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2542 - 2544 - 2546 GATEWAY RD; ; PC100026; Permit
,**!•• CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. Est. Value Plan Ck. Deposit Pate JOB ADDRESS 2542,2544,2546 Gateway Road PHASE #H OF UNITS I # BEDROOMS SU(TE*/SPACE»/UN(T* If BATHROOMS 2,3&4 TENANT BUSINESS NAMECT/PROJECT DESCRIPTION OF WORK: Include Square Feet of Affected Aroafs; CONSTR.TYPE IOCC.QROUP First generation spec office tenant improvement of 3 suites within one building, including new restrooms within each suite: Unit 2 - 3,240sf, Unit 3 - 3,214sf, Unit 4 * 3,100sf Totaling 9,560sf. PROPOSED USE spec office GARAGE (SF) 0 PATIOS (SF) 0 DECKS (SF) 0 MREPIACE"AIR CONDITIONINGEXISTING USE vacant office CONTACT NAME (If Different Fom Applicant)Ware Malcomb / Andy Dzuiynsfcj APPLICANT NAME ADDRESS 6363 Greenwich Drive, Suite 175 ADDRESS 1800 Thibodo Road, #320 CITY San Diego STATE CA ZIP 92122 CITY Vista STATE CA ZIP 92081 PHONE 858.638.7277x1307 FAX 858.638.7506 PHONE 760.727.6888 FAX 760.734,1438 EMAIL adzulynsky@waremalcomb.com EMAIL {oey@dei.com PROPERTY OWNER NAME Greene Properties, Inc.CONTRACTOR BUS. NAME White Construction ADDRESS 1800 Thibodo Road, #320 ADDRESS 2540 Gateway CITY Vista STATE CA ZIP 92081 CITY Carisbad STATE CA ZIP 92009 PHONE 760.727.6888 FAX 760.734.1438 PHONE 760.931.1130 FAX 760.931.1171 EMAIL joey@dei.com EMAIL ddamron@whiteconstructioninc.com ARCH/DESIGNER NAME & ADDRESS Ware Malcomb/6363 Greenwich Drivcj STATE LIC. It C27388 STATE LI'CITY BUS. UC.fl (Sec, 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code} or that he is exempt therefi ..-,-,--..-. - . .,__.„... i,_j- ,___», ,.._....,__.-1Lcivil penalty of not more than five hundred dollars {$500}). uii=aaiuiia \jwuc. rvty vjity w, vvMmjr CTIWII ii^^wil<=4 « t^^iiiifi iw ^vit^uuut, aiu^l. IIII^IUVD, Udlivtolt VI icuaue a signed statement that he is licensed pursuantto the provisions of the Contractor's License Law {Chap = - -[e} 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 Workers' Compensation Declaration: / hereby sffirrn under penalty o!perjury one of lite Mowing declarations: j_i 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 Ihe performance of the work for which this permit is issued. [Sflj have and will maintain workera,' compensation, as raauired by Section 3700 of the Labor Code, for the performance of the work for which Ibis pgrmjl is issued. My workers' compensatioi insufance carrier and policy 7 number are. Insurance Co ^V^W _* CIQAP Vl. Policy No. ^WOOOQO B&P \Q} Expiration Date . l|U}U This section need not be completed if the permit is for one hundred dollars ($100) or less. l) Certificate of Exemption: I certify lhat in Ihe performance of (he work for which this permit is issued, I shall not employ any person in any manner so as lo become subject lo the Workers' Compensation Laws of California. WARNING: Failure la secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, dama^sn provided for in Section 3705 of the Labor code, interest and attorney's fees. ^CONTRACTOR SIGNATURE V-JLJftl/lAT*— t \} - f DAGENT DATE l0||(0)/() I hereby affirm that I am exempt from Contactor's License (.aw for fte fotavwio reason. II I, as owner of Ihe property or my employees wild wages as iheir sole compensation, will do the work and (ha 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 properly who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however. Ihe building or improvement is sold within one year of completion, Ihe owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 70W. Business and Professions Code: The Contractor's License Law does not apply lo an owner of property who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Contractor's License Law). I am exempt under Section .Business and Professions Code for this reason: 1.1 personally plan to provide Ihe major labor and materials for construction of the proposed property improvement. r~JYes f~~}No 2.1 (have / have not) signed an application for a building permit fot the proposed work. 3.1 have contracted with Ihe following person (firm) to provide Ihe proposed construction (include name address / phone / contractors' license number): 4.1 plan 10 provide portions of the work, but I have hired Ihe following person to coordinate, supervise and provide the major work {include name / address / phone I contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone / type of work): D ^PROPERTYOWNERSTATURE QAGENT PATE Is the applicam or Mure building occupant required to submit a business rijn, acutely hazardous materials registration form or risk management and prevention program under Sections 26505,26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? | _ JYes I / Itto Is (he applicant or future building occupant required to obtain a permit from the air pollution conlroldjstricl or aipuality management district? I tYes [71 No Is the facility to be constructed within 1,000 feet of the outer boundaiy of a school site? flYes fTJNo 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 tending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name A.J&v f+run fi rs> L/V-endet's Address OSHA: An OSHA permit is requined for excavations over 5'0' deep and demolilion or oonstiuction of structures over 3 stories in height. 180 days from the date of such penult or if the building; or work aulbona4ty such permit is suspends) or abandoned at any time after the work is commenced for a period of 180 days (Sedton 103.4.4 Uniform Building Code). ,£fAPPLICANT'S SIGNATURE \ i I II J. ' \A <^}fl/lfl J* I. DATE REVIEWER a FILE EsGil Corporation In Partnership with government for <BuidRng Safety DATE: 8/13/10 JURISDICTION: City of Carlsbad PLAN CHECK NO.: PC10-0026 SET: III PROJECT ADDRESS: 2542, 2544, 2546 Gateway Rd PROJECT NAME: Spec Suite 2 - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) / Fax #: Mail Telephone Fax In Perse Xj REMARKS: Applicant to add noteslinV e^don sheets EX3 and P-1 .Vto City held sets. By: Doug Moody EsGil Corporationn GA n EJ n PC Enclosures: 8/6/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partners Rip with government for Quitting Safety DATE: 6/25/10 JURISDICTION: City of Carlsbad PLAN CHECK NO.: PC10-0026 SET: I PROJECT ADDRESS: 2542, 2544, 2546 Gateway Rd PROJECT NAME: Spec Suite 2 - TI JURIS. a PLAN REVIEWER a FILE The plans transmitted therewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X! The applicant's copy of the check list has been sent to: Ware Malcomb / Andy Dzulynsky 6363 Greenwich Drive Suite 175, San Diego, CA 92122 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 2<j Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andy Dzulynsky (V-M) Telephone #: 858-638-7277 ext 1307 Date contacted: ^WrO (by: p-) Fax #: 858-638-7506 Mail Telephone (/ Fax^ In Person REMARKS: By: Doug Moody EsGil Corporation D GA D EJ D PC Enclosures: 6/21/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 6/25/10 PC 10-0026 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: PC10-0026 OCCUPANCY: B TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/16/10 DATE INITIAL PLAN REVIEW COMPLETED: 6/25/10 JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 3240+3214+3lOOsf STORIES: 2 HEIGHT: OCCUPANT LOAD: 95 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/21/10 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 2007 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad PC 10-0026 6/25/10 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. Provide a section view of the new hard-lid ceilings Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top to the structure and lateral bracing. c) Show height of the new hard-lid ceilings from floor, new hard-lid ceilings to roof framing or floor framing. 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 on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8 All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms shall be protected. 4. Please clarify the plans to show the lighting controls for the break room and the open office areas. 5. Please have the document author and the principle designer of the LTG-1- C form sign the imprinted document. 6. Please complete the LTG-1-C part 3 of 4 mandatory automatic controls portion of the LTG-1-C forms. City of Carlsbad PC10-OO26 6/25/10 7. Please have the principle designer check the appropriate box(s) and complete the Statement of Compliance System Acceptance section of the LTG-1-C part 4 of 4 documents. 8. Please clarify the mechanical plans it appears the condensate drain for the roof mounted equipment runs through the second floor and not in an interior wall? 9. Please revise the plumbing isometric to show the floor drains in the restrooms. 10. Please revise the plumbing plans to show the total aggregate vent area to be equal to the required sewer size per section 904.1 of the UPC. (A minimum of 7.06 square inches). 11. Please revise the plans to show a disabled accessible reception counter located at a section of the main counter that is at least 36" long and no more than 28" to 34" high (flip-up or folding counters are only permitted in existing buildings when a finding of unreasonable hardship is found by the building Official). Section 1122B.