fY:': -~ Clearance: _____ _ NOTICE: Please take NOTICE that approval of your. project includes the "Imposition" offee~, 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 feesiexactions. 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 proc6,~sing 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 sp(lcified fees/exactions DOES. NOT APPLY to water and sewer connection fees and capacity changes, norplanning, zoning, grading or pther similar application proce~sing or service fees in connection with this proje:;t. NOR DOES IT APPLY to any fees/exaction of which ou have reviousl b n iv n a N TICE similar to this or as to.which the statute of limitation~_bas reviousl otherwise ex ired. City of Carlsbad· ~ 1635 Faraclay /we:, Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602s8558 www.carlsbadca.gov Building Permit Application . . JOB ADDRESS 1,,-:Z,. "'?-" CT/PROJECT# Plan Check No. (iBO 8' l 0. I \ Est. Value / l{'O 00 SUITE#/SPACE#/UNIT# -_Ob #BEDROOMS #BATHROOMS DCC.GROUP PATIOS(SF) FIRE SPRINKLERS YES D NOD APPLICANT NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR BUS, NAME ADDRESS CITY STATE ZIP : PHONE FAX EMAIL STATELIC. # . STATELIC.# CIJ\SS CITY BUS. LIC.# /lee. 7031.5 Business and Professions Code: Any City or CounlY, which requires a permit to construct altei improve, demolish or reP.air any structure prior to its issuance, abo requires the applicant for such pemit to file a signed statement that he is ficensed .11uriuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business i.nd Pro1essions Code} or that he is exempt therefi'o·m, and the bam for the alleged exemption. Any violation of Section 7031:5 by any-applicant for a permit sub~cts the applicant to a civil fJ'nalty of not more than five hundred dollari {$500}). """""'""' , Vv,c .,. "' ,.,, ~"'"'' =+; ""~v=:P,..J!m'X.,,,""" : ,,, , , , --"'*":-"'"' ~~H r. ~Ar::,,t\1'"'1! .,,"'l.; -W.O R K .El RS' COMP .El NS AT ION · ' , ./:;,#, . 1,tq·:~r;t;'t.,;.r,::' Workers' COmpensatlC>n Declaration: I hereby affirm under penalty of peljury one of the following declarations: D I have and will maintain a certificate of conaent to self•ln111re for workers' compensation as provided lly Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and wlll 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 carrier and policy number are: Insurance Co. ___ ~---------------P61icy No·--------~-~-~ Expiration Date ________ _ This section need not be completed if the permit is for one hundred dollars ($100) of less. D 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'ls unlawful, and shall subject an employer to criminal penalties an'd civil fines up to one hundred thousand dollars (&100,000), In addi\lon to the cost ofcompensatlon, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees, ~ CONTRACTOR SIGNATURE DATE I hereby affirm th.at I am exempt from Contractor's License Law for the following reason: a I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structur~ is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or·improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). ~ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of r · property who builds or improves thereon, and contracts for such projects with contracto~s) licensed pursuant to the Contractor's License Law). , 0 I am exempt under SectiM · 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 tJ No 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I hav~ contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4. I plan to provide portions of the work, I have hired the following person to coordinate, supeJVise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some.of thework, but ave ontracted (hired) the following perso_ns to provide the work indicated (Include name/ address/ phone/ type of work): Is the applicant or fulure building occupant required to submit a business ~cutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes "6No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes ~o . Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes -No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED uRLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . . I certifythatl have read the application and state that the aboYe lnfonnatlon is cortectand that the lnfonnatlon on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatr.ie of the City ol Carlsbad to enter upon the above mentioned property for itspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWA'r'ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavaf er 5'0' deep and demolltk.JrJ or construction a structures over 3 stories it height. EXPIRATION: Every pennlt issued by the Buikl ial under the provisions of this Code shall ewire by li'nitatioli and become null and void H the building or work authorized by such pennlt is not commenced within 180 days from the date of such pe · · e 'lditg work a~ed by such peri'nlt is'suspended or abandoned at any time alter the work is commenced for a period ol 180 days (Section 106.4.4 Unfform Building Code). ~ APPLICANT'S SIGNATURE '---.Q...~-...... -------DATE o , Inspection 'List t " Permit#: CB081911 Type: Tl INDUST PALOMAR CLEANERS-FROM 480 SF OFFICE & 3520 SF WAREHOUSE (SEE CB ____ Date .... ___ ... lrisi,ection Item Inspector Act Comments ----· ·-· . --·---·----- 01/08/2009 89 Final Combo MC Fl EGRESS & ADA PER PLAN, PALLET RACKING PER PLAN. L.C.P. & SUB PANELS PER PLAN. DRYER EXHAUST PER MFG. BOILER COMUSTION AIR & EXHAUST PER PLAN 01/08/2009 89 Final Combo RI 1ST THING IN THE AM PLEASE 01/06/2009 44 Rough/Ducts/Dampers RI PM PLEASE 01/06/2009 44 Rough/Ducts/Dampers MC PA COMPLETE PICK UP ~IST 12/30/2008 44 Rough/Ducts/Dampers RI PM PLEASE 12/30/2008 44 Rough/Ducts/Dampers MC co NOTICE ATTACHED 12/24/2008 23 Gas/Test/Repairs MC AP COMPETION OF CLOCK TEST 12/24/2008 34 Rough Electric MC AP WALLS ONLY, SUB-PANELS, TIME CLOCK & BYPASS 12/23/2008 11 Ftg/Found,ation/Piers MC AP FOOTING FOR #500 & #250 WASHERS ST ART CLOCK TEST 12/23/2008 23 Gas/Test/Repairs MC PA 12/22/2008 11 Ftg/Foundation/Piers MC NR COMPLETE ALL WORK, MADE TWO STOPS 12/22/2008 21 Underground/Under Floor MC AP 12/19/2008 11 Ftg/Foundation/Piers MC NR COMPLETE ALL WORK 12/19/2008 14 Frame/Steel/Bolting/Weldin MC NR 12/17/2008 84 Rough Combo MC co SEE NOTICE ATTACHED 12/16/2008 22 Sewer/Water Service MC co 12/16/2008 39 Final Electrical MC WC 12/16/2008 92 Compliance Investigation MC PA MEET WITH OWNER Monday, January 12, 2009 Page 1 of 1 4386280 09:50:44 12-23-2008 sempra. Service ,and Meter Request sa111· .. ~Smlpr1t.~·- SERVICE & METER REQUEST FORM Sep-11·2008 t0:40:40AM J ·-PROJECT INFORMATION _. - Project type: Commercial ----------·----.... . Service Addr: 222:l.,LASJ~ALMASJ;t8_Q.1_G2,_C~RLSBAD, CA 92011 Assessor Parcel# : Cross street: CAMINO VIDA ROBLE Site Hazard: . None CUSTOMER INFORMATION Name: BOB SUMMERS MalllngAddr: 2221 LAS PALMAS DR G, CARLSBAD, CA 92011 Phone No: . (780) 685-1700 ext. EmaJj Addr: _. CONTACT INFORMATION Name: ... · _@s>..I IJJMlla,8-... . --... --.... Malling Ad9r: 2221 LAS PALMAS-DR G, CARLSBAD, CA 92011 Phone: (760) 685-1700 ext. Email Addr: Fax No: fl60) 883-6181 CeH Phone: ELECTRIC INFORMATION Estimated Date When Project Site Will Be _Ready for Service: 12/31/08 Thomas Bros: DPSSNbr: Customer Type: Owner . Contact Type: Custom«-' or Tenant · Pager No: u: : ---L =---Meter No: Bldg Sq Footage (esthnaled): UG or OH: Underground Voltage:120/208 Phase: .3 'f)H~E... Main Panel Slze:200 AMP Service Type: New Service Transformer Nbr: -Load lnfonnatlon- ughts Water Heater Dryer Range Air Condition Well Pump I i J Meat . Largest Mo~r Other [ _ -. _ : . . C~mentl Section I --· ---·' ·--l 212- em.~-•pace,:...C,.uatnd1Jwo_n._w_metere..2ooamp-panel-eech.. . · · -*: \Y-re1e\2-.Se.-T on IO~ . Note: ChtK,'/< with tin, county or your local municipality for J]61'171lt requirements and call 1 (800) 411 ·SDGE.(7343) to setup your bllllng account mn, or Carlsbad ~ : Flnal Bulldlna lnsoactlon . -., "'l'\!7l"lf ~ •• Dept: Building Engineering Planning CMWD St Lite F~ Plan Check #: Date: 01/08/2009 Permit#: CB081911 Permit Type: Tl Project Name: PALOMAR CLEANERS-FROM 480 SF Sub 1:Ype; INDUST OFFICE & 3520 SF WAREHOUSE (SEE CB830207)TO 40 Address: ·2221 LAS PA~MAS DR #G Lot: 0 Contact Person: BOB SUM.MERS Phone: 7606851700 Sewer Dist: · CA Water Dist: CA .......................................................................................................................................................... ~;p_e_ct_e~d-4-~-4,--'r=-::-----~:~ected: /i:rt r Approved -~--_ Disapproved: __ Inspected Date . By: ---------,---Inspected: _____ Approved: __ Disapproved: __ Inspected Date By: Inspected: _____ Approved: __ Disapproved: __ . Comments: ___ ----------------------------- EsGi'I Co.rporation In (J'izrtnersli.ip witli. (jovernment for <Buifaing Safety DA "FE: 12/ 12/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1911 SET:IIJ PROJECT ADDRESS: 2221 Las Palmas Dr Sl!ite G PROJECT NAME: Palomar Cleaners -TI 0 APPLICANT c_E[JDRts:=:, 0 PLAN REVIEWER 0 FILE ~ 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 building 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 Corporation until corrected plans are submitted for recheck. 0 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: IZ] Esgil-Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the pl'an check has been completed. Person contacted: (by: ) Date contacted: . Mail Teleph9ne Fax In Person D REMARKS: By: Doug Moody EsGil Corporation D GA D MB D" EJ D PC Telephone#: Fax#: Enclosures: 12/8/08 9320ChesapeakeDrive,Suite208 + SanDiego,Californja92123 + (858)560-1468 + Fax(858)560-1576 ' ; EsGU Corporation In <.Partnersli.ip witli. qovernmentfor()Jui[aing Safety DATE: 11/26/08 JURISDICTION: City .of Carlsbad PLAN CHECK NO.: 08-1911 SET: II PROJECT ADDRESS: 2221 Las Palmas Dr Suite G PROJECT NAME: Palomar Cleaners -·TI D APPLICANT @1LI@) D PLAN REVIEWER D FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building cod~s. D 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. D 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. D 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: Bob Sommers 2221 Las Pal~as Dr Suite F, Carlsbad, CA 92011 D 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: Bob Sommers Telephone#: 760-685-1700 Date contacted/;_/, /-0/(b~ Fax #: 760-683-6161 Mail/Telephone Fax v"ln Person D REMARKS: By: Doug Moody EsGil Corporation 0 GA D MB D EJ D PC Enclosures: 11/19/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' · City of Carlsbad 08-1911 11/26/0~ RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad · PROJECT ADDRESS: 2221 Las Palmas Dr Suite G PLAN CHECK NO.: 08-1911 SET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/19/08 REVIEWED BY: Doug Moody FOREWORD (PLEASf READ): DATE RECHECK COMPLETED: 11/26/08 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. lhis 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. A. Please make all corrections on the original tracings and submit prints to.: new complete sets of B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we. have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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? DYes .ONo ' · . City of Carls'f?ad 08-1911 11/2~/08 . · Please make all corrections on the original tracings, as requested in the correction list. Submit three 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 BuildingDepartment, 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Please provide the UL listing and manufacturer's installation information for all ne'N equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational •.veight, anchorage and seismic restraints if .required etc. Section 106.3.3. Please provide the calculations for the support and anchorage of the 5000 gal storage tank and provide the plans and calculations for the anchorage of the pallet racking systems. Please provide foundation plans and details for the support of the washers. (Detail the anchorage requirements per the manufacturer's specifications. 2. Please provide the listing information and manufacturers installation requirements for the dryers, listing the combustion air requirements and make up air requirements for the dryers. I was unable to find the spe.cification for the 170# dryers? .3. Please provide the listing information and manufacturers installation requirements for all i.vashers, listing the water supply requirements and v,iaste and drainage requirements (the 500# required a minimum 8'' drain) the 'Naste system may be required to be designed by a licensed mechanical engineer. Please provide calculations to show the foundation adequate for the 18,900# washer anc;J the attachment adequate for the 300G centrifugal force. I was unable to find the discharge volume's for the washer in GPM's? 4. Please provide the listing information and installation requirements for the nev.i water heater, show the required clearance .. tQ. combustibl~s, flue clearances, protective shielding of the platform the heater is to be mounted upon etc. The Parker Water Heater meets the definition of a boiler ( a volume exceeding 120 gal, a heatin~ input exceeding 200, 000 BTU's or an operating temperature exceeding 21 0 . • J ' .City of Carlsbad 08-1911 11/26/08 . · .5. Please provide the listing information and installation requirements for the new Parker boiler, she>.\' the operational i.veight, the. protective shielding of the platform the heater is to be mounted upon. Show location on the plans. Please show the requirement for both boilers. 7. 8. 9. Please provide engineered plans and calculations shov.iing the discharge of the 'Nashers to be consistent with the manufacturer's specification (detail a hub drain, floor sink or trough and the required clearance), show the fixtures requiring standpipes, show the fixtures i.vhich gravity drain and the connection, please provide the water demand for the individual washers. Show any attachment requirements. Please address the following concerns regarding the waste· system: a) Please provide accurate details of the construction of the reuse trough specifically the overflow t<;> the drainage trough (the waste line plans show a trapped drain how is this possible ·if the reuse draws from the bottom by way of pumps?) · b) Ph~ase provide plans and diagrams of the reuse drainage system. Include the size, model number and GPM. c) Please indicate the uses of all other tenant spaces in the building and show .the 4" sanitary waste adequate to carry the entire building load or show the waste system from the trough to discharge to the 6" building lateral. