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2885 LOKER AVE E; ; CB120479; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-07-2012 Commercial/Industrial Permit Permit No: CB120479 Building Inspection Request Line (760) 602-2725 Job Address: Permity Type: 2885 LOKER AV EAST CBAD Tl Sub Type: INDUST Lot#: 0 Construction Type: 5B Reference# Status: ISSUED Applied: 03/16/2012 Entered By: LSM Parcel No: Valuation: Occupancy Group: Project Title; 2090831100 $87,974.00 BREG-TI OF 1,139 SF OF NEW Plan Approved: 05/07/2012 Issued: 05/07/2012 Inspect Area Plan Check #: TEST LAB AND 1,231 Tl FOR SUPPORTING OFFICE SPACE (ALL INTERIOR) TOTAL 2,370 SF Applicant: TERRY MONTELLO 4715 60TH ST SAN DIEGO CA 92115 619-994-5557 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount 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 Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $636.82 $0.00 $445.77 $0.00 $0.00 $18.47 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $7.05 $0.00 $0.00 $0.00 $1.00 $430.00 Total Fees: $2,722.82 Total Payments To Date: Owner: RI (CA) QRS 12-59 INC C/O RANDALL INTERNATONAL 2885 LOKER AVE E #E CARLSBAD CA 92010 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee ( 4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $2,722.82 Balance Due: $0.00 $0.00 $0.00 $0.00 $847.46 $0.00 $0.00 $0.00 $0.00 $0.00 $184.00 $106.75 $45.50 $0.00 $0.00 $0.00 $0.00 ?? ?? $2,722.82 $0.00 Inspector: FINAL APPROVAL Date: 7 · / 2---• /'1...--Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.• You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. / ; ~ ... ' Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Plan Check No.Cf> f ;>.-0 '(79 ~ CITY OF CARLSBAD EMAIL Fax: 760-602-8558 www.carlsbadca.gov Est. Value SUITE#/SPACE#/UNIT# # BATHROOMS PATIOS (SF) DECKS (SF) FIREPLACE YESD #_ NOD APPLICANT NAME (Secondary Contact) ADDRESS CITY STATE PHONE FAX EMAIL WS.77 -/ IIS.OD E acc. GROUP AIR CONDITIONING FIRE SPRINKLERS YES D NOD YES D NOD ZIP (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, de olish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tnat he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). Workers' Compensation Declaration: / hereby affinn under penalty of perjury one of the following dec/araffons: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, s required by ~lion 3700 of the Labor Code, for the performance of the work for which this pe!.fll!t is issued. My workers' compensatim1)nsurance carrier and policy number are: Insurance Co. \/ :-OAAI fl!,Vfllt/1(_, '-~A olicy No. 7bblit?Q 6Z.,JS" f 1 \ Expiration Date I //_01 /Zt:> k Z. ' ,,' ~ / '_, I, as owner of the property or my em wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. I(, 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). Cl I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Cl I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Cl Yes Cl No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone I type of work): _,2$ PROPERTY OWNER SIGNATURE CJAGENT DATE .. V ,_,'"'f:'_ '''\' ~ -::,-• ,,, , -,--,-=v , , , ','', w =, ,,..,,_ v '': •• ,, , :; v ,v-._, , -v:,~ 'T -, -, ,,v , v, " , ''" , __ -~ , ,•--,.::, ,, ___ , --,,.-~ ,,w v :-~~ '"'' _, v"";w' , = v "';'...,...,'~'-••:,-•,-~'.fc ",'~ w ,~ H vmN '> ,-.,, ,.';:;'('.,$ , . €0(&:nPn,1]1.r~ IJOCf00 ~'f3<€ vo®qJ 1;;®111 ro@r,1),,,fH13m:JJE12rorro/,;jv,: !!¾i!hff~@uwili •if.ia(f.H~'iJJltttt :®WiH'r .... · ·· · · · · , , ' ' " ' ' ' , , ' " ' , , , "J, , ' , / , ' , ' ' Is the applicant or future building occupant required to submit a business plan, acutely hazardous matertals registration form or rtsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes O No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address : -~-"''' , I certify that I have read the application and state that the above inforrnation is correct and that the inforrnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative o_f.!ba.gilyofea~s d to enterupon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES l10GMENTS, COSTS EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pe · ui©(l for excavations over' 'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every 1t issueil't.y the Building Official nder the provisions of this Code shall expire by limilation and become null and void if the building or v.ork authorized by such permi!is not commenced v.ithin 180 days from the dat pe ; ife~ building o, rk authorized by such permit is suspended or abandoned at anytime after the v.ork is commenced fora period of 180days (Section 106.4.4 Uniform Building Code). ~ APPLICANT'S NATURJi-l,;=-:C--1~ 1\<~~::::V . DATE \ Inspection List Permit#: OB120479 Type: Tl INDUST BREG -Tl OF 1,139 SF OF NEW TEST LAB AND 1,231 Tl FOR SUPPORTIN Date Inspection Item Inspector Act Comments 07/12/2012 89 Final Combo RI AM PLEASE 07/12/2012 89 Final Combo PD AP 06/15/2012 84 Rough Combo PD AP 05/29/2012 17 Interior Lath/Drywall PD AP 05/23/2012 84 Rough Combo PD AP walls 05/11/2012 21 Underground/Under Floor PD AP Friday, July 13, 2012 Page 1 of 1 City of Carlsbad 12-0479 5/2/12 EsGil Corporation In <.Partnersliip witfi <;ovemment for (}Jui{aing Safety DATE: 5/2/12 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-0479 PROJECT ADDRESS: 2885 Loker Ave East PROJECT NAME: Breg -TI SET: IV D~NT 0~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. C8:J 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 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: C8:J 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: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: A. All replacement sheets at t to make a complete City set of approved pl the approved plans frorn EsGil must be ma set of approved plans. By: Chuck Mendenhall EsGil Corporation Telephone #: Fax#: incorporated into the city set of plans 1FU:iP.V,l·hR'·rnn clouded in red on sheet P1 of e to the city set of plans to make a complete City Enclosures: D GA D EJ D PC 4/27/12 EsGil Corporation In <Partnership wit/i, <]overnment for (}Jui(aing Safe'ty DATE: 4/25/12 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-0479 PROJECT ADDRESS: 2885 Loker Ave East PROJECT NAME: Breg -TI SET: III D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ 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: Terry Montello · 4715 60th Street, San Diego, CA 92115 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: Terry Montello Telephone#: 619-994-5557 Date contacted: -'\-2.5-)2., (by: DI<-) Email: permits@cox.net Fax #: 619-229-0642 £ Mail i/ Telephone v· Fax In Person D REMARKS: By: Chuck Mendenhall EsGil Corporation D GA D EJ D PC Enclosures: 4/18/12 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-'1468 + Fax (858) 560-1576 • City of Carlsbad 12-0479 4/25/12 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, 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 AND CAPS indicates the unresolved issue. 3. Show the required floor drains in the following locations, as per UPC. Section 412.2: a) Toilet rooms containing 2 or more water closets or a combination of 1 water closet and 1 urinal, except in a dwelling unit. The floor shall slope toward the floor drains. UPC. Section 412.2.1. Revise the isometric to show the floor drains to be vented consistent with the plumbing plan. THE RESPONSE WAS "SEE SHEET P1 FOR CORRECTION" THERE WAS NO CHANGE TO SHEET P1. THIS ITEM STILL APPLIES. 4. Please revise the waste line plan to show the vents from the floor sinks not to combine until a minimum of 6" above the flood rim of the fixtures served. The isometric and the plumbing plan show the vents for the floor sinks to be combined below the flood rim of the fixtures served. Please correct the plans. THE RESPONSE WAS "SEE SHEET P2 FOR CORRECTION" THERE WAS NO CHANGE TO SHEET P2. THIS ITEM STILL APPLIES. 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesape~ke 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In <Partners/Up witli. (jovernment for (}3ui(aing Safety DATE: 4/12/12 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-0479 PROJECT ADDRESS: 2885 Loker Ave East PROJECT NAME: Breg -TI SET: II D APPLICANT o@§y D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [g] 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. [g] The applicant's copy of the check list has been sent to: Terry Montello 4715 6.0th Street, San Diego, CA 92115 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [:8J EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Terry Montello Telephone#: 619-994-5557 Date contacted: L/), 2-) ,,_ (by: 14---) Email: permits@cox.net Fax #: 619-229-0642 l. Mail._/ Telephone D REMARKS: Fax..........--In Person By: Doug Moody EsGil Corporation D GA D EJ D PC Enclosures: 4/10/12 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-0479 4/12/12 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, 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/report~ 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. 3. Show the required floor drains in the following locations, as per UPC. Section 412.2: a) Toilet rooms containing 2 or more water closets or a combination of 1 water closet and 1 urinal, except in a dwelling unit. The floor shall slope toward the floor drains. UPC. Section 412.2.1. Revise the isometric to show the floor drains to be vented consistent with the plumbing plan. 4. Please revise the waste line plan to show the vents from the floor sinks not to combine until a minimum of 6" above the flood rim of the fixtures served. The isometric and the plumbing plan show the vents for the floor sinks to be combined below the flood rim of the fixtures served. Please correct the plans. 9. 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. Please revise the site plan to show the work necessary to revise the non-compliant parking stalls to be compliant consistent with detail 1 on sheet A-100. 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. City of Carlsbad 12-0479 4/12/12 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 1:1 No 1:1 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 (['artnersli.ip wit/i, (]overnment for (}3uifaing Safety DATE: 3/26/12 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-0479 PROJECT ADDRESS: 2885 Loker Ave East PROJECT NAME: Breg -TI SET: I D APPLICANT CiY'JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor defici"encies 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: Terry Montello 4715 60th Street, San Diego, CA 92115 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: Terry Montello Telephone#: 619-954-5557?-number-no+ ,·n S(!.rvicc.. Date contacted: 3-2u--,2. (by: 1)12.) Email: permits@cox.net Fax #: 619-229-0642 ~Mail..-/Telephone / Fax,/ In Person D REMARKS: By: Doug Moody EsGil Corporation D GA D EJ D PC Enclosures: 3/19/12 9,320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-0479 3/26/12 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CtfECK NO.: 12-0479 OCCUPANCY: B/Fl/S1 TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR. AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 3/16/12 DATE INITIAL PLAN REVIEW COMPLETED: 3/26/ 12 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Laborato:ry ACTUAL AREA: 2370sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 23 DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/19/12 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 regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 201 0 CBC, which adopts the 2009 IBC. 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. Per Sec. 105.4 of the 2009 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 revised plans. City of Carlsbad 12-0479 3/26/12 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. . 2. Please provide a roof plan showing the new roof mounted equipment and a service receptacle located less than 25' from the new equipment and GFCI protected. 3. Show the required floor drains in the following locations, as per UPC. Section 412.2: a) Toilet rooms containing 2 or more water closets or a combination of 1 water closet and 1 urinal, except in a dwelling unit. The floor shall slope toward the floor drains. UPC. Section 412.2.1 4. Please revise the water line plan to be consistent with the water line calculations and show the line to the water closet urinal set to be 1 ½". 5. Please revise the plumbing plans to show the required clean-outs per section 707 of the UPC at the sinks and urinals. 6. Please revise the waste line plan to show the vents from the floor sinks not to combine until a minimum of 6" above the flood rim of the fixtures served. Note : 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. City of Carlsbad 12-0479 3/26/12 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. 7. Please correct the elevations on sheet A-303 to show the grab bars to be mounted at 33" and not 33" minimum. 8. Please correct the elevations on sheet A-303 to show the water closet to be set a 18" from the side wall and not 18" minimum. 9. 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. 10. Please revise the plans to show fully accessible lockers per Section 11158.8.5. 