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 a No Q 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. City of Carlsbad PC10-OO26 6/25/10 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: PC10-0026 PREPARED BY: Doug Moody DATE: 6/25/10 BUILDING ADDRESS: 2542, 2544, 2546 Gateway Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 3240 3214 3100 cb Valuation Multiplier 34.37 34.37 34.37 By Ordinance Reg. Mod. VALUE ($) 111,359 110,465 106,547 328,371 $1,479.49 Plan Check Fee by Ordinance Type of Review: d Repetitive FeeRepeats Complete Review D Other r—I Hourly EsGil Fee Structural Only Hr. @ $961.67 $828.51 Comments: Sheet 1 of 1 macvalue.doc + City of Carlsbad Public Works BUILDING PLANCHECK CHECKLIST DATE: BUILDING(ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: PLANCHECK NO.: Eng i neeri ng , Q_/) r\ CB (OH EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date; ATTACHMENTS D Dedication Application/Checklist HI Encina Wastewater Screening Survey D Encroachment Application/Checklist 0 Final Map (Reference) D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm Water Compliance Forms [] Other ENGINEERING DEPARTMENT CONTACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760) 602-1052 Email: Linda.Ontiveros@carlsbadca.gov CFD INFORMATION Reference No(s): _ Lot No.: Recordation: Subdivision/Tract: QHT f) -^ 1635 Faraday Avenue * Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD SITE PLAN D D D 1 - Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines (show all dimensions) I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service K. Submit on signed/approved plans DWG No. D D D 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D D D 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMIT NUMBER DESCRIPTION Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D C D 4a- Project does not comply with the following Engineering Conditions of approval for Project No. d 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS CJ d d 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Vz x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D d D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: BUILDING PLANCHECK CHECKLIST y 1ST 2ND 3RD IMPROVEMENT REQUIREMENTS continued D D D 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. D D D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. D D D 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: LTI [H CI 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) CD CD CD 7d .No Grading Permit required. n D D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D D RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see current requirements, visit our website: www.carlsbadca.gov/development-forms Right-of-Way permit required for: BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD INDUSTRIAL WASTE PERMIT D D D 9- If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. STORM WATER REQUIREMENTS Construction Compliance D D D 10a. Project Threat Assessment Form complete. D D D 10b. Enclosed Project Threat Assessment Form incorrectly completed. Please make the corrections, re-sign a new form and resubmit with next submittal. D n D 10c. Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW ) D D D 10d. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP payment of processing fee, and review by City Post-Development (SUSMP) Compliance D D D 10e. Storm Water Standards Questionnaire complete. D D D 10f. Stormwater Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. D D D 10g. Project is subject to Standard Stormwater Requirements. See City Standard Urban Stormwater Management Plan (SUSMP) for reference. CH CD CH 10h. Disconnect Discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas first. See SUSMP. D D D 10I. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. D D D 1QJ. Trash Storage areas must be designed per City Standards (GS-16) to avoid contact with storm runoff. D D D 10k. Project is subject to Priority Development Project Requirements D D D 101. Prepare and submit of a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by City. D D D 1°m- Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit. 5 Rev. 2102109 . BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DEVELOPMENT FEES IH CH d 11. Q Required fees have been entered Q More information needed Q No fees required WATER METER REVIEW D D D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" 1" service with 5/8" meter. • All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. D D D 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 1.5: meter (estimated 100 gpm) BUILDING PLANCHECK CHECKLIST ,ST 0ND15' 2NU 3™ WATER METER REVIEW continued D D D 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line D D 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. D D D 13. Additional Comments: Rev. 2/02/09 \ 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: Building Permit Q Right-of-Way Permit 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: ' Electrical Fire Additional Fire Alarm Fixed Systems • Mechanical Mobile Home » Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* Wo Threat Assessment Criteria\^?JZT 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 project does not meet any of the High, Moderate or Low Threat criteria described beicw. Tierl • Low Threat Assessment Criteria Q My project does not meet any of !he 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 Q 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 iniet, 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 Q My project includes clearing, grading or other disturbances ID 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 Q 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, Q My project is located inside or within 200 feel of an environmentaily sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving wafers by way of storm water runoff or non-storm water discharge(s). / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though Otis 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 rainor variances from the Storm Waler 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 STORMWATER n , f .CTAMnADnc Development Services ** ' Al>l U AK U5> Engineering Department CITY OF QUESTIONNAIRE 1635 Faraday Avenue PAR I SRAD E-34 7606022750^— /»l\l—«Jl«'/» I-*' *- **^ www.carisbadca.gov INSTRUCTIONS: To address post-development pollutants that may 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, fn 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? Nl* ~ 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 3/23/10 CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria: Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, condominium and apartments YES NO 1. 2. Commercial ~ greater than 7-acre. Any development other than heavy industry or residential. Examples: hospitals; 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. Heavy Industrial / Industry- greater than 1 acre. Examples: manufacturing plants, food processing plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shoo. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters 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. Q. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an 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. Ail development located within or directly adjacent2 to or discharging 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, highways, 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 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 than1-acreof disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4. 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 Special Biological Significance by the State Water Resources Control Board (Wafer 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 environmental^ sensitive areas which have been identified by the Copermittees. a "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. !n 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 buiit with pervious surfaces or if they sheet flow to Surrounding pervious surfaces. ______^______^^_ Section 1 Results: ,lf 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 3/23/10 *& CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: 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 ). YES NO , •"If you answered NO, please proceed to question 2. 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 requirements0 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 POP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: a. Trenching and resurfacing associated with utility work? 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 POP 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%? 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 POP requirements" box in Section 3 below. ^SECTION 3 Questionnaire Results: My project meets PRIORITY DEVELOPMENT PROJECT (POP) 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 Bon for City Use Only Address: Applicant Name: Assessor's Parcel Number(s): Applicant Title: Date: City Concurrence: V/ NO E-34 Page 3 of 3 REV 3/23/10 ENGINEERING DEPARTMENT CALCULATION O ^^Estimate based on unconfirmed information from applicant. 0 Calculation based on building plancheck plan submittal. Prepared by: EDU CALCULA TIONS: List types and square footages for all usesfe^ fea/EfcS& *CfcR£ Types of Use.^SH^LU TO ffirC Sq. Ft./Units: /\\ &OO EDU's: . Types of Use: ^ '___ Sq. Ft./Units: 3/ ** A i SOO EDU's: ' /pes of Use: ^ " Sq. Ft./Units: ^/0/f, %O*> EDU's: Types of Use: Sq. Ft./Units:__ EDU's: APT CALCULA TIONS: List types and square footages for all uses.(^ Types of Use:6M£LL "\V VfFO Sq. Ft./Units: /focofe 2*4o) ADT's: TW. Types of Use: Types of Use: Types of Use: /' Sq. F Sq. Ft./Units: Sq. Ft./Units: ADT's; ADT's: FEES REQUIRED: WITHIN CFD: L^ES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE: NW QUADRANT .NE QUADRANT SE QUADRANT SW QUADRANT FEE/UNIT: X NO. UNITS:_ - $ P/2. 12. TRAFFIC IMPACT FEE ADT's/UNITS:X FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: X FEE/ADT: DIST. G/5. D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: ZONE: X FEE/SQ.FT./UNIT:. D 6. DRAINAGE FEES PLDA : ACRES: D 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE X FEE/EDU:. HIGH X FEE/AC: /LOW. *•* METER FEE SDCWA FEE IRRIGATION F \FARMER\KATHY\MASTERS\FEE CALCULATION WORKSHEET.dac200a.dOC Rtv. 7/14/00 /L Apr ^q ~ f 1,003. I ipoo i 13 TTF X .79 - . = 4 |(2^0. 