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: Please revise the plans to show the boiler Parker Boiler to be enclosed. ROOM OR AREA SEPARATION AND/OR PROTECTION Rooms with boilers where the 1 hour or provide automatic fire-extinguishing largest piece of equipment is system over 15 psi and 10 horsepower Provide complete plumbing plans, including: a) Complete drain, waste and vent plans the plumbing plan on does not appear to include all plumbing connections. Please revise the waste line diagram to show the location and size of all vents and cleanouts. b) Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0. Please revise the gas line plans to show the pressure regulators to be equipp·ed with an approved valve preceding the regulator, show the regulator to be vented to the exterior, show the piping to be identified as medium -pressure 1209.7.1 to 1209.7.7 c) Provide complete water line si4iog calculations, including the 1Nater pressure, pressure losses, water demands, and developed pipe lengths. UPC Section e-1-M. d) Show water·heater size, type and location on plans. UPC, Section 501.0. 11. The completed and signed ENV-1, L TG-1, and MECH-1 forms must be imprinted on the plans. ) ' · ' City of Carlsbad 08-1911 11/26/08 . · Please have the principle designer of the LTG-1-C form sign the imprinted document. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). Please complete the L TG-1-C part 2 of _4 mandatory automatic controls portion of the L lG-1-C forms. Please have the principle designer check the appropriate box(s) and complete the Statement of Compliance System Acceptance section of the L TG-1-C part 4 of 4 documents. 12. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A pr.imary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. 13. Show ·on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide . detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, 11.1alks, handrails, provide dimensioned parking stall details etc. please provide a clearer detail of the accessible parking. 14. It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plan$ shmving the restroom to be accessible compliant.. a) Show that grab bars comply with the .following, per Section 11158.4: b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the rear grab bar only may be installed as high as 36". To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if ar:iy changes have been made to the plans that are not a result of corrections from this. list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 ' ' • " City of Carlsbad 08-1911 11./26188 . · 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 Doug Moody at Esgil Corporation. Thank you. EsGil Corporation . . In (Partnersli.ip witli. <;overnment for (}3ui{aing Safety DATE: 11/ 13/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1911 SET: I PROJECT ADDRESS: 2221 Las Palmas Dr Suite G PROJECT NAME: Palomar Cleaners -TI DA~NT e:Jufas D PLAN REVIEWER D FILE D 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 building 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. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation 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. cgi. The applicant's copy of the check list has been sent to: Bob Sommers 2221 Las Palmas br Suite F, Carlsbad, CA 92011 D 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: j3ob Jommers Date contacted: /1//3/0 Kb~ Mail Telephone VFax/ln Person D REMARKs:· {c~ By: Doug Moody~) EsGil Corporation D GA D MB D EJ. D PC Telephone#: 760-685-1700 ·Fax #: 760-683-6161 Enclosures: 11/6/08 9320 Chesapeake Drive, Suite 208 + San.Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City ot Garlsbad 08-1911 _ 1,1/13/08 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 08-1911 OCCUPANCY: B TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINK.LERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/9/08 DATE INITIAL PLAN REVIEW COMPLETED: 11/ l3/08 . FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Laundry ACTUAL AREA:· 3802sf · STORIES: 1 HEIGHT: OCCUPANT LOAD: 19 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/6/08 PLAN REVIEWER: Doug Moody 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 reg1:Jlating energy conservation, noise .attenuation and access for the disabled. Thif 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of c:1 building permit. · Code sections cited are based ori the 200.7 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformanc~ with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county· or city law~ To speed up the .recheck process, please· note on this list (or a copy) where each correction item has been addressed, i.e.,· plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revis.ed plans. City of .. Carlsbad 08-1911 . 11'/13/08 Please make all corrections on the original tracings, as requested in the correction list. Submit three 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, 163B 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. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 106.3.3. 2. Please provide the listing information and manufacturers installation requirements for the dryers, listing the combustion air requirements and make-up air requirements for the dryers. 3. Please provide the listing information and manufacturers installation requirements for all washers, listing th~ water supply requirements and waste 1 and drainage requirements (the 500# required a minim1.Jm 8" drain) the waste system mc;:1y be required to be designed by a licensed mechanical engineer. Please provide calculations to show the foundation adequate for the 18,900# washer and the attachment adequate for the 3O0G centrifugal force. 4. Please provide the listing information and installation requirements for the new water heater, show the required clearance to combustibles, flue clearances, . protective shielding of the platform the heater is to be. mounted upon etc. 5. Please provide the listing information and installation requirements for the new Parker boiler, show the operational weight, the protective shielding of the · platform the heater is to be mounted upon. Show location on the plans. I ' 6. Please provide plans and calculations sign~d by the California State licensed engineer or architect for the structural support of the roof mounted equipment if the operational weight exceeds 500#. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. City of,Carlsbad 08-1911 11/13/08 7. · · Please provide engineered plans and calculations showing the discharge of the washers to be consistent with the manufacturer's specification (detail a hub drain, floor sink or trough and the required clearance), show the fixtures requiring standpipes, show the fixtures which gravity drain and the connection, please provide the water demand for the individual washers. Show any attachment requirements. 8. Please provide the installation manuals for all equipment to be installed with out this information the. correct sizing of all piping, drain lines, water lines, combustion air openings and gas line sizes cannot be determined. 9. · Incidental use areas may need to be separated from the main occupancy. See . Table 508.2 below. Please address. the following specific concerns: .- ROOM OR AREA SEPARATION AND/OR PROTECTION ... -·---. Rooms with boilers where the · 1 hour or provi<;Je automatic fire-extinguishing largest piece of equipment .is system over 15 psi and 1 0 horsepower . 10. Provide complete plumbing plans, including: a) Complete drain, waste and vent plans the plumbing plan on does not appear to include all plumbing connections. b) Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 c) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 I d) Show water heater size, type and location on plans. UPC, Section 501.0 11. Provide mechanical plans, showing existing and proposed HVAC equipment, ducts and access to equipment. 1.2. Please note in the general wiring notes on the plans "AC Cable is not allowed in A, B; E, H, F, M, Sand I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 13. Please clarify the single line diagram is the system 10 or 30? The panel schedules show 208 4 wire yet the single line does not show enough phase conductors for 30? 14. Provide-complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. Provide the completed ENV-, L TG-, and MECH-forms showing energy compliance. · . . . City of Carlsbad 08-1911 i~/13/'08 . 15. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 16. The completed and signed ENV-.1, L TG-1, and MECH-1 forms mu.st be imprinted on the plans. 17.. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to cornplywith all of the requirements for new buildings, per Section 11348.2. These requirements apply as follows: a) The area of specific alt~ration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. 18. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, Walks, handrails, provide dimensioned parking stall details etc. · · 19. It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compli.ant. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc, Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate}: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 . . Chesapeake Drive, Sl,Jite 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 Doug Moody at Esgil Corporation. Thank you. City of. Carl~bad 08-1911 1)./1?,/08 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody. PLAN CHECK NO.: 08-1911 DATE: 11/13/08 BUILDING ADDRESS: 2221 Las Palmas Dr Suite G BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier . Mod. Tl. 3802 34.31 .. Air Conditioning. . - Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance .Bldg; Perm.it Fee l?Y Ordinance / ..-/ ·-.. -.. ,, ____ ·-··---··-........... El Plan Check Fee by Ordinance "" --~~-----·------- Type of Review: · 0 Complete Review D Structural Only · D Other D Repetitive Fee ==8 Repeats D Hourly · .1 I Hour * Esgil Plan Review Fee Comments: ($) 130,675 130,675 $758.771 $493.201 $424.91 I Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB081991 DATE 10/9/08 (RU-SUBMITTED CHANGES 11/13/08) ADDRESS 2221 LAS PALMAS DR #G . RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOUSPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER LAUNDRY EQUIPMENT-**USE WAS PERMITTED BY PLANNING IN BUSINESS LICENSE IN 20~6 FOR SUITE F, SEE ATTACHED BUSINESS LICENSE APPROVAL** PLANNER GINA RUIZ E~E~-~-<1t-2--- 11:\ADMIN\COUNTER/PLANNING/ENGINEERING APPROVAL'i DATE 11/20/08 DATE 11/4 B ~- _., ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET . D / Estimate based on unconfirmed information from applicant. 10' Calculation based on building plancheck plan submittal. Address: ~~ !-AS .PALM~J4. & . · s·ldg. Permit No. c,(b l>B,,., !) l l ·· Prepared by: __ {LoF-"-----Date:l \/ 0~ Checked by: .. Date: . / -~ -- EDU CALCULATIONS: List types and square footages for all uses. Types of Use·: LAuNJ::>rti Sq. Ft./Units:5 WP6Hl3~ EDU's: 3.].S- Types of Use: ------- Types of Use: ------- Types of Use: ---'-----~ Sq. Ft./Uni~s:_· ____ _ Sq .. Ft./Units: _____ _ Sq. Ft./Units:_~---- EDU's: ----~ EDU's: ----~ EDU's: ----- ADT CALCULATl<;JNS: List types and squ~f~~:ages for :J~esA'U:Y(OL(.q_,,.l PE:eb Types oc_ \{X'A~~~ Sq. Ft./Units '}~o .af r1i <Ki:,'ADT's: -.:.V-- Types of Use: . · Sq. Ft./Units: "35J;ci.ip W~, ADT's: Types of Use: ______ _ Types of Use: ---------'- FEES REQUIRED: Sq. Ft./Units: ----'---- Sq. Ft./Units: ____ _ ADT's: ADT's: ----- ----- ----- WITHIN CFD: 0 YES (no bridge & thoroughfare fee .in District #1, reduced Traffic Impact Fee) D NO 0 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT J FEE/UNIT:_____ X NO. U.NITS:____ = $. ,'lf' 2. TRAFFIC IMPACT FEE Cff.tVlousc,,.y pge;tfJ pex_ aBJfH-tJ?) ADT's/UNITS: _____ X FEE/ADT: ____ · = $ -.CJ 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS:. ____ _ X 0 4. FACILITIES MANAGEMENT FEE / UNIT/SO.FT.: ~5. SEWER FEE EDU's: 3,# 7c;; BENEFIT AREA: _CJ_--'-_ EDU's: =5, 15' ZONE: X X X · FEE/ADT: FEE/SO.FT./UNIT:. FEE/EDU: L 09b .. FEE/EDU: l0, DIST. #3 ) -- =$ =$ =$ 4, / l O ,- =$ J.-f-7~. 2.S- d 6. DRAINAGE FEES PLDA.____ HIGH ___ /LOW __ _ ACRES:_____ X FEE/AC:_-'-_ ':=$ ____ _ 0 7. POT ABLE WATER FEES UNITS · CODE CONNECTION FEE. METER FEE SDCWA FEE IRRIGATION 1 F:IFARMERIKATHY\MASTERSIFEE CALCULATION VVORKSHEET.doc2008.doc Rev. 7/14/00 .~• Car~s_ba~_Fire Department Plan Review Requirements Category: TI , INDUS! Date of Report: 11-30-2008 Name: Address: 2221 LAS P ALMAS LJ,C BOB SOMMERS STEF 2221 LAS PALMAS DR CARLSBAD 92011 Permit#: CB081911 Job Name: Job Address: PALOMAR CLEANERS-FROM 480 SF 2221 LAS PALMAS DR CHAD St: G SUALDING DEP.T,, COPY Reviewed by: _· --=r--Jl,-1/.--"---I-~--"'-- INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adeq ______ _ _____ .•• andards. Please review carefully all comments attached. Please resubmit the necessary plans and/or speci 1ca -;,-hanges "clouded", to this office for review and approval. Conditions: 1. Sheet 1 : Revise Project Description and plans to reflect actual work being done. Sheet 1 : Cite applicable codes used for submitttal. 3. Provide proof of all components listed as "Existing" in form of referencing permit numbers. 3. Show all machinery. Include new pads, racking, etc .. 