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 Cl No Cl 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. ' I City of Carlsbad 12-0479 3/26/12 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad · PREPARED BY: Doug Moody BUILDING ADDRESS: 2885 Loker Ave East BUILDING OCCUPANCY: B/Fl/S1 BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Tl 2370 37.12 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance • Plan Oleck Fee by Ordinance • Type of Review: 0 Complete Review PLAN CHECK NO.: 12-0479 DATE: 3/26/12 TYPE OF CONSTRUCTION: IIIB Reg. VALUE ($) Mod. 87,974 87,974 $636.821 $413.931 D Structural Only DR.epetitive Fee .., Repeats D Other D Hourly EsGil Fee -----IHr@• $356.621 Comments: Sheet 1 of 1 macvalue.doc + , .. «~ ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 12-479 Date: 03/21/12 Project Address: 2885 Loker Ave E APN: 209-083-11 Project Description: Tl 1139 new lab/116 new office/1115 men and women Valuation: $87,974 lockers ENGINEERING Contact : Kathleen Lawrence Phone: 760-692-2741 Email: kathleen.lawrence@carlsbadca.gov Fax: 760-602-1052 0 RESIDENTIAL 0 RESIDENTIAL ADDITION MINOR (<$20,00Q.OO) 0 CARLSBAD COMPANY STORES O0THER: GZ]TENANTIMPROVEMENT 0 PLAZA CAMINO REAL 0 COMPLETE OFFICE BUILDING r .. -··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··1 . OFFICIAL USE ONLY - ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE REMARKS: Notification of Engineering APPROVAL has been sent to via on DATE: 03/21/12 -• • -•·• -• • -• • -• • -• • -• ,; -a• -a a -• • -• a -• a -a a -I•-"• I -I I -I a -I I -•• E-36 Page 1 of 1 REV 4/30/11 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Kathleen Lawrence Date: 03/21/12 GEO DATA: LFMZ: / B&T: Address: 2885 Loker Ave East Bldg. Permit#: CB 12-479 Fees Update by: KML Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: lab/office Sq.Ft./Units 1139/116 Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: lab/office Sq.Ft./Units 1139/116 Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft.JU nits Sq.Ft./Units Sq.Ft./Units EDU's: .09 EDU's: EDU's: EDU's: ADT's: 5 ADT's: ADT's: ADT's: Within CFO: [Z]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) D NO 1. PARK-IN-LIEU FEE:QNW QUADRANT ONE QUADRANT OSE QUADARANT OSW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ N/A 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: 5 I X FEE/ADT: 93.00 I=$ 465.oo 3. BRIDGE & THOROUGHFARE FEE: ODIST.#1 ODIST.#2 ODIST.#3 ADT'S/UNITS: I X 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: j_X 5. SEWER FEE EDU's .09 j X BENEFIT AREA: G EDU's .09 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: UNITS CODE 1x PLDA: 1x FEE/ADT: I=$ NIA ZONE: FEE/SQ.FT.JUN IT: I =$ N/A FEE/EDU: 1096 I=$ 98.64 FEE/EDU: 600 OHIGH FEE/AC: I=$ 0MEDIUM 54.00 0LOW I=$ NIA CONN. FEE METER FEE SDCWA FEE TOTAL ~DD ~DD !SJ D D ~DD !SJ D D !SJ D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. -CB 12-0479 Address 2885.Loker Avenue East Planner Chris Sexton Phone _{7~6~0}_6_0~2_-4_6=2~4 _______ _ APN: 209-083-11 Type of Project & Use: Tl Net Project Density:N/A DU/AC Zoning: P-M General Plan: Pl Facilities Management Zone: §. CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: 181 Item Complete @em lnco~plete • Needs your action Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO D TYPE -- APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO 0 CA Coastal Commission Authority? YES O NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D (Effectiv~ date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A D Rev 6/11 Site Plan: 0 D D 0 D D DOD 00D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. · Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: lnterio'r Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ . Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ 5. Parking: (breakdown by uses for commercial and industrial projects required) 37,191 sq. ft Office Required: 149 Shown 148 7,858 sq. ft. Manufacturing Required 20 Shown 20 37,767 sq. ft. Warehouse . Required 38 Shown 36 Total Required 207 Total Show~701" Additional Comments 1) Per Carlsbad Municipal Code, Section 21.44.01 O (C), when calculating the required number of parking spaces, if the calculation results in a fractional parking space, the required number of parking space, the required number of parking spaces shall always be rounded up to the nearest whole number. Please reflect this on sheet "A-100" under the parking calculations. 2) Please see attached memo #3. The City Planner now has the authority to modify the parking requirements for any use when a parking study or any other evidence demonstrates that' adequate parking will be provided and that the modification will not adversely affect the neighborhood or site design and circulation. The modification may be based on the results of a parking study prepared by a registered traffic engineer or other qualified parking consultant, or other evidence satisfactory to the City Planner. 3) Is there new roof mounted equipment? If so, please show how it will be screened. Please see attached handout on roof mounted screening. 4-9-12 1) Please change the "TOTAL REQUIRED" for the parking calculation on sheet A-100 from "204" to "207". · Rev 6/11 «~~ ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: D Building Permit O Right-of-Way Permit D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: ~ L.2.V ' ,', Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* . No T~ssessment Criteria '/J My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat' assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My proje~t does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria CJ My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria CJ My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3· -Significant Threat Assessment Criteria CJ My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or CJ My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, CJ My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Page 1 of 1 Rev.03/09 I Construction SWPPP Tier Lev~I Tier2 . E,xempt ·CITY OF . CON.$T~0CTION. THREAT· ASSESSMENT VVQRKSHEET FOR DETERMINATIQfifOF PROJECT'S PERCEIVED: "FHREA:T'TO STORM: WATER ,QUALITY " ' ' E-33 · Developmen,t Service:s Land Developme11Ungioeer:ing 1635 Far.a.day Avenue 790°602~i1so www.cadsbadi;a.gov . ; Censtr:u.ctioii thr:eijt.Assessm~nt Criteria* , Tier1B -Hiqh,.Construction. threat Assessment Criteria -., . . , D Prbj(;lcfsife'is 50 c=Jcr'e$ cir incire ah.a grading:,;vw occurci'urln·g the rainy season . D l;?r9ject she is 1 .a.ere or more in· size arid. is located:within·the BUeni;i Vista or Agua Hedionda Lagoon watershed, ins/de or within ·200· .feet of' an· etiviror:imentally sensitive area (ESP..) or discharges directly to an,.ESA · , · · . . · · D Soil at sit!') fs •r'r:i'oderately to 'higtily ·er¢sive. (defined: as t,avirig. a preqbminance· of soils w.ith , USDA-NRCS. E'rosion fc=Jcfors;kt:gre?)ter tha,n·,or·(;lqµal. to'0.4) · · o· Site slope.is ·5 t61 .or ste!")per · . . · · . D Co~structjon ls initiated during the rc.iiny season or, will extend: into the rainy season (Oct. 1 through.April 30). _ ,''q qw11er/6ontract9r.receive_d:i;i·StormNVater·Noti_ce·ql \/iorati.bn within past two years "' 'Tier 3 -Medium Construction, Threat Assessment Criteria · 'EJ: All P!Ojects not meeting Tier~: High' Coristri.Jctibn thr.~at.Assessrnent qrit~ria . Tier 2 High ColistrudticirHhreat Asse~sm~~t Criteria .. · · · · · d ·· ,Project' is 'located within the, Buen9 Vista ·or Agui:i Hedionda Lagoon. watershed, inside or within.2Q0.feet of an environmentally'sensitive;i area (ESA),or: discli<;1rg.es directly .to an ESA · d Soil .at ~i.t~ is mdderately to highly erosiye (d!3fined as ~~virig a pr!")dominance of soils with .. USDA~NRCS Erosioli.factors.)<f~reater tnan or equal to 0.4). · .. a Site slopf3'is q to 1 .or steeper · .D Construction i~ initiat(;ld. during the rainy season or will extend intq the rainy season (Oct. 1 thfough April 30), · ·· . · · . : D. Own(;lr/c:qntr9ctqr recei.ved ? S.torrn Water-Notice of Violation· wit.hiri ·past two years : q Site results iir.one,h(:df _acre.or more of sc'i,il!clls.turbance· -Ii9r 2. ~ Medium; ConStructiOn; 17fireat.Assessmerit,criteria . · _q . All proj~cts nofm~eting, Tier 2.High, .C::onsti"µctiqn, Threat A~se;issrrie;int Griteria . ·_rrer 1 -~Medium ln'spection ThreatAssessment.Criteria . .. . D Pr0Je9t is lgcat~d within the Buen~ Vista ot ,AgLJa, liecjiqnda;'~ag_orin watershed, within or dir.eptly adjacl:lnt fo.c)n'environmentalJy sensitive c:1r~a (ESA).qr.dil=lc:harges-diredly to an E$A J:J, · Soirat site 'is moderately to hig~ly erci;siv~ (pefined as bi;iving ,;1 predominance of soils with USQA~NRCS Erosion factors-ktg~eaf(;lttlian or equal.to 0.4). · . · ti Site.slope is .5 to t.orsteeper • 0 Cohs.tructi0n. is initiated during-the rainy ,seasdri or wil! .extend 'into the rainy season (Oct. 1 through April 3Q). . . · '.D Qwlier/c0ntrac:tor received a Storm Water No.tice of Vi~latJon .within past two years 'd Site _resultsin.one,tialf acre,~r.more of'soll disturbance r·ier 1 -Low;lnspectidn Threat Assessment Criteria .. D · All r:irojects.no.t meeting Tier _1 Mi3diurri·C<;instructi~n Threat .. Ass!:)ssrnent·Criteria ~ Not.Applic.able - \' .,· ·Perceiv.ed ·i:hrealto · Storm Water ·, Quality, High Megium High Medium Medium tow *The city engineer may authorize'.mm0r.yariances.from the co·n·stfuction thre~t ,;1ssessment criteria in special cIrcu·mstances where:it can pe·shown-that.a"lesser or:·hjgher'amo\Jnt,of'sfdrm .water'-compliance if)spedtion<is·war'ranted in tbe-opiriion of. the.city engineer-· · E,-33 .Pai;ie 1 of 1 . REV 4/30/10 INSTRUCTIONS: STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that niay be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP;s) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and· signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project. Please answer the questions below, follow the instructions and sign the form at the end. / 1. is your project a significant redevelopment? DEFINITION: Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site. Significant redevelopment includes, but is not limited to: the expansion of a building footprint; addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underlying soil during construction. If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2. If your project IS NOT considered significant redevelopment, then please proceed to Section 1. E-34 Page 1 of 3 REV 4/30/10 CITY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov !SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE YES _N01 Does you project meet one or more of the following criteria: 1. Housing_ subdivisions of 10 or more dwelling_ units. Examples: single family homes, multi-family homes, ~ condominium and apartments 2. Commercial -g_reater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; 'lJf laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. ·, 3. Heavy Industrial I Industry-g_reater than 1 acre. Examples: manufacturing plants, food processing plants, metal \l working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, ~ 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters 't and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. 6. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an I\(__ area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. 7. Environmentally Sensitive Area (ESA>1. All development located within or directly adjacent2 to or discharging ¼ directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8. Parking_ lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban ~ runoff 9. Streets. roads, hig_hways. and freeways. Any paved surface that is 5,000 square feet or greater used for the ~ transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet l"\Y ...... 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than -~ 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4• 'J_ 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Sflecial Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent' means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. l(l general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surroundin ervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of 3 REV 4/30/10 ~~ CITY OF RLSB SECTION 2 STORM WATER STANDARDS QUESTIONNAIRE E-34 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov YES NO' 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating ~ Development Project (see definition in Section 1). If you answered NO, please proceed to question 2. \ -I If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT ( requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. ~ 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) "'--/ If you answered YES, please proceed to question 3. \ If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER ,( REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: '6,--/ a. Trenching and resurfacing associated with utility work? 'h- b. Resurfacing and reconfiguring existing surface parking lots? ··~ C. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? "'{{/ d. Replacement of existing damaged pavement? ' ,_ If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard ( Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing ' development or, be located within 200 feet of the Pacific Ocean and ( 1 )create more than 2500 square feet of .__., impermeable surface or (2) increases impermeable surface on the property by more than 10%? I If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. I SECTION 3 D project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater ·criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box This Box for City Use Only NO E-34 Page 3 of 3 REV 4/30/10 Carlsbad Fire Department • Plan Review Requirements Category: TI , INDUST 1 Date of Report: 04-10-2012 Name: Address: Permit#: CB120479 TERRY MONTELLO 4715 60TH ST SANDIEGO CA 92115 Job Name: BREG -TI OF 1,139 SF OF NEW Job Address: 2885 LOKER AV EAST CBAD Conditions: Cond: CON0005356 [MET] ** CITY OF CARLSBAD FIRE DEPARTMENT-APPROVED: isUILDING DEP'fc, COPY Reviewed by:_,_~-- J THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL 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: 04/10/2012 By: GR Action: AP CONDITIONAL RECOMMENDATION FOR APPROVAL BLDG. DEPijag'i:(Jbl,..g! CONDITIONS: G-002 Means of Egress Doors See code sections below in blue font and revise over the counter. M-2 Attach Carlsbad Policy 80-6 to roof plan. Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: 4/5/2012 APPLICANT: Terry Montello PROJECTNAME:BREG JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2885 Loker Ave. E PROJECT DESCRIPTION: CB120479 1.139[)] Tenant Improvement of new test lab. 1,231 [)] Tenant Improvement for office/locker room and support space. This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The conditions necessary for Fire Dept. approval shall be addressed over the counter before this plan check can be approved for permit issuance. COMMENTS -Additional comments made be generated by response on revised set. GENERAL COMMENT: Denote project address on each sheet: G-000 v Deferred Submittals Revise the list of deferred submittals as follows: Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to applicable occupancy groups and 2010 NFPA 72 Piped Gases (Tank TA #S) N/A to this project Hazardous Materials vProvide Technical Hazardous Materials Report published by Breg, as indicated. To remove statement and add descriptive narrative G-002 Means of Egress Doors See the correct code sections below and revise the following notes: 7.1008.1.6 . 8. 1008.1.6 . 9.1008.1.7 10.1008.1.9 11.1008.1.9 12.1008.1.9.5 13.1008.1.10.1 A-301 v Indicate wall or window type between _Office 109 and Education Lab 100. vProvide reference to A-701 details. A-3.02 v Provide a note: All finish materials shall comply with CBC Chapter 8. v Provide specifications with acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 A-700 Door Schedule Door 103B (E) V Remark 3 indicates new door to be installed. V Remarks 6 & 11 are in conflict. Please clarify. • Door 103A v'Revise door type. Should this be BB? Door109 V Indicate type of glass in existing glass door. Door Notes v' Revise notes 1, 2, 3 & 4 to the 201 0 CBC. Add the following notes: V Card readers/Electric hardware will comply with CBC 1008.1.9.8 and will be field-tested. v'Hardware listings to be provided upon req!,.lest from the Fire Department. Page: 2 of 2 V Provide a descriptive narrative and reference electrical drawings that show compliance with CBC 1008.1.9.8 See Note 16 M0.1 General Notes v'9. Revise note to 2010 CMC Provide Scope of mechanical work for this project M-2 v'Denote any new mechanical units on a roof plan. Imprint Carlsbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be maintained. E2.1 Electrical Lighting Legend V Provide the following notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface. CBC 1006.2 Existing lighting in corridor is provided with battery backup and provides 1 foot candle illumination. CORRECTION LIST · --Page: 1 of 2 ~~ ....... ---- Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Terry Montell~ PROJECT NAME: BREG BLDG: 'DBPT COPY Checked by: Daryl Kit James Date: 3/21/2012 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2885 Loker Ave. E PROJECT DESCRIPTION: CB120479 1.139[1J Tenant Improvement of new test lab. 1,231 Cll Tenant Improvement for office/locker room and support space. INSTRUCTIONS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. Please be sure to put fire revisions on the Building Dept. plan check set. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • Corrected plans, descriptive narrative of revisions following each comment on this form, and a copy of Building Department (EsGil) • COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. COMMENTS -Additional comments made be generated by response on revised set. GENERAL COMMENT: Denote project address on each sheet. G-000 Deferred Submittals Revise the list of deferred submittals as follows: Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to applicable occupancy groups and 2010 NFPA 72 Piped Gases(Tank TA.#S-) Hazardous Materials . Provide Technical Hazardous Materials Report published by Breg, as indicated. G-002 Means of Egress Doors See the correct code sections below and revise the following notes: 7.1008.1.6 8. 1008.1.6 9.1008.1.7 10. 1008.1.9 11.1008.1.9 12. 1008.1.9.5 13.1008.1.10.1 Page: 2 of 2 A-301 Indicate wall or window type between Office 109 and Education Lab 100. Provide reference to A-701 details. A-3.02 Provide a note: All finish materials shall comply with CBC Chapter 8. Provide specifications and California State Fire Marshal listings as well as other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 A-700 Door Schedule Door 103B (E) Remark 3 indicates new door to be installed. Remarks 6 & 11 are in conflict. Please clarify. Door103A Revise door type. Should this be BB? Door109 Indicate type of glass in existing glass door. Door Notes Revise notes 1, 2, 3 & 4 to the 2010 CBC. Add the following notes: Card readers/Electric hardware will comply with CBC 1008.1.9.8 and will be field-tested. Hardware listings to be provided upon request from the Fire Department. Provide a descriptive narrative and reference electrical drawings that show compliance with CBC 1008.1. 9.8 M0.1 General Notes 9. Revise note to 2010 CMC Provide Scope of mechanical work for this project M-2 Denote any new mechanical units on a roof plan. Imprint Carlsbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be maintained. E2.1 Electrical Lighting Legend Provide the following notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface. CBC 1006.2 ,, ' . ' ' STRUCTURAL CALCULATIONS BREG Instructional Lab -Tenant Improvement 2885 Loker Ave. East Carlsbad, CA 9201 O Building Department Submittal Prepared for: DGA 445 West Ash Street San Diego, CA 92101 Prepared by: HOPE ENGINEERING, INC. 1301 Third Avenue, Suite 300 San Diego, CA 92101 March 2, 2012 HE Projec~ #211185.00 Latitude and Longitude of a Point Page 1 of 1 ~ iTouchMap.com :.a M•llla anti tlulltop M,-,.. Maps f Country -State f Places f Google Earth f Cities f Earthquakes f I Am Here f Lat • Long Home » Lautude and Longitude of a Point l. To find the latitude and longitude of a poi_nt _c~lck on the map, ~~~.the _ma~r, o~ .. ~~te~the ... Address: 2885 Loker Ave East Carlsbad, CA 92010 LG~ Map Center: Get Address • Land Plat size · Street View -Google Earth 3D -Area Photographs Try out the Google Earth Plug-in. Google Earth gives you a 30 look of the area around the center of the map, which is usually your last click point, and includes latitude, longitude and el evation information. Latitude and Longitude of a Point Note: Right click on a blue marker to remove it. Get the Latitude and Longitude of a Point VI/hen you click on the map, move the marker or enter an address the latitude and I ongltude coordlnates of the point are inserted in the boxes below. LatHude: 33.130927 Longitude: -117.249123 Degrees Minutes Seconds -----Latitude: 33 7 51.3366 -~ ... -w~ •-.... ,.._,,.v, __ , ___ Longitude: -117 14 56.8422 httn://www itonr.hm:m r.omn~tlnnP html Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on -the map the point is. Use: + for N Lat or E Long • for S Lat or W Long. Example: +40.689060 -74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: {-;;:$ha,v RqlP.tr~] ----· .. ---···~···· .............. ·-··--······ ··-· ...... ---·--·--· Example:+34 40 50.12 for34N40'50.12" Degrees Minutes Seconds Latitude: Longitude: [ Sil.CW Point· I C iTouchMap.com 2007-2012 San Diego Zoo & Safari Park -Offer available now. iii···h,i i/?/?01? <· Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.130927 Longitude= -117.249123 Spectral Response Accelerations Ss and S 1 Ss and S1 = Mapped Spectral Acceleration Values Site Class 8 -Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.093 (Ss, Site Class B) 1.0 0.414 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.130927 Longitude= -117.249123 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D -Fa = 1.063 ,Fv = 1.586 Period Sa (sec) (g) 0.2 1.162 (SMs, Site Class D) 1.0 0.657 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.130927 Longitude= -117.249123 Design Spectral Response Accelerations. SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D -Fa = 1.063 ,Fv = 1.586 Period Sa (sec) (g) 0.2 0.774 (SDs, Site Class D) 1.0 0.438 (SO1, Site Class D) 41;1 A, \ tD-'li 1301 Thla:1.Avenue. JOB- Suite 300 SHEET NO. OF San Diego, CA 92101 CALCULATED BY DATE TEL: (619) 232-4673 CHECKED BY DATE ENGINEERING FAX: (619) 235-4675 info@hopeenglneering.com Seismic Lateral Force on Non-Stryctural Elements and Components Detennine value of Fp (relative to Wp), Based on ASCE 7-05. Requirements for Seismic Design Category A are not considered. Input Data Variables determined by Sections 11.4.4 and 13.1.3 Sos = 0.774 Spectral acceleration for short period per Section 11.4.4 Ip = 1.00 Component importance factor per Section 13.1.3 Output Data Strength level seismic design force per Section 13.3 and Tables 13.5-1 and 13.6-1 Fp(m1nJ = 0.3 Sos Ip Wp = 0.23 Wp (Equation 13.3-3) FP<maxJ= 1.6Sos Ip Wp = 1.24 Wp (Equation 13.3-2) Fp = ~ , .• .,s,. (, + 2~w, (Equation 13.3-1) R/lp = r .............. -J w, Strength level values of Fp (relative to Wp) z ~: 1.25 1.00 2.50 2.50 1.00 2.50 2.50 1.00 2.50 2.50 0.00 0.00 0.00 ----h Rp: 1.00 1.50 1.50 2.00 2.50 2.50 3.00 3.50 3.50 §JW_ 0.00 0.00 0.00 1.00 1.16 0.62 1.24 1.16 0.37 0.93 0.77 0.27 0.66 f _0!.39 -! c.:. -0.95 1.12 0.60 1.24 1.12 0.36 0.90 0.75 0.26. 0.64 0.37 0.90 1.08 0.58 1.24 1.08 0.35 0.87 0:12 0.25 0.62 0.36 0.85 1.04 0.56 1.24 1.04 0.33 0.84 0.70 0.24 0.60 0.35 0.80 1.01 0.54 1.24 1.01 0.32 0.80 0.67 0.23 0.57 0.34 0.75 0.97 0.52 124 0.97 0.31 0.77 0.65 0.23 0.55 0.32 0.70 0.93 0.50 1.24 0.93 0.30 0.74 0.62 0.23 0.53 0.31 0.65 0.89 0.47 1.19 0.89 0.28 0.71 0.59 0.23 0.51 0.30 0.60 0.85 0.45 1.14 0.85 0.27 0.68 0.57 0.23 0.49 0.28 0.55 0.81 0.43 1.08 0.81 0.26 0.65 0.54 0.23 0.46 0.27 0.50 0.77 0.41 1.03 0.77 0.25 0.62 0.52 0.23 0.44 0.26 0.45 0.74 0.39 0.98 0.74 0.24 0.59 0.49 0.23 0.42 0.25 0.40 0.70 0.37 0.93 0.70 0.23 · 0.56 0.46 0.23 0.40 0.23 0.35 0.66 0.35 0.88 0.66 0.23 0.53 0.44 0.23 0.38 0.23 0.30 0.62 0.33 0.83 0.62 0.23 0.50 0.41 0.23 0.35 0.23 0.25 0.58 0.31 0.77 0.58 0.23 0.46 0.39 0.23 0.33 0.23 0.20 0.54 0.29 0.72 0.54 0.23 0.43 0.36 0.23 0.31 0.23 0.1.5 0.50 0.27 0.67 0.50 0.23 0.40 0.34 0.23 0.29 0.23 0.10 0.46 0.25 0.62 0.46 0.23 0.37 0.31 0.23 0.27 0.23 0.05 0.43 0.23 0.57 0.43 0.23 0.34 0.28 0.23 0.24 0.23 0.00 0.39 0.23 0.52 0.39 0.23 0.31 0.26 0.23 0.23 0.23 l:IPROJECTS\20111211186.00 BREG Inc-Medlcar Education Center Instructional Lab\1 Central Fios\03 Calcs\Spreadshcets\Seismic Loads 2009 !BC.xis -1"30-1-Thlrd-Avenue---- Suite 300 Joa------------------- San Diego, CA 92101 SHEET NO;;.·;__ _______ OF ______ _ TEL: (619) 232-4673 CALCULATED BY DATE ____ _ ENGINEERING FAX: (619) 235-4675 inro@hopeengineering.com CHECKED BY DATE ____ _ l;auipment Anchorage forces Determine andchor forces at equipment support points. Based on ASCE 7-05, Chapters 11, 12, and 13 Input Data Equlmpment Data and Information RTlJ.1 & 2 Equipment name or ID Wt = 0.54 Operatkig weight, kips e.g. = Bx By = Nx = = 32 48 48 3 3 Height of Center of Gravity of Equipment Above Slab or Foundation, in. Longer dimension or ooehor pattern, In. Shorter dimension of anchor pattern, in. Number of anchors in Longer dimeslon Number of anchors In Shorter dimension Ny l s,'!-"- ;i'--~-..;:;..-...:;,__o;;;.__ Seismic Factors Fp = 0.39 Wp Seismic Design Force Per Section 13.3.1 Sos = 0.774 Spectral acceterallon ror short period perEqn. 11.4-3 Output Data • Anchor Forces Anchor Group Dtslgn Anchor forces for anchor groups per 2006 IBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.38 and 13.3.1 Etiy= (Vy) = 1.0xFpxJin = 211 lb E,..= (V.,) = 0.3x Fp x Jin = 63 lb Mx = Ehyxc.g. = 6,739 In-lb My = Ehx xc.g. = 2,022 In-lb eau1P.- cvr1.1Ne PLAN EF.,.,..=(Nmax) = (1.2 x Wt)+ (0.2Sos x Wt) = EFz.m1n=(Nm1n) = (0.9xWt)-(0.2SosxWt) = 732 lb 402 lb Eq. 16-5 (Use for Interior foundation relnf.) Eq. 16-7 (Use for anchor and perimeter foundation relnf.) Single Anchor Design Anchor forces for comer anchors per 2006 IBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Does not Include any 1.3 factor per Section 13.4.2 Mx My Strength Level Tension (N) = ------+ --....::...-N xx By NyxBx l:Fz, min ---~=~--= (2N x + 2N y -4) Strength Level Shear (V) = by + bx = [ E ]2 [ E ]2 (2Nx +2Ny -4) (2Nx +2Ny -4) Proprietary software is provided by Si~n Anchors and Hiiti USA to design anchor groups and single anchors: Hlftl Software: http://www.us.hilti.com/holus/modules/home/home submain.jsp?catname=/subhome/profis Simpson software: http://www.slmpsonanchors.com/software/anchor design.html Fn11inmP.nt Anr.hnr::inP. P. Fnntinn,1<11; Anr.hnr Fnrr.A~ ___ HOEEENGINEERING---130-1-+hird-Avenue--- Suite 300 PReJEC-T_-_______________ _ San Diego, CA 92101 PROJECT NO. ________________ _ SHEET NO. _________ QF ________ _ Consulting Structural Engineers BY DATE--------- znr:za -----· '·---,.. ____ -+--·--~---·-··---•.. ·--·-- " . ·-·-··--·----·------·-----··-___ 1_ . ' ' ' -' ->--,_ I ---, __ :-• -----• '' --4-----! ... ~····-1·-· .L ... ··-· ~"·-..... '. ·- ' ' ! : .. 4. - .. L. ... .' .,_. __ ··-·---1 ... J ·-~---'j' ~itc.A!I l .[lf,,'1'~. l -' ···t· ll~t,M~·; -·:···-· " ....... : .. -'. . ···: ···1.i .... -.. .... .. ,,-, ... ,.......... .... . . ........... _; - ; ._ ___ ~ ___ ,._ .. , .,_, _ _._' _,,,. ----_,.,_,,,-. --.,.-................ -·c·--1·-------·· --1------r· --·-f·-· ____ ,., ____ , ..... --·---1--· _,. __ , - i ! ' ' : ' ! ' 1· ! l ' i I I -' ; J -... r • • •• ...... 