4-O 3(00 _ PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PC 10-26 DATE 6/17/10 ADDRESS 2542, 2544, 2546 Gateway Rd RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER office to office/new roof mounted equipment Is screened PLANNER DATE (zT / 7- /O ENGINEER DATE H:\ADMIN\COI!NTER/PIANNING/ENGINEERING APPROVALS Carlsbad Fire Department Plan Review Requirements Category: PLANCK, Date of Report: 08-06-2010 Name: Address: ,...,. \"")O' Permit #: PC 100026 Job Name: 3 SPEC STES: 3240SF @ 2542, Job Address: INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot ^pqiiatpTjr-rreukiT'.t a review to rtptpt-minp pr>mp|ifLnce wkk-thenpplinable codes and/or standards. Please review carefully all comments attacjie^^leaseTe^ubmit the nece^saly^lans~an(i/oT-spe<afu^ions, with changes "clouded", to this office Conditions: Cond: CON0004150 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 08/06/2010 By: cwong Action: AP PRIME STRUCTURAL ENGINEERS 11858 ierrTardc> Plaza Cou4 Suite 105© San Dfego, California 92128 Tel (858) 48^-0311 STRUCTURAL CALCULATIONS Building W Spec Suite Ocean Gollectiori @ Bressj Ranch Tl Carlsbad, CA Sheets 1A thru 8A 2QQ5 ASCE 7 Standard Latitude-33.127S07 Longitude ;-=• -117.255916 Spectral Response Accelerations Ss and Si Ss and SI = Mapped Spectral Acceleration Values Site Class B - Fa'•= 1.0 ,Fv = 1,0 Data are based oh a 0.009999999776482582 deggrid spacing Period Sa (sec) (g) 0.2 1.1Q9 (Ss, Site Class B) 1.0 0.420 (si, Site class B) Co hterrn i no us 48 States 2005 ASCE 7 Standard Latitude = 33.127807 Longitude = -117,255916 Spectral Response Accelerations SMs and SMi SMs = Fa x Ss and SMI = Fv x SI Site Class D- Fa = l.Q5&,Fv = 1.58 Period Sa (sec) (g) 0.2 1.171 (SMs, Site Class D) 1.0 0.664(SMI,SiteC4assD} Conterminous 40 States 2005 ASCE 7 Stattdard Latitude = 33.127807 Longitude = -117.255916 Design Spectral Response Accelerations SDs arid SDl SDs = 2/3 x SMs and SDl = 2/3 x SMI Site Class D - Fa = IjQSS ,Fv = 1.58 Period Sa (sec) (g) 0.2 0.781 (SDs, Site Class D) 1,0 0,443 (SDl, Site Class D) 2K10-160BLDGA FLOOR B/tOUNTED MECHANICAL UNITS ASCE 7-OSfi3;3.1) wnr Wp Fi>*V en*1 CURD / L/>S_T* •J * -^*r i V/I / Wp- y== y- Xs SDS = a0~K RP^/ i -<* ' rz/n = 572,00 42.00 14.00 47.25 0.7131 1.00 2,50 1.00 1 nt\.00 ibs. in. in. iri. I •i>I p,max Fp = SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS -ASCE7-05 13,3.1 0;375 Wp 1,250 Wp 0.234 Wp 0.375 Wp Fp = 214.43 Ibs. 0.2-Sps-Wp =* Fp,v = UPLIFT CHECK (ASD) f*9 = 0,7-[Fp-(Y/: Based on 50% of Wp LOADING CHECK (ASD) Based on 67% of Wp (ASCE 7-0513.34) (ASCE 7-0513.3-2) (ASCE 7-05 13.3-3) 0.156 Wp . PV= 0.249 0-500 142.46 IBs. 285,00 tbs.> Pe. NO UPLIFT 0.249 Wp 0.667 Wp 0.916 Wp/1,33 =0.687 PL* SEISMIC GOVERN T f NEW 4X Q6/15/1P 2K10-460 (|U (slp:l,2visOb4148TBEAM ANALYSIS PROGRAM (slp9ylsOb4i48!E rSEAN LENGTH S* 8.00 ft (Simple Span) (6,43) (8tJ (sOplO.OO UNIFOBM LOADS (k/f t & ft) wd wl XI X2 O.Q32 0,040 0,00 POINT LOADS (k S ft) Pd PI X 0.746 OiOOO 4.00 8.00 REACIIONS (k) LOAD Dead Live Total LEFT 0 . 501 0.160 0.661 RIGHT 0,501 0 . 160 0 . 661 MAXIMUM FORCES V majc = Vd max = M max — Md max = 0.661 k @ 0.501 k @ 2.068 kft S 1,748 kft O 0.00 ft 0.00 ft 4,00 ft 4.00 ft DEFLECTIONS LOAD (El = Dafl k±riA2) (in)X (ft) Total Live Dead 20386/EI 3686/Et 16699/BI 4.00 4.00 midspan Pos. Moment Li* Brace Spacing 1.00 ft 1.00 ft Gov. Deflection : Total = L/240 RequiEed El - 50964 kin*12 4 x 6 #2 Actual : 3.5" x 5.5" Design per 1991 NDS Douglas Fir-Larch STRESSES (psi) SReair"*v"= *FV === Fb1 » g 'd' 0.49 86 1420 « .Jt.:@ fv fb 7. sa =• 54 ft 38 1406 44 99 % % Live LDF =»• 1.25, Gf = 1.30, Cl = 1.00 * Bovsrned by DQad LDF = 0. 90 DEFLEGTIOMS (in) (E = 1600 ksi) T-a:tal = Live = Dead m 0.26 0.05 Q.22 => L /366 66 %; = L /2022 18 % Y (s. EXIST 0&3T ___-,.w___^-^^.__ 2K10-160 (8U (slfl2visOb4i48TBEAM ANALYSIS PROGRAM (slp9vlsOb4148T (5.43) pff (s:Oplp.OG .DESTGIH; = 26. (Simple Span) ft UNIFORM LOADS (k/£t & wd wl Q.128 0 0 . 095 0 REACTIONS LOAD .160 0 .000 11 (k) LEFT Dead 1.897 E,ive 2 . 134 Total 4-e031 MAXIMUM FORGES V max = M tftax = DEFLECTIONS LOAD Total Live Dead TOIAL Defl L / 180 L / 240 L / 360 LIVE De£l L / 240 L / 360 L / 480 4.03 k @ 27.95 kft @ (El = kinrt Defl (in) 353S141/EI ie21355/EI 1713785/EI El 1988268 2651024 3976536 El 1365846 2048768 2731691 ft) XI - X2 .00 26.67 .33 15.33 RIGHT 1 . 897 2.134 4 . 030 0 . 00 ft 13.33 ft 2) X (ft) 13.33 13,34 midspan It* REFERENCE MATERIAL Page 8 of 18 ESg-1153 TABLES-PROPERTIES FORiyi JOISTS BASIC PROPERTIES Joist Depth (in.) Joist Weight (Plf) Resistive Moment {ft-lbs.) Vert,, Shear E( bs.-in;2 K REACTION PROPERTIES END REACTION (Ibs.) 1-3/4" 2-1/2" (9) Bearing Length WebStiffeners NO YES 3-1/2" Bearing Length WebStiffeners NO YES Nails Reg'd Web Stiff. INTERMEDIATE REACTION (Ibs.) 3-1/2* S-1/4a(7) Bearing Length WebStiffeners NO YES 5-1/4"' 7"(7) Bearing Length WebStiffenere NO YES Naifs Req'd for Web Stiff., TJltJO 9-1/2 11-7/8 14 2.3 2.5 2.8 2380 3015 3565 1220 1560 1860 140 238 351 4,5 4.5 4.5 885 885 885 NA 1225 1225 1220 1350 1350 NA 1560 1705 NA 3-8d 3-Sd 1935 1935 1935 NA 2295 2295 2350 2350 2350 NA 2705 2705 NA 3-8id 3^8d TJI 210 9-1/2 11-7/8 14 16 2.6 2.8 3.1 3,3 2860 3620 4280 4895 1330 1655 1945 2190 167 283 415 566 4.5 4.5 4,5 4,5 980 980 980 980 NA 1340 1340 1340 1330 1435 1435 1435 NA 1655 1790 1790 NA 3-8d 3-8d a-sd 2145 2145 2145 2145 NA 2505 2505 2505 2565 2565 2565 2565 NA 2925 2925 2925 NA 3-8d S-Sd 3-8d TJI 230 9-1/2 11-7/8 14 16 2.7 3.0 3.3: 3.5 31 7S 4015 4755 5440 1330 1655 1945 2190 183 310 454 618 4.5 4.5 4,5 4.5 1035 1035 1035 1035 NA_K i{j9j^ 1395 1395 1330 ' 1460 1460 1460 NA 1655 1815 1815 NA 3'8d 3-8d 3-8d 2410 2410 2410 2410 NA 2765 2765 2765 2790 2790 2790 2790, NA 315Q 3150 3150 NA 3-8d 3-8ct 3-8d TJI 360 9-1/2 11-7/8 14 16 18 20 2.7 3.0 3,3 3.5 3.7 4.0 4790 6180 7335 8405 9465 10515 1425 1705 1955 2180 2425 2660 249 419 612 830 1Q85 1376 4.5 4.5 4.5 4.5 4.5; 4.5 1080 1080 1080 1080 1080 1080 NA 1440 1440 1440 1440 1440 1425 1505 1505 1505 1505 1505 NA 1705 1865 1865 1865 1865 NA 3-8d 3-8d 3-8d 3-8d 3-8d 2460 2460 2460 2460 2460 2460 NA 2815 2815 2815 2815 2815 3000 3000 3000 3000 3000 3000 NA 3360 3360 3360 3360 3360 NA 3-8d 3-ea 3-8d 3-8d 3-8d TJI 560 9-1/2 11-7/8 14 18 18 20 3,6 4.Q 4,2 4.5: 4.8 5.1 7355 9500 11275 1292S 14550 16165 1670 2050 2390 2710 3030 3345 378 636 926 1252 1631 2064, 5,3 5.3 5.3 5.3 5.3 5.3 1265 1265 1265 1265 1265 1265 NA 1740 1740 1740 1740 1740 1670 1725 1725 1725 1725 1725 NA 2050 2200 2200 2200 2200 NA 3-16d 3-16d 3"-16d 3^16d 3-16d 3000 3000 3000 3000 3000 3000 NA i3475 3475 3475 3475 3475 3465 3455 3455 3455 3455 3455 NA 3930 3930 3930 3930 3930 NA 3-16d 3-ied 3-16<* 3-16d 3*1 6d TJIL6S 8-1/2 11-7/8 14 10 18 20 22 24 26 28 30 3.0 3.3 3.6 3,9 4.2 4.4: 4.7 5.0 5.3 5.5 5.8 5215 6750; 8030 9210 10380 11540 12690 13830 14960 15085 17205 1975 1925 212'5 2330 2535 2740 2935 3060 2900 2900 2900 263 450 666 913 1205 1545 1934 2374 2868 3417 4025 5.3 5.3 5.3 5,3 5.3 5.3 5.3 5.3 5;3 5,3 5.3 1375 1375 1375 1375 1375 NA NA NA NA NA NA 'NA 1745 1750 1750 1750 1750 1750 1750 1750 1750 1750 1675 1885 1885 1885 1885 NA NA NA NA NA NA NA 1925 2125 2330 2535 2740 2935 3060 29QO 2900 2900 NA 5-8d 6-8d 7-8d 8-8d &-8d 10-84 11-84 12-8d 13-8d 2745 2745 2745 2745 2745 NA NA NA NA NA NA NA 3120 3365 3490 3615 3740 3860 3875 4725(7} 48SO(7) 4975(7) 3365 3365 3365 3365 3365 NA NA NA NA NA NA NA 3735 3985 4105 4230 4355 4480 4605 5345ft) 3470(7} 5596(7) NA 3-8d 6-8d 7-8d 3-8d 9-8d 10-8d 11-8d •1'2-fid 13-8d notes at the end of the table. TABLES—CONTINUED BASIC PROPERTIES Joist Depth (in.) Joist Weight (plf) Resistive Moment (ft-lbs;) (10) Vert; Shearm El x108 lt>s.-fn.J K REACTION PROPERTIES END REACTION (ibs.) t-SAf 2-f#lffSt! Bearing Length Web Stiffeners NO YES 3-1/2" Beating: Length Web Stiffeners NO YES Nails Req'd for W&KVVtfUsaft TJl L,9<> 91/2 1W/8 14' 16 18 20 22 24 26 28 30 3,8 4.2 4.5 4.7 5.0 5.3 fe 5.8 $.1 6.4 8.8 7415 9605 11430 13115 14785 16435 _>••"' ~ 18075 19700 21315 22915 24510 1675 1925 2125 2330 2535 -,2fl(U 2985 3060 2900 2900 2900 365 621 913 1246 1635 „- 20|5 2597*" 3172 3814 4525 5306 5.3 5.3 5.3 5.3 5.3 5.3 "5,3 " 5,3 5,3 5.3 5.3 1400 1400 1400 1400 1400 NA NA 'NA NA NA NA NA 1715 1875 2030 2030 '.2190 '"":2345 " 2345 2450 2450 2450 1675 1885 1885 1885 1885 ,-l*^_NA NA NA NA NA NA 1925 212S 2330 2515 „•#&- 283Q 2830 2900 2900 2900 NA 2-16d •3-16<j M 6d 4-1 6d -S3$L 6-16d 6-1 ea 7-1 6d 8-16d 8-16d INTEBMEDIATE REACTION Qbs.) 3-1/2" &t/V(?J' Bearing Length Web Stiffeners NO YES 3350 3350 3350 3350 3350 •*!£.NA NA NA NA NA NA 3865 3825 3980 3980 4140 5090 5405 5800(7) 5300(7) 5800(7} 5-1/4" 7*ff) BeajrintfLengtH Web Stiffeners NO YES Nails Req'tf for\A/ah Stiff 3955 3965 3965 3965 3965 NA NA NA NA NA NA NA 4?85 4440 4600 4600 4755 5705 6020 5800(7) 5800(7) 5800(7) NA 2-16d 3-16cf 4-16d 4-16d 5-16d 11-16d 13^1dd 14-16d 15-16d 17-16(1 TJIH90 11-7/8 14 f6 13 20 22 24 26 28 30 4:6 4.9 5;2 5.4 5.7 0,0 6.3 6.5 €.8 7,1 10960 13090 •t5j0.e5- 1701Q 18945 20855 22755 24645 26520 28380 1925 2125 2330 ;2535 2740 293* 3060 2900 2900 2900 687 1015 1389 1827 2331 2904 3549 4256 5059 5930 5,3 5.3 5.3 5.3 5,3 5.3 5:3 5,3 5,3 5.3 1400 1400 1400 1400 NA NA NA NA NA NA 1715 1875 2030 2030 2190 2345 2345 2450 2450 2450 1885 1885 1885 1885 NA NA NA NA NA NA 1925 2125 2330 2515 2675 2830 2830 2900 2900 2900 2-iea 3-16d 4^16* 4-16d 5-1 6d 6-16d 6-1 6d 7-16d 8-16d 8-16d 3495 3495 3495 3495 NA NA NA NA NA NA 3810 3970 4130 4130 4285 5235 5425 5800(7) 5800(7} 5800(7) 4100 4100 4100 4100 NA NA NA NA NA NA 4420 4575 4735 4735 4890 5840 6155 5300(7) 5900(7) 5800(7) 2-16d 3-16d 4.16d 4-16d 546d 11-16d 13-16d 14-1 6d 15-16d 17-16d TJIHD9Q 11-7/8 14 1:6 18 20 22 24 26 28 30 3Z 5.4 5.7 6.0 6;3 6*7 7.0 7.3 7.6 7,9 8,2 8,5; 14075 16920 19550 22150 24725 27280 29815 32330 34830 37310 39785 2320 2565 2730 3020 3250 3480 3710 3940 4165 •4375 4375; 826 1232 1695 2239 2868 3579 4330 5272 §258 7339 8519 6.0 6.Q 6,0 6;o 6;Q' 6;b &6 6.0 6.0 6:0 6.0 1935(9) 1835(9} 1833(9) 1835(9} NA NA NA NA NA NA NA 2320(9; 2565(9) 2790$) 3020(9} 3250(9} 3475(9) 3506(9)(H 3500(9)(n 3500(9)(11i )500(9)(11. 3500(9)(111 2150 2150 2150 2150 NA NA NA NA NA NA NA 2320 2565 2790 302Q 3280 3480 3710 3940 4165 437S 4375 4-16d 6-16d 6-16d 8^16* 10»l6d 10-16<j 12-16d 14-16d 14-16d 16-16d, 18-16d 3995 3995 3995 3995 NA NA NA NA NA NA NA 4650 4980 4980 5310 5425 542S, 5425 WSSff) 6385(7) 7310(7) 7840(7) 4690 4690 4690 4690 NA NA NA NA NA NA NA 5345 5670 , 5670 6000 6330 6330 6655 7675(7} 7675(7) 8005(7) 8335(7) 4-16d 6-iea 6-1 6d 8-16d 10-1 6d 10-16d 12»16d 14»16d 14-1 6d 16-16d 18-16d , TJIHS90 11-7/8 14 16 ts 20 22 24 ?6. 28 3d 32 6.0 6.3 6.6 7.0 7,3 7.6 7,9 8.2 8.5 8.8 9.1 16050 19425 22550! 25640 28695 ' 34725 •34730; 37715 40680 43630 46560 2320 2565 2790 - 3020 3250 3480 3710 3940 4165 4375 4375 900 1355 1876 2488 3195 3998 4901 5905 7014 8230 9555 6.<J 6,0 6.0 6.0 6.0 6.0 6,0 6.0 6.0 B.p; 6,0 1835(9) 1835(9) 1835(9) 1835(9) NA NA NA NA NA NA NA 2320(9) 2565(9) 2790(9) 3020(9) 3256(9) 3475(9) 3500(9)(1i 3500(9)(li I50p(9)(1l 3560(9)(H4 3SQQ(9)(11) 2150 2-150 2150 2150 NA NA NA NA NA NA NA 232Q 2565 2790 3020 3250 3480 3710 3940, 4165 4375 4375 4-16d 6-1 6d 6,16d 8-16d Ib-l6d 1b-16d 12.f6d 14-16ci 14-16d 16-1 6d 18-16d 3995 3995 3995 3995 NA NA NA NA NA NA NA 4650 4980 49£!!J 5310 5425 5425 5425 6985(7) 6985(7) 7*10(7) 7640(7) 4690 4690 4690 4690 NA NA NA NA NA NA NA 5345 5670 5670 6000 6330 6330 6655: 7675(7) 7675(7) 8005(7) 8335(7) 4-i6a 6-16d- e-tea 8-16d 10-16d 10-16d 12-16d 1446JJ 14-16d 16-ied 18-16a See riotes at tHe end of the table. Page 10af 18 ESR-1153 TABLE 3—CONTINUED BASIC PROPERTIES J&ist Depth (In.) Joist Weight « Resistive Moment Cft.