4. Provide Fire Department notes for all applicable items in relation to CFC, 2007. Include at minimun the following: "(Jfrequired) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; halon ~ystems ~d other special ~es of automatic fire ~rotection systems and app~ances t~ereto shall }e submitted to Carlsbad Fire Department for review and approval PRIOR to mstallat10n. (CFC 01.2)" Entry;&10f2~08 By: GR MET] FIRE APPROVED: Pending Building Department Appro· Action: AP T~IS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. ,ff-THIS APPROV A,L IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, \ CONDITIONS IN " ·, CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 11/30/2008 By: GR Action: AP • m CarJsbad Fire Department Plan Review Requirements Category: TI , INDUST Di:lte of Report: 10-29-2008 Name: Address: Permit#: CB08191 l 2221 LAS P ALMAS LLC BOB SOMMERS STEF 2221 LAS P ALMAS DR CARLSBAD 92011 Job Name: PALOMAR CLEANERS-REINSTALL Job Address: 2221 LAS PALMAS DR CBAD St: G Reviewed by: {!,A_),}1Y,t Bl~DO. DEPT COPY 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: CON0003126 [NOT MET] 1. Sheet 1 : Revise Project Description and plans to reflect a.ctual work being done. 2. Sheet 1 : Cite applicable codes used for submitttal. 3. Provide proof of all components list~d as "Existing" in form 9f referencing permit numbers. 3. Show all machinery. Include new pads, racking, etc .. 4. Provide Fire Department notes for all applicable items in relation to CFC, 2007. Include at minimun the following: "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic. sprinklers and wet and dry standpipes; halon systems arid other speoial types of automatic fire prot~ction systems and appurtances thereto shall b~ .submitted to Carlsbad Fire Departtp.ent for review and approval PRIOR to installation. (CFC 901.2)" Entry: 10/29/2008 By: cwong Action: CO .,- :,- DESIGN AX;tALLY LOADEb TWO WAY FOOTING SIZE ENTIRE FOOTING AREA FOR ENTIRE FULL LOADING 500 LB WASHER/EXTRACTOR FULL LOAD WEIGHT = DYNAMIC FORCE = TOT AL DOWNWARD FORCE= 23183 LBS 1017 LBS 24200 LBS STEP 1 -DIVIDE SERVICE LOAD 'BY ALLOWABLE SOIL PRESSURE TO DETERMINE SIZE OF FOOTING (MAKE SQUARE IF POSSIBLE) Pu= 24.2 kips f'c = 2500 psi Qallow 1000 psf fy = 60000 psi Depth= 18 inches yconc = 145 pcf qn = Qallow -[q(conc) + q(soil)] qn = Pu/qn = 782.5 psf 30.9265 sqJt = 4453.42 sq; in. 66.7339 inch minimum square Use 118 in. X 118 in. Square Footing STEP 2 -SELECT TRIAL FOOTING DEPTH ,- Depth= 1i inches STEP 3 -INCREASE SERVICE LOADS BY LOAD FACTORS AND COMPUTE pu. BY DIVIDING FACTORED LOADS BY FOOTING AREA pu = 1.7*Pu/ Af = 425.4639 psf Vu= 1.?*Pu = 41140 lbs d = Depth -3" (cover) -1/2 Bar Diam= 14.625 inches Diam (in.) Area Assume# 6 Bars 0.75 0.44179 sq.in. STEP 4 -VERIFY PUNCHING SHEAR rs ADEQUATE Column Shape = Base Plate Shape for Steel 12 inch X 12 inch Plate PALOMAR LAUNDRY-CARLSBAD FOOTING CALCS CBa'tr,, V From centerline (critical location) = d/2 from edge of column or plate Vu<= ~Ve= .85(4 + 4/~c) sqrt(f'c) * bo * d <= .85(4) sqrt(f'c) * bo * d bo = perimeter of failure surface d = .effective depth .of footing ~c = ratio of long to short sides of column Vu = 41140 lbs ~Ve= 397178 lbs >= Vu; OKAY 106.5 inches· 14.625 inches i' STEP 5 -CHECK BEAM-SHEAR CAPACITY IN EACH DIRECTION ON PLANES LOCATED DISTANCE d FROM FACE OF SUPPORT. Vu = pu* Area = PALOMAR LAUNDRY -CARLSBAD Area = (1/2*W -1/2*(column width) -d)* W = Area = (1/2*W -1/2*(coh.imn width) -d)* W = 31.4462 sf, For Short Direction 31.4462 sf, For Long Direction Vu (short)= 13379.?2 lbs Vu (long)= 13379.22 lbs CHECK BEAM SHEAR ~*Ve = ~2*sqrt(f' c)*bw*d = ~*Ve= ~2*sqrt(f' c)*bw*d = 146689 lbs 146689 lbs > Vu; OKAY > Vu; OKAY (Short) (Long) STEP 6 -COMPUTE THE AREA OF FLEXURAL STEEL IN tACH DIRECTION Mu= pu*Area(btwn coh,imn face and edge) Mu = 5876047 in-lbs Use Trial Method to establish As Mu= ~T(d-a/2), guess a= 0.68 inches Solve for T T = Mu/~(d-a/Z) = 485975.2 lbs As= T/fy = 8.099586 sq.in.=> 19 Number 6 Bars Check a. Equate T = C C = .85f' c*a*b = 250750 *a= T = 485975 => a= 0.51597 inches (d-a/2) = 14.285 inches Check Minimum Steel Requirement min As = 200*bw*d/fy = bw = l!!.[:mcf.iesJ 5.7525 sq.in. ci4:J::{iJm b.ea @. . COMPUTED As GOVERNS c:6-B;ar..s.c:::::;:;l .§Slsbd~ay c8-ir,1,ch;:,.,Q.;~.)~p_a_cing FOOTING CALCS PALOMAR LAUNDRY -CARLSBAD DEs;rGN AXIALLY LOADED TWO WAY FOOTING CHECK EACH FOOTfOR 1/4 LOAD (CONSERVATIVE, THERE ARE SIX FEET) . STEP 1 -DIVIDE SERVICE LOAD BY ALLOWABLE SOIL PRESSURE TO DETERMINE SIZE OF FOOTIN(? (MAKE SQUARE IF POSSIBLE) Pu= 6.05 kips f'c = 2500 psi Qallow 1000 psf fy = 60000 psi Depth= 12 inches yc9nc = 145 pcf qh = Qallow -[q(conc) + q(soil)l qn = Pu/qn = 855 psf 7.01602 sq.ft = 1018.95 sq. in. 31.921 inch square Use 32 in. X 32 in. Square Footing STEP 2 -SELECT TRIAL FOOTING DEPTH Depth:; 12 inches STl:P 3 -INCREASE SERVICE LOADS BY LOAD FACTORS AND COMPUTE pu BY DIVIDING FACTORED LOADS BY FOOTING AREA pu = 1.7*Pu/ Af = 1446.328 psf Vu = 1.7*Pu = 10285 lbs d = Depth -311 (cover}-1/2 Bar Diam= Diam (in.) Assume# 5 Bars 0.625 8.6875 inche$ Area 0.3068 sq.in. STEP 4 -VERIFY PUNCHING SHEAR IS ADEQUATE Column Shape = Base Plate Shape for Steel .12 inch X 12 inch Plate From centerline (critical location) = d/2 from edge of column or plate Vu<= ~Vt= .85(2 + 4/~c) sqrt(f'c) * bo * d <= .85(4) sqrt(f'c) * bo * d bo = perimeter of failure surface d = effec:t.ive depth of footing 82.75 inches 8.6875 inches FOOTING CALCS J)c = ratio of long to short sides of column 1 Vu = 10285 lbs il>Vc = 183317 lbs >= Vu; OKAY STEP 5 -CHECK BEAM-SHEAR CAPACITY IN EACH DIRECTION ON PLANES LOCATED DISTANCE d FROM FACE OF SUPPORT. Vu = pu* Area = PALOMAR LAUNDRY -CARLSBAD Area = (1/2*W -1/2*(eoluinn width) -d)* W = Area = (1/2*W -1/2*(column width) -d)* W ::; 0.2916 7 sf, For Short Direction 0.29167 sf, For Long Direction Vu (short)= 421.8457 lbs Vu (long) = 421.8457 lbs CHECK BEAM SHEAR f*Vc = ili2*sqrt(f' c)*bw*d = ili*Vc = ili2*sqrt(f' c)*bw*d = 2363d lbs 23630 lbs > Vu; OKAY > Vu; OKAY (Short) (Long) STEP 6 -COMPUTE THE AREA OF FLEXURAL STEEL IN EACH DIRECTION Mu= pu*Area(btwn column face and edge) Mu = 192844 in-lbs Use Tried ,Method to e.stablish As . Mu = il>T(d-a/2), guess a = 2.2 inches Solve fort T = Mu/ili(d-a/2) = 30686.23 lbs As= T/fy = 0.511437 sq.in.=> 2 Number 5 Bars Check a. Equate T = C C = .85f 'c*a""b = · 68000 *a= T = 30686.2 => a= 2.21598 inches (d-a/2) = 7.5875 inches Check Minimum Steel Requirement min As= 200*bw*d/fy= 0.92667 sq.in. min As GOVERNS bw =· 3·27iicnes Qt:tslumoet:J c5-Bgr,s Eac:iq:'.Way @ c8:if.fch::O;G;:Spat::: i ng:::...-::; Spacing Required at Feet less than that required for entire foundation, OKAY FOOTING CALCS November 17, 2008 Western State Design ATTN: Andy Jeninga Email: andy@westernstatedesign.com Reference: Palomar Laundry, Carlsbad, CA SUBJECT: DYNAMIC LOAD INFORMATION The following information is in response to your request for the dynamic force transmission characteristics of our washer extractors. Determining the suitability of a floor, foundation, or other supporting structure to support any washer extractor requires analysis by a qualified structural engineer of the forces transmitted to the floor by the machine, and the reaction of the foundation to these forces. Machine Static Load Max. Dynamic Force Frequency .Mc;,del (full load + water) Transmitted to Foundation (RPM/60) (normal operation) 30022V6J approx 1,344 ·1bs 1,5'98.29 lbs force (RMS) 9.92 Hz ·48036QHP approx 7.,988 lbs 666.81 lbs force (RMS) 10.00 Hz 64046E6N approx 23, 183 lbs 1,017.05 lbs force (RMS) 10.00 Hz The data pr~sented depicts the dyhamic force(s) transmitted to the floor during normal operation at the listed machine model's highest operating speed, at which water is "centrifuged" from the linen. Operational factors may lead to rare exceedences of the dynamic force listed above, and therefore an appropriate factor of safety must be applied. Where there is more than one machine in your installation, the structural engineer should include in his analysis the cumulative load., or "beating" effect on the floor produced by the simultaneous operation of several machines. The preceding r1;3ptesents the machine side of the question regarding the suitability ofa floor system to support a partiGular machine. The question which your structural engineer must determine is how the floor reacts to the machine. To this end, please see both sides, B22DB91024 and B22DB91025, of the accompanying Dealer Bulletin dated September 18, 1992, which highlights potential problems due to insufficiently strong and/or rigid foundations. Our standard warranty BMP720097(R)/92732A(72332A) is also attached. November 17, 2008 Pellerin Milnor Corporation Page 1 of 2 PO Box 400, Kenner, LA 70063 (504) 467-9591 Since we are constantly improving our products, the data listed herein may change without notice in the future. We therefore do not assume responsibility for the accuracy of the enclosed data for any speeific machine of this model unless the herein listed tnachine(s) are ordered from the factory within 90 days of the date of this letter. Thank you for your interest in MILNOR products. Best regards, PELLERINMILNOR CORPORATION qary Lazarre Gary L. Lazarre Manager Customer Service GLL/das E:ncl: 822D891024 dated September 18, 1992; 822D891025/*91403; . BMP720097(R)/9273~A(72332) Cc: August Lizarraga, PMD LED; November 17, 2008 Pellerin Milnor Corporation PO Box 400, Kenner, LA 70063 (504) 467-9591 Page 2 of 2 .~ Dealer Bulletin PELLERIN MILNOR CORPORATION P. 0. Box 400, Kenner. LA 70083 (a suburb of New Orleans) Sold and ••rvloed by IHdlnr, lndllplftldent dNl•r• tfHI world o.,..r. DISTRIBUTION 01234567-4-349 DEALER BULLETIN B22DB91024 Reissued September 18, 1992 RE.: CURRENT BUil,DING CONSTRUCTION TECHNIQUES CAN CAUSB SERIOUS VIBRATION' PROBLBIIS! · Dear MILNOR Dealer: How many times have you heard it satd, 11They just don't build them like they used to"? Tociay's building construction techniques can cause vibration problems in upper floor installations of any manufacturer's rigid or flexibly-mounted washer-extractors. It is even po~!lible for on-grade installations to tre.nsa,.it vibrations to upper floors. ·Such problems will occur it' the floor is not strong enough, and especially :ff the floor isn't rigid enough as wlien the natural frequency of the floor or building is close to the operating speeds of the .machinery. This is even true of MILNOR 's flexibly-mounted HYDRO-CUSHION machine which has long been the standard, for our industry. What has been published about HYDRO-CUSHION machines in the past was appropriate for the buildings of yesteryear-. However, building and construction techniques have changed so radically in recent years that new construction simply may not be rigid enough to support any rotating or reciprocating machinery even if the building othel"Wise meets all code Nqu:irements including the minimum live load mandated by the applicable building code. · Before such machinery is offered or sold for installation on any floor not on grade,· it is imperative ti:iat your customer obtain a recommendation fl'Om qualified professional engineers, based on a thorough analysis of the static, live lood, and dynamic force characteristics of any rotating Qr reciprocating machinery. This applies not only to washer•extractol'8 but also to such machines as ironers, dryel'S and air compressors. Ori the other hand, if an existing upper floor has been successfully supporting suspension- mounted washer-extnctora ( of any brand), a MILNOR HYDRO-CUSHION machine of the same capacity can I.DO&t certainly replace it without causing additional vibration, or MILNOR will accept return of the JDBchine tor full credit. For your own protection ..,_ Q.nd for ypu:,;-custQmer's protection --please be sure to make your customer awar,e of these potential problems at the very beginning of any project. Sincerely, ELLER~1ftIRR COR~ORATION \. .. 9-L~J{.~,u.R. JWP/ebd P. ~ AR'R OVRR (lilHD'DD1MS/*OU02) PC;>ll IIODB DIPOl\TAN"l' tNPOIUIA'l"ION • ABOUT THE FORCES TRANSMITTED BY MILNOR WASHER-EXTRACTORS-During both washing and extractin& all washer-extractors transmit both static and dynamic or cyclic forces to the floor, to the foundati()n, or tp any: other supporting structure. During washing, the impact of the goods as they/ drop impart,; forces which are qµite difficult to quantify. $ize for size, both ~gid and .Oexibly-11\ounted machines transmit approximately the same forces auring · washing. Puring extracting, "rigid" machines transmit forces up to 30 times greater than equivalent "fl~bly-mounted" models. The actual magnitude of these force~ vary~epend_ing on the ma~ size; th~ final extraction speed; tile amount, condition. and type of .goods bei!'tg_processed; the liquor I.eve! and chemical conditions 1n the bath preceding extraction; and on several other factors. Estimates of the maximum force normalfy encpuntered are available for each MILNOR model and size upon request. Floor or foundation sizes shown, on any MILNOR document are only for on-grade situations based only on ·previous experience without implying any warranty, obligation or responsibility on our part. RIGID MACHINES-Size for size, rigid washer-extractors naturally: require a stronger, more rigid floor, foundation or other supporting structure than fle~iblv-mounted models. Providin_g the supporting soil under the slao is itself strong_ and tj~d enough and has not subsided to leave tne floor slab suspende'd without support, "on grade" instalfations can often be $a.de directly to an existing }Joor slab if it has ·sufficient strength and rigidity to safely withstand our publish~d forces without transmitting ~n'!ue !ibration. If the subsoil has s~dea,, or if ~ floor slab i~ has ins"!ffi.cient str~n~h .ar:'d nS\dity, a. de~p.et foundation, poured as to become monohth1c with the floor slab, may be reqwred. Suppor! piles may even be required if the subsoil itself 1s •spnngY.'' (i.e. if its resonant frequency is near the machine's operating s~d). Above grade installations .of iigid ma~s also require a sufficiently strong and ngid floor or: other supporting structure as descnoed below. FLEXIBLY-MOUNTEO MACHINES-Size for size, flexibly-mounted m:achines generally dQ not require as strong a floor, foundation or other supporting structure as do rigid machines. However, a floor or other supporting $trllcture having sufficient strength and rigidity (as described below) is nonetheless vitally important for these models as well. · HOW STRONG AND RIGID? Many USA building. codes ~pe~ that laun?l'Y floors must have a minim~ live load capa~~ity o_f ~sp pounds per sq~a~e foot (732 kg per _sq~are meter). However, even comp1ianc:e with tt,ns or any other standard. does not necessanl_y guarantee suffio!!nt ngid!!Y: In any event, 1t 1s the sole responsibility of the owner /user to assure thaUhe floor and/ or any other supporting structure exceeds not only all applicable b~laing·coaes, butalso that the floor and/ or ijny other supporting structu,re for_ each washer-extractor or group _of wa?her-e~tracto~ a<:tually nas sufficient sttenmh and ·_rigidi~, p\us a reasonable factor of safety for both, to support the weight of all the £ully loaq.ed machine(s) including the weight of the water and goocls, and mauding the .. published 360° rotating sinusoidal RMS forces that are. transmitted by the :i;n~chin~(s). Moreover, the floor, foundation, or other supporting structure· must ,have sufficient rigidity (i.e. a natural or resonant frequen~ manx times greater Jhan the machine speed with a r?ason,able factor pf safety), otherwise the • mentioned 360° rotating sinusoidal RMS forces can be m nrlie and magnified many times. It is especiall1-important to consider all potential vibration problems that might occur due to all possible combinations o forcing frequencies (rotating speeds) of the machine(s} compared to the natural frequencies .of the floor and/or any other supporting structure(s). A qualified soil ana/ or structural-engineer must be engaged for this purpose. FORCE ~ FORCE ~-, ... •.w •· • ·• -·, .; •• •·· -~-;.1 .. '!.