1.............. + .... •• ~ ...... +.. f· ... "," -----1,! 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L .......... ··! ........ ; . --; · .. -+···-1---·-·:--.... ;. ..,! ....... ; ............ 11-........... f.. ... ...i ... -f·. ···-l-............... , ... . ; ! ~ 1 t I . i i , 1 1 I i ! .. ·-·-!-· ""'""1' . ·---· ... -;-· -.. --! ......... i ....... __ r ,_,_,, l ,_ ..... f .. ___ _ I - --..... ~ -·-·-r---... -i----~---··-.!------·: .. ---~-----· ! > ' ; .. ,. ......... J ................. : ...... , ........ 't ............. . ··j .. ···)""··· .. · Title Block Line. 1 You can changes this area using.the "Settings· menu item ancttherrusing·the·'Printing·&-: · Title Block' selection. Title: Job# Engineer: Project Desc.: -· Project" Notes: Pr.nted: 2 M,'.R 2012, 8:4!;6,M Title Block Line 6 ____ _ [Wood Beam -· --· . --··""'io'fii21 MJXJ-BREG Inc • Medical Education Center lnstructionalLabifciiiitralF'iesi:3 Gacs\Eneicalc\berg,ec6 .. ENERCALC, INC. 1983-2011, Build:6.12.01.12, Ver.6.12.01.12 l,ttl '. ' •• Description: NEW4XBBEAM Material Properties Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 -----------------------------An a I y sis Method : Allowable Stress Design Fb-Tension 1,350.0 psi E: Modulus of Elasticity Load Combination 2009 IBC & ASCE 7-05 Fb-Compr 1,350.0 psi Ebend-xx 1,600.0ksi Fe -Prtl 925.0 psi Eminbend -xx 580.0ksi Fc-Perp 625.0 psi Fv 170.0 psi Wood Species : Douglas Fir -Larch Ft 675.0 psi Density 32.210pcf Wood Grade : No.1 Beam Bracing : Completely Unbraced D(0.068) D(0.04) Lr(0.04) " " D O.'t'J34 " " Span= 8.0ft " D(0.068} " I + ____________________ __, Applied Loads Service loads entered. Load Factors will be applied for catculalions. Beam self weight calculated and added to loads Point Load : D = 0.0680 k ~ 2.0 ft, (Beam Point Load) Point Load : D = 0.0680 k ~ 6.0 ft, (Beam Point Load) Uniform Load: D = 0.0340 k/ft, Extent= 2.0 -» 6.0 fl, Tributary Width= 1.0 ft, (Equipment) Uniform Load : D = 0.020, Lr= 0.020 ksf, Tributary Width = 2.0 ft, (Exisitng Roof) _D=E=S=IG=N'-"'S=U='M=MA=R.,,_,Y ____ -----------------------·- Maximum Bending Stress Ratio = 0.231: 1 Maximum Shear Stress Ratio = Section used for this span 4x8 Section used for this span lb: Actual = 401.31psi fv: Actual = FB : Allowable = 1,740.71psi Fv : Allowable = Load Combination +D+Lr-+H Load Combination Location of maximum on span = 4.000ft Location of maximum on span = Span # where maximum occurs = Span#1 Span # where maximum occurs = Maximum Deflection Max Downward L +Lr+S Deflection 0.021 in Ratio = 4594 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.067 in Ratio= 1429 Max Upward Total Deflection 0.000 in Ratio = 0 <240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Momeni Values Segment Length Span# M V Cd C FN Cr Cm Ct CL M lb Fb +O --. ·-----· o.oo· Length = 8.0 ft 1 0.159 -0.101 1.000 1.300 1.000 1.000 1.000 0.992 0.71 276.08 1740.71 -+0-tt.r+H 1.300 1,000 1.000 1.000 0.992 0.00 Length = 8.0 ft 1 0.231 0.149 1.000 1.300 1.000 1.000 1.000 0.992 1.03 401.31 1740.71 -+0-t0.750Lr-t0,750L-tH 1.300 1.000 1.000 1.000 0.992 0.00 Length = 8.0 ft 1 0.213 0.137 1.000 1.300 1.000 1.000 1.000 0.992 0.95 370.00 1740.71 ·t{J.t0,750Lr-t0.750L-t0.750W-tH 1.300 1.000 1.000 1.000 0.992 0.00 Length = 8.0 ft 1 0.213 0.137 1.000 1.300 1.000 1.000 1.000 0.992 0,95 370.00 1740.71 -+O-t0.750Lr-t0.750L-t0.5250E+H 1.300 1.000 1.000 1.000 0.992 0.00 Length = 8.0 ft 1 0.213 0.137 1.000 1.300 1.000 1.000 1.000 0.992 0.95 370.00 1740.71 Desi nOK 0.149:1 4x8 25.26 psi 170.00 psi +D-tl.r-+H 0.000ft Span# 1 Shear Values V fv Fv 0.00 0.00 0.00 0.29 17.22 170.00 0.00 0.00 0.00 0.43 25.26 170.00 0.00 0.00 0.00 0.39 23.25 170.00 0.00 0.00 0.00 0.39 23.25 170.00 0.00 0.00 0.00 0.39 23.25 170.00 Title Block Line 1 You can changes this area using the 'Settings" menu item · and-1hen-aslrrg-1h-~'Pnntm1r8:· Title Block' selection. Title: Job# Engineer: Project Desc.: Project Notes : Title Block Line .... 6 _____________ _ [_wood seam Pnr11od: 2 1-IAR 2012, 8:45AM !0111211185.00 BREG Inc -Medical Education Center lnslrocllonal lab\1 Central Files\03 Galc:slEnercalclberg.ec6 · ENERCALC, INC.1983-2011, Build:6.12.01.12, Ver.6.12.01.12 Description : NEW4X8BEAM Overall Maximum Deflections -Unfactored Loads Load Combination Span Max.•.• Defl Location in Span Load Combination Max. '+' Defl Location in Span D-+lr 1 "7)1)572 ·-· .. -4"'.0""'40,-----------------0.,...000=·0---· 0.000 Vertical Reactions -Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Sqpport1 Support2 Overall MAXimum 0.479 0.479 -----------·-------- DOnly 0.319 0.319 Lr Only 0.160 0.160 D-+lr 0.479 0.479 H~E-ENGINEERING-130-1-Third-Avenue---- Suite 300 San Diego, CA 92101 Consulting Structural Engineers PROjeei._-_. ---------------- PROJECT NO .. ________________ _ SHEETNQ. ______ . ____ QF ______ ............ _ BY DATE-------- -----~~~\.\,\_{~---:----·-~\_~----~;-·-~~ -··:·-:-~~m~:=-.=--~_.:J,g~1-·=~~:~--:=-= -·: __ :~~:~ ' I • --;---·r~~-~·~··-rr·:·~-;r:r·:·~t;.; __ --: ::)\ 1 ' ; ". • I" /.. ......... . ·~·~ ~ .. "·1 '-... ;_ .. _··+-····j---··-J ....... 1 ..... + .... _i. ---··~--4 · ---1--.-... ; .... _ j ·-... .J. .... _ .. -· i i -· • 1 : • i w~ej . : ! ! 1 ° t~. ·-· ~. L.~t .~ .. L~ r .. J-: J ~~_1~· J .... 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J ........ --1 .... ---+ · 4 ...... + ..... : ......... ,.. -~·---L . f ."::.:./.. . . -· ·. . .......... : .. : .............. . l l : l : I i I ! ' i ; ' : ; ! ' i I l ' ; j ! : I ! · , l ~l } I I I I I I I I 1· j , ! I , i · 1 ; l l . ' ' I I I i I i I I ' I I i i . .... i ·----, .. _ ... ·--···-·1---·--:·----··----·.-i--··· ........... -----·----· ......... r--·-r-··r --l"-··--r --r----r·-l--1 ..... __ ---·-!··· ...... ;---r-· -r--·--: ---;-----1------·-r-1 ·.-~-'--~-=--· --1-r r1·-1 i ·:-. (t·-1 .. +-,-. j + ·i--j -r-- ---·~~~_: __ .. ::i.'.:.-~·~1i.::~-· ·-1.,---.~ .. ·.·.:~~-.-: .. ·.-_-,,:·:·:: ... I _--~:·1r·-.... ~il ::~-~ ·,1---.:·~ __ ;_~::·-~-:.: --. --,,.i -. !-----~-· .. ; . : : .. ; ___ -·-----···------+-·--'. ..... -·~-----:·---··(--- f r . !' .. +•• •• ··: • ..r---1-----· , ...... ,_.. .. -.j ......... J .......... ! ....... ...; ..... /.'. ...... ~~ .. J.~ .. ~.-.. ~~ : ____ i -... ; .... --/----/---·---,·---·-.-·· ... : ...... ··--_.. ! ; I I i i • ~t--tecivci. C: i Lt:PS" :~ ; I i _... I t · · t t·· ··-... : ...... · I, ... r · -· .. --~-.. -·-·1 .. · · ·! ............... ; ... ~ --j -.... ~ ---~-·-· ·;------·i ; : 1 : !----~ ..... j ... -·-~----~ , ' .. _] __ . -+·--i·----·~·--··· f_ · -1 ............ ---· -·-·--r .. ·-·---, .... --.. , .. . : i 1 · ~~~ il.«$"-,?c? ,=y esf. , : . · : i ·-----t--·-·-·" "!""''""''f" • .. ........ ~ ............... -· , •••• , .... 1-, ••• ;.,,., .. '" '"'i·-· -.. ,. ... .., ...... .,4 ... ' "'t---·--+·-· ·----....... .,.. -·-,. ,..,_ ·----------.. i--............ . 1 ___ • : .. -... -; .......... .. ! I 1 • · 1 i : 1 ; '. : i L,.;....,: ~ *° ~ ~ ~s~ 1 ..... ...i ... ---:---·---:.----: ....... -................ L .... i ..... .....; .... ;. __ ._J _____ : ...... , -.1_ ...... ~--.. J _______ ; __ .,1 _____ : ____ .: ........ : ... -.~-.../ ......... : .... --.)·~.·--;.~~--'·--i I . : : . J : : l • ; ~ Pf ' ,~1 ol,1 < ·.:~~;::~~.:'. .. · .. +-· ::L .......... , ......... ; ........ : ....... : ... ;·: .. :: ----F-~:~ ... -.--· .. ; .. ~:·: :~.:~·!::···.~·.~.--~.-.:~~. _ :--· -·---~. --r-:.) .. ~.~~~:=·~~~~:; __ ·:~~l-::·:·~r .:~~-..... J .. -~ .. t.·~~~ .. ' l ! --. .... Project oameo Brog ouanlityo 1 HIGH VOLTAGE CONN. 7/8" DIA. KNOCKOUT Affinity BHZ-13 SEER Single Pkg. R-410A HP Unit Dimensions and Clearances PageOJ Model rn 82HZ048A46 Systemo 82HZ048A46 HIGH VOLTAGE CONN. 1-31/32" DIA. KNOCKOUT COMPRESSOR SERVICE ACCESS COMPARTMENT PANEL LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT 1ri::::===~~~=---REFRIGERANT Heat Pump Unit Dimensions Unit Size Dimensions UA" 024, 030 , 036 33-1/2 0421, 048, 060 41-1/2 1. BHZ and BHQ Models. Heat Pump Unit Clearancea Direction Distance (in.) Top1 38 Front 12 Rear 0 4-11.z Direction Right Left 8ottom23 UNIT CONDENSATE CONNECTION3~"NPTF (TRAP REQUIRED) Distance (in.) 24 24 0 1. Units must be installed outdoors. Over hanging structure or shrubs should not obscure condenser air discharge outlet. · 2. Units may be installed on combustable floor:; m11de from w09d or class A, B or C roof covering materials. 3. Minimum Clearance of 1inch all sides of supply air duct for the first 3 foot.of duct for 20 & 25 t.W., zero inches there after. For all other heaters, zero inch clearance all sides for entire length of duct. · Note: For units applied with a roof curb, the minimum clearance may be reduced from 1 inch to 1/2 inch between combustible roof curb material and this supply air duct. Unitary Salee Tool v1.5.~.o lnforrnlltion is subject to change without 1l01/ce. Check local codes. CONNECTIONS ELECTRICAL/FILTER SERVICE ACCESS COMPARTMENT PANEL HIGH VOLTAGE CONN. 1-23/64" DIA. KNOCKOUT Prtnted 2/10/2012 Page07 Project oameo Breg _Modelm B2HZ048A46 ouantityO 1 Systemo B2HZ048A46 Front, Back, and Bottom Dimensions Unit Dimensions Front and Bottom LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT HIGH VOLTAGE HIGH VOLTAGE CONN. 1-3132" DIA. KNOCKOUT 0 CONN. 1-31/32" x 7/=-fr'-1.6'~"'-:,,;&---r---:=--'""7~~-... KNOCKOUT Unit Dimensions Back and Bottom •co ND EN SER COIL • See Features for details. GAS SUPPLY 1-518" DIA KNOCKOUT (112" NPTF CONNECTION) LOW VOLTAGE ?:::::::-'""~~~~~--coNN. 7/8" DIA. KNOCKOUT 1-314 Unitary Sales Tool v1.5.-4.0 lnfonnation ia subject 10 change withoui nollco. Check local codes. Prtnted 2/10/2012 .. ~"1\J -\ Affinity PageCB BHZ -13 SEER Single Pkg. R-410A HP Project oameo Brag Modelm B2HZ048A46 ouanlityO 1 SystemG B2HZ048A46 Unit Weights and Center of Gravity Unit 4 Point Load Weight "D" Size Model vve1gnt (lbs,) center or <iiravny 4 Potntl.oad Location (lbS.) fTons) Shipping Operating X y A B C D 024 BHZ ::ltlU :.-l!>:> 22.25 25 96 84 81 113 (2.0) BHQ 360 355 22.25 25 96 84 81 93 BHX 385 380 22.25 25 103 90 87 100 030 BHZ 355 350 22.25 25 98 84 81 93 (2.5) BHC 380 375 22.25 25 102 89 86 98 036 BHZ 395 390 22.25 25 106 92 89 102 (3.0) BHQ 405 400 22.25 25 109 95 92 105 BHX 405 400 21.75 24.25 108 90 92 110 042 BHZ 445 440 22.25 25 120 104 101 115 (~· BHQ 425 420 22.25 25 114 100 96 110 04' BHZ 490 485 22.25 25 132 115 111 127 BHQ 445 440 2225 25 120 104 101 115 {4.0) BHX 445 440 22 26 126 107 95 112 060 BHZ 500 495 22.25 25 135 117 113 130 (5.0) BHO 495 490 22.25 26 137 122 109 122 BHX 465 460 22 26.25 133 113 99 116 Unit Accessory Weights Unit Accessory Model Operating conomizer Add Electric Heat BHX, BHQ and BHZ 12 1. Weight given is for the maximum heater size available (25 kW). Unitary Sales Tool v1.5.4.0 Information is subject to change without notice. Check local codes. P~nted 2/10/2012 FEATURES KNOCK-DOWN ROOF CURBS FOR YORK UNITS ~ ProVent PIN A WEIGHT SEISMIC PIN CBKDAFF186008 8" 55 Lbs • Roof curb perimeter made of galvanized DEB/DNZJDEZ/DNPJDEM/BHHIBHAJBHZ/BHP 018-060: .. CBKDAFF186014 14" 82 Lbs steel, 18 ga. (A< 14") and 16 ga. (A ;e 14"). DEX/DNH/DEH/DNA/DNY/DNX/BHX 024-060: DEY 060 CBKDAFF186024 24" 115 Lbs '. I KDKITAFF~860 • Gasketing package provided. · · When confqrming I to CBC 21)10 , • • Heat treated wood nailer provided. ~ . . and IBC 2009; in~ude '-{ optional selSf'l!IC kit. [ • Comer nanges are pre-threaded for easy A llabl a• 1 ~· · ,;. boH on assembly. . va • on , -... • Insulated deck pans provided. · • Pitched, adjustable pitch/adjustable height, welded, different height, isolation and calculated curbs are available. !!m! • Attach ductwork to roof curb. Ranges of duct rest on top of curb. Support ductwork below the curb. • Calculated curb kit only needs attachment from unit to curb. (Curb comer assembly already conforms.) • Thru the curbs utilities are available. Contact your York distributor or Provent directly. CORNER DETAIL ~P!:!!Vent 3847 WABASH DR. MIRA LOMA, CA 91725 PHONE (951) 685-1101 FAX (619) 872-9799924'7 iJ r,· 1"r17 A _J J2-L I CROSS SECTION DETAIL I SUBMITTED TO:__________ FORM NO: PART NUMBER: COMPANY:____________ CBKD-101A CBKDAFF1860 SERl~S JOB NAME:___________ , EQUIPMENT:___________ DATE: REV: DRAWN BY: NOTES:_____________ 09/26/11 O FMM .. -- Project oameo Breg cuantltyD 1 HIGH VOLTAGE CONN. 7/8" DIA KNOCKOUT Unit Dimensions and Clearances Page015 Model ;:r: B2HZ024A06 Systemc B2HZ024A06 HIGH VOLTAGE CONN. 1-31/32" DIA. KNOCKOUT COMPRESSOR SERVICE ACCESS COMPARTMENT PANEL LOW VOLTAGE CONN. 718" DIA. KNOCKOUT F====:;~~~=--_ REFRIGERANT Heat Pump Unit Dimension• Unit Size Dimensions "A" 024, 030 , 036 33-1/2 0421, 048 060 41-1/2 1. BHZ and BHQ Models. Heat Pump Unit Clearances Direction Distance (in.) Top' 36 Front 12 Rear 0 4-11.2 Direction Right Left Bottom2 3 UNIT CONDENSATE CONNECTION3M"NPTF (TRAP REQUIRED) Distance (In.I 24 24 0 1. Units must be installed outdoors. over hanging structure or shrubs should not obscure condenser air discharge outlet. · 2. Units may be installed on combustable floors made from wood or class A, 8 or C roof covering materials. 3. Minimum Clearance of 1 inch all sides of supply air duct for the first 3 foot of duct for 20 & 25 kW., zero Inches there alter. For all other heaters, zero Inch clearance all sides for entire length of duct. Note: For units applied with a roof curb, the minimum clearance may be reduced from 1 inch to 1/2 inch between combustible roof curb material and this supply air duct. Unitary Sales Tool v1.5.4.D Information is slbject lo change without notice. Ched< local codes. CONNECTIONS ELECTRICAL/FILTER SERVICE ACCESS COMPARTMENT PANEL HIGH VOLTAGE CONN. 1-23/64" DIA. KNOCKOUT Pnnted 2110/2012 .. ' .. ' Project oameo Breg ouantityo 1 Front, Back, and Bottom Dimensions Unit Dimensions Front and Bottom HIGH VOLTAGE CONN. 1-3/32" DIA. KNOCKOUT 0 Page010 Model CD B2HZD24A06 SystemJ B2HZ024A06 GAS SUPPLY 1-518" DIA. KNOCKOUT (1/2" NPTF CONNECTION) LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT ~~~:""~~SS~II--LOW VOLTAGE CONN. 7/8" DIA. HIGH VOLTAGE KNOCKOUT CONN.1-31/32•x 7/f~!