-lbs;} f*n\no) Vert; Shear flN El x10' lbs,mz fc REACTION PROPERTIES END REACTION (IB*;) 1-3/4" 2*1/2"{S) Bearing Length WebSliffeners NO YES 3-1/2" Bearing Length Web Silfferiers NO yes Nails Req'd for M/oh Stiff. INTERMEDIATE: REACTION (Ibs.) 3-1/2" 5-1/4"(7) Bearing Length Web Stiffeners NO YES 5-1/4* T'(T) Bearing Length Web Stiffeners NO | YES Nails Req'd for Stiff TJI 100C 9 1/2 11-7/8 14 16 2,5 2.7 3,0 3.2 2605 3350 3915 4430 1120 1420 1710 197Q 184 314 ••461 628 4.5 4-5 4.5 4.5 1120 1125 1125 1125 NA 1420 1430 1480 1120 1405 1405 1405 NA 1420 1710 1760 NA 3-8d 3-8d 3-8d 2285 2285 2285 2285 NA 2640 2640 2640 2795 2795 2795 2795 NA 3155 3155 3155 NA 3-8d S-8ct 3.8d TJI 3000 . 11-7/8 14 16 2.7 3.0 ,3.2 4470 5355 6085 1420 1710: 1970 372 545 742 4,5 4,5 4.5 1125 1125 1125 1420 1480 1480 1405 1405 1405 1420 1710 1760 3-8d 3-fid 3-8d 2595 2595 2595 2950 2950 2980 3175 3175 3175 3535 3536 3535 3-8d 3-8C1 3*8d For SI: 1 inch = 25i4 mm, 1 plf * 14 59 N/m, 1 ft.-lb. = 1.356 N-nv 1IWni*« 2.87 kN-mmr FOOTNOTES FOR TABLE 3: ii. Refer to Figure 1 for web stiffener details, 2. Deflection is Calculated as follows: Uniform load: A =22.5WL4 12WL2 El KdxiCT Concentrated load at midspan: A =36PU1 24PU El kdx10S Where: P * Concentrated load, pounds. W = Uniform'load in pound? per lineal foot, d = Out-to-out depth of joists inches. El = From table. L * Gfear span ir> feet K = Frorrt table. 3. The stated allpwabte design properties are for loads of normal duratioh, Adjustments.-to the allowable design values triust be in accordance with the applicable code, with the exception noted in footnote 10 below. Interpolation between bearing lengths and joist depths is permitted for allowabfe design reactions*The rnirtimum Bearing length fs permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the wfeb stiffener. . ' . 6, Allowable bearing length? have been determined based on Weyerhaeuser TJI Joist products. Allowable bearing on supporting rrtembers must be checked; 7. Ailpwable bearing feactipps for §-1/4-inch and 7-inch faearing lengths at intermediate supports, & Joist weights shown iare'.calculated on a rational basis^ are based oft the heavier of eastern of western species products and ar§ suitable for dead load calculation. Contact the producing plant for shipping weight information if needed. 9; Applicable to TJ! HD90 and f Jl HS9Q joists only. Areas indicate atlowabte bearing reactions for a 2^1/2 inch bearing length at endsupports. 1-3/4 in<?h end fearfng lengths are also permitted; with allowable reactions of 1600 Ibs. without web stiffeners.for depths upto and ihcludlng IS inches; with web stiffeners the allowable reaction is 2255 Ibs, for the 11-7/8 inch depth and 2450 Ibs, for all other- depths. .1.0. The resistive moment caRacities listed in Table 3 may not be InerQased by any code allowed repetttive-mernber use factor, 11. Applicable to TJI H090and?TJlHS90 joists only. Reaction capacities based on^applicable hanger seatlength (intenpolated as per note 4 above) may be: increased 510 Ibs when supportedcommon nails installed thro-ugh the joist hanger stirrups and into the joist web stiffener and web, TABLE 4—PROPERTIES FOR USE IN SECTION 4.2 TJI JOIST SERIES TJt 110 TJr210,TJI230 rjl 360 rJI56Q rattooe, TJI sooe rjl L65, TJI L90, TJI H90 TJI HOm TJI HS90 TJI JOIST DEPTH {Inches) i 14 S16 $ 16 S20 $16 S24 i 24 V« (Ibs.) 1.560 1,655 1,705 2,050 1,420 1,925 2,320 K 15.60 15,55 17,05 20.50 14;20 19.25 23.20 For SI: 1 inqh-25,4mm, 11b, = 4,448 N, 1 plf =14.59 N/m. Affinity BHZ -13 SEER Single Pkg. R-410A HP Date; 6/9/2010 Order No; Page: 3 Project N^me: Ocean Spec Suites Purchaser; West Air Mechanical Model* B2HZ060A25 Quantity; 3 Tagtfi PHP'STSuiteA System: B2HZ060A25 Cooling performance Total capacitySensible capacity Seasonal Efficiency (at ARI) Ambient DB temp.Entering DB temp. Entering WB temp,Leaving OB temp.Leaving WB temp. Power input (w/o blower)Sound power 56,0 42.3 R410A 13.QO11:0095 80 37 6Q.4 58.3 5.1085 MBH MBH SEER EER °F °F °F 'F °F kW dB(A) Heat Pump Performance Capacity @ 47 °F HSPF Capacity® 17 °F CQP@17')F COP @'4r*F 56.00 MBH 7.7 33.00 MBH 2.00 2.90 Supply Air Blower Performance Supply air Ext, static pressureUnit static resistance Slower speedBlower speed descriptionDuet locationMotor ratingActual required BHP Elevation Drivetype 2000 CFM0.46 IWG 0.07 IWG113QRPM Hi Bottom 1.00 HP i.OO HP 0.88 kW Oft. DIRECT Electrical Data Power sypply Mih circuit-ampacityMax over-current protection 230-3-6032.30 Amps 40 Amps Dimensions & Weight Hat 42 in. Len 49 in, VVeight with factory installed options Wlh 47 in. 490 ibs. Clearances 5 Ton * YORK Affinity® Series packaged units are manufactured at an ISO 9001 registered .facility and each rooftop is completely computer-run tested prior to anipmerit. STANDARD FEATURES * Unit Ca&ihet Constructed of Powder Painted Stsel, Certified At TOOQ Hours Salt Spray Test (ASTM: B-i 17 Standards}. * Reciprocating compressor * X-13 (Multi-speed direct drive high static motor and slide out blojWf r assambly) * Ffeld convertible duct connections from horizontal to downflow allows gfaatsr flexlpiiity. * Sottom and side electrical and gas utility connections, * Non-corrosive coridansate pan internally sloped to meet strict requirements of ASHRAE 62-89 Indoor Air Quality standard. * Full pefimetefv removablecase rails with builtih rigging and access provisions. * LOW operating sound level ' Single point power connecttpn * Refrigierant access ports externally accessible * Easy access toall components * Single piecft water-sried top cover arid drip edgS * Cbndenser coil grille * Standard cooling operation down to 45°F * All three-phase models have bulK in filter rack vyith 1" cleanable fiit^rs and 75 VA Transformer with resettabje circuit breakeft * Compressor Is internally protected against high pressure and temperature. WARRANTY ? Five (5) Years on the Compressor * One (1) Year Limited Parti; Unitary Sales iopiirt,S,Q;e|Infomiation is subjed tochango without flOliCS. Check tieUcodes. ilYORK Affinity Date: 6/9/2010 BHZ - 13 SEER Single Pkg. R-410A HP Order No: Page: 4 Project Name; Ocean Spec Suites Purchaser: West Air Mechanical Model #: B2H2060A25 Quantity: 3 Tag ft PHP-5T Suite A System: B2HZ060A25 BHZ024-060 AFFINITY UNIT DIMENSIONS HIGH VOLTAGE CONN. 7/6" DIA. KNOCKOUT FRONT HIGH VOLTAGE CONN, 1-31/32" DIA. KNOCKOUT LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT SIDE SUPPLY AIR OPENING SIDE RETURN AIR OPENING COMPRESSOR SERVICE ACCESS COMPARTMENT PANEL REFRIGERANT CONNECTIONS ELECTRICAL/FILTER SERVICE ACCESS COMPARTMENT PANEL HIGH VOLTAGE CONN. 1-23/64" DIA. KNOCKOUT 4-1/2 UNIT GONDENSATE CONNECTION 3/4" NPTI (TRAP REQUIRED) UNIT SIZE 024-036 042-060 DIMENSION "A" 331/2 41 1/2 Unitary Sates Tool vi.5.0.0 Information is subject lo change without notice. Check local codes.Primed 6/10/2010 YORK Affinity BHZ -13 SEER Single Pkg. R-410A HP Date: 6/9/2010 Order No: Page: 5 Project Name: Ocean Spec Suites Purchaser: West Air Mechanical Model #: B2H2060A25 Quantity: 3 Tag ft PHP-5TSuiteA System: B2HZ060A25 BHZ024-060 AFFINITY 4 POINT LOAD & CENTER OF GRAVITY FRONT OF UNIT CENTER OF GRAVITY SIZE (Tons) 2.0 2.5 3.0 3.5 4.0 5.0 MODEL BHZQ24 BHZ030 BHZ036 BHZ042 8HZQ48 BHZ060 WEIGHT (Ifas) SHIPPING 360 355 395 445 490 500 OPERATING 355 350 390 440 485 495 CENTER OF GRAVITY X 22.25 22.25 22.25 22.25 22.25 22.25 Y 25 25 25 25 25 25 4 POINT LOAD LOCATION (Ibs) A 96 96 106 120 132 135 B 84 84 92 104 115 117 C 81 81 89 101 111 113 D 93 93 102 115 127 130 Unilary Sales Tool vl.5.0.0 Informalion Is subject la change without note. Check local codes.Primed 6/10/2010 YORK Affinity BHZ -13 SEER Single Pkg. R-410A HP Date: 6/9/2010 Order No: Page: 6 Project Name: Ocean Spec Suites Purchaser: West Air Mechanical Mode! #: B2HZ048A06 Quantity: 1 Tag ft PHP-tT Suite D System: B2HZ048A06 Cooling Performance Total capacity Sensible capacity Refrigerant type Seasonal Efficiency (at ARI) Efficiency (at ARI) Ambient DB temp. Entering DB temp. Entering WB temp. Leaving DB temp. Leaving WB temp. Power input (w/o blower) Sound power 45.5 35.6 R410A 13.00 10.65 95 80 67 59.4 58.1 4.30 78 MBH MBH SEER EER °F op °F °F °F kW dB(A) Heat Pump Performance Capacity @ 47' HSPF Capacity @ 17 ' COP@17°F COP (a) 47 °F 45.50 MBH 7.7 27.40 MBH 2.20 3.00 Supply Air Blower Performance Supply air Ext. static pressure Unit static resistance Blower speedBlower speed description Duct locationMotor rating Actual required BHP Power input Elevation Drive type 1600CFM 0.85 IWG 0.04 IWG 1088RPM Hi Bottom 0.75 HP 0.75 HP 0.71 kW Oft. DIRECT Electrical Data Power supply Min circuit ampacity Max over-current protection 230-1-60 33.60 Amps 45 Amps Dimensions & Weight 49 in.Hgt 42 in, Len 49 in. Wth Weight with factory installed options 47 in. 480 Ibs. Right 24 in. 36 in. Clearances Front i:fin. Bottom 0 in. Back Left Oin. 24 in. 4 Ton • YORK Affinity® Series packaged units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer-run tested prior to shipment. STANDARD FEATURES • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards), • Reciprocating compressor • X-13 (Multi-speed direct drive high static motor and slide out blower assembly) • Field convertible duct connections from horizontal to downflow allows greater flexibility. • Bottom and side electrical and gas utility connections. • Non-corrosive condensate pan internally sloped to meet strict requirements of ASHRAE 62-89 Indoor Air Quality standard. • Full perimeter, removable base rails with built in rigging and access provisions. • Low operating sound level • Single point power connection • Refrigerant access ports externally accessible • Easy access to all components • Single piece water-shed top cover and drip edge • Condenser coil grille • Standard cooling operation down to 45°F • Compressor is internally protected against high pressure and temperature. WARRANTY • Ten (10) Years on the Compressor • Fiva (5) Years Limited Parts • 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. Unitary Sates Tool vt.5.0.0 Information is subject In change without notice. Check local codes.Printed 6rtOC010 ilYORK Affinity BHZ -13 SEER Single Pkg. R-410A HP Date: 6/9/2010 Order No: Page: 7 Project Name: Ocean Spec Suites Purchaser: West Air Mechanical Model ft: B2HZ048A06 Quantity: 1 Tag#: PHP-4T Suite D System: B2HZ048A06 BHZ024-060 AFFINITY UNIT DIMENSIONS HIGH VOLTAGE CONN. 7/8" DIA, KNOCKOUT FRONT HIGH VOLTAGE CONN. 1-31/32" OIA. KNOCKOUT LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT SIDE SUPPLY AIR OPENING SIDE RETURN AIR OPENING COMPRESSOR SERVICE ACCESS COMPARTMENT