~:S,:.".·~~···-~. --- J .• -.. .... ~~-r~;:;:.~1: ~~.r,:~l~;~~=;~~;!f;;;:~~;~;~:!·£~ The above mustrations are intended to depict both "on-grade" and "above grade" installations and are equally applicable to flexibly-mounted washer-extractors, as well as to rigid models installed either directly on a floor slab or on a foundation poured integrally with the slab. Current machine data is available from MILNOR upon reC{uest. All data subject io change without notice and may have changed since fast printed. It is the sole resyonsibility of every poteltial owner to obtain wntten confirmation that any data furnished by MILNOR applies for the model(sJ and serial number(s) o the specific machine(s). , ~ B2"'"'1B91025r9I403 .i;. ,•t .:., WATER DRAINAGE CALCULATIONS PALOMAR CLEANERS -LA COSTA WATER DEMAND SCHEDULE DAILY DAILY DISCHARGE WATER USED/ '90% FULL WATER WATER CAPACITY DEMAND TOTAL CYCLES/ LOADS/ DEMAND/ DISCHARGE· PER CYCLE (LBS} FACTOR DEMAND (gal) LOAD 500 LB WASHER 500 2.5 1250 250 LB WASHER 250 2.5 625 125 LB WASHER 125 2.5 312.5 60 LB WASHER (:,0 2.5 150 60 LB WASHER 60 2.5 150 2487;5 CALCULATE WATER DEMAND FROM CITY METER 3482.5 Gallons/Day = 8 Hrs/Day 435.313 Gallons/Hour 7.48 Gal/C.F. 465.575 CF/DAY DAY CYCLE (gal) FACTOR 6 7 208.3 6 7 104.2 6 7 52.1 6 7 25.0 6 7 25.0 35 414.6 58.2 c.f./hr Q = 0.01617 cfs MIND= (1.376/SA0.205)*(Q/C1r.38 60 PSI Cl= 130 1.5 in. diam. Pipe· 1.766 sq.in. D = 0.8685 INCHES MIN 1" DIAMETER PIPE FOR TANK FILL 150 L pipe (ft) HAZEN WILLIAMS FORMULA FOR PIPES FLOWING FULL CHECK 2" DIAMETER P:j:PE FEEDING BUILDING V = 0.55*C1*DA.63*S*A.54 6.669154124 FT/S Q = .432*Cl*DA2.63*SA.54 0.145508817 CFS S = 0.1 FT/FT HEAD LOSS CHECK 11/2" DIAMETER PIPE FEEDING TANK V = 0.55*C1*DA.63*S*A.54 Q = .432*C1*DA2.63*SA.54 S = 0.1 FT /FT HEAD LOSS 5.563644217 FT/S 0.068281088 CFS VELOCITY FLOWING FULL VELOCITY FLOWING FULL (gal) 0.35 166.67 0.35 83.33 0.35 41.67 0.35 zn 0.35 20 331.67 53% CYCLE (gal) PERCENT OF AVAILABLE FLOW= 100% -FLOW TO TANK/FLOW TO BUILDING= DURATION OF FLOW (PER HOUR) TO RE-FILL TANK= VOLUME/FLOW= 14.21 MINUTES TO REFILL TANK LAUNDRY DEMAND USED LBS/DAY (gal/day) (gal/day) 41.7, 3150 8750 1750 20.8 l575 4375 875 10.4 787.5 2187.5 437;5 5,0 378 1050 210 5.0 378 1050 210 82.9 6268.5 17412.5 3482.5 PREPARED BY: MARK FISHER, R.C.E. CA LIC# 56341 WATER DRAINAGE CALCULATIONS TROUGH DRAINAG.E CALCULATIONS SIZE REPRESENTS 1/2 OF TROUGH; TROUGH rs SPLIT BTWN RECYCLE SIDE AND DRAINAGE SIDE RECYCLE SIDE rs EQUIPPED WITH 3HP PUMP AND 4" OVERFLOW DRAIN. WIDTH = 1.5 FT ·DEPTH= 1.75 FT LENGTH= 20 FT VOL. = 52.5 CF 7.48 GAL/CF VOL. = 3.92.7 GALLONS MAX. DUMP/CYCLE= 331.7 GALLONS= 44.34 CF RESERVE CAPACITY (SINGLE SIDE)= 16% CHECK M'AX FLOW THROUGH DRAIN PIPES TO TROUGH D = . 3 inches rH = 0.063 ft s = 0.021 Slope n = 0;012 PVC Pipe A=n(DA2). 0.049 sf Use Manning is Formula to Check the Size of the Pipe Qfull (3") (1.49/n)*A*rW2/3*sqrt(S)= 0.14 cfs NUMBER OFa'.:t5RA"INS = C3:::::> 0.55 CFS TOTAL FLOW FROM 3" DRAINS (SIMULTANEOUS) CHECK MAX FLOW THROUGH DRAIN PIPES TO TROUGH D = 8 inches rH = 0.167 ft S = 0.021 Slope n = 0.012 PVC Pipe A=n(DA2). 0.349 sf Use Manning's Formula to Check the Size of the Pipe Qfull (811) (1.49/n)*A*rW2/3*sqrt(S)= 1.9 cfs '\ .... • PALOMAR CLEANERS -LA COSTA PREPARED BY: MARK FISHER, R.C.E. CA LIC# 56341 WATER DRAINAGE CALCULA TIQNS NUMBIB:QE:8!:;~S = Cl::. 1.89 CFS TOT AL FLOW FROM 811 DRAINS TOTAL MAX FLOW RATE TO TROUGH= TOTALMAX VOLUME TO TROUGH = TIME TO FILL TROUGH = TIME TO DRAIN TROUGH = 2-.45 cfs 331.7 gal= 18.1 secQnds H4.7 seconds FROM CALCULATIONS FOR MAX FLOW TO TROUGH 44.34 C.F. Q = 2.45 cfs Flow from ALL MACHINES DRAINING SIMULATANEOUSLY Q = 2.45 cfs TIME = 18.11 sec TROUGH FILL TIME = MAX VOL.IQ D = 4 inches rH = 0.08·3 ft S = 0.03 Slope n = 0.012 PVC Pipe A=n(D"2). 0.087 sf Use Manning's Formula to Check the Size of the Pipe Qfull (4") (1.49/n)*A*rW2/3*sqrt(S)= 0.36 cfs Qmax = 1.08Qfull . DRAIN TIME= 0.39 cfs 114.7 sec ,.,.... ..:." PAl,.OMAR CLEANERS -L~ CO$TA PREPARED BY: MARK FISHER, R.C.E. CA LIC# 56341 Mark Fisher, P .·e. CA Lie. No. 56341 845 G AVENUE, #B CORONADO, CA 92118 (760) 420-2900 STRUCTURAL CALCULATIONS -PALLET RACK' -PALOMAR CLEANERS Site Address: 2221 LAS PALMAS DRIVE, UNIT G CARLSBAD, CA 92009 PARAMETER VALUE Seismic Design Category SDC = D · (SDC) Short-Period Spectral Ss = 1.5 Response Parameter 1 Sec Period Spectral 51 = 0.6 · Response Parameter . . · Short.,Period Site F~ = 1.0 Coefficient Long-Period Site Fv = 1.5 Coefficient Long-Period Transition TL= 8 sec Period Rack Mc,muf acturer Mecalux USA Response Modification ·R= 4.0 Factor Importance Factor I= 1.5 2007 CBC Reference IBC 2006/ ASCE 7-05 Section 11.4 IBC 2006/ ASCE 7-05 Section 11.4.1 IBC 2006/ ASCE 7-05 Section 11.4.1 IBC 2006/ ASCE 7-05 Section 11.4.3 .. IBC 2006/ ASCE 7-05 Section 11.4.3 IBC 2006/ ASCE 7-05 Section 11.4.5 www.mecalux.us 1-877-632-2589 IBC 2006/ ASCE 7-05 Table 15.4-1 IBC 2006/ ASCE 7-05 Section 15.5.3(2) 12 Foot Rack Lewis -Pallet Cales ASCE 7-05 SEISMIC PROVISJ;ONS Ss= 1.5 San Diego Fa= 1.0 SJ= 0.6 San Diego Fv = 1.5 R= 4.0 Sms = Fq*Ss= 1.5 I= 1.5 Sml = Fv*Sl= 0.9 .Qo= 2.0 Cd= 3.5 Sds = 2/3 Sms = 1.0 k= 1.0 Sdl = 2/3 Sml = 0.6 h= 10.0 ft TL= 8.0 sec Pallet Loading A B C D 2 2k 2k 2k 2k 2k 2k 2k 2k 2k 5'6" 1 2k 2k 2k 2k .2k 2k 2k 2k 2k 4 1611 0 2k 2k 2k 2k 2k 2k 2k 2k 2k A B C D <---------------12'-----------------> <---------------12'-----------------<---------------12'-----------------> Rack Depth= PL max= LL= Total LL= Fy= 42 inches 2000 lbs 60 psf 7560 lbs 55000 psi Width = 12 ft Rows = DL Calculation KI635284 75.35 lbs/unit T0052525 27.01 lbs/unit 3 SF= 8 Units 36 Units DL= 126 sf 602.8 lbs 972.36 lbs 1575.16 lbs Mark Fisher, P.E. CA Lie.# 56341 ;· t Number of Storage Units = ·_ PL max 27 54000 lbs 12 Foot Rack Lewis -Pallet Cales PL avg 75% 40500 lbs for Cross-Aisle, PLrf = For Down-Aisle, PLrf = PLavg/PLmax Ta= Ct*h"x Ct= .02 Cs= Sds/(R/I) = 0.112468 sec k = X = 0.75 0.375 For S1>=.6g, Cs shall not be less than Cs = .8S1/(R/I) ::: 0.18 Cs ·need not exceed the following: · 67% Full Load 1.0 Ws = (.67*PLrf*PL)+DL+.25*LL: 39645.2 lbs 0.8 Ws = (.67*PLrf*PL)+DL+.25*LL: 23816.4 lbs 1.0 for T < .5 ASCE 12$-2 ASCE 15.4-2 100% Top Loaded 18000 lbs 18000 lbs Cs = Sdl/(T*(R/I)) 2.000564 for T < TL ASCE 12.8-3 FULL LOAD ANALYSIS V= Cs*W V= Cs*W Force Distribution Fx = CvxV Level w 2 1 0 0.375 *W = 0.375 *W = 18000 18000 18000 54000 h 14866.9 For Cross-Aisle 8931.15 For Down-Aisle Full-Load Full Load Cross-Down- Aisle Aisle wh Cvx Fx Fx Cross-Aisle Down-Aisle Mo (ft-lb) Mr (ft-lb) Mo(ft-lb) Mr(ft-lb) 10 180000 0.66 7 9911.3 5954.1 99113 64800 59541 18900 4.5 0.5 81000 9000 270000 0.300 0.033 4460.1 495.6 2679.3 297.7 20070 248 64800 64800 1.000 14866.9 8931.2 119431 194400 O.T. Okay 12057 149 18900 18900 71747 56700 Hold Down Req'd Mark Fisher, P.E. CA Lie.# 56341 ,.-.-~- 4: TOP LOAD ANALYSIS V = Cs*W Q.375 *W = 0.375 *W= V = Cs*W Force Distribution· Fx = CvxV Level w h 2 18000 1 0 MEMBER ANALYSIS Span Depth Units/Span Pallet Wgt DL LL Beams/Level w= Mmax=wL "'2/8 Vmax=wL/2 Levels 0 0 18000 12 ft 3.5 ft 3 units 2000 lbs 37.5 psf 60 psf 2 beams 420.6 plf 7571.4 ft-lbs 2523.8 lbs 3 Levels Axial Force/Rack 45428.2 lbs Axial Load/Post 11357.1 lbs 10 4.5 0.5 wh 12 Foot Rack 6 750 For Cross-Aisle 6750 For Down-Aisle Cross- Aisle Cvx Fx Full Load .Full Load Down- Aisle Fx 180000 1 6750 6750 0 0 0 0 0 0 0 0 180000 1 6750 6750 Moment T:;C MEMBER CAPAcrn:Es* USO Lb= 54" 23040 lb~ USO Lb= 66" 19500 lbs #1117 96 6220 lbs JNU1515 144 7500 lbs 0 ft~lbs 0 lbs Cross-Aisle Mo Mr 67500 64800 0 0 0 0 67500 64800 Hold Down Req 'd 2700 ft-lbs 270 lb.s Amax (in) w 0.53333 777.5 0.8 625 15046.9 ft-lbs 1504.69 lbs Down-Aisle Mo Mr Lewis '" Pallet Cales 67500 18900 0 0 0 0 67500 18900 Hold Down Req'd 48600 ft-lbs 4860 lbs Mmax 6220 ft-lbs 11250 ft-lbs *Moments derived from uniform loading for max wgt and deflection limit of L/180 OKAY OKAY OKAY < Allow@ < Allow@ <Allow@ 11250 ft-lbs 3750 lbs 19500 lbs Mark Fisher, P.E. CA Lie.# 56341 ,-'r OVERTURNING MOMENT ·FULL LOAD ANALYSIS Cross-Aisle TOTAL 2 1 0 Mo (ft-lbs) .Mr 99112.9 64800.0 20070.4 64800:0 247.8 64800.0 119431.0 194400.0 Net O.T. Moment -74969.0 ft-lbs O.T. T = C = (Vh-Mr)/h -7496.9 lbs TOP LOAD ANALYSIS Cross-Aisle TOTAL 2 1 0 Net O.T. Moment T = C = (Vh-Mr )/h Mo (ft-lbs) Mr 67500 64800 0 0 0 67500 0 64800 2700.0 ft-lbs O.T. 270.0 lbs CONTROLLING HOLD DOWN REQUIREMENT= Number of Posts Resisting Overturning = Number of Anchor Bolts/Post= ~-o:t:Rruzk Down-Aisle Mo Mr 59541 18900 12057 18900 149 18900 71747 56700 15046.9 ft-lbs o:t. 1504.7 lbs Down-Aisle Mo Mr 67500 18900 0 0 0 0 67500 18900 48600.0 ft-lbs O.T. 4860.0 lbs 4860.0 lbs 2430 lbs Mr·= .6*.M(dl) = Resisting Moment M(dl) = Moment due to dead load 2 OT/Post r2:Bol'fs7-P-ost l!2J.5-%·s·-=fensi on-(P-_u I I-out) Use 2 Hilti Kwik Bolt 3 Expansion Anchors -(!L.2..'.:X:3:rZ2'..'.:w,)JgJ Tallow = 1930 lbs/bolt g__°dri.cl::i.o~nitrmnd~ .. er.J~_ost:f.oE..Tetl'sion Vallow= Max Base Shear Max Shear/Post 3020 lbs/bolt 14867 lbs 3717 lbs ~Am:J:m:r~-MintmmnJ?.er..::Bosr.:..for-.:-snearJ f Lewis -Pallet Cales ~ ~ Mark Fisher, P.E. CA Lie.# 56341 ASCE 7-05 SEISMIC PROVISIONS Ss= 51= Sms::; Fa*Ss= 5ml = Fv*S1= Sds = 2/3 Sms = Sdl = 2/3 5ml = Pallet Loading 2 1 0 Rack Depth= PL max= LL= Total LL= Fy= 1.5 San Diego 0.6 San Diego 1:5 0.9 1.0 0.6 A 2k 2k 5'6" 2k 2k 4'6" 2k 2k A <-----------8'------------> 42 inches 2000 lbs 60 psf 5040 lbs 55000 psi 8 Foot Rack Fa= Fv= R= I= .Qo = Cd= k= h= TL= Width= DL Calculation KI635284 T0052525 1.0 1.5 4.0 1.5 2.0 3.5 1.0 10.0 ft 8·.o sec 8 ft Rows= 75.35 lbs/unit 27.01 lbs/unit 3 SF= 2 Units 4 Units DL = Lewis -Pallet Rack Cales 84 sf 150.7 lbs 108.04 lbs 258.74 lbs Mark Fisher, P.E. CA Lie. # 56341 ·r '-- 8 Foot Rack Lewis -Pallet Rack Cales Number of Storage Units = PL max PL avg 75% 6 12000 lbs 9000 lbs For Cross-,Aisle, PLrf =· For Down-Aisle, PLrf = PLavg/PLmax 67% Full Load 1.0 Ws = (.67*PLrf*PL)+DL+.25*LL = 9558.74 lbs 0 .. 8 Ws = (.67*PLrf*PL)+DL+.25*LL: 6041.24 lbs 100% Top· Loaded 12000 lbs 12000 lbs Ta= Ct*h"'x Ct= .02 Cs= Sds/(R/I) = 0.112468 sec k = X = 0.75 0.375 For S1>=.6g, Cs shall not be less than Cs = .8'51/(R/I) = 0.18 Cs need not exceed the following: 1.0 for T < .5 ASCE 12.8-2 ASCE 15.4-2 Cs = Sdl/(T*(R/I)) 2.000564 for T < TL ASCE 12.8-3 FULL LOAD ANALYS;[S V = Cs*W V = Cs*W Force Distribution Fx = CvxV Level w 2 1 0 0.375 *W = 0.375 *W = 4000 4000 4000 12000 h 3584.53 For Cross-Aisle 2265.47 For Down-Aisle Full Load Full Load wh 10 40000 4.5 18000 0.5 2000 60000 Cross-Down- A isle Aisle Cross-Aisle Down-Aisle Cvx Fx Fx Mo (ft-lb) Mr (ft-lb) Mo(ft-lb) Mr(ft-lb) 0.667 2389.7 1510.3 23897 9600 15103 4200 0.300 1075.4 679.6 4839 9600 3058 4200 0.033 119.5 75.5 60 9600 1.000 3584.5 2265.5 28796 28800 O.T. Okay 38 18199 4200 12600 Hold Down Req'd Mark Fisher, P.E. CA Lie. # 56341 ,.. ft ,, TOP LOAD ANALYSIS V = Cs*W 0.375 *W = 0.375 *W = V= Cs*W Force Distribution -Fx = CvxV Level w h 2 4000 1 0 0 0 4000 MEMBER ANALYSIS Span 8 ft Depth 3,.5 ft Units/Span 2 units Pallet Wgt 2000 lbs DL 9.2 psf LL 60 psf Beams/Level 2 beams w= 371.2 plf Mmax=wL"2/8 2969.4 ft-lbs Vmax=wL/2 1484.7 lbs Levels 3 Levels Axial Force/Rack 26724.3 lbs Axial Load/Post 6681.1 lbs 10 4.5 0.5 wh 8 .Foot Rack 4500 For Cross-Aisle 4500 For Down-Aisle Cross- Aisle Cvx Fx Full Load Full Load Down- Aisle Fx 40000 1 4500 4500 0 0 0 0 0 0 0 0 40000 1 4500 4500 Moment T=C MEMBER CAPACITIES* USO Lb= 54" 23040 lbs USO Lb= 6611 19500 lbs #1117 96 6220 lbs JNU1515 144 7500 lbs 0 ft-lbs 0 lbs Cross-Aisle Mo Mr 45000 9600 0 0 0 0 45000 9600 Hold Down Req' d 35400 ft-lbs 3540 lbs ~max (in) w 0.53333 177.5 0.8 625 Lewis -Pallet Rack Cales 5599.24 ft-lbs 559.924 lbs Down-Aisle Mo Mr 45000 4200 0 0 0 0 45000 4200 Hold Down Req'd 40800 ft-lbs 4080 lbs Mmax -6220 ft-lbs 11250 ft-lbs *Moments derived from uniform loading for max wgt and deflection limit of L/180 OKAY OKAY OKAY < Allow@ < Allow@ 6220 ft-lbs 3110 lbs Mark Fisher, P.E. CA Lie. # 56341 ~ ,,- ·OVERTURNING MOMENT FULL LOAll> ANALYSIS Cross-Aisle TOTAL 2 1 0 Net O.T. Moment T = C = (Vh-Mr )/h Mo (ft-lbs) Mr 23896.9 9600.0 4839.1 59.7 9600..0 9600.0 28795.7 28800.0 -4.3 ft-lbs O.T. -0.4 lbs TOP LOA[) ANALYSIS Cross-Aisle Mo (ft-lbs} Mr 2 45000 9600 1 0 0 0 0 0 TOTAL 45000 9600 Net O.T. Moment 35400.0 ft-lbs O.T. T = C = (Vh-Mr )/h 3540.0 lbs CONTROLLING HOLD DOWN REQUIREMENT= Number of Posts Resisting Overturning = Number of Anchor Bolts/Post= [8.:l:.01't!Ra1:k:J Down-Aisle Mo Mr 15103 3058. 