/'~~~~-7""------::-__:~~ KNOCKOUT '-~ :::v~~ .. Unit Dimensions Back and Bottom •coNOENSER COIL 1-314 BOTTOM RETURN 1-314 AIR OPENING • See Features foJ details. Unitary Sales Tool v1.5.4.0 1n1orm1uan 11 subjec1 to change WilhOut natJce. Check local cocles Printed 2/10/2012 . ,-. . "• IIYORK -----Affinity ----------------· ------- eHz -13 SEER Single Pkg. R-410A HP Page1J1r Project oameo Brag Model CO B2HZ024A06 DuantltyO 1 Systemo B2HZ024A06 Unit Weights and Center of Gravity Unit 4 Point Load Weight ''0" Size Model Weight (IDS.) center of Grav;ty 4 Point Load Location {IDS,) (T~s) Shipping Operating X y A B C D OK . t,ML .:lOU .:l::)0 22.2!, 2!:i 96 1!4 1!1 93 (2.0) BHQ 360 355 22.25 25 96 84 81 · 93 BHX 385 380 22.25 25 103 90 87 100 030 BHZ 355 350 22.26 25 96 84 81 83 (2.5) BHQ 380 375 22.25 25 102 89 86 98 036 BHZ 395 390 22.25 25 106 92 89 102 (3.0) BHQ 405 400 22.25 25 109 95 92 105 BHX 405 400 21.75 24.25 108 90 92 110 042 BHZ 445 440 22.25 25 120 104 101 115 (3.5) BHQ 425 420 22.25 25 114 100 96 110 048 BHZ 490 485 22.25 25 132 115 111 127 (4.0) BHQ 445 440 22.25 25 120 104 101 115 BHX 445 440 22 26 126 107 95 112 060 BHZ 500 495 22.25 25 135 117 113 130 (5.0) BHQ 495 490 22.25 26 137 122 109 122 BHX 465 460 22 26.25 133 113 99 116 Unit Accessory Weights Unit Accessory Model conomizer Add Electric Heat BHX, BHQ and BHZ 1. Weight given is for the maximum heater size available (25 kW). Unitary Sa'ea Tool v1.5.4.0 . Information IS subject to chano-withoul noUce. Check local codn. Printed 2/10/2012 FEATURES KNOCK-DOWN ROOF CURBS FOR YORK UNITS ProVentP/N A WEIGHT SEISMIC KITiPIN CBKOAFF186008 a· 55lbs • Roof curb perimeter made of galvanized DEB/DNZIDEZ/DNP/DEM/BHHIBHA/BHZIBHP 018-060: .....,"..,"' , , ........ ,~ n steel, 1B ga. (A< 14•) and 16 ga. (A :t 14"). DEX/DNH/DEHIDNA/DNYIDNX/BHX 024-060: DEY 060 CBKDAFF186024 rr:11rn.u:i:1as;n1,1. 1,1.• 82lbs KOKITAFF1t:F, • Gasketing package provided. • Heat treated wood nailer proVided. • Comer flanges are pre-threaded for easy bolt on assembly. • Insulated deck pans provided. • Pitched, adjustable pitch/adjustable height, welded, different height, Isolation and calculated curbs are available. NOTES • Attach ductwork to roof a.ub. Flanges of duct rest on top of curb. Support ductwork below the curb. • Calculated curb kit only needs attachment from unit to curb. (Curb comer assembly already confonns.) • Thru the curbs utilities are available. Contact your York distributor or Provent directly. CORNER DETAIL '-'P1J!!Vent 38"7 WABASH DR. MIRA LOMA, CA 91725 PHONE (951) 685-1101 FAX (619) 172-97999247 I 24" I 115 lbs wnen conforrjling tocec20io and IBC 2009, ~dude optional seismi . kit. AvaHabl1 on I"\-:1,•. iJ ,,. 1-rll A ' _J J2-l CROSS SECTION DETAIL I ' SUBMITTED TO:__________ FORM NO: PART NUMBER: COMPANY:____________ CBKCM01A CBKDAFF1860 SERll1S JOB NAME:____________ . ' EQUIPMENT:-----------DATE: REV: DRAWN av: NOTES:____________ 09/26/11 O FMM ·l I .... + 1 ' ~ CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C I -FIEbB-IN-SPE6-Tl0N.-ENERGV-CHECKLIS-r-·--· -• ---. ·------------· --. -------··----~~-. ,--~---. Project Name Date BREG Medical Education Center 2/10/2012 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2885 Joker Ave. East Carlsbad 2,230 nla GENERAL INFORMATION Buildina Tvoe: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. Ii!! Conditioned Spaces D Unconditioned Spaces / affidavit) Phase of Construction: 121 New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in _Degrees: I Odeg I ~ HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 .. Item or System Tags RTU-1 D D ~ (i.e. AC-1, RTU-1. HP-1) Eauipment Tvoe3: Packaged DX. D D Number of Svstems 1 D D I Max Allowed Heatina Caoacitv1 25,061 Btu/hr D D Minimum Heatina Efficiencv 1 7.70HSPF D D Max Allowed Coolina Caoacitv1 58,226 Btu/hr D D Coolina Efficiencv1 13.0 SEER I 10.0 EER D D Duct Location/ A-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST EQuipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (i.e. AC-1, RTU-1, HP-1) RTU-2 D D Equipment Type3: Packaged DX D D Number of Systems 1 D D Max Allowed Heatina Caoacitv1 9;252 Btu/hr D D Minimum Heatina Efficiencv1 7.70HSPF D D Max Allowed Coolina Caoacitv1 26,541 Btu/hr D D Coolina Efficiencv1 13.0 SEER I 10.0 EER D D Duct Location/ A-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D -· Fan Control Constant Volume D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans} the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split}, VAV, HP (Pkg or split}, Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 7956 RunCode: 2012-02-10709:19:53 /D:5135 Paae 1 of9 _, CERTIFICATE OF COMPLIANCE and (Part 2 of 5) MECH-1C FlctO-INSPcCTION ENERGY CHECKtls,· ·-----•---·-----· Project Name I Date BREG Medical Education Center 2/10/2012 Discrepancies: EneravPro 5. 1 bv EnemvSoft User Number: 7956 RunCode: 2012-02-10T09:19:53 ID: 5135 Paae 2of9 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5) MECH~1C ·...- Project Name I Date I BREG Medical Education Center 21101201\2 Required Acceptance Tests I ' Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the appl\cable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment descriptiop and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. , j Building Departments: I Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operared for normal use, all control devices serving the building or space shall be certified as meeting the A_cceptance Requirements for Code Compliance. 1 Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. 1 The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring trting, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for All newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that cert\fies plar, . specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must recei e the properly filled out and signed forms before the building can receive final occupancy. , ' TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-SA MECH-7A MECH-BA MECH-9A MECH-10A MECH-11A Hydronic I , Outdoor Constant Demand Supply System Aut~matic Ventilation Volume & Air Control Supply Valve Water Variable De and For Single-Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow 9hed Eauioment Reauirina Testina or Verification Qtv. VAV&CAV Unitarv Ducts Controls DCV VAV Test Reset Control . Control YorkBHZ048 1 IZI IZI D D D D D D D Id YorkBHZ024 1 121 121 D D D D D D D \o D D D D D D D D D !D D D D D D D D D D iD D D D D D D D D D ID D D D D D D D D D :o I D D D D D D D D D !D D D D D D D D D D io D D D D D D D D D :o D D D D D D D D D !o D D D D' D D D D D :o D D D D D D D D D !O D D D D D D D D D ID D D D D D D D D D :o EnemvPro 5. 1 bv EneravSoft User Number: 7956 RunCode: 2012-02-10T09:19:53 ID: 5135 Paae 3 of9 t..., CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH~1C '-.- Project Name I Date I · BREG Medical Education Center 2/10/201,? TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A I Fault Automatic Fault Distributed I Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Eauioment Reauirino TestinQ Otv. for DX Units Air & Zone Svstems Svstems Test Performed By: YorkBHZ048 1 D D D D ! YorkBHZ024 1 D D D D ! D D D D ! D D D D I D D D D D D D D I ! D D D D I D D D D I D D D D I D D D D I D D D D I .D D D D ! D D D D I D D D D D D D D l D D D D I D D D D ! D D D D I D D D -D D D D D D D D D i ! D D D D D D D D D D D D 1 D D D D • I . : D D D D D D D D ' ' D D D D D D D D I EnerovPro 5.1 by Ener_qySoft User Number: 7956 RunCode: 2012-02-10T09:19:53 ID: 5135 Paae 4 of9 , CERTIFICATE OF COMPLIANCE (Part 5 of 5) MECH-1C Project Name I Date BREG Medical Education Center 2/10/2012 Documentation Author's Declaration Statement I certifv that this Certificate of Comoliance documentation is accurate and comolete. -=---Name HARMON & ASSOCIATES,INC. Signature I ltL-- Company Harmon & Associates Mechanical Engineers Date 2/1012012 Address 5260 Kona Springs Lane #83 CEA# M34049 CEPE# City/State/Zip San Diego, CA 92120 Phone 619 795.4688 The Principal Mechanical Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • This Certificate of Compliance identifies the mechanical features arid performance specifications required for compliance with Title-24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the Information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name HARMON &ASSOCIATES, INC. Signature I lli:_ - Company HARMON &ASSOCIATES, INC. Date 2/10/2012 Address 8830 MADISON AVENUE License# M34049 City/State/Zip LA MESA, CA 9-1941 Phone 619 741.4744 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check: box if worksheet is included) For detailed Instructions on the use of this and all Energy Efficiency Standards. compliance forms, please refer to the 2008 Nonresjdentlal Manual. Note: The-Enforcement Agency may require. all forms to be incorporated·onto the building plans. 'IZl MECH-1C Certificate of Compliance. Required on.plans for all submittals. IZI MECH-2C Mechanical Equipment Summary Is required for all submittals. IZl MECH-3C Me.chanlcal Ventilation-and Reheat Is required for all submittals wtth mechanical ventilation. IZI MECH-4C Fan Power Consumption is required for all prescriptive·submittals. EneravPro 5.1 by EneravSoft User Number: 7956 RunCode: 2012-02-10709:19:53 ID:5135 Page5of9 ) AIR SYSTEM Rl;QUIR_EMENTS (Part 1 of 2) MECH-2C ---Proje-ci!llamo: -----~-"-----I-Dat~10/2012-------,.-------·-----------------·----- BREG Medical Education Center Item or System Tags Indicate Air Svstems Tvoe (Central, Single Zone, Package, VAV, or etc ... ) " {i.e. AC-1, RTU-1, HP-1) " 't' RTU-1 RTU-2 : ,' . -,' Number of Systems .. ·-1 1 -. ' ~ .;,_.' Indicate Paoe Reference on _Plans or Schedule and indicate the annlicable exceotionfs) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/a) 7.70HSPF 7.70HSPF Cooling Equipment Efficiency 112/al 13.0 SEER I 10.0 EER 13.0 SEER I 10.0 EER HVAC Heat Pump Ttiermostat 112/bl, 112/cl Yes Yes Furnace Controls/Thermostat 112/c), 115/al nla nla Natural Ventilation 121/b) No No Mechanical Ventilation 121(b) 225cfm 175 cfm VAV Minimum Position Control 121/cl No No Demand Control Ventilation 121/c) No No Time Control 122lel Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Outdoor Damper Control 122/fl Auto Auto Isolation Zones 122(0) nla nla Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144la& bl 25,061 Btu/hr 9,252 Btu/hr Proposed Heating Capacity 144(a & bl 34,807 Btu/hr 16,983 Btu/hr Calculated Design Cooling Load 144/a & bl 40, 758 Btu/hr 18,578 Btu/hr Proposed Cooling Cap_acity 144/a & bl 36,007 Btu/hr 17,288 Btu/hr Fan Control 144(C) Constant Volume Constant Volume DP Sensor Location 144/c) Supply Pressure Reset (DOC only) 144/cl Yes Yes Simultaneous Heat/Cool 144/d) No No Economizer . 144(8) No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Electric Resistance Heating1 144/al Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a 144(k) No No MECH-4-A must be submitted 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(9) apply. EnergyPro 5. 1 by EnergySoft User Number: 7956 RunCode: 2012-02-10709:19:53 ID: 5135 Page 6 of9 MECHANICAL VENTILATION AND REHEAT '' MECHi-3C ,,., Project Name I Date I BREG Medical Education Center 211012oi2 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) I AREA BASIS OCCUPANCY BASIS VAVMINIMUM 1 I I A B C D E F G H I J K L M IN MinCFM REQ'D Design 50%of Max. of Design I Condition CFM MinCFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply BX0.4 H,J, K. Air T;ansfer Zone/Svstem /ft2} tt2 BXC People Person EXF DorG CFM CFM CFM /tr 300 CFM Setpoint ,Ai( ZONE1 1,200 0.15 180 180 225 I . I RTU-1 Total 180 225 I ZONE2 1,030 0.15 155 155 175 I I RTU-2 Total 155 175 ! ! I I ' ! I ! ! I I I f ! ! ! ! Totals Column I Total Design Ventilation Air ! I C Minimum ventilation rate per Section §121, Table 121-A. I E Based on fixed seat or the areater of the expected number of occupants and 50% of the CBC occuPant IQad for earess ourooses for spaces without fixed settina. I H Reauired Ventilation Air <REQ'D V.A.l is the laraer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor Gl. ! I Must be oreater than or eaual to H, or use Transfer Air /column Nl to make uo the difference. ! J Desian fan sunnlv CFM /Fan CFMl x 50%· or the desian zone outdoor airflow rate Per &121. ! K Condition area (ft2) x 0.4 CFM / ft2; or I L Maximum of Columns H, J, K, or 300 CFM I i M This 111ust oe less than or eQual to Column Land areater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H} is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater thap or eaual to the difference between the Reauired Ventilation Air (Column Hl and the Desian Minimum Air /Column Ml, Column H minus M. · EneravPro 5. 1 bv EnergySoft User Number: 7956 RunCode: 2012-02-10T09:19:53 ID:5135 Page 7of9 FANPOWERCONSUMPTION MECH-4C ----------Project Name ---·--------------· -- --1-Dat;;10/20fi -----------. ----------- BREG Medical Education Center NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when usina the Prescriotive Aooroach. See Power Consumption of fan §144(c. A B C I D E F Efficiencv Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor Drive Fans (CX D) Supply Fan 0.750 77.0% 97.0% 1.0 749 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER !WATTS, SUM COLUM Fl 749 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,600 A) If filer pressure drop (SP0) is greater than-1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP, B) · Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-1 SP a -1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.468 W/CFM . 