PANEL REFRIGERANT CONNECTIONS ELECTRICAL/FILTER SERVICE ACCESS COMPARTMENT PANEL HIGH VOLTAGE CONN, 1-23/64" DIA. KNOCKOUT UNIT CONDENSATE CONNECTION 3/4" NPTI (TRAP REQUIRED) UNIT SIZE 024-036 042-060 DIMENSION "A" 331/2 41 1/2 Unitary Sales Tool v1,5.0.0 Information is subject to change without notice. Check local codes. HP-5T Suite A, HP-3.5T/4T Suite D Heating and Air Conditioning TECHNICAL GUIDE SPLIT-SYSTEM HEAT PUMPS 13 SEER - R-41OA - Three Phase MODELS: YHJD30 THRU 60 (2.5 THRU 5 NOMINAL TONS) PERFORMANCECERTIFIED™ISO 9001 Certified Quality Management System ARI Standard 210/240Unitary Small HP www.arldlrectory.iiig Due to continuous product Improvement, specifications are subject to change without notice. Visit us on the web at www.york.com Additional rating information can be found at www.ahridirectorv.om 571923-YTG-A-0410 DESCRIPTION The 13 SEER Series unit is the outdoor part of a versatile cli- mate system. It is designed with a matching indoor coil compo- nent from Johnson Controls Unitary Products. Available for typical applications this climate system is supported with acces- sories and documents to serve specific functions. FEATURES • Quality Condenser Coils - The coil is constructed of copper tubing and enhanced aluminum fins for increased efficiency and corrosion protection. • Protected Compressor - The compressor is internally pro- tected against high pressure, temperature, and externally by a factory installed high pressure swijch. This is accomplished by the simultaneous operation of high pressure relief valve and a temperature sensor which protects the compressor if undesirable operating conditions occur. A liquid line filter- drier further protects the compressor. • Durable Finish - The cabinet is made of pre-painted steel. The pre-treated galvanized steel provides a better paint to steel bond, which resists corrosion and rust creep. Special primer formulas and matted-textured finish insure less fading when exposed to sunlight. • Lower Installed Cost - Installation time and costs are reduced by easy power and control wiring connections. Available in sweat connect models only. The unit contains enough refrigerant for matching indoor coils and 15 feet of interconnecting piping. The small base dimension means less space is required on the ground or roof. • Top Discharge - The warm air from the top mounted fan is blown up away from the structure and any landscaping. This allows compact location on multi-unit applications. • Low Operating Sound Level - The upward air flow carries the normal operating noise away from the living area. The rigid top panel effectively isolates any motor sound. Isolator mounted compressor and the rippled fins of the condenser coil muffle the normal fan motor and compressor operating sounds. • Low Maintenance - Long life permanently lubricated motor- bearings need no annual servicing. • Easy Service Access - Fully exposed refrigerant connec- tions, and a single panel covering the electrical controls make for easy servicing of the unit. • Secured Service Valves - Secured re-usable service valves are provided on both the liquid and vapor sweat connections for ease of evacuating and charging. • U.L. and C.U.L. Listed - approved for outdoor application. • Agency Listed - U.L. and C.U.L. listed - approved for out- door application. The unit is certified in accordance with the Unitary Small Equipment certification program, which Is based on ARI Standard 210/240. WARRANTY Standard 1 -year limited parts warranty. Standard 5-year limited compressor warranty. FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 571923-YTG-A-0410 Physical and Electrical Data - 3 Phase MODEL Unit Supply Voltage Normal Voltage Range 1 Minimum Circuit Ampacity Max. Overcurrent Device Amps 2 Min. Overcurrent Device Amps 3 Compressor Type Compressor Amps Rated Load Locked Rotor Crankcase Heater Fan Motor Amps Rated Load Fan Diameter Inches Fan Motor Coll Rated HP Nominal RPM Nominal CFM Face Area Sq. Ft. Rows Deep Fin / Inches Liquid Line Set OD (Field Installed) Vapor Line Set OD (Field Installed) Unit Charge (Lbs. - Oz.) " Charge Per Foot, Oz, Operating Weight Lbs. YHJD30 S43S4 YHJD36 S43S4 YHJD42 S43S4 YHJD48 S43S3 YHJD60 S43S4 208-230V, 3<K 60Hz 18710252 11.0 15 15 Recip 8.1 63 Yes 0.8 24 1/8 1050 3100 21.00 1 22 3/8 3/4 9-0 0.62 196 12.9 20 15 Recip 9.1 68 Yes 1.3 24 1/4 850 3800 23.58 1 22 3/8 3/4 10-0 0.62 208 12.9 20 15 Recip 9.3 68 Yes 1.3 24 1/4 850 3800 23.58 1 22 3/8 7/8 9-10 0.67 208 15.3 25 20 Recip 11.2 88 Yes 1.3 24 1/4 850 3800 23.58 1 22 3/8 7/8 10-14 0.67 248 22.9 40 25 Scroll 17.3 115 No 1.3 24 1/4 850 3800 23.58 2 18 3/8 7/8 13- 13 0.67 280 YHJD30 S44S4 YHJD36 S44S4 YHJD42 S44S4 YHJD48 S44S3 YHJD60 S44S4 460V, 3iJ>, 60Hz 432 to 532 6.0 15 15 Recip 4.2 30 Yes 0.8 24 1/4 850 3500 21.00 1 22 3/8 3/4 9-0 0.62 196 6.4 15 15 Recip 4.5 34 Yes 0.8 24 1/4 850 3800 23.58 1 22 3/8 3/4 10-0 0.62 208 7.2 15 15 Recip 5.1 34 Yes 0.8 24 1/4 850 3800 23.58 1 22 3/8 7/8 9-10 0.67 208 14.2 20 15 Recip 10.7 60 Yes 0.8 24 1/4 850 3800 23.58 1 22 3/8 7/8 10-14 0.67 248 12.0 20 15 Scroll 9.0 53 No 0.8 24 1/4 850 3800 23.58 2 18 3/8 7/8 13-13 0.67 280 1. Rated in accordance with ARI Standard 110, utilization range "A". 2. Dual element fuses or HACR circuit breaker. Maximum allowable overcurrent protection. 3. Dual element fuses or HACR circuit breaker. Minimum recommended overcurrent protection. 4. The Unit Charge is correct for the outdoor unit, matched indoor coil and 15 feet of refrigerant tubing. For tubing lengths other than 15 feet, add or subtract the amount of refrigerant, using the difference in length multiplied by the per foot value. If line exceeds 25 feet, you may refer to publications software 036-68001-001 for proper line sizing. All dimensions are in inches. They are subject to change with- out notice. Certified dimensions will be provided upon request. ,^— \. ^^ ^S' Unit Model 030 036 042 048 060 Dimensions (Inches) A1 36 40 40 40 40 B 34 34 34 34 34 C 34 34 34 34 34 Refrigerant Connection Service Valve Size Liquid 3/8" Vapor 3/4" 7/8" 1. Including Fan Guard. Johnson Controls Unitary Products 571923-YTG-A-0410 COOLING CAPACITY - With Air Handler Coils UNIT MODEL YHJD30S4(3,4)S4 YHJD36S4(3,4)S4 YHJD42S4(3,4)S4 YHJD60S4(3,4)S4 AIR HANDLER MODEL MA12B MA12B MA12B MA16C MA20D MA20D W 17 17 17 21 24 24 COIL MODEL1 COOLING RATED CFM NET MBH TOTAL SENS.SEER EER 13 SEER HP WITH MA FC/MC35 FC/MC43 FC/MC43 FC/MC60 FC/MC62 FC64 1000 1000 1200 1400 1800 1800 29.8 30.0 36.0 41.0 55.0 56.0 21.8 22.2 26.6 31.8 40.0 41.5 13.00 13.00 13.00 13.00 13.00 13.00 11.00 11.00 11,00 11.00 11.00 11.00 13 SEER HP WITH AHP / AHX / F'FP YHJD30S4(3,4)S4 YHJD36S4(3,4)S4 YHJD42S4(3,4)S4 YHJD48S4(3,4)S3 Xs YHJD60S4(3,4)S4 .•*" AHP30 AHP36 AHX30 AHX36 F4FP040 F6FP030 F6FP036 AHP36 AHX36 F6FP042 F5FP048 F4FP045 AHX42 AHP42 AHX42 F6FP042 AHP60 AHP48 AHX48 F4FP045 F5FP048 >> F6FP048 F5FP060 AHP60 AHX48 AHX60 F5FP060 F6FP048 F6FP060 AHX60 F6FP060 17 21 17 21 21 17 21 21 21 24 24 24 21 21 21 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1000 1000 1025 1005 1000 1035 980 1200 1225 1290 1235 1200 1190 1255 1395 1455 1400 1370 1445 1400 1455 1380 1485 1525 1660 1570 1600 1625 1570 1830 1875 30.0 30.0 30.0 30.0 29.8 30.0 30.0 36.0 36.0 36.0 36,0 36.0 36.0 36.0 40.5 40.5 42.0 41.0 42.0 41.0 41.5 42.0 42.0 45.0 45.0 45.0 44.5 45.0 45.0 55.0 56.0 22.2 22.2 22.6 22,4 21.8 22.0 22.0 26.4 26.8 27.6 27.2 26.8 26.8 27.2 32.4 32.8 32.4 31.0 33.0 31.8 32.6 32.4 33.2 33.6 34.8 34.2 34.6 34.4 34.2 40.5 41.5 13.00 13.00 14.50 14.50 13.00 14.00 14.50 13.00 14.50 14,50 14.50 13.00 14.50 13.00 14.00 13.50 14.00 13.00 14,50 13,00 14,00 14.50 14.00 13.00 13.00 13.00 13.00 13.00 13.00 14.00 14.00 11.00 11.00 12.00 12.00 11.00 11.50 12.00 11.00 12.00 12.00 12.00 11.00 12.00 11.00 12.00 11.50 12.00 11.00 12.00 11.00 12.00 12.00 12.00 11.00 11.00 11.00 11,00 11.00 11.00 11,50 12.00 Rated In accordance with DOE test procedures (Federal Register 12-27-79 and 3-18-88) and ARI Standards 210. Cooling MSH based on 80°F entering air temperature. 50% RH, and rated air flow. EER (Energy Efficiency Ratio) Is the total cooling output in BTU's at 95°F outdoor ambient divided by the total electric power in watt-hours al those conditions. SEER (Seasonal Energy Efficiency Ratio) is the total cooling output in BTU's during a normal annual usage period for cooling divided by the total electric power input in watt-hours during the same period. 1. MC coils available with a factory installed horizontal drain pan. See price pages for specific model number. — = Not applicable. Johnson Controls Unitary Products 571923-YTG-A-0410 HEATING PERFORMANCE - With Air Handler UNIT MODEL* AIR HANDLER COIL1 MODEL ARI HEATING2 47-F MBH COP KW 17°F MBH COP KW HSPF STD 13 SEER HP WITH MA YHJD30S4(3,4)S4 YHJD36S4(3,4)S4 YHJD42S4(3,4)S4 YHJD60S4(3,4)S4 MA12B MA12B MA12B MA16C MA20D MA20D FC/MC/PC35 FC/MC/PC43 FC/MC/PC43 FC/MC/PC60 FC/MC62 FC64 27.4 28.0 34.6 40.5 57.0 57.0 3.28 3.38 3.40 3.72 3.32 3.40 2.45 2.43 2.98 3.19 5.03 4.91 16.0 16.1 22,2 23.0 36.6 36.8 2.30 2.32 2,60 2.50 2.56 2.60 2.04 2.03 2.50 2.70 4.19 4.15 7.70 7.70 8.00 7.70 7.70 7.70 13 SEER HP WITH AHP / AHX / F'FP YHJD30S4(3,4)S4 YHJ036S4(3,4)S4 YHJD42S4(3,4)S4 "** YHJD48S4(3,4)S3 sS1 YHJD60S4(3,4)S4 AHP30 AHP36 AHX30 AHX36 F4FP040 F6FP030 F6FP036 AHP36 AHX36 F6FP042 FSFP048 F4FP045 AHX42 AHP42 AHX42 F6FP042 AHP60 AHP48 AHX48 F4FP045 F5FP048 f, F6FP048 F5FP060 AHP60 AHX48 AHX60 F5FP060 _ PRPPfMft F6FP060 AHXSO > F6FP060 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 27.4 27.8 27.2 27.2 27.4 27.2 26.8 34.6 33.8 34.4 34.4 35.4 33.8 34,8 35.6 36.4 40.0 40.0 39.0 40.5 39.5 39.5 40.0 45.0 45.0 44.5 44.0 45.0 44.5 57.0 57.0 3.30 3.38 3.48 3.64 3.28 3.36 3.48 3.36 3.62 3.70 3.68 3.56 3.70 3.48 3,64 3.64 3.92 3.70 3.88 3.74 3.84 3.96 3.94 3.80 3,72 3.78 3.78 3.80 3.78 3.40 3.44 2.43 2.41 2,29 2.19 2.45 2.37 2.26 3.02 2.74 2.72 2.74 2,91 2.68 2.93 2.87 2.93 2.99 3,17 2.95 3.17 3.01 2.92 2.97 4.13 3.82 3.84 4.11 3,78 3.84 4.91 4.85 16.1 16.1 15,7 15.4 16,0 15.8 15.4 22.4 21.6 22.0 21.8 22,4 21.6 22.4 23.4 23.8 22.4 22.8 22.2 23.0 22.6 22.2 22.6 26.0 26.0 25.8 27.0 26.6 25,8 36.4 36.4 2.32 2.32 2.44 2.52 2.30 2.36 2.4S 2.58 2.80 2.80 2.80 2.64 2.86 2.64 2.84 2.80 2.64 2.50 2.68 2.50 2.64 2.66 2.66 2.72 2.64 2.68 2.66 2.68 2.68 2.64 2.66 2.03 2.03 1.89 1.79 2.04 1.S6 1.83 2.54 2.26 2.30 2.28 2.49 2.21 2.49 2.41 2.49 2.49 2.67 2,43 2.70 2,51 2.45 2.49 3.69 3.63 3.68 3.69 3.65 3.71 4.04 4.01 7.70 7.70 8.05 8.20 7.70 7.90 8.00 8.00 8.20 8.20 8.20 8.00 8.20 8.00 8.20 8.20 8.20 7.70 8.20 7.70 8.20 8.20 8.20 8,00 8,00 S.OO 8.00 8.00 8.00 8.20 8.20 1. Rated CFM same as for cooling. 