38 18199 4200 4200 4200 12600 5599.2 ft-lbs O.T. 559.9 lbs Down-Aisle Mo Mr 45000 4200 0 0 0 O 45000 4200 40800.0 ft-lbs O.T. 4080.0 lbs 4080.0 lbs 2 OT /Post 2040 lbs Mr= .6*M(dl) = Resisting Moment M(dl) = Moment due to oead load @::B·o 1.t§.t'Po__st c1020-lbs-T-ension~(p._ul I-out) Use 2 Hilti Kwik Bolt 3 Expansion Anchors -@.'.'.:¼:3:tl2~tQng Tallow = 1930 lbs/bolt a:-Aocl:i.or.s_Min1mum.P-~onl Vallow= Max Base Shear Max Shear/Post 3020 lbs/bolt 3585 lbs 896 lbs f6_A.!Jdfor.s_M, r.i1 mumJ~ei:.f:0.sLf.o:c~S.:h~m::: J ~- Lewis -Pallet Rack Cales r~. ~- Mark Fisher, P.E. CA Lie.# 56341 .J SEISMIC RESTRAINT OF WATER TANK TANK WITH SUPPORTED BOTTOM ASCE 07-5; SECTION 15.7.6 D= H= 8.5 FT 11.5833 FT 1. DESIGN BASE SHEAR Ss:; Sl= S$ = Sl= Sms = Pa*Ss= Sml = Fv*.51= Sds = 2/3 Sms = Sdl = 2/3 Sml = T = Ct*h"(3/4) = To = .2*Sd1/Sds = Ts= Sdl/Sds = 1.5 g 0.6 g 1.5 0.6 1.5 g (Eq. 11.4-1) 0.9 g (Eq. 11.4-2) 1.0 g (Eq. 11.4-3) 0.6 g (Eq. 11.4-4) 0.15244 sec 0.12 0.6 For T < To, Use: Sa= Sds * (0.4 + 0.6*(T/To)) For To< T < Ts, Use: Sa= Sds For Ts< t < TL, Use: Sa= Sdl/T For TL< T, Use: Sa= Sdl*TL/T"2 Cs = .03 0.03 (Eq. 15.4-1) How.ever, For Sl >= .69; Cs shall not be less than: Cs = 0.8*51/(R/I) 0.32 V:Cs*W= V = 0:3* Sds*W*I = 0.3-2. *W 0.3 *W Ct= Fa= Fv = R= I= .Qo = Cd= k= h= TL= PALOMAR CLEANERS-LA COSTA H D 0.02 1.0 (Table 11.4-1) 1.5 (Table 11.4-2) 1.5 (Table 15.4-2) 1.0 1.5 (Table 15.4-2) 1.5 (Table 15.4-2) 1.0 15.0 ft 8.0 sec 1.2 N/A 1.0 USE THIS VALUE FOR Sa 3.9 N/A 206.6 N/A TANK RESTRAINT W= Conversion to CF Convert to Weight Weight of Tank V= 5000 gallons 668.4 cf 62.4 lbs/cf 41711.2. lbs 13347.6 lbs OVERTURNING CALCULATIONS Force at 2/3 H = 10:05 ft OVERTURNING MOMENT = V * H = V*H/D = T= C = t,34,143 "ft-lbs 15,781.57 lbs PALOMAR CLEANERS -LA COSTA ~g~eXe.l'.'-Thl'.'e_gde·d-Ro·d-Embeded-61'--Simpson-SEZ-Fligb:S.tt.errgt.b:Ep_cn<yJ Allowable Tension (No Edge) = 8350 lbs/anchor Number of Anchors Required Use min. 1.89 Anchors g::O:0;..~ttdi.o.rs d:a.clLStae IBC 1912, Allowable Shear with 7.5" .Spacing,~1:5_e.cl:11-:ll2~= 2950 lbs Number of Anchors Required for Shear Use min. 5.35 Anchors c@.O Ancl:iol:'.S-Eacn-Siae' TANK RESTRAINT 55 -60 lb. Rigid Mount Washer-Extractor Turnout Gear Model 30022 V6l /'-';\ t L1, >----" / -, .,.,,_, __ ---~-·--:,-« i I/ ."'\i , I r: "':--·-~ v ~ LO ; LO , N , N . ("') ~i,__ __ ___, 1-'"'""'. --·-·-·-""' .. "" ""' ---·-·-f -' ... ___ L~ _____ ... -·--·----~ ..... __ J f--·-· 34.5" --~ , REAR VIEW 1 'J._ ____ 24.63'' 17.25° .......................... .. ............................................................... .. i See dimensional drawing for fastening details. 1 Consult Factory for foundation requiremehts. 1 = ............................ _ .............................................................................................. : Specifications: Maximum Capacity lbs (kg) Wash Speed RPM Distribution Speed RPM High Speed Extract RPM Final Extract G Forces Approx. net weight lbs (kg) 55 -60 (25 -27) 38 &43 65 593 150 909 (418) !.---·---52.25" ___ , ___ _j FRONT VIEW RIGHT SIDE VIEW Legend: C Cold water inlet,¾" garden hose, male D Drain to sewer, 3" pipe socket joint E Electrical connection F Anchor bolt holes, .81" diameter H1 Hot water for flushing,¾" garden hose, male H2 Hot water inlet, ¾" garden hose, male L 1 Soap chute L2 Liquid supply inlets Features at a Glance: • Single motor inverter drive • Electrically-operated valves • Auto tension V-belt drive • E-P Plus microprocessors (30 programmable formulas) • Cylinder side sheets have large perforations • High, perforated ribs within cylinder • Liquid soap connectors standard • Triple water seals protect bearings • Standard models fit through 36" door • 5 year limited warranty on frame, cylinder, and shell ELECTRICAL SPECIFICATIONS Voltage Running Amps Phase Freauencv Fuse (Amos) Circuit Breaker (Amps) 208/240 7 1 or 3 60 FRN20 20 380 4.5 3 50 FRS15 15 380 4.5 3 60 FRS15 15 480 3.5 3 60 FRS15 15 See Fuse and Wire Size manual MAEFUSE1AE for safety information. Pellerin Milnor Corporation, P.O. Box 400, Kenner, LA 70062 ph: 504-712-7656, fx: 504 468-3094 http://www.milnor.com e-mail: mktg@milnor.com Specifications subject to change without notice cS C ·z 0 2:j 0 z. 7J s;: z 95 -100 lb. Rigid Mount Washer-Extractor 360.26 V7J --5~"~ REAR VIEW Specifications: · Maximum Capacity lbs (kg) Wash Speed RPM Distribution Speed RPM High $peed Extract RPM Final Extract G Forces Approx. net weight lbs (kg) ,, FRONT VIEW See dimensional drawing fot fastening·details. · · Consult Factory , ~~~~~~e~!~f£ ............. !· 95-100 (43-45) 33-43 65 700 250 2384 (1081) ----72.19'~' ----i RIGHT SIDE VIEW Legend: C Electric cold water inlet,¾" NPT D Drain to sewer, 3" pipe socket joint · E Main electrical connection F Anchor bolt holes, .875" diameter H Electric hot water inlet,¾" NPT L 1 Standard soap chute L2 Liquid supply inlets Features at a Glance: • • • • • • ·• Single motor inverter drive Electrically-operated valves AutR i(;lnsion V-belt drive 1;1,rr1u.s microprocessors (30 programmable formulas) C¥lindeli side sheets have large perforations Aigtperforated ribs within cylinder Liquid soap connectors standard • · Triple water seals protect bearings • Standard models fit through standard doorways • 5 year.limited warranty on frame, cylinder, and shell •·' . ELECTRICAL SPECIFICATIONS . . Voltage Running Amps Phase Frequency Fuse {Amps) Circuit Breaker (Amps) 208 11 3 60 FRN30 30 380 7 3 , 50 FRS15 15 380 7 3 60 FRS15 15 480 5.5 3 60 FRS15 15 . . See Fuse.and Wire Size manual MAEFUSE1AE for safefy information . Pellerin Milnor Corporation, P.O. Box 400, Kenner, LA 70062 ph: 504-467-9591, fx: 504 468-3094 http://www.milnor.com e-mail: mktg@milnor.com Specifications subject to change without notice B22TS01007/03204 Fax on Qemand #4232 / ··Lt.· Read the separate ; safety \1 '} manual J '· l :q t before ,: ;~·installing, '., . V operating, :~ Published Manual Number/ECN: MAl36VXXBE/2007086A • Publishing System: TPAS • Access date: 2/23/2007 • Docum~nt.ECN's: Latest Availabl~ lnsta:llation- . 36021 C4E;36021 V5J 36026V5J, 36026V7 JN7W, 42026V6JN6W 42030V6J Washer-Extractors PELLERIN MILNOR CORPORATION POST OFFICE BOX 400, KENNER, LOUISIANA 70063-0400, U.S.A. c· ' ~' ., ... ,· ,. ,, \• <;- l ,, . . IJ, ft Please Read .. About the Manual Identifying Information on the Cover-The front cover displays pertinent identifying information for this manual. Most important, are the published manual number (part number) /ECN (date code). Generally, when a replacement manual is furnished, it will have the same published manual number, but the latest available ECN. This provides the user with the latest information applicable to his machine. Similarly all documents comprising the manual will be the latest available as of the date the manual was printed, even though older ECN dates for those documents may be listed in the table of contents. When communicating with the Milnor factory regarding this manual, please also provide the other identifying information shown on the cover, including the publishing system, access date, and whether the document ECN's are the latest available or exact. Best Available Information-This manual contains the most accurate and complete information available when Milnor shipped·your machine/software. Products are occasionally released with the best available documentation, even though the device identification (model numbers, etc.) on the documentation does not explicitly include the delivered model. In such -cases, use the documentation provided. Although unlikely, incorrect manuals may have been shipped with your machine. If you believe you received the wrong manuals, or if you need specific information about any aspect of your machine not addressed in the provided documentation, contact the Milnor Customer Service group. References to Yellow Troubleshooting Pages'--This manual may contain references to "yellow pages." Although the pages containing trouble-shooting procedures are no longer printed on yellow paper, troubfeshooting instructions, if any, wm be contained in the easily located "Troubleshooting" section. See the table, of contents. Trademarks of Pellerin Milnor Corporation-The following terms, some of which may by used in this publication, are trademarks of Pellerin Milnor Corporation: CB E-P Ex ress® E-P OneTouch E-P Plus® Gear Guardian Mentor® Mildata Milnet® Milnor MultiTrac™ Staph-Guard Visionex™ Trademarks of Other Companies-The following terms, some of which may be used in this publication, are trademarks of their respective companies: Acronis® Atlas 2000® IBM® Microsoft Windows 2000® Yaskawa® Microsoft Office XP® Microsoft Access® Microsoft Windows NT® Microsoft Windows XP® Comments and Suggestions Help us to ·improve this manual by sending your comments to: Pellerin Milnor Corporation Attn: Technical Publications P. 0. Box400 Kenner, LA 70063-0400 Fax: (S04)469-1849 Siemens® Seagate Crystal Reports® t J,./ ';> ~- . Pellerin Milnor Corporation So L-~. SPECIPICAT!·OI\IS Rated Capacity*-lbs. 200 250 300 (kgs.) (90)· (l 15) (135) Stationary model 48032 BHP 48036 QHP 52038 WPl l -way tilt model (forward) 48032 BTL 48036 QTL 52038 \NTL 2-way tilt model (forward & rear) 48032 BTN 48036 QTN 52038 WTN Cylinder dia. x depth -ins, .. 48x32-43x36 52x38 (mm.) (l219x813) ·c1219x9l 4) (l32lx965) Gross cylinder volume -cu.ft. 33.5 37.7 46.7 (L.) (949) (1068) (1322) Wash motor HP 5 5 7.5 Distribution motor -HP 3 3 3 Low extract motor -HP 3 3 3 High extract motor -HP 10 10 12 · · · Approx. wash speed -RPM 28 30 31 Approx. distribution speed -RPM 65 61 57 Approx. low extract speed -RPM 3Gl0 300 280 Approx. high extract speed -RPM 750 600 736 Centrifugal forces-Gs 383 245 400 Drain Valve -ins. 4 4 8 (mm.) (102) (102) (203) Inlet ball valve+ -ins. 11 /2 77/2 2 (mm.) (38) (38) (51) Stationary models: BHP QHP WPl Width++-ins. 791/2 791/2 90 (mm.) (2079) (2079) (2286) Depth++-ins. 90 l/4 90 1/4 85 3/8 Height++~ (mm.) (2292) (2292) (2169) -, ins. 92 l /2 921/2 107 3/4 (mm.) (2350) (2350) (2584) Approx. net weight ++ -lbs. 6320 6175 12,400 'i\<o...._ .. (kg.) (2866) (2800) (5623) Tilting models: BTL/BTN QTL/QTN WTL/WTN Width++-ins. 87 l /2 87 l/2 100 5/8 (mm.) (2223) (2223) (2556) Depth (upright) ++ -ins. 100 3/4 100 3/4 981/2' (mm.) (2559) (2559) (2502) Depth (2-way tilt) ++ -ins. 128 3/4 128 3/4 1581/4 (mm.) (3270) (3270) (4020) Depth (forward tilt) ++ -ins. 772 3/4 772 3/4 123 (mm.) (2864) (2864) (3124) Height (upright) ++ -ins. 93 93 105 (mm.) (2362) (2362) (2667) Height (2-way tilt) ++ -ins. 10913/16 109 13/16 123 l /2 (mm.) (2789) (2789) (3137) Height (forward tilt)++ -ins. 107 3/4 107 3/4 123 (mm.) (2737) (2737) (3l 2L1) Approx. net weight lbs. 7460 6965 14,772 (l-way tilt model) ++ -(kg.) (3383) (3159) (6427) Approx. net weight lbs. 7790 7165 14,772 (2-way tilt model) ++ -:-(kg.) (3533) (3249) (6699) Specifications and appearances sul:Jject to change without notice. *Depending on density and soil weight of goods. + l l /4" ball valve equivalent to flow rate of Z' (51 mm) globe valve. Z' ball valve equivalent to flow rate of 3" (76 mm) glove valve. ++ Overall with standard accessories, -Bottom of tilt base Is reference for height of tilting models (no pedestal Included). ' Contact factory for acousflcs data . P.O. Box 400, ·Kenner, LA 70063, USA 504/467-9591, Ext. 227 Sales fax: 504/468-3094 Engineering fax: 504/469-1849 , Printed in USA ©Pellerin Milnor Corporation -1997 f'foee t;_~A Arr.l"h11ro A??C::I Od.flnA/0710~ BFHOUF01 (Published) Book specs-, ,Dates: 20051025,/ 200q1025 / 20051025 'Lang: ,ENG01 Applic: Hou: External Fuse or Breaker and Wire Sizes for Washer-extractors 48032 BHP, BTL, BTN 48036 QHP, QTL, QTN, J6L, J6N, J6P 48036 D6A, D6L, D6,N, P6A, P6L, P6N Table 1: Specifications (Largest motor: 10 HP) Fuse OR circuit breaker Wire size for Voltage Running Fuse Breaker 50 ft (15 m) run Volt (VAC) Amps-Cycles (Amps) See (Amps) See (AWG/mm2) Code See note 1 See note 2 Phase (Hz) notes 3, 5 notes 3, 5 See notes 4, 5 46 200 32 3 50 FRN70 125 08 I 10.00 52 208 31 3 60 FRN70 125 08 I 10.00 62 220 29 3 50 FRN60 125 08110.00 66 220 29 3 60 FRN60 125 08 I 10.00 74 240 26 ,., 60 FRN60 100 08110.00 ., 81 346 18.5 3 50 FRS40 70 1016.00 82 380 17 3 50 FRS35 70 1016.00 83 380 17 3 60 FRS35 70 1016.00 84 400 16 3 50 FRS35 70 1016.00 85 415 15.5 3 50 FRS35 60 10/6.00 88 440 14.5 3 50 FRS30 60 1016.00 94 440 14.5 3 60 FRS30 60 1016.00 96 480 13.5 ,., 60 FRS30 50 1016.00 ., 98 600 11 3 60 FRS25 45 12 / 4.00 Notes: 1. Not all voltages available in all models. 2. Running amps are for the portion of the cycle with the highest, steady-state demand (after the motor is up to speed) and are approximate. 3. Use only Bussmann Fusetron FRN (up to 250V), FRS (250V to 600V) or similar lag type fuses. Use the fuse or breaker size specified here. An over.:sized fuse or breaker poses a fire hazard (see caution below). An under-sized fuse or breaker will trip needlessly. 4. Wire size is per the USA National Electric Code. Use wire size shown for runs up to 50 feet (15 meters). Use next larger size for runs 50 to 100 feet (15 to 30 m). Use wire two sizes larger for runs greater than 100 feet (30 m). Under-sized wiring poses a fire hazard (see caution). This can also cause voltage drops even if the wire's current-carrying capacity exceeds that of the fuse/breaker. Voltage drops cause machine faults and reduce motor starting torque ( e.g., a 5% voltage drop causes a motor to produce only 90% of rated torque). Voltage drop is greatest the instant the motor is energized, when highest torque is required. 