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5. 1 by EnergySoft User Number: 7956 RunCode: 2012-02-10T09:19:53 ID: 5135 Page Bof9 II .' FAN-POWER CONSUMPTION MECH-4C Project Name -------------------------------------------~ ------t Dat6;10/20-12 -~ BREG Medical Education Center NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Piescriptive Aooroach. See Power Consumption of fan §144(c). A B. C I D E F Efficiency Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor Drive Fans (CX D) Supply Fan 0.500 76.0 % 97.0% 1.0 506 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1l of the Energy Standards. TOTAL FAN SYSTEM POWER /WATTS, SUM COLUM Fl 506 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filer pressure drop (SPa) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa 5) SP,. 8) Calculate Fan Adjustment and enter on line 6, 6) Fan Adjustment= 1-( SP a-·1 l / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.632 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. V EnergvPro 5. 1 by EnergySoft User Number: 7956 RunCode: 2012-02-10T09:19:53 JD: 5135 Page 9of9 PRE\(~)ST Project# Title Address City, State,. Zip Country E6255 -DD Breg Tissue Lab 28855 Loker Avenue E Carlsbad, Ca 92010 Jenny McMillian Contact Company Address Prevost Construction, Inc. 400 S. Sierra Ave. Suite 201 City, State, Zip Country Phone Solana Beach, CA 92075 858-720-8559 Fax Please respond to the following items. ht#t@@&iffiwi:@ µ • ~ : : : : ' • ' • : Item No. Description Qty,/Unit 1 4 Ton Single Stage 1 Manufacturer Information: Manufacturer_ York Affinity Catalog # B2HZ048A46 UPC Item No. Description Qty./Unit 2 2 Ton Single Stage 1 Manufacturer Information: Manufacturer York Affinity Catalog # B2HZ024A06 UPC References: Drawing Location Spec Section Other References: Drawing Location Spec Section Other Submittal Response Request ,,...-,,T1~.n1ih11111, .~a,,r., .,. -·· '--: •T ~· .,, .... .. _'"!';".'" Submittal # E6255 -DD-001 Type Subject HVAC Description Cut Sheets Response Due 2/15/2012 'j ,, Andrew Pape Contact Company Address DGA Planning Architecture Interiors 445 West Ash Street City, State, Zip Country Phone Fax ,1 *' Company By San Diego, CA 92101 619-685-3990 619-685-4077 Response: D Approved D Rejected Response: D Approved D Rejected D Approved As Noted D Revise and Resubmit D Approved As Noted D Revise and Resubmit Date Page 1 of 1 SUBMITTAL DATA For: Approval Order#: Date: 2/9/2012 Project: Breg Project#: Location: Purchaser: Juan J. Ramirez Oramirez@greenmc.com) Green Mechanical Unitary Sales Tool v1 .5.4.0 930 S. Andreasen Dr., Ste. A Escondido, CA 92029 (858) 909-0719 Information 1s subject to change without notice:Check local codes. Printed 2/10/2012 Date 2/9/2012 Project Name Breg Project Number Client/ Purchaser Juan J. Ramirez Oramirez@greenmc.com) Qty Tag# Model# 1 B2HZ048A46 1 Submittal Summary Page Description 4 Ton Single Stage, York Affinity Single Package R-410A Heat Pump, 13.0 SEER/ 7. 7 HSPF, Copper Tube/Aluminum Fin Condenser Coil, No Factory Installed Electric Heat, 460-3-60 2 Tqn·Sfngle Stage, York Affinity Single Package R-4toA!fleat Pump, 13.0 SEER/ 7.7 HSPF, Copper Tube/Aluminum Firi'Cond~nser Coil; No Factory lnsfal!ec:! E.lectric Heat_, 2081230-1-90 Equipment start-up and commissioning by a factory trained technician is recommended. Contact your supplying distributor or sales representative for additional information & guidance. Unitary Sales Tool v1 .5.4.0 Information 1s subject to change without notice. 'Check local codes. Printed 2/10/2012 YORK Project Name: Breg Quantity:· 1 Total capacity Sensible capacity Refrigerant type Cooling Performance Seasonal Efficiency (at ARI) Efficiency (at ARI) Ambient DB temp. Entering DB temp. Entering WB temp. Leaving DB temp. Leaving WB temp. Power input Sound power Affinity BHZ -13 SEER Sif'!gle Pkg. R-410A HP 45.5 MBH 35.6 MBH R410A 13.00 SEER 10.65 EER 95 °F 80 °F 67 °F 59.4 °F 58.1 °F 4.30 kW 78 dB(A) Heat Pump Performance Capacity@47 °F HSPF Capacity @ 17 °F COP@17°F COP@47_°F 45.50 MBH 7.7 27.40 MBH 2.20 3.oo I 4 Ton Page:3 Model#: B2HZ048A46 82HZ048A46 11-_______ H_e_a_ti_n~g"'-P_e_rf_o_rm_a_n_c_e _______ _,1 • YORK Affinity® Series Packaged Units are Manufactured at an ISO 9001 Entering DB temp. 60 °F Registered Facility and Each Rooftop is Completely Computer-Run Tested Leaving DB temp. 60 °F · i1----------------------------;· Pnor to Shipment·. ,~ ____ S_u...,_p...,_p-'ly,.___A_ir_B_lo_w_e_r_P_e_rf_o~r_m_a_n_c_e ___ _..,;! Unit Features Supply air 1600 CFM i • Unh Cabinet shall be Constructed of G-90, Pre-Paint Textured Steel, Ext. static pressure 0.8 IWG I c rfti d 500 H I s M 811 Unit static resistance 0_09 IWG I e I e at ours Sat pray Test per AST -7 Standards Blower speed 1088 RPM · • Bottom and Side Electrical and Gas Utility Connections Blower speed description Hi ! • Easy Access to all Components Duct location Bottom 1 ~ Single Piece Water-Shed Top Cover and Drip Edge Motor rating 0.75 HP I • Field Convertible Duct Connections From Horizontal to Downflow Allows Actual required BHP 0.75 HP Power input 0.71 kW i Greater Flexibility Elevation o·tt. i • Full Perimeter, Removable Base Rails with Built in Rigging and Access 1-D_r_iv_e_ty_p_e ______ -=-c-.,----,,-.,,-----D_I_R_E_C_T __ ---;! Provisions Electrical Data ! • Non-Corrosive Condensate Pan Internally Sloped to Meet Strict Po_w_e_r_s-up-p-ly_____ 460-3-60 Requirements of ASHRAE 62-89 Indoor Air Quality-Standard . Unit min circuit ampacity 14.10 Amps 1 • Advanced Microchc!nnel Technology Used on Cooling and Gas Units. High Unit max over-curr~nt protection 20 Amps Efficiency Rifled Tube with Enhanced Fin Used on Evaporator Coils and Dimensio_n_s___,&c--c-,W~e~i~g...,..h_t______ Select OD Coils Hgt 42 in. Len 49 'in. -· Wth 47 in. Compressor is Internally Protected Against High Pressure and Temperature Weight with factory installed options 480 lbs. • Standard Cooling Operation Down to 45°F · Clearances Variable Speed Direct Drive High Static Motor and Slide out Blower 11-----------Assembly TR0igpht 24 in. Front 12 in. Back 24° !,nn.. • All Three-Phase Models Have Built in Filter Rack with 1" Cleanable Filters 36 in. Bottom O in. Left and 75 VA Transformer with Resettable Circuit Breaker 1$09':)01 CIJ11fflOOOW~ty tJ&rl8;l1ml\ll"St&Wfl a "'"''""' '"'"'° ·. ama- -------· --o. -Made in USA C®I:/~) Unitary Sales Tool v1 .5.4.0 Warranty • One (1) Year Limited Parts Warranty • Five (5) Year Compressor Warranty Twenty (20) Year Heat Exchanger Warranty lnformat,on is subject to change wrthout notice. Check local codes. Printed 2/10/2012 · YORK. Affinity BHZ -13 SEER Single PkQ. R-410A HP Page:4 Project Name: Breg Model #: B2HZ048A46 Quantity: 1 System: B2HZ048A46 Factory Installed Options Nominal Cooling Capacity: 048 4 Ton Single Stage Copper Tube/Aluminum Fin Condenser Coil ---·-----·---·----.-.-----1- , ,:, F:iict9cy Jnstalled>Elecft':i~A~,ea!O~ti~t,l_i:' r A,._'.: t!i~~:ln,::~!:1~:i'l,~at_ --''""----... ·,, ___ , ___ ,:,-:, Voltage: 46 460-3-60 Unitary Sales Tool v1 ,5.4.0 · Information is subject to change without notice. Check local codes. Printed 211012012 YORK Affinity· BHZ -13·SEER Single Pkg. R-410A HP Page:5 Project Name: Breg Model#: B2HZ048A46 Quantity: 1 System: B2HZ048A46 Sound Performance Sound Performance Outdoor Sound Power Levels ::;1ze Model ::;ounct Katmg octave Banet 1,.;enterune nequency tHz¾ooo ·--soiJl>"" (Tons) dB (A) 125 . 250 500 1000 2000 024 017.G. ff I U'+ 14 n 01:1 00.0 ::>ts 40 (2.0) BHX 75 I 65.5 66.5 69 69.5 64 62 57 BHQ 030 BHZ 77 I 65 66.5 72 71.5 68.5 65.5 64.5 (2.5) BHQ 036 BHZ 78 67.5 67 73 73 69 64.5 61.5 (3,0) BHX 79 73 71.5 72 7i 67 64.5 60 BHQ 042 BHZ 77 64.5 67 71.5 72.5 69.5 64.5 59 (3.i.l._ BHQ 04.V"" BHZ 78 I 65 67 72 72 69 67.5 63 i-13HX-I (4.0) BHQ 80 70 71 75 74 70 66 67 060 BHZ 85 70 72.5 79 79.5 76 73.5 73 (5.0) BHX 80 I 67 69 73.5 77 69 66.5 60 BHQ 1. Rated in accordance with ARI 270 standard. Unitary-Sales Tool v1 .5.4.0 lnforma)1on 1s subject to change without notice. Check local codes. Printed 2/10/2012 YORK Project Name: Breg Quantity: 1 HIGH VOLTAGE CONN. 7/8" DIA KNOCKOUT Affinity BHZ -13 SEER Single Pkg. R-410A HP Unit Dimensions and Clearances Page:6 Model#: B2H2048A46 System:. B2H2048A46 HIGH VOLTAGE CONN. 1-31/32" DIA. KNOCKOUT COMPRESSOR SERVICE ACCESS COMPARTMENT PANEL LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT ~ 49-1/8 (OVERALL) Heat Pump Unit Dimensions Unit Size 024, 030 , 036 0421,048,060 1. BHZ and BHQ Models. Heat Pump Unit Clearances Direction Top1 Front Rear Dimensions "A" 33-1/2 41-1/2 Distance {in.) 36 12 0 Direction Right Left Bottom2 3 UNIT CONDENSATE CONNECTION 3/4" NPTF (TRAP REQUIRED) Distance (in.) 24 24 0 1. Units must be installed outdoors. Over hanging structure or shrubs should not obscure condenser air discharge outlet. 2. Units may be installed on combustable floors made from wo_od or class A, B or C roof covering materials. 3. Minimum Clearance of 1 inch all sides of supply air duct for the first 3 foot of duct for 20 & 25 kW., zero inches there after. For all other heaters, zero i(lch clearance all sides for entire length of duct. Note: For units applied with a roof curb, the minimum clearance may be reduced from 1 inch to 1/2 inch between combustible roof curb material and this supply air duct. Unitary Sales Tool v1.5.4.0 Information is subject lo change without notice. Check local codes. ELECTRlCAUFILTER SERVICE ACCESS COMPARTMENT PANEL HIGH VOLTAGE CONN. 1-23/64" DIA. KNOCKOUT Printed 2/10/2012 YORK. Affinity BHZ -13 SEER Single Pkg. R-410A HP Project Name: Breg Quantity: 1 Front, Back, and Bottom Dimensions Unit Dimensions Front and Bottom LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT HIGH VOLTAGE CONN. 1-3/32" DIA. KNOCKOUT HIGH VOLTAGE CONN. 1-31/32" x 7/8" KNOCKOUT =-~vt~-r---;;,,'-------,::---¾ "'~ ~-112 26-3/4 43-1~~~ : 22-,n ~ /v Unit Dimensions Back ahd Bottom Unitary Sales Tool v1 .5.4.0 *CONDENSER COJL -~~y· • See Features for details. BOTTOM RETURN AIR-OPENING Information is subject to change without notice. Check local codes. Page:? Model #: B2HZ048A46 System: , B2HZ048A46 GAS SUPPLY 1-5/8" DIA. KNOCKOUT (1/2" NPTF CONNECTION} LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT Printed 2/10/2012 YORK. Affinity BHZ -13 SEER Single Pkg. R-41 OA HP Page:8 Project Name: Breg Model #: B2HZ048A46 Quantity: 1 System: B2HZ048A46 Unit Weights and Center of Gravity Unit 4 Point Load Weight "D" Size Model Weight (lbs.) Center of Gravity 4 Point Load Location (lbs.) (Tons) Shipping Operating X y A B C D BHZ 360 355 22.25 25 96 ! 84 81 93 024 BHQ 360 355 22.25 25 96 ·I 84 81 93 (2.0) BHX 385 380 22.25 25 103 I 90 87 100 030 BHZ 355 350 22.25 25 96 84 81 93 (2.5) BHQ 380 375 22.25 25 102 89 86 98 036 BHZ 395 390 22.25 25 ·106 92 89 102 (3.0) BHQ 405 400 22.25 25 109 95 92 105 BHX 405 400 21.75 24.25 108 90 92 110 042 · BHZ 445 440 22.25 25 120 104 101 115 (3.ID Br:IQ 425 420 22.25 25 114 100 96 110 04'6"" BHZ 490 485 22.25 25 132 115 111 127 (4.0) BHQ 445 440 22.25 25 120 104 101 115 BHX 445 440 22 26-126 107 95 112 060 BHZ 500 495 22.25 25 135 117 113 130 (5.0) BHQ 495 490 22.25 26 137 122 109 122 BHX 465 460 22 26.25 133 113 99 116 Unit Accessory Weights Unit Accessory Model Weight (lbs.) Shipping Operating Add Economizer All 45 40 Add Electric Heat 1 BHX, BHQ and BHZ . 13 12 1. Weight given is for the maximum heater size available (25 kW). Unitary Sales Tool v1.5.4.0 Information is subject to change without notice. Check local cedes. Printed 2/10/2012 FEATURES KNOCK-DOWN ROOF CURBS FOR YORK UNITS Provent ~IN A WEIGHT I SEISMIC KIT P/N • Roof curb perimeter made of galvanized DEB/DNZ/DEZ/DNP/DEM/BHH/BHA/BHZ/BHP 018-060: ~~~;~~~~;~~~; 14" 82 Lbs "u"' '"rr ,ouv steel, 18 ga. (A< 14") and 16 ga. (A~ 14"). DEX/DNH/DEH/DNA/DNV/DNX/BHX 024-060: DEY 060 CBKDAFF186024 24". 115 Lbs l'Al<nAi::i::rnFmnA 8" 55 Lbs • Gasketing package provided. • Heat treated wood nailer provided. • Corner flanges are pre-threaded for easy bolt on assetnbly •.. • Insulated deck pans provided. • Pitched, adjustable pitch/adjustable height, welded, different height, isolation and calculated curbs are available. NOTES • Attach ductwork to roof curb. Flanges of duct rest on top of curb. Support ductwork below the· curb. • Calculated curb kit only needs attachment from unit to curb. (Curb comer assembly already conforms.) • Thru the curbs utilities are available. Contact your York distributor or Provent directly. CORNER DETAIL '-'P,:gvent 3847 WABASH DR. MIRA LOMA, CA 91725 PHONE (951) 685-1101 FAX(619)872-97999247 SUBMITTED TO: __________ _ COMPANY: ___________ _ FORM NO: CBKD-101A When conforming to CBC 2010 and IBC 2009, include optional seismic kit. Available on 8" -14". iJ ,,. 