2. Heating MBH based on ARI standards of 70° DB entering indoor air, 72% RH outdoor air with 25 feet of interconnecting piping and no supplemental electric heal operation. CP equals MBH output divided by (total KW input x 3.412). HSPF (Heating Seasonal Performance Factor) is the total heating output during a normal annual usage period for heating divided by the total electric power input during the same period. — = Not Applicable. Johnson Controls Unitary Products FC-5T Suite A, FC-4T Suite D, FC-3.5T Suite D 432328-UTG-B-0409 TECHNICAL SINGLE PIECE AIR HANDLERS FOR USE WITH SPLIT-SYSTEM COOLING & HEAT PUMPS MODELS: F6FP018-060 DESCRIPTION This fan coil unit provides the flexibility for installation in any upflow or horizontal application. These versatile models may be used for split-system cooling or heat pump operation. Compact cabinets along with return air options in both the upflow and horizontal positions allow this unit to fit into tight spaces such as attics, crawl spaces, and closets. NOTE: For matching condensing units and performance data, refer to condenser technical guides. FEATURES CABINET -The compact and sturdy cabinet is protected with a durable, attractive finish to prevent rust. The cabinet is also insulated to prevent cabinet sweating. F6FP models have 3/4" insulation. BLOWERS - Blowers are sized to circulate air both quietly and efficiently. The direct-drive, multi-speed, efficient X-13 motors provide a selection of air volume to match, any application. Motor speeds may be selected via quick connect terminal at the motor. Slide-out blower/motor assemblies provide for easy ser- vicing. COILS - The rifled tube coil/aluminum fin coils produce high performance ratings and provide long lasting quality. The coils are capable of bottom return air in the upflow position, and right or left end return air in the horizontal position. FLEX-COILS - For added application flexibility, an orifice meter- ing device or R-22 or R-410A TXV should be installed on "Flex- coils" in the field to meet the required refrigerant choice. ELECTRIC HEATERS - Models providing up to 25kW of heat are available as field installed accessories. Electric heaters are available in both single and three phase. EASY INSTALLATION - These fan coil units are designed to provide the lowest total installation cost. Accessible color coded control wiring, top and side power wiring knockouts, easy to install drain connections and electric heaters all combine to minimize installed cost on every job. CONTROL BOARD - The control board is equipped with low voltage terminal strips for easy Installation. The control board is also equipped with plug-in receptacles for the auxiliary heaters. ISO 9001Certified Quality Management System Due to continuous product improvement, specifications are subject to change without notice. Visit us on the web at www.york.com Additional rating information can be found at www.ahridirectory.org. FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 432328-UTG-B-0409 DIMENSIONS ALL DIMENSIONS ARE IN INCHES AND ARE SUBJECT TO CHANGE WITHOUT NOTICE, CERTIFIED DIMENSIONS WILL BE PROVIDED UPON REQUEST. SHIPPING BRACKET' REMOVE PRIOI TO INSTALLATION (2 SCREWS). 10 DRAIN CONNECTION: FOR HORIZONTA APPLICATIONS VAPOR 4 OPENINi LIQUID OPENIN DRAINCONNECTION: FOR UPFLOW APPLICATIONS 0-3/87-1/2 DRAIN PAN FOOTPRINT MAX. FILTER LENGTH (21 INCHES) MAX. FILTER WIDTH (B MINUS 1,1/2 INCHES) ~—/BOTTOM VIEW Models 018-048 10-3/8 24-1/2 Model 060 20-1/4 BOTTOM OPENING Dimensions Model1 F6FP018H08T" F5FP024H06T" F6FP030H06T" F6FP036H06T" F6FP042H06T" F6FP048HQ6T" F6FP060H06T" Dimensions A Height 40-3/4 40-3/4 40-3/4 40-3/4 50-3/4 50-3/4 51 B Width 18 18 21-1/2 21-1/2 24 24 24-1/2 C Depth 22 21-1/2 D 12-1/8 17-3/8 E 14-7/8 14-7/8 18-3/8 18-3/8 20-7/8 20-7/8 23-1/2 F 16-1/2 16-1/2 20 20 22-1/2 22-1/2 21-19/32 Wiring K.O.s2 J Power 7/8 (1/2) 1-3/8(1) 7/8 (1/2) 1-3/8 (1) 1-23/32 K Control 7/8 (1/2) Refrigerant Connections Line Size Liquid 3/8 Vapor 5/8 3/4 3/4 7/8 7/8 7/8 7/8 1. All models only available with factory installed horizontal drain pan, 2. Actual conduit size is shown in parenthesis. Johnson Controls Unitary Products 432328-UTG-B-0409 COIL TECHNICAL DATA ^ "SS* Models F6FP018H06T" F6FP024H06T" F6FP030H06T" F6FP036H06T** F6FP042H06T" F6FP048H06T" F6FP060H06T" Application A/C&HP A/C&HP A/C&HP A/C&HP A/C&HP A/C&HP A/C&HP Refrigerant Connection Type Sweat Sweat Sweat Sweat Sweat Sweat Sweat Face Area (Sq. Ft.) 3.40 3.89 3.89 3.89 5.35 5.83 6.80 Deep Rows 2 2 3 3 3 3 3 Fins Per Inch 14 14 11 11 12 12 12 Coil Slab Size H 14 16 16 16 22 24 28 W 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Tube Geometry 1 X .886 x.886 X.886 X.886 x.886 X.886 1 x .886 Tube Dia. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Fin. Type Enhanced Enhanced Enhanced Enhanced Enhanced Enhanced Enhanced Metering Device Field Installed Field Installed Field Installed Field Installed Field Installed Field Installed Field Installed COOLING CAPACITY Blower Model Rated CFM Entering Air *F (Dry / Wet Bulb) MBH @ Evaporator Temperature and Corresponding Pressure °F / PSIG 35/61.5 40 / 68.5 45/76.0 50 / 84.0 Upf low/ Horizontal Positions Only F6FP018H06T" F6FP024H06T" F6FP030H06T" F6FP036H06T" F6FP042HQ6T" F6FP048H06T" F6FP060H06T** 615 830 1050 1185 1400 1600 1850 85/72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 36.3 33.4 27.4 22.2 41,5 36,2 29.1 24.1 88.4 70.8 55.2 47.4 88.4 70.8 55.2 47.4 100.5 80.4 62.7 53.9 119.9 96.0 74.8 64.3 119.9 96.0 74.8 64.3 33.0 30.2 24.3 19.3 37.8 32.4 25.3 21.5 76.0 59.4 43.9 41.5 76.0 59.4 43.9 41.5 86.4 67.5 49.9 47.2 101.0 79.2 58,6 55.4 101.0 79,2 58.6 55.4 29.5 26.7 21.0- 16.2 33.7 28.6 24,0 18.7 63.3 48.4 35.8 35.8 63.3 48.4 35.9 35.8 72.0 55.0 40.7 40.7 82.0 62.6 46.2 46.2 82.0 62.6 46.2" 46.2 25.6 23.1 17.7 12.6 29.5 24.5 19.2 15.8 50.0 37.0 29.9 29.9 50.0 37.0 29.9 29.9 56.8 42.1 34.0 34.0 62.2 45.8 37.0 37.0 62,2 45.8 37.0 37.0 Johnson Controls Unitary Products 432328-UTG-B-0409 ACCESSORIES Refer to Price Manual for specific model numbers. VERTICAL SUSPENSION KIT - The suspension kit is designed to be used with ali sizes of fan coil units whenever the application requires vertical suspension of the unit. ELECTRIC HEATERS - Models shown under Electrical Data include sequencers and temperature dual limit switches for safe, efficient operation. Circuit breakers are provided where shown. BOLT-ON THERMAL EXPANSION VALVE - R-22 and R-410A TXV kits are available for enhanced efficiency. EXTERNAL FILTER RACK -The F6FP air handler requires an external filter rack be used, as there are no provisions for inter- nally installed filter. For multi-position applications, specify filter rack assembly 1FR0824, which includes a 1" permanent filter. For horizontal applications, use filter rack 1RF0724. EXTENDED AIRFLOW DATA1 FOR 230 VOLT - HEAT PUMP MODELS LIMITATIONS These units must be wired and Installed in accordance with all national and local safety codes. Voltage limits are as follows: Normal Operating voltage Range1 187-253 1. Utilization range W In accordance with ARI Std. 110. Air flow must be within the minimum and maximum limits approved for electric heat, evaporator coils and outdoor units: Entering Air Temperature Limits Wet Bulb Temp. °F Mln. 57 Max. 72 Dry Bulb Temp. °F Win. 65 Max. 95 CFM @ External Static pressure - IWC NOTE: Air (low data shown above 1/2 w.c. external static pressure is for REFERENCE ONLY. Maximum allowable external static when electric neat is used is limited to 1/2* w.c. Maximum allowabla external static pressure may also be limitsd by minimum CFM requirements for proper Heat Pump operation. 1, Includes Return Air Filter and Largest Electric Heater. All F'F:P series air handler units ara UL Listed up to 1/2" w.c. external static pressure, Including air filter, wet coll, and largest kW size heater. Johnson Controls Unitary Products 432328-UTG-B-0409 EXTENDED AIR FLOW DATA1 FOR 208 VOLT - HEAT PUMP MODELS CFM @ External Static Pressure - IWC NOTE: Air flow data shown above 1/2" w.c. external static pressure is for REFERENCE ONLY. Maximum allowable external static when electric heat is used is limited to 1/2" w.c. Maximum allowable external static pressure may also be limited by minimum CFM requirements for proper Heat Pump operation. 1. Includes Return Air Filter and Largest Electric Heater, All FTP series air handler units are UL Listed up to 1 /2" w.c. external static pressure, including air filter, wet coll, and largest kW size heater. APPLICATION FACTORS-RELATED CFM VS. ACTUAL CFM % Of Rated Airflow Capacity Factor 80% 0.96 90% 0.98 RATED CFM 1.00 110% 1.02' 120% 1.03 Johnson Controls Unitary Products 432328-UTG-B-0409 Physical and Electrical Data MODEL Blower - Diameter Width Motor HP Nominal RPM Voltage Amps Filter1 Full Load Type Size Permanent Type Kit Shipping/Operating Weight (Ibs.) F6FP018H06T" 10x6 1/3 1050 F6FP240H06T*" 10x8 1/3 1050 F6FP030H06T" 10x8 1/3 1050 F6FP036H06T" 10x8 1/2 1050 F6FP042H06T" 11x10 3/4 1050 F6FP048H06T" 11x10 3/4 1050 208/230 2,8 2.8 | 2.8 4.1 6.0 6.0 F6FP060H06T" 11x10 3/4 1050 208/230 7.0 Disposable/Permanent 16x20x1 1PF0601BK 98/93 16x20x1 1PF0601BK 105/100 20x20x1 1PF0602BK 121/115 20x20x1 1PF0601BK 121/115 20x20x1 1PF0602BK 150/144 22x20x1 1PF0603BK 150/144 24x20x1 1PF0604BK 153/147 1. Field Supplied. ELECTRICAL DATA - Cooling Only Models F6FP018H06T" F6FP024H06T" F6FP030H06T" F6FPQ36H06T" F6FP042H06T" F6FP048H06T" F6FP060H06T" Total Motor Amps 208V 2.8 2.8 2.8 4.1 6.0 6.0 6.0 230V 2.8 2.8 2.8 4.1 6.0 6.0 6.0 Minimum Circuit ampacity 208V 3.5 3.5 3.5 5.1 7.5 7.5 7.5 230V 3.5 3.5 3.5 5.1 7.5 7.5 7.5 Max. O.C.P.1 Amps/ Type 15 15 15 15 15 15 15 Minimum Wire Size A.W.G 14 14 14 14 14 14 14 1, O.C.P. = Over Current Protection device, musl be HACR typa Circuit Breaker or Time Delay Fuse. KW & MBH CONVERSIONS - FOR TOTAL POWER INPUT REQUIREMENT FOR 230V OPEFWION MULTIPLY 240V TABULATED KW & MBH BY .918 Johnson Controls Unitary Products 432328-UTG-B-0409 FIELD WIRING CONNECTION - COOLING ONLY FIELD WIRING CONNECTION - WITH HEATER KIT OUTDOOR UNIT THERMOSTAT FAN COIL UNIT , ,., r, .,,,-,_ _ . j ' 6660006 R Y G W2 W1 O C THERMOSTAT R" OUTDOOR UNIT FAN COIL UNIT ~~r * 6666606 R Y G W2 W1 0 C *NOT REQUIRED ON 2 OR 5KW FIELD WIRING CONNECTIONS - COOLING MODELS WITH ELECTRIC HEAT