5. , See document BFUUUF0I "External Fuse ... Requirements" for more information. CAUTION [TI: Fire hazard-An over-sized fuse/circuit breaker or under-sized wiring can permit the wiring to overheat and cause a fire. • Always use the fuse/circuit breaker and wire size specified here. -End ofBFHOUF0l - PELLERIN MILNOR CORPORATION 25 ~Lfo.v>~ Tou're buying the company behind the machine, 'too. ·· . · One of the most important components in a Milnor washer" extractor is the company behind the product. In an erd of "where are they now?" manufacturers, Milnor stands apart for stability. That's important when you buy a .machine you plan to keep as long asyou keep a Milnor washer-extractor. We design and build our machines from the ground up at our 455,000 sq. ft. (42,270 sq. m) factory in suburt>an New Orleans. Product development is so important that almost 50% of our office staffers are engineers or engineering-support personnet Computer integration facilitates advanced product design and precise manufacturing of components and finished machines. When you buy a new open pocket washer--extractor, remember that you're buying the company behind it, too. Milnor is a stable, reliable company with extensive design and manufacturing capabilities. Features at a gla,nce. • Popular size-74.5 cu. ft. (2110 L) and 93 cu. ft. (2633 L) cylinders. • Single-motor, inverter drive optional. • Robust construction. · • Innovative bearing design -keeps water away (even if seals wear). • Through-the-cylinder seal and seal sleeve replacement facilitates maintenance. • Simple machine design with easy access to components. • 300-G extraction. • Drive helps prevent premature belt failure. • Dynamically tuned suspension. • Electronic active balancing system ideal for mats and partial loads. • Flexible microprocessor designed specifically for laundry use. • Automatic supply injection. * Standard size. 48" door optional. ** Single-motor, Inverter drive Is opflonal. Specifications and appearance subject to change wllhoul nollce. Contact factory for acoustics data. Pellerin Milnor Corporation P.O. Box 400, Kenner, LA 70063-0400 USA 504/467-9591, Ext. 222 800/469-8780 Fax: 504/468-3094 E-mail: mkfg@milnor.com www.milnor.com © Pellerin Milnor Corporation, 1.998 ~, ~D Printed in U.S.A. · ~ '' Class 5-4 Brochure B22SL98009/98504 \._,,'t'" ,V@ \ ii : · "·ai:t1l>W<i1;.<P~bll$hed>· 'Btiok ;~: ·oates;.2d®rooe i20oifg~t~o9~oaps~~~i:,eijG01 ,7'ii~Bi>&:. ::;, .· '~ ,, ""'"'"'='"'-'"" "'', " ~v,"l;,_,,.,.,,,, •=, ,.,_,w,,.,_ ,....,, '<•"-'-•'<;•,•v.-...,,,.,.~, ~.,., •<-"• """""""" •""'-.,..~~'-""" , External Fuse or Breaker and Wire Sizes for Washer-extractors 60044 SP2, WP2 (Multi-and Single motor) 60044 SP3, WP3 64040 E6N 64042 BHP, BTL/BTN, D6A/D6L/D6N 64046 D6N, E6N, J6N, T6N 64050 E6N 72044 D6A/D6L/D6N, SP2/SP3, WP1/WP2/WP3, WTL/WTN 72046 D5N, E5N, J5N, T5N Table 1: Specifications (Largest motor: Multimotor-20 HP; Single motor-50HP) Fuse OR circuit breaker Wire size for Voltage Running Fuse Breaker 50 ft (15 m) run Volt (VAC) Amps-Cycles (Amps) See (Amps) See (AWG/mm2) Code See note 1 See note 2 Phase (Hz) notes 3, 5 notes 3, 5 See notes 4, 5 46 200 62 3 50 FRNllO 225 04125.00 52 208 60 3 60 FRNllO 200 04 I 25.00 62 220 56.5 3 50 FRNl00 200 04 / 25.00 66 220 56.5 3 60 FRNl00 200 04125.00 74 240 51.5 3 60 FRNlO0 200 06 / 16.00 81 346 36 ,, 50 FRS70 125 08 / 10.00 :, 82 380 33 ,, 50 FRS60 125 08 / 10.00 :, 83 380 33 3 60 FRS60 125 08 / 10.00 84 400 31 3 50 FRS60 125 08 / 10.00 85 415 30 3 50 FRS60 100 08 / 10.00 88 440 28 3 50 FRS50 100 08 / 10.00 94 440 28 3 60 FRS50 100 08 / 10.00 96 480 26 3 60 FRS50 90 08110.00 98 600 21 ,, 60 FRS40 70 08 / 10.00 :, Notes: 1. Not all voltages available in all models. 2. Running amps are fodhe portion of the cycle with the highest, steady-state demand (after the motor is up to speed) and are approximate. 3. Use only Bussmann Fusetron FRN (up to 250V), FRS (250V to 600V) or similar lag type fuses. Use the fuse or breaker size specified here. An over-sized fuse or breaker poses a fire hazard (see caution below). An under-sized fuse or breaker will trip needlessly. 4. Wire size is per the USA National Electric Code. Use wire size shown for runs up to 50 feet (15 meters). Use next larger size for runs 50 to 100 feet (15 to 30 m). Use wire two sizes larger for runs greater than 100 feet (30 m). Under-sized wiring poses a fire hazard (see caution). This can also cause voltage drops even if the wire's current-carrying capacity exceeds that of the fuse/breaker. Voltage drops cause machine faults and reduce motor starting torque (e.g., a 5% voltage drop causes a motor to produce only 90% of rated torque). Voltage drop is greatest the instant th.e motor is energized, when highest torque is required. PELLERIN MILNOR CORPORATION 28 Air Chicago Folder TECHNICAL SPECIFICATIONS 6500-003D Production Speed Drive Output Feet per Minute (m/min) Mo.tors Total Main Drive , HP (kW) Discharge Drive , HP (kW) Servo Drive , HP (kW) Conveyor Drive 1 , HP (kW) Conveyor Drive 2 , HP (kW) 160 2.0 1 ½ 1/6 1/6 1/6 (49.1) (1.5) (0.75) (0.375) (0.125) (0.125) (0.125) 02/19/07 App:GW Electrical Frequency : All Models 50 / 60 Hz Total Amps 6.0 5.5 3.0 2. 7 2.2 Three Phase Voltage 208 230 380 460 575 Total Amps 17.0 8.5 Single Phase Voltage 115 230 Compressed Air Maximum Air use , CFM (I/min) 8 ½ Operating Pressure, PSI (kPa) ·· 80-120 Inlet Size, inch ½ Drain Siie , inch ¼ (238) (550-820) Factory recommended settings. Adjust as necessary. Use caution when testing. Approximate Shipping Weight Domestic , lb (kg) Export , lb (kg) Specifications subject to change without notice. Towel Folder 2256 (1023) 2556 (1160) Conveyor 350 (160) 500 (225) .r., '· :~: ;\ .!·Y 0 -~----------·---~----------·--· ---------. }{!°!~-·-·' ~q :, -----1 a) ·-----1 (~) ~ . . . ;-. .;: ---------------·---~~~-----·---·-···· ------···--,! -(m) ···r I [-\];l--------· =--'!I: .. _ .:~-=---·.:-:-n, --. .:Q:~-=:._-_:-:. =;,"!:, iJii:u il·,''C:W, f, ~·--·-1;·1· *fJlin·-?r]:~--->--· ---·-----· I · __ -=---r -Jj_1·if~t~~-· · --· .. ·------· .. ;.l:i=. . J 1. L .. t::tL I · I I I I I _ _ _ __ _ _ _ _ _ • ___ • __________ • __ 1 (0) I (>) ____ ""f!'Z -~ __________ ., .:1. ·~ ' ----··-· ..... -----------___________ i - ,, :1 ,, ·i ,! ~PEC. SHEET D-210-1 7D .. .. .. f=}) - ($· .&. ~ D 0 l PARKER ·INDIRECT FIRED WATER HEATER WH1900 TO WH3000-ATMOSPHERIC \ 1... \ 1,, 1, . "i.- ' 1WA 1WB \u\ J --- a --,'--'-11 _ __,_ '1' b TOPVIEW / I \ 20. PRESSURE GAUGE ~ 16&-ia .HIGH l;:XC~ WATER LIMIT OUTLET &INLET ~ DRAFT HOOD / "' A:!. '-------'-\ EXPANSION TAN - I I .8 BAROMETRIC DAMPER ~ \ SHOWN WITH VERTICAL Zl. . OPERATING 3/iAk . ,._ [gj~=~~P. -~ r :Ill& OUTLET (SPECIAL ORDER) 3HC ~ . , L. D CONTROL PANEL -GAS "" INLET ·O . .fl. @/1J ,.. -7H H L::'.J I\ #I U Ul"U'III _J 21.A L... 21..B -SAF.REUEF VALVE ~: Qd ~16CS. ~ il~IN '!..Jl--1-L. 1--...--_ -_ -_ -_ -_-_. ;::, :;-===~ OUTLET FRONT VIEW SIDE VIEW t NO. MODEL NO. VVH1900 . WH2270 WH2650 WH3000~ ~ A BTU ·Input • ·1 000's BTU/HR. 1900 2270 2650 3000 I ~ \ B BTU Output . . 1000's BTU/HR. 1520 1816 2120 2400 ,. J t-::,c _____ .1-::H,...e..,.a_tin_..1a._S~u,..rt"'"a_ce'--.....,,.,,-------,---.------,----------,;;;,s..::;:a;...;. F:....T:....:·+-_2:;;.o:...:8'---+----=2::..::5..:..1 _+--=2:;;.87'---+--3=-=3:..:1_--1........, D Outout -60 Dearee:Rise G.P.H. 3037 3628 4237 4797 E Output-·100.Dearee Rise G.P.H. 1822 2177 2542 2878 1WA. Width.ofCabinetOnlv IN. 40 46 52 59 1WB · Width Overall lncludlna Controls · ·· · IN. 63 71 75 82 2LA Length of Cabinet Onlv • IN. 54 54 54 54 · 2LB Length Overall IN. 54 54 54 54 3HA Height of Cabinet Only IN. 53 53 · 53 53 3HB Heiaht Overall lncludina Draft Hood -Standard) · · IN. 97 99 99 101 3HC . Heiaht Overa11 ·Includina Baro. Damoer Nert Outlet/Horizont. Outlet) -<Soecial Order) IN. 83 / 82 83 / 82 87 / 84 87 / 84 · 4A Vent Stack Diameter with· Draft Hood -· <Standard) IN. 20 22 · 22 24 ·4B Veri!'StackDiameterwithBarometricDamoer ' IN. 16 16 18 18 7 A/ 7 A 1 std. Nat. Gas Inlet Size/ Suoolv-Press; Max: 14" WC; Min.: 7 WC · IN. 2 2 2 2 7A2 Nat. Gas Manifold Pressure at Burner IN. WC· 4 4 · 4 4 78 Hi,.Press. Nat & Prooane Gas Inlet Size (Suoolv Press. 1-5 PSD IN. 1-1/2 1-1/2 1-1/2 1-1/2 781 ' Prooane Manifold Pressure at Burner: IN. WC .. 18 18 18 18 7H Gas Inlet Meiaht From Floor IN. 5 5 5 5 · 15&.16 Exchanger Water Outlet-and Inlet Size IN. 2-1/2 2-1/2 2-1/2 2-1/2 151:1&16H.. Exchanger'Water Outlet-and Inlet Heiaht From Floor IN. 44 44 44 44 15&16CS Outlet-& Inlet-Size for Closed Svstem Heatina . IN. • 3 3 3 3 1-7D· Drain·Ooenina · · IN. 1-1/4 1-1/2 1-1/2 1-1/2 ·18AHP Safety Relief Valve Drain Size-125 PSI OUTLET IN. 1 1 1 1-1/4 18ALP SafetvReliefValve'DrainSiz~30PSI OUTLETIN. 1-1/2 2 2 2 J Water Caoacitv > -• . GAL. 30 35 40 50 K Net Weight of Boiler LBS. 2695 3150 3575 3940 L · Domestic Crated Shiooina Weight orBoiler LBS. 2945 3450 3925 4380 · MINIMUM LISTED CLEARANCES'J"O I ' 12" I · 48" . 611 I 12" COMBUSTIBLE CONSTRUCTION: · Cabinet Sides & Rear Cabinet Too. Draft Hood Vent Connector Baro. Damoer Chimnev Connector Recommended ·Clearances .for Access: Inspection, Dgors ·18"; .front' (Cabine~ Width ·1 WA + 1 o For Exchanger Removal); Controls 24"; Electrical Panel 30"; Additional Soace mav be reauired bv Local Codes Note: All 'c)f Jhe abgve dimensions are for a staodar9'trim moqe! .. Due to continubu~ improvement, specifications are subject to change without notice 0•210·1,DOC ~tf~{r,jj !ll'.!li~ • • ' ~ Con<:ef1tr a~·ed d"yi,1g 1':'H.;a;1::-: eif~,:!,Yrt use rl c~:crgy 0nd :hat •,q,,,lto~ ti> i,nrroveci t!'lrc~;9hput. 0 St<1h!lt;s.s ste~')l coi~struc~i<:Y'l or-;(! .3X~~a,v~idu i~lr19£':,.:;. r;:dw s .. 1~,) the door st,,r;ds Hf) t<, fr<,lquen, opc,ning and cbsing end th<;> mu~~h (iemat.d~ .,,fa o,my (Jr) prernises k.nrndty o:1vironr:-lenL ., Tiic> '>elf,-c!fMr:ing !int scr1-len and large linr co!Y',partrren, rn(-;ar! ~rnploye0s :>pond ius~ t:'~n3 d<.::~ni~g. " Paint is eppiit'.ld to th::: o,nski0 a/id ;nskfo rl the, cabiM!t ei,xyostat'cally to( s.,,p,~ric,r bondins-; and C<.)Hos!oq r~Jt>istanct£~~ ""~ .. · ~ Cis,;dl's sdf,;,,dj,isting 1,ii,,bdt driv~i system rcciu,:,)s rr;ainle:1,~r:,~ ar=d dBiiv~--..r.t q;..!iet0r OP\·3'r:.:f~;on~ h.)r nK>"t'> thon !1u!+ d centLHY: Cizi.i-o:! hot i·x~€:l'1 z:r-uuJ,,-,:'"y k.1;)0Gr k1 ih~) ~.-.k-1s1g:1 ar:d innov<;ticn of laundry f,..,1-.1it•P'',:th . 'Pie roi,ciL t>i our i>t:i!dr,q d,1•c:bk) . .-uh<1::ilt: mid :1:'.0r,;l_;;),c \ '!' 'y-.,, .';). .. f,··.:. .. , .. c\/,._.,,, f_: I /·\i, ,:,.} ?h -r .. ~ ,,; cc,,.;i1J,n,,H ,a., b,,,( n c,.,.A,,,·,'f', wna. e,,..r,,o-A., ,,), ,,,,,. -CtViitorn(:1:s. Cis'>eH 0tT~!rS ot.ttslaP<Jin~J q~t-l!L.y; :<~;;<;f;1l;ly, :·~-::~.~hnic~d ~.a;pport ~tt,d t'l~:;p~i,dabfe ..:Jis,_,.fr).(Or3. Ci::'\~fzir1:-: <.fryir:9 t.L'!Ytt)k+r~, an* l'ec09r1i.1.:ed vv~)1:dv-1ioE", ~er ptodtr<.:ins superior 1c:st,!t~ afld :'H~xfrotf"i j .. H·o~.J-.1::.~!vitv. Y~x.i;-d1y~:rs :~\.v~sy"' v/i: 9ivt:, yon fr1st d:y·:19 :,:-;,+.iit~ -~;.1vi1,9 on0:-9y. ()tJr h,gh i:.:u~r~orrnance !c·.H .. <"lcry <Jqc.:;>rnc,-t i~~ :.1:;il .. 'LO fJ:vt'..~ you ccn~".)'.B'd& co:1".:oJ to ta!!or Eac,..t ;,v.-1~;1 :.:.; JG Sp\!;dfft. r~1~ti,r,;:;rncrr~s of th~ : .. ~clividu:-,i ;1<·.1(~. }r, ,;;,~Jn:o:t :~l\~se <.-i~y!~19 tu,nbk-Hs oii·!..::r f.H;. (?:xc0Hent. b\0--1(.l of i.:;p~1~.:::.i ;.)nd ~dadency ~o ~<.!cp yc.c:r on ;)r~:o·!;e~ h<bndry, d{lf ,1,:1 ,--. , /)' ,,t its hif)tH1st i<,lv-ef of t?roducriviry. C.'rt:t'f}hPna.£ '-· !t"'1ff:r.? fi:'s V-lt1nt ~ndk.C5 ClsscH tiic ocsl ovofa.H val;.;0 ;or yo1..;: fi:).H t..1' r EXC:l:P'flONAL CONTROL . -~ Cis~nll dryins ... 1...1rnb!Gf$ vff~: intt.titivo t;t..•rtr<...,b! 5t.} :r~·:r--~1:;0n.; spend ,t:;5r; r;rqe t!·airinfJ nH\'V Bn'lpic,ye~-J~. ()i:r ;~.er:·h1<"' B :-)r~t cf:-0-tod YJ:t!~ 8'1tf'tY 1~1t.:n)proc(.'S$O!" er ~ir3i .a: ccr uob.. l !'le DMP Mi<:ro-Contrd foalu;es flvt- prn,:,,2t d,-yin9 ,,yck,,i;, witi1 acidi:klna, pro, S' .a'"ll'P,,bfoy. , .alsc ½as .an z,oti-wrin:d<• ~><1tc1ty "tt.Ur~bk~ tlnd a"l ~1;-isy .. to~n.:ad dinit,,l display. rcp,~,,t, e<0noe::d ,c,md0 ,;, ,j ecisy<o-r:ead d\)it<J! Jbr;:,,,y,. f"Ot' rnoro p0a:c0 of n.1inci: i:1i; C1ssoH dry;r,q t'-'rn,):t:::-1-:.i ccr,-~::~ -:.-vitl: an -t:xce,r;~.:o'"n1! thrv:e-y0r:t· ·N<ffr:~ 1ty VV,.; >:..viH c--,v~~: <..cl"Y non,,pci:ishabie pDr~ th0l i,1 's dciG \O ciefo,_; ,n r·:dU,r'd v 1.rvorkrn<·;1·:::fr~ip !'ot three yeers frorn th{~ r:ia~\: oi :,1,-:it?•i;<t'.i:>,.'- No or:e dsc 9ives y(>U ~o r"lory ad'vun:,;9,,i,, wi:·1 :,:> ,-· .. H), a"fo~<1rlhiiit~,, Specifications l' ..... , .... _,_ .... -, ----·--· ... ··---· l"'" M ,, ___ ,_..... .... ... '' ·-· .. '" "'"'I".... ··-· ........... . • t SO-lb ·rumbler ; 75 lb Tumbler i.:~1:tI~:fr·-·:~::::.:_·:: ... :.:: ::11 ?;r~~it·-......... ___ ..... __ 1 _!~~ r:t~r-~E.: .. ~:-.. ~-· ---- • Ha<'yht-in (mm) 1 76 5/8" (1946) i 76 5/8· (1946) -J r Cy'ii~do; D~j;tr;":"j~·f;~;f"""""'"'i '"3Q'u' 962) ~-----·--.. -·--·--r36'~14}_____ I l Cylim.ler Di&meter-in (rnmi i 37" ('}39) ____ ; 37" (939) ----~' ~Cylinder Volume" -~;;:·i'iii;,;;r1-:ra:6-(528)····-·: ":fa.4 (634) ... ....1 ['~~y~~::;·~;~-::;~~~:ti ::; .... T -!~·::.::·;:683) --_-... l-~:-·t.It~ -(683) ... --_ -_ ----... _ 1 i Filling Ratios i 20: 1 = 26.4 kg i 20: > 31.7 kg -, i Air Ou~let Diarneter -in,(rn~~~-·:-·8~203} ______ .,,_ i 8" (.{63) ______ , __ .., ____ tt! [ Airflow -ctm iliters/s<,c,) 1 60 Hz: 750 (354) 60 Hr. G,m u1d Steam Models: i : 50 Hz: 750 (354) 920 (434) ; j Energy Dara ··---: Elect1:cal • ~ Spocifications E;eL'tric and 50 H~ Gas and Ste;Jm V!odcls: UasModeb: _ ... , .... -...... ,: 750-(354) ---··· ______ .. , ...... "1 Gas Models: 120,000 Btu/hr (35. 1 kW) l Stedrn Models: i 5.1 BHP@ 101) psi ;6, 9 bar) : 178,000 Btu/hr (52.0 k\/V) ' 3.4 BHP@ 15-psi (1.0 bar)' 119,000 Btu/hr (34.8 kW) Electric Models: 30kW 165,000 Btu/hr (48.3 kW) Stearn-Models: , 6.1 BHP@ 100 psi (6.9 bar) i 2l0,000 Br.u/hr (61.6 kV,J) ! 4.1 BHP@ 15 psi.(1.0 bar) ' 141,000/Btu/hr(41.2kW) !· Eleicttic Modeils: 30kW ;_, ·-..,_ ·-·-""1 i Gr...s & Srer.un Models: AmP'oj Gas & Steam Models: Amps . 120/<>0/1 9.3 i 120/60/1 13.8 ! i 200-208/240/60/1 ~.1 200-208/240/60/1 7.6 200-208/240/60/3 2.8 200-208/240/60/3 3.8 380/60/3 1,6 380/60/3 1.8 460-480/60/3 1.4 460-480/60/3 1,9 230-240/50/1 6.3 230-240/50/1 6.7 200/50/3 3.3 200/50/3 3.5 230-240/50/3 3.1 23G-240/50/3 3.5 380/ 400-415/50/3 1,6 380/400-415/50/3 Ul Stmim Only Models: Steam Only Models: 440/60/3 1.4 ; 440/6()/3 1.9 i F.Jectrir. Models: i Electric Models: 30kw 30kw 100-208ia0/3 89 200--203/60i3 89 /40i60/3 79 240/6C/3 79 380i60/3 47 380/60/3 47 440/60!3 41 440/60/3 41 480/60/3 38 480160/3 38 200/50i3 84 20060!3 84 230/50/3 73 230150/3 73 240/50/3 79 240/50/3 79 380/50/3 47 38G/50/3 47 400-41 S/5013 43 400-415/50/3 4:i El~ctn,: MoJels: mw 240/50/1 93, ! Plumbing ··-;-G~1~ M~d~ia: ~/211 N?T ~ ~d::. }/iod8ls:-1/211 NPT ( .. ~~·~:~:':_;~~~------....... _____ , .. Steam _Models: 3/4" NP!