1 .. r17 A _l -12 .. L CROSS SECTION DETAIL PART NUMBER: CBKDAFF1860 SERIES JOB NAME: I EQUIPMENT:----~-------DATE: I REV: I DRAWN BY: I NOTES: _____________ ~ 09/26/11 () FMM FEATURES • Prepaint hood and panels matching factory specifications anti color. • Designed for unit mounted down discharge and duct mounted horizontal discharge. · • Includes screen assembly. • Insulated panel. '~ (f,P,:gvent 0-25% OUTSIDE AIR PACKAGE FOR YORK UNITS DEB/DNZ/DEZ/DNP/DEM/BHH/BHA/aHZ/BHP 018-060: DEX/DNH/DEH/DNA/DNY/DNX/BHX 024-060: DEY 060 0 1392 EAST PALOMAR STREET SUITE 403-234 0 SUBMITED TO: ----------- COMPANY:--------'------ Provent PIN WEIGHT OAAFF1860F25 5 Lbs. FORM NO: OA-101 CHULA VISTA, CA 91913 PHONE (619) 498-9246 FAX (619) 872-9799 JOB NAME:------------p..1· _D_A_T_E_: ~--rl _R_E_V_: __ -r1·-:D-:RA-::::W::-N:-:B::Y-;:-71 EQUIPMENT: -----~--~~-09/07/08 PWM NOTES: Technical Features Test Standard Salt Spray ASTMB117 Water Immersion ASTMD870 Pencil Hardness ASTMD3363 Cross Hatch Adhesion ASTMD3359 Thermal Degradation ARI-410 Humiditv ASTMD2247 UV Resistance ASTMD4587 Mandrel Bend (Flexibility ASTMD522 Mold Resistance ASTMG21 Sand & Dust Resistance MIL-STD 81 OF LU\.A.TA 27633 Commerce-Center Dr. Phone: 951-699-8528 Temecula, CA 92590 Fax: 951-587-9738 bob.franco@luvc1ta.com www.electrofin.com Measure Exceeds 5,000 hrs 3 months HB-F 5B . -<1 % (Negligible) 500hours 500 hours Passed 1 /8 inch Passed Passed All testing performed through third party validations Physical Properties Viscosity: 25-35 #2 Zahn Signature 90@ 78° Weight: 9.15 lb/gl Gloss: 60°: Med.-High Solids: ¾Weight:-41.78 %Volume: 35.78 Product Description Flash Point: 201 ° TCC Coverage: 514 sq. ft/gl @ 1 mil. Dry Film V.O.C.: .85 lb/gl excluding water Grind: 7+NS Temperature Limits: -20F-300F Water based, solvent free, water reduceable synthetic flexible polymer-coating engineered specifically for HVAC-R heat transfer coils and components. Other applications-include.external/internal-cabinets, refrigerant piping, drain pans, fan housings, and blowers. · Method of Application ElectroFin proprietary spray equipment methods and equipment by in-house, factory-trained personnel (no third party applicators). · Dry Time 10 minutes to touch; 20 minutes thorough dry. Environmentally Responsible Registered/pern1itted and approved by the South Coa:st Air Quality Management District (SCAQMD); meets or exceeds federal EPA "green" surface coating guidelines. · ENGINEERING SPECIFICATIONS: HVAC Coil Anti-Corrosion Coatings Provide ElectroFin® Insitu , a spray-applied, water~\J.ased, low VOC synthetic coating applied to all coil surface areas. Superior hardness characteristics ofHB-F per ASTM D3363-92A and a cross-hatch adhesion of 4B-5B per ASTM B3359-93. Humidity and water immersion resistance shall be up to a minimum 500 and 2000 hours respectively (ASTM D2247-92 and ASTM D870-02). Co1TOsion durability shall be ·confirn1ed through testing to no less ·than 5,000 hours salt spray per ASTM Bl 17-90. 5-Year Standard Warranty YORK. Project Name: Breg Quantity: 1 Total capacity Sensible capacity · Refrigerant type Cooling .Performance Seasonal Efficiency (at ARI) Efficiency (at ARI) Ambient DB temp. Entering DB temp. Entering WB temp. leaving DB temp. Leaving WB temp. Power input Sound power Affinity BHZ-13 SEER Single Pkg.R-410A HP 22.8 MBH 17.3 MBH R410A 13.00 SEER 11.40 EER 95 °F 80 OF 67 °F ·60.0 °F 58.1 °F 2.00 kW 77 dB(A) ; Heat Pump Performance Capacity @47 °F HSPF Capacity @ 17 °F COP@17°F COP@47°F 22.20 MBH 7.7 11.50 MBH 2.00 3.4° '2 Ton Page: 12 Model#: B2HZ024A06 B2HZ024A06 Heating Performance t • YORK Affinity® Series Packaged Units are Manufactured at an ISO 9001 ·Entering DB.temp. 60 °F Registered Facility and'Each Rooftop is Completely Computer~Run Tested Leaving DB temp. 60 °F Prio'r to Shipment. Supply Air Blower Performance I Unit Features Supply air Ext. static pressure Unit static resistance Blower speed Blower speed description Duct location Motor rating Actual required BHP Power input -Elevation · Drive type 800 CFM i • Unit Cabinet shall be Constructed of G-90, Pre-Paint Textured Steel, 0.96 IWG ' Certified at 500 Hours Salt Spray Test per ASTM-B117 Standards 0.02 IWG 1111 RPM ; • Bottom and Side Electrical and Gas Utility Connections Hi I • Easy Access to all Components Bottom ! • Single Piece Water-Shed Top Cover and Drip Edge o.5o HP l • Field ·Convertible Duct Connections From Horizontal to Downflow Allows 0.27 kW o ft. • Full Perimeter, Removable Base Rails with Built in Rigging and Access DIRECT Provisions 0·50 HP ~i Greater Flexibility 1-----------E--l_e_c-tr_i_c_a_l ___ D_a_t_a_______ • Non-Corrosive Condensate Pan Internally Sloped to Meet Strict f-P_o_w_e_r_s-up-p-ly----------·----2-30-1-60 ----! Requirements of ASHRAE 62-89 Indoor Air Quality Standard Unit min circuit ampacity 21.30 Amps , 1 • Advanced Microchannel Technology Used on Cooling and Gas Units. High Unit max over-current protection 30 Amps -Efficiency Rifled Tube with-Enhanced ·Fin Used on -Evaporator Coils and ---~~----.. ---·-·----------·--~ _ Dimensions & Weight Select OD Coils "_H_g_t ___ 34-in. Len 49 in. Wth 47 in. Compressor is Internally Protected Against High Pressure and Temperature Weight with factory installed options 351 lbs. • Standard Cooling Operation Down to 45°F Clearances Variable Speed Direct Drive High Static Motor and Slide out Blower ,,,-R-ig_h_t --2-4-in _____ F_r_o_n_t 12 in. Back o in. Assembly Top 36 in. Bottom O in. Left 24 in. ) Warranty --• Extended Ten (10) Year Limited Parts Warranty when Product is Registered Online Within 90 Days of Purchase for 'Replacement or-Closing for New Home Construction. This Warranty Does Not Apply for R-22 or 3-Phase Systems. 1$09001 c,,nllf!i.tdQua~y MMU1,11;Ull"ll8)"itern G 'EfFIC1£tiCV '"'""' . ama (®)1:s Unitary-Sales Tool v1.5.4.0 Made In USA Ten (10) Year Compressor Warranty • Twenty (20) Year Heat-Exchanger Warranty Information is subJect to-change without nobce. Check local codes. Printed 2/10/2012 YORK Project Name: Breg Quantity: 1 Affinity BHZ -13 SEER Single Pkg. R-410A HP Factory Installed Options B2HZ024A06 Page: 13 Model #: B2HZ024A06 System: B2HZ024A06 , ~-,' , , ~ t : ~ ,;;,,,~~-----:--""""':':[~":' · ... B· . : I· Y.otk Affinity·,$ing!e l?ac,kM~.R~:410A.N:i:i;:itP.4mp<. . , *><-' ', > ':~ ,,,< ~ ......... ,., ,.,,~,---,,.,, 4-' ......... ~.~,..,,,.!......,-..,,. Product Generation: 2 r·i_ .... ~'.i: · ·. ~· ~;·"d-~~;~·%'. __._) ... ~f~~U,~_I Nominal Cooling Capacity: 024 2 Ton Single Stage Copper Tube/Aluminum Fin Condenser Coil "";~ ~--·..,, ... ~ ,-, ~~ , ,~ ....... -........ ,Y~ . . . .. F~cfpry, ln$t~1ieci~1e~fric j;J~~t Qpti6m . : :~~b/s..::,, · . Nd'i;a6tqry, !nst~il~q e(ec-tric He~t: . 5 ' • ' · · · : : .. _: · : ~.'.·.l -·--·-·------'," ,, ....-.,; '••, -~~~~-~--;~..;.;_._·_'·,: ... -t ...... ""---· Voltage: 06 208/230-1-60 Unitary Sales Tool v1 ,5.4,0 Information ,s subject to-change without notice. Check local codes, Printed 2110/2012 YORK Affinity BHZ -13 SEER Single Pkg. R-410A HP Page: 14 Project Name: Breg Model#: B2HZ024A06 Quantity: 1 System: B2HZ024A06 Sound Performance Sound Performance Outdoor Sound Power Levels s,ze Model sound Ratmg I Octave Band t;enterlme Frequency [HZ} (Torw.l dB (A) 125 250 500 1000 2000 4000 8000 02,V' l:iHL. I{ ti4 {4 (1 o;:, uo.o otl 40 BHX (2.0) BHQ 75 65.5 66.5 69 69.5 64 62 57 030 BHZ 77 65 66.5 72 71.5 68.5 65.5 64.5 (2.5) BHQ 036 BHZ 78 67.5 67 73 73 69 64.5 61.5 {3.0) BHX 79 73 71.5 72 71 67 "64.5 60 BHQ 042 BHZ 77 -64.5 67 71.5 72.5 69.5 64.5 59 (3.5) BHQ 048 BHZ 78 65 67 72 72 69 67.5 63 -.,_ .,,_,_,.,, __ ,_ ------·-.,_ .. .,. ______ , .. , ... . - (4.0) t:lM.i\ 80 70 71 75 74 70 66 67 BHQ 060 BHZ 85 70 72.5 79 79.5 76 73.5 73 (5.0) BHX 80 67 69 73.5 77 69 66.5 60 BHQ 1. Rated in accordance with ARI 270 standard. Unitary Sales Tool v1.5.4.0 Information is subject to change without notice. Check local codes. Printed 2/10/2012 YORK Project Name'. Breg Quantity: 1 HIGH VOLTAGE CONN. 7/8" DIA. KNOCKOUT Affinity BHZ -13 SEER Single Pkg. R-410A HP Unit Dimensions and Clearances .Page: 15 Model#: B2HZ024A06 System: B2HZ024A06 HIGH VOLTAGE CONN. 1-31/32" DIA. KNOCKOUT COMPRESSOR SERVlCE ACCESS COMPARTMENT PANEL LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT ~ 49-1/8 (OVERALL) Heat Pump Unit Dimensions Unit Size --;--+ 024, 030 , 036 0421. 048, 060 1. BHZ and BHQ Models. Heat Pump Unit Clearances Direction Top1 Front Rear Dimensions "A" 33-1/2 41-1/2 Distance {in.) 36 12 0 Direction 'Right Left Bottom2 3 UNIT CONDENSATE CONNECTION 3/4" NPTF (TRAP REQUIRED) Distance (in.} 24 24 0 1. Units must be installed outdoors. Over hanging structure or shrubs should not obscure condenser air discharge outlet. 2. Units may be installed.on combustable floors made from woo(:! or class A, 8 or C roof covering materials. 3. Minimum Clearance of 1inch all sides of supply air duct for the first 3 foot of duct for 20 & 25 kW., zero inches there after. For all other heaters, zero inch clearance all sides for entire length of duct. Note: For units applied with a roof curb, the minimum clearance may be reduced from 1 inch to 1/2 inch between combustible roof curb material and this supply air duct. Umtary Sales Tool v1 .5.4.0 Information is subject to change without notice. Check focal codes. ELECTRICAL/FILTER ~ SERVICE ACCESS COMPARTMENT PANEL HIGH VOLTAGE CONN. 1-23/64" DIA. KNOCKOUT Printed 2/10/2012 • YORK Affinity BHZ -13 SEE.R Single Pkg. R-410A HP Project Name: Breg ·Quantity: 1 Front, Back, and Bottom Dimensions Unit Dimensions Front and Bottom HIGH VOLTAGE CONN. 1-3/32" DIA. KNOCKOUT Page: 16 Model#: B2HZ024A06 System: B2HZ024A06 GAS SUPPLY 1-5/8" ---DIA KNOCKOUT (1/2" LOW VOLTAGE CONN. 7/8" DIA. ~~~:rrr-· =..,....,..._.... NPTF CONNECTION) KNOCKOUT HIGH VOLTAGE CONN. 1-31/32" x 7/8" KNOCKOUT -· ~-¾~~~~~m_ __ LOWVOLTAGE ' CONN. 7/8" DIA. KNOCKOUT Unit Dimensions Back and Bottom Unitary Sales Tool v1 .5.4.0 SIDE SUPPLY AIR OPENING •coNDENSER COIL 14-1/2 " "-28-3/8 · · 28-9/16 $.~ ~ "'v , )::Y" • See features for details. Information is subject to change without notice. Check local codes. Printed 2/10/2012 • YORK. Affinity BHZ -13 SEER Single Pkg. R-410A HP Page: 17 Project Name: Breg Model#: B2HZ024A06 -Ouantity: 1 System: B2HZ024A06 Unit Weights and Center of Gravity Unit 4 Point Load Weight "D" / 47-1/4 Size Model Weight (lbs.) Center of Gravity. 4 Point Load Location (lbs.) {TQ.PS) Shipping Operating X y A B C D Q2lf' BHZ 360 355 22.25 25 96 84 81 93 (2.0) BHQ 360 355 22.25 25 96 84 81 93 BHX 385 380 22.25 25 103 90 87 100 030 BHZ 355 350 22.25 25 96 84 81 93 (2.5) BHQ 380 375 22.25 25 102 89 86 98 036 BHZ 395 390 22.25 25 106 92 89 102 (3.0) BHQ 405 400 22.25 25 109 95 92 1-05 BHX 405 400 21.75 24.25 108 90 92 110 042 BHZ 445 440 22.25 25 120 104 101 115 (3.5) BHQ 425 420 22.25 25 114 100 96 110 048 BHZ 490 485 22.25 25 132 115 111 127 BHQ 445 440 22.25 25 · 120 -104 101 115 (4.0) BHX 445 440 22 26 126 107 95 112 060 BHZ 500 495 22.25 25 135 117 113 130 {5.0) BHQ 495 . 490 22.25 26 137 122 109 122 BHX 465· 460 22 26.25 133 I 113 99 116 Unit Accessory Weights Unit Accessory Model Weight (lbs.) Shipping Operating Add Economizer All 45 40 Add Electric Heat' BHX, BHQ and BHZ 13 12 1. Weight given is for the maximum heater size available (25 kW). Unitary Sales Tool v1 .5.4.0 Information 1s subject to change without notice. Check local codes. Printed 2110/2012 FEATURES· KNOCK-DOWN ROOF CURBS FOR YORK UNITS ~Provent PIN .A WEIGHT SEISMIC KIT PIN CBKDAFF186008 • Roof curb perimeter made of galvanized DEB/DNZ/DEZ/DNP/DEM/BHH/BHA/BHZ/BHP 018-060: CBKDAFF186014 steel, 18 ga. (A< 14") and 16 ga. (A~ 14"). DEX/DNH/DEH/DNA/DNY/DNX/BHX 024-060: DEY 060 CBKDAFF186024 24" 8" 55 l,.bs KDKITAFF1860 14" 82 Lbs • Gasketing package provided. • Heat treated wood nailer provided. • Corner flanges are pre-threaded for easy bolt oh assembly. • Insulated deck pans provided. • Pitched, adjustable pitch/adjustable height, welded, different height, isolation and calculated curbs ~~ available. NOTES • Attach ductwork to roof curb. Flanges of duct rest ori'top of curb. Support ductwork below the curb. • Calculated curb kit only needs attachl'llerlt fr6r'il unit to curb. (Curb corner assembly already conforms.) • Thru the curbs utilities are available. Contact your York distributor or Provent directly. CORNER DEJ AIL '-'P~gvent 3847 WABASH DR. MIRA LOMA, CA 91725 PHONE (951) 685-1101 FAX (619) 872•97999247 SUBMITTED TO: __________ _ COMPANY: _______ ~---- FORM NO: CBKD-101A _..__ 115 Lbs When conforming to CBC 2010 and IBC 2009, include optional seismic kit. Available on 8" -14". 0 I'. 1 .. r17· A _l J2 .. L. CROSS SECTION DETAIL PART NUMBER: CBKDAFF1860 SERIES JOB NAME: 1 · . I . . I EQUIPMENT:--------~---DATE: I REV: DRAWN BY: NOTES: _________ _.___.___ 09/26/11 O FMM • • FEATURES • Prepaint hood and panels matching factory specifications and color. • Designed for unit mounted down discharge arid duct mounted horizontal discharge. • Includes screen assembly. ~ Insulated panel. ~ {.f, P[!!!Vent 0-25% OUTSIDE AIR PACKAGE FOR YORK UNITS .. . ., ~ " . -. '. . ' ~ DEB/DNZ/DEZ/DNP/DEM/BHH/BHA/BHZ/BHP 018-060: DEX/DNH/DEH/DNA/DNY/DNX/BHX 024-060: DEY 060 D 1392 EAST PALOMAR STREET SUBMITED TO: SUITE 403-234 COMPANY: CHULA VISTA, CA 91913 . JOB NAME:_ PHONE (619) 498-9246 EQUIPMENT: FAX (619) 872-979~ N6TES: • ProVentP/N WEIGHT OAAFF1860F25 5 Lbs. I FORMNO: OA-101 I DATE: I REV: I DRAWN BY: 09/07/08 PWM ,. CORROSION-RESISTANT COIL COATING Technical Features Test Standard Salt Spray ASTMB117 Water Immersion ASTMD870 Pencil Hardness ASTMD3363 Cross Hatch Adhesion ASTMD3359 Thermal Degradation ARI-410 Humidity ASTMD2247 · UV Resistance ASTMD4587 Mandrel Bend (Flexibility ASTMD522 Mold Resistance ASTMG21 Sand & Dust Resistance MIL-STD 81 OF LU'\ATA 27633 CommerGe Center Dr. Phbne: 951-699-8528 Temecula, a 92590 fax: 951-587-9738 bob.franco@luvata.com www.electrofin.com Measure Exceeds 5,000 hrs 3 months HB-F SB <I% (Negligible) .500 hours 500 hours Passed 1/8 inch Passed Passed All testing performed through third party validations Physical Properties Viscosity: 25-35 #2 Zahn Signature 90 @ 78° Weight: 9.15 lb/gl Gloss: 60°: Med.