WIRING Air Handler Control Wiring Typical A/C - Cooling only Applications THERMOSTAT BOARD 1 - STAGE R G Y W1 W2 C — | R G Y/Y2 Y1 W2 W1 O HUM X/L COM AIR CONDITIONING Y HUMIDISTAt C Air Handler Control Wiring Typical A/C with Electric Heat Applications AIR HANDLER THERMOSTAT BOARD 1" STAGE R G Y W2 W1 C R G Y/Y2 Y1 W2 W1 0 HUM X/L COM AIK CONDITIONS Y G HUMIDISTAf C t * Dshumldlflcallon control connection ("Humldlstat" Jumper on CFM selection board must be removed). FIELD WIRING CONNECTIONS - SINGLE STAGE HEAT PUMP THERMOS R G Y W2 E W/W1 O X/L C CO And Now Single Stage H/P w AIFTAT __T MTROL /orUPG thStan HANOI BOARD R G Y/Y2 Y1 W2 W1 O HUM X/L COM WIRING -Air Handle Slnglo Stage HP Sy dard Demand Defro .ER r stemsst Control Board HE i 1 HUMIDISTAT*! AT PUMP R Y W1 66 W O X/L C •• * Dehumidilication control connection ("Humldlstat" jumper on CFM selection board must be removed). NOTES: 1. "Y" Terminal on Air Handler Control Board must be connected for (uli CFM and applications requiring 60 second Blower Off Delay for SEER enhancement, 2. Optional Dehumidification Humidistat contacts open on rise. 3. For F4FV model - Rsmovs Humidistat Jumper on CFM Selection Board - if used. 4. For F4FV model - For Heat Pump Applications - Remove Heat Pump Jumper on CFM Selection Board, 5. To change quantity of heat during HP defrost cycle - Reverse connections at W1 and W2 on Air Handler Control Board, 10 Johnson Controls Unitary Products 432328-UTG-B-0409 TYPICAL INSTALLATION POWER WIRING TO MAIN POWER SOURCE POWER WIRING ELECTRIC HOT WATER HEATER - (Musi comply with wolor hoator Inolollalion Inslnjctlora) CONTROL WIRING THERMOSTAT LOWERED TYPICAL APPLICATIONS UPFLOWo o HORIZONTAL RIGHT HAND APPLICATION LEFT HAND APPLICATION Johnson Controls Unitary Products 11 Venstar Commercial Flat Stat T2300FS -23/4'- O A O V 11/4- |<— STANDARD FEATURES: • Low profile design fits flat to wall for attractive, unobtrusive look. Bracket included for drywatl installation. • 7-Day programmable with up to 4 Time periods per day, with copy command • Holiday programming (up to 99 days per year). • 3 Security Levels with setpoint limiting. • 4 Hour Setback Override Timer adjustable in 30 min. increments. • Soft Start - up to 100 units can be started in sequence from a single remote contact closure with no two units starting up simultaneously • Pre-Occupancy Purge - fan runs before programmed occupancy time, adjustable 0 to 3 hours. • Energy Saving Smart Fan - With the fan on continuously, fan runs only in occupied periods or when the system calls for heating or cooling in unoccupied periods. • Thermoglow Continuously Lit Electro-luminous Display. • Display shows both heating and cooling setpoints and room temperature simultaneously. • Maintains temperature to within 1 ° of setpoint. • No batteries required, stat retains correct time for up to 48 hours in case of power failure. • All programming and setpoints stored in non-volatile memory, and are never lost in power failure. • Service filter indicator (adjustable 200 to 1950 hours). • Red/Green LED shows whether thermostat is calling for Heating or Cooling. • 5 minute compressor time guard and adjustable cycle limit, both overrideable for servicing equipment. • On board dry contact closure available to force stat into occupied operation. • Optional tamper-proof remote room sensor available with push-button override. • Thermostat Locking - Set points dan be adjusted only by authorized individuals if this feature is turned on. • Meets California Commercial Title 24. MODEL: JOB NAME: LOCATION: T2300FS QUANTITY: DATE: BUYER: ENGINEER: I BUYER P.O.ft BUILDING ENERGY ANALYSIS REPORT PROJECT: Building A Units 2,3 & 4 2542, 2544, 2546 Gateway Road Carlsbad, Project Designer: Report Prepared by: Michael Dell DELL CO. 1629 York Drive Vista, Ca 92084 760-940-0064 Job Number: nr6-1410 Date: 6/14/2010 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. EnergyPro 5.0 by EnergySoft User Number: 1712 RunCode:2010-06-UT13:47:3 ID:nr6-1410 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form MECH-1-C Certificate of Compliance 3 Form MECH-2-C Air & Water System Requirements 8 Form MECH-3-C Mechanical Ventilation 9 Form MECH-4-C HVAC Misc. Prescriptive Requirements 10 Form MECH-MM Mechanical Mandatory Measures 12 HVAC System Heating and Cooling Loads Summary 13 EnergyPro 5.0 by EnergySoft Job Number: ID: nr6-1410 User Number 1712 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Building A Units 2,3 & 4 6/14/2010 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 2542, 2544, 2546 Gateway Road Carlsbad 7 9,654 n/a GENERAL INFORMATION Building Type: ® Nonresidential D High-Rise Residential H Hotel/Motel Guest Room n Schools (Public School) d Relocatable Public School Bldg. 0 Conditioned Spaces d Affidavit1)0"601 SpaC6S Phase of Construction: 0 New Construction d Addition d Alteration Approach of Compliance: O Component D Overall Envelope TDV n Unconditioned (fne affic|avjt) Front Orientation: N, E, S, W or in Degrees: 180 deg HVAC SYSTEM DETAILS Equipment2 Item or System Tags (i.e.AC-1,RTU-1,HP-1) Equipment Type3: Number of Systems Max Allowed Heating Capacity1 Minimum Heating Efficiency1 Max Allowed Cooling Capacity1 Cooling Efficiency1 Duct Location/ R-Value When duct testing is required, submit MECH-4A & MECH-4-HERS Economizer Thermostat Fan Control Equipment2 Item or System Tags (i.e. AC-1,RTU-1,HP-1) Equipment Type3: Number of Systems Max Allowed Heating Capacity1 Minimum Heatind Efficiency1 Max Allowed Cooling Capacity1 Cooling Efficiency1 Duct Location/ R-Value When duct testing is required, submit MECH-4A & MECH-4-HERS Economizer Thermostat Fan Control Inspection Criteria System SHP 1,2 & 3 Split DX 3 1 54,680 Btu/hr 8.00 HSPF 232,075 Btu/hr 13.0 SEER/ 11. OEER R-4.2 No No Economizer Setback Required Constant Volume Inspection Criteria System HP 1,2 & 3 Packaged DX 3 145,844 Btu/hr 7.70 HSPF 249,289 Btu/hr 13.0 SEER /1 0.0 EER R-4.2 No No Economizer Setback Required Constant Volume FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Pass D D n D n a a n a a a a Fail - Describe Reason2 a a a a a a a D a 0 a a FIELD INSPECTION ENERGY CHECKLIST Pass n a n D n D D D n a 0 D Fail - Describe Reason2 n D n a a a a a a a a n 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. EnergyPro 5.0 bv EnergySoft User Number 1712 RunCode: 2010-06-14713:47:31 ID:nr6-1410 Page 3 of 14 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 5)MECH-1C Project Name Building A Units 2,3 & 4 Date 6/14/2010 Discrepancies: EneravPro 5.0 by EneravSoft User Number 1712 RunCode: 2010-06-14713:47:31 ID:nr6-1410 Page 4 of 14 o oLU LO "5 CO•eCOQ. fe OLU Xo oDCLU LU LU 0. (0 LU LL •oC(0 LU O OO LL O So LL & LU O oT*»o 5 Nng A Units 2, 3ProBum-o-O E to SSfli! ^as IIIitti •-- sitf.8 !!! £12 ! B=5= O — S 15 8 i!!S «ilfl-O 3 °;>. J?fSco -^ :!: _. pli ^l-ll i_ .5* © "a? Q..Q ao COI 2•5 « **o> S•i ££ . o> D).g JS '$.£ i CL g•^ o « = Q_ <1) +5 95 •5t5£ g- Sr.3 i c •o Z"- 5£5 81 .£ -D C t5 |£ o o 8-3 S<1 Im52 Si! fili 1 H a"JD CLir 03 T _ i *- £ y o oj o *O Q) 0) co <D - c£.8|£S ® '5 « *- *• 5 - c g1?!^^ ilff.l-21 TO at _. di <•«*.» •&Q-aea -^jgff^p Q8 -Sffl '5 (O-Sco^-S =!ill f*!"-' t Hi "- a n n D n n n n a n n n D D n n n n n D D Q n n n a n n a a a a n a E3 a D a H H n 1 5.0B2 o 1 o UJIS 10 *o «J-^x•eCOQ. i^^ (0 J oIII Xo oDCUJz UJ o o UJQ.cnz Q UJ U. •o OS UJ O < ^JQ. ^Oo u. O iZ -^ ^^o I CERTIFI01s 0)taO ^°fl CO CM-COs~Project NameBuilding A L$ oUJ oUJ I O LJJ 2 S OUJ g £ E en 3 ^v(A IS n 5 fl) CL S0) >»-— sIB «UJ C. E E § W £55 <D Distributednergy StoracDXACSystemsUJ ±? L.3 O(fl oo "*~ Q) |QQ< c-S'l±; g (S 3 L^ ® 9>O"^ .TO j_ a oc 8 o•g•55 c i 1 1 n D n n n | York YHJD60n n n o n \YorkB2HZ060AOJO c OJx:oCD S ^OTCD ^ n D n n n D n n D n n n n n n n n D n a a n n n a a a a n n n n a a n n a D a n a D n n a D n n n D n n a n n n n D n n a a n n a a n n a a a a a D n n n a n n a a n a a n n n a a D n n a n n n a n n D a n a a n n a s o<o ! o ^-« c Q S (•>E § I S"- CM K 1 ^a>3 ig "2 ,cUl •Q 1 EnerqyProS.O CERTIFICATE OF COMPLIANCE (Part 5 of 51 MECH-1C Project Name Building A Units 2,3 £ 4 Data 6/14/2010 Documentation Author's Declaration Statement certify that this Certificate pi Compliance documentation a accurate and coinptete. Name Signature Company DELL CO.Data (WWW Address CEPEt City/Sfate/Zip Phone The Principal Mechanical Designer's Declaration Statement • I am eligible under Dh/bion 3 of the California Business and Professions Code to accept responsibility for the mechanical design, • This Certificate of Compliance identities the mechanical features and performance specifications required for compliance with TiIls-24, Parts t and 6 of tha California Cods of Regulations. • The design features represented on Ms Certificate of CompHance are consistent with (he information provided to document this design on the other applicable compliance forma, worksheets, calculations, ptensjind spaciScations submitted to the enforcement agency for approval with this builc&ng permit application. ' Name Company Signature Date Address Uoensa*593618 City/Stats»'2p Phone Mandatory Measure a I rxScafo Icxation on buMng plans of Note Bock tor Mandatory Measuras. MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worhsiiwt i» inclucted} For ctetafed instwcttens on ths uss of ihis and all Envrgy Efficiency Standards compliance forms, ctease ts4»r to the 2006 Nonrvsidamkl Manual. Mote; The Enforcement Agency may require a* forms to be incorporated onto the WldingpJans, G3 MECH-1C Certfiteaie ef Compliance. Required on pfam for all aubmlttals. E9 MECH-2C Ueohanical Equipment Summary is required for all aubrnittalg. it MECH-3C Mechanical Venfltetlon and Reheat is requ Ired for all submltlals wlEh mechanteaf ventifatlon. El MECH-40 FanPower Cof^sumptlon Is required lor all prescriptive submlttals. EntffffPro s.OJ fly Entegy.SOt UstrNitmtatt: (712 RufiCodt: 101<M6.14T13:47:3 ID: fl* 1410 Page 7 ofu AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Building A Units 2,3 & 4 6/14/2010 Item or System Tags (i.e.AC-1,RTU-1,HP-1) Number of Systems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating1 Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 1 . Total installed capacity (MBtu/hr) of £ explain which exception(s) to §144(g Indicate Air Systems Type (Central, Single Zone, Packag System SHP 1,2 & 3 3 System HP 1,2 & 3 3 e, VAV, or etc...) Indicate Page Reference on Plans or Schedule and indicate the applicable exception(s) T-24 Sections 112(a) 112(a) 112(b), 112(c) 112(c), 11 5(a) 121(b) 121(b) 121(0 121(c) 122(e) 122(e) 122(f) 122(g) 123 124 8.00 HSPF 13.0 SEER /11.0EER Yes n/a No 981 cfm No No Programmable Switch Setback Required Auto n/a R-4.2 7.70 HSPF 13.0 SEER /1 0.0 EER Yes n/a No 731 cfm No No Programmable Switch Setback Required Auto n/a R-4.2 144(a & b) 144(a&b) 144(a&b) 144(a&b) 144(c) 144(c) 144(c) 144(d) 144(e) 144(f) 144(f) 144(g) 144(i) 144(k) 154,680 Btu/hr 1 33,108 Btu/hr 162,453 Btu/hr 126,027 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp No 145,844 Btu/hr 129,665 Btu/hr 174,502 Btu/hr 123,889 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp No ill electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used ) apply. EnergyPro 5.0 by EnergySoft User Number 1712 RunCode: 2010-06-14T13;47:31 ID:nr6-1410 Page 8 of 14 OCOIX UJ 1- ^^IIIZ111oc Q Z IICAL VENTILATIO<Z Oill S 0 o 1 Q •St- <« COCM" 1 ^I1*lg> Pl«g S2^3 | ya•z. 2%t 2 J 5 UJ tc i T"»CM § Zr>HANICAL VENTILATKi s3 Z I |> CO3m > a IEA BASIS% Z s i * _ X (9 li 111 a u ca $§.t *- || | Sf*1! >- » .2O ^ v^ n 5~o ~-°Ox§ •*t ximo <DC °Nf5 sp°S c c .2 •™5 -- ^ al<0 > P -oOy • (§ o DC 2 O LL tfl u ^ O 5^-0ff a> »&i| 5 — z o- fis !