_ __ ~ .. s!'.:~!:!:. l':'.1.?.~:1~=-3(.1..:'. _NPT i Net Weight-lb {kg) ; 545 (2,17) i 615 (279) ; Shipping Weight-lb (kg} _ 1 ... ! _ 602 (273) ________ :_~: ... : -~~J_ .. ·;;77 (307)_--~:.·:.-~:·:··:...... i ' Ship.ping Dimensions-W: 33" (838) ' 35 1/2" (902} , i ;,, (n,ml ''oT,i9~.-iv..isi ! 54" ('1372) ! fH"t;;;,;:·(1753) "-ras7. {2159T' __ _ ! Agency AP.p<ov,,ls Gas Modb'.s: CSA Stai; Ga~ Modeb: CSA Stdr, ' CSA Finnie, cCSA"s' CE. CSA Ficme, cCSAw"CE, Electric & Stearn Models: Elc,mic & Stearn Models: cCSAus• CE cCSAus• CE L.._, __________ ...... -... -....... , ·-···-··-·-·------'--------____ .,; Ttirnbl\':ir ttH";dl!;:ls •Jt~~ r..a.dt: ~\ '..I!;~ rl vatit.tY ~.,f ".!bcr11c.-1l ~l~,\·k.l<:: t harm.ll.'H:,lLr,. ~:t1il y<•!lf C!:\~d! Ji5ttil:.tl· to="T,ir -:;pe-r.1f1.:.:anons. G.~<;, fl:~-:,,1;:-I:; ,:1:7, <'f.:!ftrfne~l by CSA INemc,ticr1"1! r {;r font' ':!I d .. -:taH~ ,m i1.,~tc,.lhn.1i:,r-. rr,;fc;1f t."> l11~tafl.=:t10'"·, OperaH0'": ~Hld i-..'la·,·tr.r101!:.~ ir.s;.111nioiis ~uppiic.1 w,tl~ the :u1"1bfe1: Du~ w u,m:rn;-.'>tJs 1mp;ove,i~er·ts. d~~i!=J,1 ;u·d Sf>-;!Cifir.atinn:; .;11b1e:.t t•J d1an~Jo;? Vi,,f•c.11,t r>otir;r:!-The ~·4,1,1hty 1P,'l1~bgemt::r1t ~y.:aem~ lit all Aiiibn,·¥-: citmdry Sy~tt.'rr:;>; rr:c;n1::uc1-.uir g fu.1'.:t1':'s ..-:1r~ 1{-'91ster"'d OS IS() 9001.2000 CO,'Y'J_)l,dl"t. t dn~e::.i ir• ::!:::-.: d ~.A. Pn11tr1d ,:,~ pape'" 1~rnm.r;;ctlJ1ed ~ .. ,1th \';l~;:1 r,;..'p fro,r r~it1f1ed ~::,).;;1:e~~ .. ,nd a 111in1111iJtn \JI !0% f,Ost co:1,,lir··1~x rt,c:Ovt~iod f1b"!1. Amance Laundry Systems P.O. Box 990 " Ripon, Wi ,. 54971-0990 888-223-2980 www.cissellmfg.com King Edge-VAC S reader Feeder TECHNICAL SPECIFICATIONS 6500-326 02/20/07 App:GW Production Variable Speed Drive Output· Feet per Minute {m/min) Minimum Maximum Motors ·Total L~ft Station Drive , HP (kW) Right Station Drive , HP (kW) Lower Spreader left Drive , HP (kW) Lower Spreader right Drive, HP (kW) Upper Spreader Drive , HP (kW) Exit Conveyor , HP (kW) Blower , HP (kW) Inlet Drive, HP (kW) Electrical Total Amps Three Phase Voltage Total Amps Three Phase Voltage Compressed Air Maximum Air use , CFM (I/min) Operating Pressure , PSI (kPa) Inlet Size , inch 28 152 7.6 1/ 2 1/ 2 1/ 3 1/ 3 1/ 2 3/ 4 4,0 3/ 4 (6) (46) (5.7) (0.37) (0.37) (0.25) (0.25) (0.37) (0.56) (3.0) (0.56) Frequency : All Models 60 Hz 20.0 18.0 9.0 7.5 208 230 460 575 Frequency : All Models 50 Hz 8 85-120 ½ 19.0 .. ·<1_0.0 9.5 220 400 440 (227) (580-820) Drain Size , inch ¼ Upper Spreader Clamps PSI (kPa) 60 (410) Factory recommended settings. Adjust as necessary. Use caution when testing. Approximate Shipping Weight Domestic , lb. (kg) Export , lb. (kg) Specifications subject to change without notice. 4600 5040 (2090), (2290) ce,ocrictU Century 111-3200-S CHI Steam TECHNICAL SPECIFICATIONS 6500-076M Production Variable Speed Drive Output Feet per Minute (m/min) Minimum Maximum Hea~ing Steam 30 150 Maximum Boiler Horsepower 30 Maximum ASME PSI rating (kPa) 208 Operating Pressure, PSI (kPa) 100-150 Steam Supply Connection , inch (DN) 2 Condensate Return Connection , inch (DN) 2 ' Motors Total Drive , HP (kW) Feed Table Drive , HP (kW) Exhaust Blower 1 , HP (kW) Exhaust Blower 2 , HP (kW) Exhaust Blower 3 , HP (kW) 27 22.5 1.5 1 1 1 (9) (46) (1434) 10/02/00 App:GW (690 -1035) (DN 50) (DN 50) (20.14) (16.8) (1.12) (0.75) (0.75) (0.75) _Electrical Frequency : All Models 60 Hz* Total Amps Three Phase Voltage ,._ Exhaust Air Discharge · CFM , (m3/min) max. at 4" S.P Vent Diameter, inches (mm) Compress~d Air. 84 78 46* 39 31 208 230 380 460 575 Blower 1 Blower 2 Blower 3 Total 560 560 560 (1680) (15.7) (15.7) (15.7) . (47.1) 8 Inside 9 Outside ( 203 Inside 229 Outside) Maximum Air use, CFM (I/min) 15 (425) (580-820) Operating Pressure, PSI (kPa) 85-120 Inlet Size , inch ½ Drain Size , inch ¼ Rolr Pressure , Left Side , PSI (kPa) 20 (137) Roll Pressure, Right Side, PSI (kPa) 30 (206) Factory recommended settings. Adjust as necessary. Use caution when testing. Rolls Number of Rolls Roll Diameter, inch (mm) Usable Length, inch (mm) Approximate Shipping Weight Domestic , lb. (kg) Export , lb. (kg) 3 32 120 21300 23300 *Consult the factory for information on machines operating at 50 Hz. Specifications subject to change Without notice. (800) (3050) (9662) (10569) .I . :-1 .1 . 1 ;! · Skyline 2000 59-512 TECHNICAL SPEqFICATIONS q500-139C 08/24/00 App: G.W. Production Variable Speed Drive Output Available in speeds up to ft/min (m/min) Motors Total Main Drive , HP (kW) Lower Delivery Ribbon~ Crossfold Drive Exit Drive Electrical Total Amps Three Phase Voltage Compressed Air . Maximum Air use , CFM (I/min) Operating Pressure , PSI (kPa) Inlet Size , inch 80 -200 (24 -61) 1.75 (1.13) 3/4 (0.56) 1/3 (0.25) 1/3 (0.25) 1/3 (0.25) Frequency : All Models 50 / 60 Hz 4.4 4.0 2.0 1.6 208 230 460 575 6 80-120 ½ (170) (580-820) Drain Size , inch ¼ Factory recommended settings . Adjust as necessary . Use caution when testing. Approximate Shipping Weight Domestic , lb. (kg) Export , lb. (kg) Specifications subject to change without notice. Folder 3800 4100 Conveyor (1730) 730 (330) (1870) 800 (360) ' I . . . . Lt.R.eadthe Safety Manual Published Manual Number/ECN: MAl64E6NAE/2003052N • Publh,ihing System: TPAS • Access date: 1/29/2003 ~-Document ECN's: Latest Available lnstallation- 64046/72046ExN 64046/7205-SJxN Washer-Extractors PELLERIN' MILNOR CORPORATION. POST OFFICE BOX 400, KENNER, LOUISIANA 70063-0400, U.S.A. , , . -¥S$-~li -(lt02.ij, -~w.'~ tcrM-s "_,,, ., ~---· • OPL Tumblers • ~' . t EMI 75 ECO LAUNDRY WATER RECYCLE SYSTEM FEATURES: • Handles Up To 75gpm Capacity • Will Recycle Up To 12 Million Gallons Of Wastewater Annually • Completely Automated Plc With Remote Monitoring • Built-In Water Quality Testing And Control System • Digital Meters For Performance and Savings Tracking • Completely Pre-Wiring And Pre-Piped COMPONENTS: • 42" X 72" Suspended Solids Steel Pressure Vessel(Epoxy Coated) • 52" X 102" Oil/Grease/Soaps/Organics Steel Pressure Vessel(Epoxy Coated) • 48" X 30" Diamond Plated Aluminum Control Skid • Pre-Charge Hydro tank • 6,000 Pounds Of Specially Formulated Earth Products • 30" Lint Shaker Unit with Filtered Water Tank (150 gls) • 280-Watt UV-Radiation Disinfectant System • Activated Oxygen Disinfection System with 12 Activated Oxygen Disinfectant Bulbs • 3 Hp .Hi-Temp Sump Pumps (One is Spare) • (3) 5 Hp Centrifugal Pumps (Process, Supply, Spare) • 3-Way Pneumatic Valves With Self Actuating Solenoids • Plc Computer System With Remote Access • .Ph And TDS Remote Monitoring System • Control Panel -Three Phase 230v ~ 60 Amps • < l ~ ® ~ Clean water. Clean profit:' The Ag_uaRe.cycle .Process Large Solids Removal: The first step in the filtration process is large solids removal. This starts with a self priming wastewater pump sending the wastewater through a vibrating lint removal system to remove all large solids in the process water. The "screened" water will remove all suspended solids larger than 100 microns, and is discharge to a "leg tank" while the collected lint is discharged to a bucket for disposal. This leg tank holds the process water until the Recycle System requires recycled water. When the System calls for recycled water, a process pump pulls the water out of the leg tank and the pressurized filtration process begins. While the process water is held in the leg tank, ozone is continuously injected into the wastewater to keep the water bacteria free. Ozone also serves as a micro-coagulant. The small bubbles of gas attach to emulsified and free oils, grease and other hydrocarbons causing them to oxidize and float quickly to the top of the tank. Ozone also serves as a disinfectant and deodorizer, keeping the process water bacteria-free and odor-free. Suspended Solids Filtration: Our filtration tanks are completely pressurized and controlled by 3-way pneumatic valves that control the flow of process water; either forward (from top to bottom) as in filtration mode or backwards (bottom to top) as the units are backwashed. The Suspended Solids Filters are the first series of filtration. Different types of media filtration are used to trap the smaller suspended solids particles remaining in the process water. The Suspended Solids Filter will trap all particles greater than 2 microns in size and hold these solids in the media bed until the vessels reach a pre-determined volume or time setting. The System will then automatically backwash the filter by sending recycled water at a high flow-rate through the bottom of the vessel. This high volume lifts the bed approximately 50% and forces all accumulated solids to travel through the top of the vessel and out as backwash water. This backwash water is then sent directly to the sewer system, by- passing the wastewater discharge pit. Oil and Grease Filtration and Soaps and Organics Filtr~tion: After leaving the Suspended Solids Pressure Vessels, the process water travels through large pressure tanks filled with specially formulated media designed to address the various types of process water in each special environment. Oil and Grease and Soaps and Organics Pressure Tank remove the majority of free and emulsified oils and grease in the process water as it travels through our filtration process as well as any organics in the water, including hydrocarbons, surfactants, toxins and certain chemicals accumulated in the washing process. 1061 Triad Court• Suite 9 • Marietta, Georgia 30062-2259 Phone 866.272.9253 • Fax 770.973.0283 www.aquarecycle.com I ' ' t Oil and grease and Soaps and Organics filter is automatically backwashed once daily as described with the Suspended Solids Pressure Filter. However, the backwashing of these vessels is designed to simply "fluff up" and redistribute the media bed to prevent channeling. The backwash discharge does not contain any toxic chemicals. The media serves as an adsorption bed and removes and retains the chemicals and the organics that are removed from the process water. Therefore, the media has a limited life and will require annual replenishment. Backwash water is sent directly to the sewer system. After leaving the Oil and Grease and Soaps and Organics Pressure Tanks, the process water is sent directly to the washers as the washing machines demand it. Water demand is determined and supplied by the use of a pressurized bladder tank and 60-40 pressure switch. As the washing machines need more water, the pressure drops, the pressure switch turns on the process pump, and the bladder empties as recycled water is sent to the machines as hot and cold water supply. As the water is being sent to the machines, it passes through a UV disinf~ction system, which uses ultra-violet light to kill any remaining bacteria and viruses in the water before sending the final water to the washing machines. Recycled Water: In a normal laundry operation, there is a water deficiency between incoming water and wastewater discharge due to the water retained on the linen. This represents between 10% and 20% of the incoming water that is addressed as "make up water''. This is provided by including a 2" city water feed tied into the recycled water feed to the washers. If the demand for water is higher than the volume of water the washers demand, we use a two way pressure reducing valve to send make up city water to the washers too. We also use the city water line to backwash the filters periodically. The recycle system utilizes a PLC (programmable logic computer) to run all aspects of the recycle system automatically. It turns on and off, backwashes, tracks the flow rates and total amounts of recycled and fresh water replenishment, and serves as our command center for operation of the system. A remote operated modem allows AquaRecycle personnel to track the system performance on a daily basis, providing critical access to the system for trouble shooting, software updates and improvements. In-line water quality monitors the ph and TDS of the recycled water continuously tracking the quality of the recycled water. If chemical usage is out of balance or if a malfunction occurs that changes the water quality during the recycle process, the system automatically recognizes the change in quality and fresh water is used instead of recycled water until the recycled water reaches the appropriate quality. This process assures the finest quality linen at all times. 1061 Triad Court • Suite 9 • Marietta, Georgia 30062 -2259 Phone 866.272.9253 • Fax 770.973.028~ www.aquarecycle.com ~', ('' co ,-, & THIS DRAWING & DESIGN IS ' 0 co \D cu THE PROPERTY OF CHEM-TAINER INDUSTRIES INC, IT MAY NOT BE USED FOR ANY PURPOSE ·•,! OTHER THAN BY THE Ov/NER. CHEM-TA INER DOES NOT AUrHORIZE .THE REPRODUCTION OR CONVEYANCE OF, AN'Y iNFORMATION CONTAINED HEREIN. (/) I- D _j (/) z ): G/) o~ qU _j w o_ 1-l I-"'"" 0 f'-. ('\J \{) G/) r=i .-I (/) Q:'. # W<[ U8 Wuz N <[ <[ 1-l ~ (/) G/) G/) .....,. I 0 0 lf1 'SI" .1 ,-, If) ,-, r---- (Y) ,-, 0 0 0 6 ,0 0 0 0 0 lf1 0 111 'SI" (") (") (\J -1"¢ (\J in .-I ALL DIMENSIONS St-JOvlN ARE· OUTSIDE PART DIMENSIONS IN INCHES, 0 0 0 ru AND VARY'BY THE STANDARD ROTATIONAL MDLbING TOLERANCE OF ±2% _,,,__ ~ r ---j () l d) I 't) I I I II ,, (1J ·-·-·-··-+-~ II \: 0 0 0 0 0 lf1 0 0 --l(l Rev. Q Dote 03/18/97 me """" JAS000-1 Date Mold Loco.tion CHcm·TAin1e=1 03/18/97 CA , Industries Inc. Oro.wn By1 Cust, RJ?p, ;66i1t:~:~;;00Ave. :~x?~:~~~n66~~a~::4 EJS TITLE 5000 GAL. VERTICAL BULK STORAGE TANK Port 'lt-, Dwg, ij T[5000 I A/ IC C-5000-15 "' 1,, ,t ,._ Ultraviolet Disinfection I Washing · Machine . '\ Wastewater Ozone Injection System A;. ..