-High Solids: %Weight: 41.78 %Volume: 35.78 Product-Description Flash Point: 20 l O TCC Coverage: 574 sq. ft/.gl@ 1 mil. Dry Film V.O.C.: .85 lb/gl excluding water Grind: 7+ NS Temperature Limits: -20F-300F Water based, solvent free, water reduceable synthetic flexible polymer coating engineered specifically for HV AC-R heat transfer ·coils and components. Other applications include external/internal cabinets, refrigerant piping, drain pans, fan housings, and blowers. Method of Application ElectroFin proprietary spray equipment methods and equipment by in-house, factory-trained personnel (no third party applicators). Dry Time 10 minutes to touch; 20 minutes thorough dry. Environmentally Responsible Registered/permitted and approved by the South Coast Air Q~aiity Management District (SCAQMD); meets or exceeds federal EPA "green" surface coating guidelines. ENGINEERING SPE-CIFICATIONS: HVAC Coil Anti-Corrosion Coatings Provide EJectroFin® Insitu , a spray-applied1 water!based, low VOC synthetic coating applied to all coil surface areas. Superior hardness characteristics of HB-F per ASTM D3363-92A and a cross-hatch adhesion of 4B-5B .per ASTM B3359-93. Humidity and water immersion resistance shall be up to a minimum 500 and 2000 hours. respectively (ASTM D2247-92 and ASTM D870-02). Corrosion durability'Shall be confinned through testing to no less than 5,000 hours salt spray per .A:STMBl 17-90. -S-Year Standard Warranty y iNlDUSTRIAl WASTEWATER DISCHARGE PERMn Date 2~ f'\l>\.I \ "1.... SCREEN!NG SURVEY Bt1sine~sNi!.!!'ffi::r_. B~~5_:!l)(: .. _,-, .· ..... ·.-· ..... _-,:·-~::::., ....... --. _ .... ____ -: .. StreetAddress:; _4:gg.~ LoKt,-1,: ,c}.¾..· --.@~~~-, :··:· ~t~~-t~,. _--.CA-.--~~10 emEJil Address-6'A£ . ..&.1~JA ~-:Srffi -i>-6,f~-~ c-~--------_ -.. _ PLEASE CHECK HERe IF YOUR austNE$.s 1s f.:XEMF>T: coN REVERSE s10E cHi§cK''rYPE oF sus1NEss, 0 Check ali below that are present at your facility: i: -- Acid Cleaning · y-1\ssembly Automotive Repair Battery Manufacturing Biofuef Manufacturfng Blotech Laboratory Bulk Chemical Storage CarWash Chemical Manufacturing Chemical Purification Dry· Cleaning Electrical Compon~nt Manufacturing Fertilizer Manufacturing Film/ X-ray Processing Fdod Processing Glass Manufacturing lntju~trial Laundry ~ ~ ~ ... . --~· ·------. ,::' .. -··--. Ink Manufacturing Laboratory .• t/Machinlng /Miiling . Manufacturing , Membrnne Manufacturing {i.e. waterfi!termembranes) Metal Casting I Fbtmihg Metal Fabrication Metal Finishfng Electroplating Electroless platlng Anodizing Coating (i.e. phosphatf ng} Chemical Etching/ Milling Printed Circuit Board Manufacturing Metal Powders Forming NutriUonal Supplement/ , Vitamin Manufacturing Pafnti_ng / Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing/ Packaging Pharmaceutical Manufacturing· (iricludlng precursors) Porcelam Enameling -Power Generation Print Shop i--'Research and Development Rubber Manufacturing Semiconductor Manufacturing , Soap I Detergent M~ufacturing ; Y-Waste Treatment Stor . ' ,. ' .. .. SIG Code{s) (ifknown}; __ . .;,:::%;,.._Z,_7.......:.._··,,_,,_c ____ :·_,....,........,__.,--....,_-.,.,, _...:.. .... .;,;,;_~"""-:.,-·-.,...-.··_ .. """" .. _-·_-_--_-_-_-~----....,_~_....,_,,,,,. ___ ·_·_.,.. __ .,.... __ Estimated volume of industrial wastewater to be discharged (gal I day): /..~ ¼~ .1 _a,)A,,\-•. List haZE1r~0t1s ~a~~es_ gener.ate~ (type 1 v~l.~j,1\e,); __ F~P':~"~:.-e-,:.~ _. ,1.. ~'·4r~~5. _ 14>.v~:&.cfM \:ka: s0 ,t-A -(!J...t:..-:es)-.l-<~~'-J~_ v~.yPn,\fc---on:_,_ -.~:5-s,~lt't11s t.,·61i-~l1r~b ... tt-1'.";~. 't~~tj. .. t Date operation began/orwrll begin atthis location:. _ 5/[ /\f. __ _ _ _ ·'t ~~~~-. H~u applied for a Wastewater Discharge Permlt from the Encina Wastewater Authority? ~ No lf yes, when: . t:fv 2o 't .. . _ . . __ . . .. _ _ _ Site Contact_~~ )c~YN:s.. -.. _ Title Hc.'\\~"r JVl(i,ftt,VC _ --~· . ' -. ,, ··r----r:..:..: ·:'-~:,'( -.· - --. . Phone No~_ "?fo,_ t:-1:'( ,...zJ:Z _r.;.;. ~~re-~;;,.,;4_+u..::r=::-cfcl...:,.O""'R-,cff~Y"'"", -,.s.2"'""'0,,..._ o...,A .... vJ:J.,.:. __ m-·a"'""a,.....Ehc\na.s -Carlsbad. CA 02011 (760) 43a~j941 FAX: (760) -476-,9852 ENCINA WASTEWATERAUTHORITY 6200 Avenida Encinas, Carlsbad, CA 92011-1095 Tel:(760)438-3941 Fax:(760)476-9852 PARTNERING FOR POLLUTION PREVENTION IN THE NEXT MILLENNIUM BEST MANAGEMENT PRACTICES FOR INDUSTRIES In order to further prevent pollution within the county, _ ·~'f&~~-=-=~-'="'---->agrees to adhere to th_e following steps: (Check relevant ones.) · ~-1. INCREAS~ EMPLOYEE AWARENESS . O~l 2. Mf\lNTAIN PROPER MATERIAL INVENTORY -~ 3: EXTEND LIFE OF PROCESS CHEMICALS i:J 4. IMPLEMENT A SPILL PREVENTION PLAN ~-5. IMPROVE CHEMICAL CONTAINMENT CONTROLS 0 6. IMPLEMENT A REGULAR MAINTENANCE SCHEDUL~ FOR PRE-TREATrylENT EQUIPMENT D 7. OFF-SITE RECOVERY D 8. ADOPT THE ZERO-DISCHARGE POLICY D 9. INSTALL ON-SITE PRE-TREATMENT EQUIPMENT ~· 10. STORM WATER MANAGEMENT I have read the above pollution prevention steps and agree to follow and enforce the steps checked throughout the company. I also understand that the Encina Wastewater Authority will periodically be collecting samples to analyze the levels of pollutants discharged. This is to ensure 'lh.at the implementation of the specific steps checked above resulted in a reduption of pollutants in the wastewater discharged. SERVING THE CITY OFVJSTA, CITY OF CARLSBAD, BUENA SANITATION DJSTRJCT, VALLEClTOS WATER DISTRICT, LEUCADIA WASTEWATER DlSTRJCT AND CITY OF ENCINITAS . -,_,. r < • ., c}_l1~, SAN DIEGO REGIONAL HAZARDOUS MA TERJALS QUESTIONNAIRE :aysl!\e~Ii;·C§nt~c.1· ' ~ .. ~:v... "\£-1-f... Slate· ·--_ZiP.Code · D..it· q!la.1 c> . OFFJ,,CE us~ ~NL y UPFP#c L \ 5t. {S 2... HV# 2 r-Z$o.:5 · BP DATE~__, __ ..._ __ Slate Zip·co1Je Pl~n File# \( d . - TM following quesijons represent the facility's activities, NOT uio'spedtic project (!escrlptlon,' · . !'0NIG'GCUPANC't'-C!.ASSIFICATIO ale by clrcUng the Hom, whelheryotir business ~;=Jr;~pi·'i;lftl1e_:nem_s.ar<i._~rcJ¢µ;.~· . musl contacl the Fire wotectli:m ~ency wilh . flJ9,.P.f0p.ll.!i,e?)proJecqz.. :1S.~ 3q,:, .. Occupancy RatJng: -\ . ..,. .. 1. Explosive. or Blasting A!;IB01s ~ Compressed Gases " Flammable/Combusjible Liquids 4. Ftammabli= Solids 9. Water. Reacihies ~ Corrosives ·10: <~og_((~i~ 6JP. Other Health Hazards 11. Highly Toxfc or Toxic Metorials 15. None. orThese. 12. Radloactives 'J?A :q!Je~\lq '.~i1!H~5 : FEES ARE R~QUJRED. Expected Date of Occupancy:~[_(_. I I l-- YES NO (for new construclfan or remodell!lg project&) 1. ~ D 1~ your busine&s listed on the rever!ie side of tnrs form? check a at apply). 2: l?J D Will your business Off!OSrn:ir-t:tazam or Medical e in ,my amount? , , .. , 3, 0 ,RI' Will your .bustness store: or han uanli ies equal to or gre_aler thary 55 ga)Io.ns, 500_,ei11,1!.las· . 2001;uWi.feet,orcarcinogE1nslrepr _ yquanllly? lvt\l, h~-l Dt\JO:frlOttS cliirn,. 4. 5. 6. 7, 0 D 0 D ,81 wm your business u!e an lii<faling or Install an underground storng tank? I . srn Ci ~ £81 Will your business s4ire or handle Regulated Substances {Ca!ARP}, 'S 1 n · I .:13,. Will your busfness use o.r in.stall a111,:reah!o.uajfvaste Tank System ~lie 22, Article 1 0)? ,.81 Will your bu~ess ~tore petrolenltf lrdanks or contarmmi at yoq~ fa.:itity with a total storage capacity equ.il to 0 Ca!ARP Exempt Dale !ni!ials O CalAR~ Boqulred Date lriitials 0 Ca!ARP Complete I Datii lnllliifii _ -~r weat~r l~an 1,320 11allons7 { l!_E_91/0.di~~~roleum \Storagr) Act). ~~~~.,...,rrli-::-.,.,....--~--',--,':'-,.,..,...---,-------....,.,,---,....,....--.,-,--...,,;;. ...... ....--. P'ARL !lti.:s;ti. -DIEGO\COU 'f _ swer to any of th~ ,quesUons below ls yes, , appllcanl must contact tile Air P.o ll!i_o:n:<.:;omcof ·Qlsl[lct {f,\f.:00 • ~64 , telephone (858) 50!$·2600 prior to the lssu.ince of a buifding or demolition 'permit. Nole; ·1i !Je· answerio ii . or=ti-tjes';-a submlt an asbestos nouncaUon form to Ule APCP at least 10 workinQ days priOf lo commencing demoUUon or renovallon; except demglllion or renovation of residential structures of four units or less. Contact the APC:D for more informa!lon. YES NO 1, 0 ~ Will the subject ra<;ltllft.if~!:i,~~!111i;lilifi.;~cJv.llifli,: ,lions or equipment that emit or are capable of emitting an air conla111fnanl? (See the APCD factsheet at1J1r n•N~Vi' ·d · · f, and the list of typical equipment requiring an APCD permit on the reverse sfde of this from. Conl!icl'APCD lfyo,.rhaveiany q1,1esliom,}. · 2. D "'1i7I {ANSWER ONl.Y If QUESTION 1 IS YES) Wl,~ !he :.;y!?[ectracllity be located wllhln 1,000 feet of Ille outer boundary ofa school (K lhrQugh 12)? -"" {Search !he California School Dlteclory al'hl{plff>w{w.cda:C€J·,gcvlr§f§d/ ror public and private schools or conlact 11:\e approprlale school dislrici}. . 3. D 12" Has a survey been performed fo ·ae!erminiithe pteserfce ilf Asbasios Conlainlng Materlals'l 4. D jiff Wilt there be renovatron that Involves handling of any friable asbestos materials, or disturbing any material Iha! contains norHrlable asbestos? 5. D , ~ Will there-be damolilion involving the removal of'a load .supporting s.truclural member? ·srlef!y itescribe business aclivitlEi:{ ~~.ri.~.':~~ i:~-~;~f-. _-·-::--.~:;:----::·. Briefiy·d~;~;;~-e ;~;;osed p·rojecl: ·:~>!{~ --~ · .,.-._._~fl~ -,..._~ . ~( FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICA:TJQN:_· ... -....... '-"-...;-,.-..---.,.._------,---.,......,.-.--------...,..,,=-=-=,.,..,,~'-'---='-..;.....----- BY:. . -----. . DATE: __ -.,,,.,,.,J..,,.,..._,,· ·~)~.·-- '" -·-~ . . '' --,, , ' RELEASED FOR)3UILOltlG, PER/,!IT a,UT/>l,DTFOR QCC::UPI\NCY REU:ASEO FOR OCCUPANCY , . <:O\Jl'l1Ycl:l(,1_D , .. APCD l.'.;OUNTY-HMO APCD -. . u?loess Pl11nA\)_l\erpemlil!ing teqo!,~l}l~nts may s\ilH!Qpl)'. County of San Dicgn -DEi l -Huwrdou~ Mu1erials Oh'ision «1<Jb ~ CITY OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov C RLSBAD B-18 Project Address: Permit No.: CB\ 2 6L{ 7 '1 Information provided below refers to wor~ being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. 8-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... .2 0 New building sewer line? ................................. : ....................................................... Yes__ No _..l{_ Number of new roof drains? ............................................................................................................... _.f!!_ Install/alter water line? ..................................... _. ..................................................... ;............................. ,Vf!i:=i> Number of new water heaters? ...................... ~ .................................................................................. _/_ Number of new, relocated or· replaced gas outlets? .................................................................... ~ Number of new hose bibs? .................................................................................................................. ___f!!__ Residential Permits: New/expanded service: Number of new amps: ______ _ Minor Remodel only: Yes__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construdion: Amps per Panel: !42./f- 1251+ f..1-8DV) Single Phase ............................................................... Number of new amperes ______ _ Three Phase ................................................................. Number of new amperes _______ _ Three. Phase 480 ........................................................ Number of new amperes _______ _ Number of new furnaces, A/C, or heat pumps?............................................................................ 2 New or relocated dud wort:?? .......................................................................... Yes X No __ _ Number of new fireplaces? ............................. ! .................................................................................... _,£1__ Number of new exhaust fans? ........................................................................................................... . ( Relocate/install vent?............................................................................................................................ ,,e5 Number of new exhaust hoods? ........................................................................................................ ~ Number of new boilers or compressors? ........................................................... Number of HP ,@ Page 1 of 1 Rev. 03/09 CB120479 2885 LOKERAVEAST BREG-TI OF 1,139 SF OF NEW 3/ t <o( /-Z., -p f>~) &i¼--/ p, '2-,5 4-e,&<'YI L c.LJ / ~, ~3:J;(a..H -3(~ j ,z.-~ ~ FC. 3 J -a-{t;; ( Iv €35&-I L-c.__u,r.. tf/4/n-~ bb&-1'1_./0t;.zr:lo ?W Y / ro ( • 2...-~ :er ~ FG l.{ ( t 0 I 2--&::,(!ytL-C-<..--M r '+/c~ 1'2--~-n~ ~ G--00 Q I .e-IOU f> 1 (} ;;;l, \J!t!~\,(f,V'"' c I Y\ \,{~ lu 4/~sf,z., f}lJ.hV.JL 1}t -~~ IL~ C'-"t:t n:c: -.aP o~ ~ ~~ • .__j ,--. ~@, Fe (5Sc,-,,L.-(__U'{'- 5/q/1-z~ 10rr/tJ w7 S-/1 /12--T65U£0 QCV Approved ,,.._ /). t1 / Date By BUILDING W~;"lf \ I\,~ V 5"/ 2---/12---_v-.--, I PLANNING 'V Lf/t9!I 1-z-~../ ENGINEERING -3/:Q.1/,2-(~.A _J FIRE Expedite? ( Y) N ~J,df,"v ~__/ AFS Checked by: HazMat t;/ '1/1? CT.h?-4 APCD Health Forms/Fees Sent Rec'd Due? By Encina ~/lfo/lD 41 ill,, y N Fire y N HazHealthAPCD S/u,./10 )/7//?_-y N PE&M _.:~://tp/,0 C.-l:>,/ 12 y N School y N Sewer y N Stormwater y N Special Inspection y N CFD: C::f_) N LandUse: Density: lmpArea: FY: Annex: Factor: IJ/Pt J.l!e,S cocJ--~ PFF:(/Y) N ON p.Jet,p U:ta "-rH=F,CR €)..JU{ 12..~~ J:lJ Comments Date Date Date Date Building 3/j.&/,2_ . 4-l'?-1•~ 4'/~/,z_ Planning 1-)()J'L t.f-110/1 "2. Engineering Fire i3/:}t /Iv Need? r-. r~ uJ~ CJ Done ,. /7,·-f7A711 /V/:';.£.f)C Tl) ~ --n/77£ t.lL_ ~one I /:Jo'one CJ Done CJ Done SW CJ Issued