*• •S C8 _.=5 fo^ o E 1 10 CO CO sCO "0 ci N.8 V •* 00 csT 1 to CO h*. 1 c> p>1 Conference•r- O> CO ^5 ,0 05 CS^Wi 1 System Simf^ e K "O C) 00 c:•Q S CO 1 ^5S. C "5 § CO OJ Q.| System H5c I c f.2> i £ F- CEi _co c\i l^ s o Minimum ventilation rate per Sectio ° f> •5 .1 *5o£ 1 CO3 CO ^rposes 1zjQ CO(Ds £ £ H § Og 8o CDJZ "o S? g 1 •g S 1*x of the expected number iBased on fixed seat or the greaterUJ 5 o Q c 1 M V) & SZ £ 3 8 0 CO Cfl< 2rr cCO co •o1c1 M orj CO•-P_0j ^ 01 <DJZ .2 Required Ventilation Air (REQ'D VX Su "5 e Q 1E 2 zc ^=1, or use Transfer Air (collMust be greater than or equal to H— c\i V. G f =E <Q O 0)c 1) x 50%; or the desiqn zoDesign fan supply CFM (Fan CFM-3 0 Condition area (f?) x 0.4 CFM / ft2* os Maximum of Columns H, J, K., or i-1 z %a X c 'oO o toCD Q 03 I %Column L and greater th<This must be less than or equal to2 ,_ O a I a>a 1E a 1 I £ £ i « 11 Siy-o 1°. E5 ilC 3 11.gi.i- 03 <J Q C <D 3•C C cl11I«03 Q) Old) X? c _2 7S C *I£ »_»re the Required Ventilatkie Required Ventilation AiTransfer Air must be provided wheequal to the difference between tlz 5 oo> 1CO o Q **nisi^te^****p § f" 0I her 1712y EnergySoft UserNum4oid 1 FAN POWER CONSUMPTION MECH-4C Project Name Date Building A Units 2,3 & 4 6/14/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Ai Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c A Fan Description Supply Fan B Design Brake HP 0.750 C D Efficiency Motor 77.0% Drive 97.0% E Number of Fans 3.0 TOTALS AND ADJUSTMENTS F!LTE? PRE™ ADJUSTMENT Equation 144-A in §144(c) „ TQTAL RAN SYSTEM pQWER (WATTS SUM CQLUM R 2) SUPPLY DESIGN AIRFLOW (CFM) A) IffNer pressure drop (W is greater than 1 w, W. C. or 3) Tom FAN sySTEM pQWER |NDEX (RQW 1 , RQW 2) pressure drop across the fan (SPf) on Line 5. _4) SPa 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-( SPa-1) /SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 r Volume (CAV) F Peak Watts B X E X 746 / (CXD) 2,247 2,247 5,748 W/CFM 0.39J 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 5.0 by EnergySoft User Number 1712 RunCode: 2010-OS-14T13:47:3 ID:nr6-1410 Page 10 of 14 FAN POWER CONSUMPTION MECH-4C Project Name Date Building A Units 2,3 & 4 6/14/2010 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 using the Prescriptive Approach. See Power Consumption of fan §144(c). A Fan Description Supply Fan B Design Brake HP 0.750 C D Efficiency Motor 77.0% Drive 97.0% E Number of Fans 3.0 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1} TQTAL RAN sysTEM pQWER (WATTS| SUM CQLUM R 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SPa) is greater than 1 jnch W. C. or 3) TOTAL RAN sysTEM pQWER |NDEX (RQW 1 , RQW 2) pressure drop across the fan (SPf) on Line 5. 4) SP4 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-( SPa- 1) / SPf C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 F Peak Watts B X E X 746 / (CXD) 2,247 2,247 5,748 W/CFM 0.391 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 5.0 by EnergySoft User Number 1712 RunCode: 2010-06-14713:47:3 ID: nr6-1410 Page11of14 Project Name Building A Units 2,3 & 4 Date 6/14/2010 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Equipment and System Efficiencies §111:Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123:Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124:Air handling duct systems shall be installed and insulated in compliance with Sections 601,602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1 A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 1B. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2.Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c):Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b):Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e):Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f):All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121 (f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c)Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2.Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. Energy Pro 5.0 by EnergySoft User Number. 1712 RunCode: 2010-06-14713:47:31 ID:nr6-1410 Page 12 of 14 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Building A Units 2,3 & 4 6/14/2010 System Name Floor Area System SHP 1 ,2 & 3 4,780 ENGINEERING CHECKS Number of Systems 3 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 58,000 174,000 36.4 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) 55,000 165,000 13.8 34.5 347.6 1,916 5,748 1.20 418.0 17.1 % 0.21 Note: values above given at ARI conditions SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Total Room Loads 5,605 Return Vented Lighting Return Air Ducts Return Fan Ventilation 981 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Sensible Latent CFM 109,486 13,081 3,401 0 5,474 0 6,153 7,165 981 7,670 5,474 134,258 20,247 HVAC EQUIPMENT SELECTION YorkYHJD60 Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 126,027 39,847 126,027 39,847 Oct1 PM Sensible 71,238 3,562 0 37,476 -7,670 3,562 108,168 133,108 133,108 Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F 63 °F 65 °F r t- - tm . B Outside Air 981 cfm t 69 "F E5, 90 °F * 4_. Supply Fan Heating Coil i 5,748 cfm r *fc f I ROOM I 89 °F B 70 °F J COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 81/66°F 76/63°F 77/63°F 55/54°F BBREB „ ... . fSH Outside Air _j 981 cfm * 75/62°F \i£/ r Supply Fan 5,748 cfm •* ••* L •* Cooling Coil ^43 56 49.5% ROOM 74 1 /54°F fl /62°F J EnergyPro 5.0 by EnergySoft User Number: 1712 RunCode: 2010-06-14T1 3:47:31 ID: nrS-1410 Page 13 of 14 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Building A Units 2,3 & 4 System Name System HP 1.2&3 ENGINEERING CHECKS Number of Systems 3 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 56,500 169,500 34.8 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) 56,000 168,000 14.0 34.5 348.1 1,916 5,748 1.18 410.6 12.7 % 0.15 Note: values above given at ARI conditions Date 6/14/2010 Floor Area 4,874 SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Total Room Loads 3,578 Return Vented Lighting Return Air Ducts Return Fan Ventilation 731 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Sensible Latent CFM Sensible 119,161 9,748 3,340 74,320 0 5,958 3,716 0 0 5,470 8,156 731 27,907 7,670 -7,670 5,958 3,716 144,217 17,904 101,989 HVAC EQUIPMENT SELECTION York B2HZ060A Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 123,889 42,709 129,665 123,889 42,709 129,665 Sep 1 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air 731 cfm t 69 °F 65 °F m 90 °F Heating Coil h = ^ 91 °F fjjjip ; \i£»/ * . Supply Fan 5,748 cfm H <y It 91 °F ROOM J|| 70 °FI COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 82/67°F Outside Air ^ 731 cfm i 75/62°F 76/62°F 55/54°F 56/54°F rfil fc(= W *L Cooling Coil Supply Fan 5,748 cfm — • -^= = ¥ - — i E .1T 57 / 55 °F 49.0% ROOM Ml 74/61°F I EnergyPro 5.0 by EnergySoft User Number: 1712 RunCode: 2010-06-14713:47:31 ID:nr6-1410 Page14of14 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HW BP DATE f 1 Business NameBusinessUUttt Telephone # A*ft*^,ff Code APN# Mailing Address ? CS- ^ Zip Code Plan File# Contact Telephone # The^ollowing questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittai. 5. Organic Peroxides 9. Water Reactives 13. Corrosives 6. Oxidizers 10. Cryogenics u^Other Health Hazards 7. Pyrophorics 11. Highly Toxic or Toxic Materials /?!/ None of These. 8. Unstable Reactives 12. Radioactives 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Fiammafaie Solids PART H: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3 floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. . . FEES ARE REQUIRED. Expected Date of Occupancy: [0 . I 3( I \& YES NO, 63 Is your business listed on the reverse side of this form? (check all that apply).1. 2. 3. 4. 5. 6. D n D D D D Will your business dispose of Hazardous Substances or Medical Waste in any amount? WilS your business store or handle Hazardous Substances in quantities equal to or greater than ,55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? ! your business use an existing or install an underground storage tank? [«K.-Wi!l your business store or handle Regulated Substances (CalARP)? 03 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10}? O CalARP Exempt Date Initials D CalARP Required Date Initials D CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demQJition_or renovation of residential structures of four units or iess. Contact the APCD for more information. 1. 3. 4. YESD Dn N Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/infoffacts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of (he outer boundary of a school (K through 12)? j[Public and private schools may be found after search of the California School Directory at httD://www.cde.ca.aov/re/sd/: or contact the s appropriate school district). EJ /Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? ST* Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities:Briefly describe proposed project: is made herein are true and correctlaity of^perjury that to the best of my knowledge and b if* Date FOR OFFICIAL USE ONLY:FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT MOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (0^07)County of San Diego - DEH - Hazardous Materials Division D