• ------------- Simp e Operation • Wastewater from the washers are pumped to our lint removal vibration system or, for smaller operations, through pressurized bag filters • A centrifugal pump sends the filtered water through our pressure filters, removing the suspended solids, oil and grease, soaps and organics, and other contaminants and sending the recycled water directly to the washers as both hot and cold water supply • UV and Ozone Disinfection System provide a dual assault on bacteria and viruses before the recycled water goes back into the washing process. The Aqua Recycle® AquaSmart™ system monitors water quality and chemistry to· insure only the best quality water comes back to the laundry operation -.. ' t t t t t t t t t t t t .......- ...... ~ I 9 City Water Supply ~~ to Co~ Water Valves ~ ' ., . . Pressure Reducing Valve ~ ' ~ --') 52 Soap & Organics Filter ~-----s_•: •:P ~~'"'" atleast 2s p,; oo supply ~ ... s:z =p : _·-··------~ · 6~1 42" Suspended Solids Filter• ~ • 1 ______ . _ L-_ C,. -.-:-,.,...· I s ~..,.,.,.,_:"""~~'ft~ .......... '!~~~ J~:~~~-~ I f f i ·,._\ --~ _J Feed to Hot Water Tank ~ }i »1 or Steam Injected Washers ~\ \\ _//· }] . \, ' / '\'\ -~~-~-,,,. L tl~~ *h-~;-~~- Pressure Tank and Switch 49" x 71_"_Leg Tank ~ . gen I (525 gal) ~ · \_J 30" Lint Shaker / ~:::::~ \ I \ I ) UV Filter Ozone Pump I __ Supply Pump J L~~~ Control Panel 11' -0" 1---------i ' I I & Waste Water Collection Pit 111tH 1:htl :c iia,r· I ltl11ft 8 IJ,P ~ rn ~ ti z UNl1 ~ ,1~1!, I I I I I I I I I I ] D ' SHEE1 ECO 200-75 (75 GPM) lj ., WATER DRAINAGE CALCULATIONS PALOMAR CLEANERS -LA COSTA WATER DEMAND SCHEDULE CAPACITY DEMAND TOTAL CYCLES/ LOADS/ DEMAND/ (LBS) FACTOR DEMAND (gal) LOAD DAY CYCLE (gal) 500 LB WASHER 500 2.5 1250 6 7 208.3 60 LB WASHER 60LB WASHER 250 125 60 60 2.5 2.5 2.5 2.5 625 6 7 104.2 312.5 6 7 52.1 150 150 2487.5 6 6 7 7 35 25.0 25.0 414.6 CALCULATE WATER DEMAND FROM CITY METER 3482.5 Gallons/Day = 8 Hrs/Day 435.313 Gallons/Hour 7.48 Gal/C.F. 465.575 CF/DAY DAILY DAILY DISCHARGE WATER USED/ 90% FULL WATER WATER DISCHARGE PER CYCLE CYCLE LAUNDRY DEMAND USED FACTOR (gal) (gal) LBS/DAY (gal/day) (gal/day) 0.35 166.67 41.7 3150 8750 1750 0.35 83.33 0.35 41.67 0.35 0.35 20 20 331.67 20.8 1575 10.4 787.5 5.0 378 5.0 378 82.9 6268.5 4375 875 2187.5 437.5 1050 210 1050 210 17412.5 3482.5 58.2 ,c.f./hr Q = 0.01617 cfs MIND.= (1.376/S"'0.205)*(Q/Clr.3·8 60:PSI 1.5 in. diam. Pipe 1.766 sq.in. 150 L pipe (ft) Cl= 130 D = 0:8685 INCHES MIN 1" DIAMETER PIPE FOR TANK FILL HAZEN WilLIAMS ·FORMULA. FOR PIPES FLOWING FULL CHECK 211 DIAMETER PIPE FEEDING BUILDING V = 0.55*Cl*D"'.63*S*"'.54 Q = .432*Cl*D"2.63*S"'.54 S = 0.1 FT /FT HEAD LOSS 6.669154124 FT/S 0.145508817 CFS CHECK 11/2" DIAMETER PIPE FEEDING TANK V = 0.55*Cl*D"'.63*S*"'.54 Q = .432*Cl*D"2.63*S"'.54 S = 0.1 FT/FT HEAD LOSS 5;563644217 FT/S 0.068281088 CFS VELOCITY FLOWING FULL VELOCITY FLOWING FULL 53% PERCENT OF AVAILABLE FLOW= 100% -FLOW TO TANK/FLOW TO BUILDING= DURATION OF FLOW (PER HOUR) TO RE-FILL TANK= VOL,UME/FLOW = 14.21 Ml:NUTES TO REFILL TANK PREPARED BY: MARK FISHER, R.CE CA LIC# 56341 r& E,., l'1 \[. ~ ~ u c, .-) ,· WATER DRAINAGE CALCULATIONS TROUGH DRAINAGE CALCULATIONS SIZE REPRESENTS 1/2 OF TROUGH; TROUGH IS SPLIT BTWN RECYCLE SIDE AND DRAINAGE SIDE RECYCLE SIDE IS EQUIPPED WITH 3HP PUMP AND 411 OVERFLOW DRAIN. WIDTH = 1.5 FT DEPTH = 1. 75 FT LENGTH= 20 FT VOL. = 52.5 CF 7.48 GAL/CF VOL= 392.7 GALLONS MAX DUMP/CYCLE= 331.7 GALLONS= 44.34 CF RESERVE CAPACITY (SINGLE SIDE)= 16% .CHECK MAX FLOW THROUGH DRAIN PIPES TO TROUGH D = 3·inches rH = 0.063 ft S = 0.021 Slope n = · 0.012 PVC·Pipe A=rr(D"2); 0.049 sf Use Manning's formula to Check the Size of the Pipe Qfull {3;') (1.49/n)*A*rH"2/3*sqrt{S)= Q.14 cfs = 62.1814 GPM, MAX NUMBER OF 3" DRAINS = 4 0.~5 CFS TOT AL FLOW FROM 3" DRAINS (SIMULTANEOUS) CHECK MAX FLOW THROUGH DRAIN PIPES TO TROUGH D = 8 inches rH = 0.167 ft S = 0.021 Slope n = 0.012 PVC Pipe A=rr(D"2), 0.349 sf Use Manning's Formula to Check the Size of the Pipe Qfull (811) (1.49/n)*N'rW2/3*sqrt(S)= 1.9 cfs 850.31 GPM, MAX PALOMAR CLEANERS -LA COSTA PREPARED BY: MARK FISHER, R.C.E. CA LIC#56341 WATER DRAINAGE CALCULATIONS NUMBER OF 811 DRAINS = 1 1.89 CFS TOTAL FLOW FROM 811 DRAINS TOTAL MAX FLOW RATE TO TROUGH = TOTAL MAX VOLUME TO TROUGH = TIME TO FILL TROUGH = TIME TO DRAIN TROUGH = 2.45 cfs 331.7 gal= 18.1 seconds 114.7 seconds FROM CALCULATIONS FOR MAX FLOW TO TROUGH 1099.04 GPM 44.34 C.F. Q = 2.45 cfs Flow from ALL MACHINES DRAINING SIMULATANEOUSLY Q = 2.45 cfs TIME= 18.11 sec TROUGH FILL TIME= MAX VOL.IQ D = 4 inches rH = 0.083 ft S = 0.03 Slope n = 0.012 PVC Pipe A=n(D"2). 0.087 sf Use Manning's Form1,1la to Check the Size of the Pipe Qfull (411) (1.49/n}*A*rH"~/3*sgrt(S)= 0.36 cfs Qmax = 1.08Qfull : DRAIN TIME= 0.39 c·fs = 114.7 sec CHECK DRAIN FLOWING AT 50% CAPACITY Q(50%) = 0.5 Qmax = 0.19 cfs = DRAIN TIME = 229;3 sec BUILDING SANITARY WASTE CAPACITY SUITE DFU'S 174 GPM 87 GPM A 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK B 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK C 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK D 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1.BAR SINK E 0 NONE, PART OF SUITE i= F 34 ASSUME SAME AS NEW LAUNDRY (CONSERVATIVE) PALOMAR CLEANERS-LA COSTA PREPARED BY:. MARK FISHER,. R.C.I;. CA LIC# 56341 WATER DRAINAGE tALCULA TIONS G 34 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK H 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK I 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK J 11 2 LAV, 2 -1.6 GPM GRAVITY W.C., 1 BAR SINK 145 DFU TOTAL Suite G -DFU CALCULATION LAVATORY 1 DFU TOILET 1.6 GPM 4 DFU EQUIVALENT DFU FOR TROUGH FROM UPC TABLE 7-4 QTY FOR FLOW AT 31 TO 50 GPM, EQUIVALENT DFU = AT TROUGH PIPE FLOWING FULL; 174 GPM = TOTALDFU= 24 + 10 = 34 DFU 2 2 DETERMINE CAPACITY OF 4" BUILDING MAIN LINE FROM UPC TABLE 7-5 2 DFU 8 DFU lODFU 6 DFU 24 DFU ALLOWABLE DFU ON HORIZONTAL 4" PIPING= 216 DFU ACTUAL BUILDING DFU;: 145 DFU OKAY PALOMAR CLEANERS -LA COSTA PREPARED BY: MA~K FISHER, R.C.E. CA LIC# 56341 ,. . . THE COMPLETE HOT WATER SYSTEM INCLUDES: The Parker Indirect Fired Waler Heater is on industrial quality unit designed for economically heating large volumes of domestic or process water for,commerciol and industrial applications. The all bronze and copper heat transfer coil eliminates the possis bility of rust throughout the water pas- sages. The indirect principle of heating the process water with sealed-in pri- . mar.y water combined with controlled circulation minimizes the possibility of scaling within the heat transfer coil for low or hign temperature applications. The Parker Hot Water Storage Tank 1s of quality construction built in accordance with the ASME Code. Tanks are available vertical or horizontal in d wide range of sizes and include on attractive, durable exterior painted finish and on internal phenolic coating. Special warrantied internal tank linings are availalile at nominal cost. A com- bination temperature-pressure gauge and safety relief valve are furnished with the system. INDIRECT HOT WATER SYSTEftfi Assm•es Rust Free Hot \Vater, Economical & Reliable for Low and High Temperahtre Applications Gas, Propane or Low NOx Fired Models 300,000 to 3,000,000 BTU Input The High Duty Circulator has bronze-fitted construction, balanced centrifugal impeller and mechanical seal selected for each specific heater size. 209-11 Water Heaters Indirect Hot Water Henter System soo,ooo to s,000.000 BTU Input A Packaged Piping Kil is also . available and includes all the piping and valves shown above to easily con- nect the heater to the storage tonk. Stainless Steel Option is available on the healer with 316 stainless steel tubes and all stainless waterways for deionized or pure process water applications. Note: unit outputs ore reduced, consult factory. BOILER CO. 5930 Bandini Boulevard Los Angeles CA 90040 Fox (323) 122-2848 www.porkerboiler.com Phone (323) 727-9800 NEVER A COMPROMISE FOR QUALITY OR SAFETY C8ocr'" rr L: City of Carlsbad J 1 ,· 1635 Faraday Av Carlsbad, CA 92008 01-02-2009 Plan Check Revision Permit No:PCR08158 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: BOB SOMMERS 760-685-1700 Building Inspection Request Line (760) 602--2725 2221 LAS PALMAS DR CBAD St: G ·Status: PCR 2130503101 . Lot#: · .0: . Construction Type: NEW· ', · ·.: ·· Applied: $0.00 CB081911 PALOMAR CLEANERS: REVISE FOOT ING UNDER WATER TANK Entered By: Plan Approved: Issued: Inspect Area: Owner: HOUSE OF CARDS INC 1025 16TH AVES #202 NASHVILLE TN 37212 Plan Check Revision Fee Additional Fees Total Fees: $120.00 Total Payments To Date: $120.00 Bala.nee Due: Inspector: ------ , .' . . ~ FINAL APPROVAL Di:ite: ----'------Clearance: ISSUED 12/19/2008 JMA 01/02/2009 01/02/2009 $120.00 $0.00 $0.00 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 hav~ 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 proiest 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 specifi~d fees/exactiomi'°DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading orother similar application processing or service feeS:in ci>hnection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this -or as to which,the statute of limitations has nreviouslv otherwise exoired. Plan Check Revision No. P CVZ.O g--I :i 8' Project Aqdress 1./1----l_..\ \.-;a,~ {)!1\kM,,c.zD::· Original Plan Check No. , C5oS--l Cf f l Date \1: 1"? · '-s,o~ '· Name of Business at Project Address ..... ·~""9"*\.s,=.,._,.,f>k,,cl...,._.C.___.C_,k.......,.·~ ........ e .... c>"----------------- \ Contac~~ 29,t}of;,.,...ef> Ptitk0 b4p<; -\3::eQ Fax . Email ________ _ : Contact Address :5 1\-;N-.e... . . City . Zip ----- , C:~\c!h t--( . '1General Scope of Work ~laµ. o'\a. G-,,,.Jr~";J uroP..r.:-.J&k~'\~V\~ (~2_C;,~~ Original plans prepared by an architect or engineer, revisions must be.signed & stamped by that person. 1 Elements revised: ~;ans ~culations D Soils D Energy D Other ___________ _ 2 3 4 Describe revisions in detail List page(s) where List revised sheets each revision is that replace shown existinq sheets -i--t/.~,fll.,t_ ,A-\ fl ,\~-\-p ~ hH h&J:c .... ,,._ e.. u -:;_, .. -. <:,_.l.,....r,::i ..... 1,-k'::i.A \C..---- 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s}? D Yes 7 Does this revision affect any fire related issues? D Yes D Yes ~No D Yes 81'-Jo g---No Phone: 760-602-27 J 7 / 2718 / 27 J 9 ~o Fax: 760-602-8558 ., ; EsGil Corporation In Cl'artnersli.fp witli. government for <.Bui{aing Safety DATE: 12/30/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1911 Rev SET:I PROJECT ADDRESS: 2221 Las Palmas Dr Suite G PROJECT NAME: Palomar Cleaners -TI D APPLICANT ~URIE) ~LAN REVIEWER D FILE IZ] 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 building 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 Corporation until corrected plans are submitted for recheck. D Th~ applicant's copy of the check list is enclosed for thffjurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: IZ] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 D REMARKS: By: Doug Moody l;:sGil Corporation D GA D MB D EJ D PC Enclosures: 12/23/08 9320 Chesapea~e Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Qity: af Carlsbad 08-1911 Rev 12/30108,. [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Cadsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 08-1911 Rev DATE: 12/30/08 BUILDING ADDRESS: 2221 Las Palmas Dr Suite G BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING AREA PORTION ( Sq. Ft.) Revision - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdietion Code cb / Bldg. Permit Fee by Ordinance i:J I Plan Check Fee by Ordinance i] Valuation Reg. VALUE Multiplier Mod. By Ordinance ·Type of Revlew: r Complete Review r Structural Only · _ r Repetitive Fee .,. '3 Repeats ., * Based ·on hourly rate Comments: ., r Other Hourly '--___ _,1THour* Esgil Plan Review Fee ., ., ($) ] $120.ooJ $96.ooJ Sheet 1 of 1 macvalue.doc i ., ~1112/19/08' .FRI 09: 46 FAX 619 435 7044 CORONADO MAIL. AND PARCEL 141001 . , BY JAN 02 2009 City of CARLSEaAO BUILDING DEPT. -~ EXf STING 5" THICK CONCRETE SLAB W / 6"X6"W1.4XW1.4 W.W.F. SAWCUT SLAB & REMOVE EXISTING CONCRETE AT TANK FOOTING AREA TANK 811 THICK 2500 PSI CONCRETE #4 REBAR @2411 O.C. EACH WAY TANK SLAB DETAIL .,.,,--ANCHOR PU.Tla/>ER / TANK MANF, INS1'RUCTIONS MAR!( FISHER,P.E. 8,45 G A VENue #B CORON/\00, CA !12118 (7(,0) 4l!0-2900 {760) !14~·7634 (fox) CA LIC#5634l PROJECi: PALOMAR Cl,.~ANERS. SUiil; G A00RE55: 2221 LAS PAl,.MA.$, sune 6 CARLSBAD, CA 9.:!010 DATE: D€CEMBER 19, 2008 OWNER: PAI.OMAR CLEANERS 22t!! LAS PALMAS CARt.SBAD, CA 9<!010 Pc~o2-1if (Y{6 -0?08 ( Cf. l l t , 1112/19/08 FRI 09: 46 FAX 619 4j5 7044 CORONADO MAIL AND PARCEL Mark Fisher# P. E. CA Lie. No. 56341 2548 Corbel Way Sc:m Marcos, CA 92078 (619) 365~9563 STRUCTURAL CALCULATIONS ... FLOOR SLAB BELOW' WATER TANK Site Address: 2221 Las Palmas Road, Suite G Carlsbad, CA 92010 SLAB-ON-GRADE DESIGN CHECK REFERENCE USED: ARMY CORPS OF ENGINEERS MANUAL TM-5-809-12 CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS CRITERIA: f'c = fy:: Modulus of Elasticity (slab) Methods: Slab Thickness 2,500 psi 60,000 psi 4,000,000 p.si StationaryLive Loads from Section 3,3, TM-5-809-12 Sfob Reinforcement: Confirmed Capacity Method Maximum Requirements Subgrade Drag Method Minimum Requirements *2 Pages of Hand Calculations attached '41002 Page l of 1 Pages , 7 p•v 619 435 7044 CORONADO MAIL AND PARCEL . . . . · M.,,f~~ : ; i "· · * 12/19/08 FRI 09.4 l1A ... , , ,_ ....... , . , ., . , ..... ,. , ..... ! ... 1 ........ , , ., .... ; ~ ., .. : ::IJ :i=:tliW~Jlttt1tttJJ~l.~:t~l ··~tJ:J:t~!=tLi-~Lf :·1=-l tl1i=!=i ! , , ! , ~-; q., . , : . , : 1;! , i , • • , {·-'V u1 zsr:t.o JJ ur , i , : , i , ! i ; . ! , ... ,( .M_ .... MO 0 00 • O ............. ~ .. .. ......... ,,,., I '"'"""""'"''t ' ~ ; . : i : .......... ~ . ; ...... I ......... : : ....... , ..... )' ,.·, ........ : ... , .... : ... ....... "'"""':"·":• ·····""'; .......... :. I' ,.,:_,,,..,. i ,.,. ~ "' > i i f. ""' .: ... J . ··--;-, r.c: ;· i l \ · ................................. .. i .......... /-... -· .. r·:J: .. _ .... ;_ .... :.·::···:L.::.:.;. ........ ; .... ! ......... ; ...... · · : ... , ... :,, ... '\ PCR0$158 2221 IAS PALMAS DR G PALOMAR CLEANERS: REVISE.FOOT ING UNDER WATER TANK 2-~(_.. -S±e;t }6'> I 2-[ c_ct lo&-· ! o \ l~(JJ/o? ~~~ , lo~o~ (~£. (.)._,Qd) ----~~~~----,,··-F .. ·------ ,. • <