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Home My WebLink About2520 GATEWAY RD; ; CB101099; Permit08-10-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB101099 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2520 GATEWAY RD CBAD Tl Sub Type: 2132611500 Lot#: $170,520.00 Construction Type: Reference #: SPEC ST;E: 4872 SF SHELL TO OFFICE INDUST 0 NEW Applicant: ANDY DZULYNSKY 6363 GREEWICH DR. SUITE 175 SAN DIEGO 92122 858-638-7277 X7277 Owner: DEILLC Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 06/16/2010 JMA 08/10/2010 08/10/2010 1800THIBODORD#320 VISTA CA 92081 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $904.37 Meter Size $0.00 Add'l Reel. Water Con. Fee $587.84 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $35.81 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $4.00 HMP Fee $0.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $3,103.46 $0.00 $0.00 $0.00 $6,546.64 $0.00 $104.00 $110.00 $64.00 $0.00 $3,426,06 $0.00 $0.00 77 $14,886.18 Total Fees:$14,886.18 Total Payments To Date:$14,886.18 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. C*g? 1Q { Est. Value ("70 Plan Ck. Deposit f Date IHallO JOB ADDRESS 2520 Gateway Road SU ITE#/SPACE#/UNIT* 2 PHASE » # OF UNITS « BEDROOMS f) BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Inclutte Square Feet of Affected Areafs) First generation spec office tenant improvement of 1 suite, including new restrooms: Unit 2 = 4,872sf. EXISTING USE vacant office PROPOSED USE spec office GARAGE (SF) 0 PATIOS (SF) 0 DECKS (SF) 0 FIREPLACE AIR CONDITIONING FIRE SPRiNKLERS YESf7|NO| I CONTACT NAME (If Different Font Applicant)Ware Malcomb /Andy Dzulynsja APPLICANT NAME ADDRESS 6363 Greenwich Drive, Suite 175 ADDRESS 1800 Thibodo Road, #320 CITY San Diego STATE CA 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 joey@dei.com PROPERTY OWNER NAME Greene Properties, Inc.CONTRACTOR BUS. NAME White Construction ADDRESS CITY 1800 Thibodo Road, #320 ADDRESS 2540 Gateway Vista STATE CA ZIP 92081 CITY Carlsbad 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/DES1QNER NAME & ADDRESS Ware Malcomb/6363 Greenwich Drive STATE LIC. H C27388 CITY BUS. UC.# (Sec. 7033L.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 therefrom, and the basis for the alleged exemption. Any violation of Section 70315 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm umler penafly of perjury one of the foUwimg rfecterstfons; L_JJ have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. LtjJ have and will maintain workers' compensation, as requirecUiv Section 3700 of the labor Code, for Ihe performance of the work for which this permit, is issued My workers' compensation in«uran*3 carrier and policy number are: Insurance Co S.&ilJLS.?'!yLftoiOC , Policy No. ~:\(o &Q®CO<&!2>&1® { Expiration Dale ( \JCl ( ( This section need not be completed if Ihe permit is forW hundred dolla'is ($100) or less. II Certificate of Exemption: I certify that in Ihe performance of the work for which this permit is issued, i shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers^oVipensatJon coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,OOD), in addition to the cost of compensation, damagesaj! provided for in Section 3706 of the Labor code, interest and attorney's fees. ^CONTRACTOR SIGNATURE vJ*—Jfo J/B—___ Vl If. DJA6EHT DATE I thereby affirm thai I am exempt from Confractor's L feense /.aw for the following reason: | [ I, as owner of the property or ray employees with wages as their sola compensation, will do the work and the structure is no! intended or offered for sale (Sec. 7044. Business and Professions Code: The Conlractor's License law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for . sate. If, however, the building or improvement is sold within one year of completion, the owner-builder will have Ihe burden of proving that he did not build or improve for the purpose of safe). y&4 I. as owner of the property, am exclusively contracting with licensed contractors to construct the project {Sec. 7044, Business and Professions Code: The Confractor's License law does not apply to an owner of ' property who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Conlractor's License Law). D l «n\ exempt under Section Business and Professions Code for this reason:__ ..~ f«M» P"""*t t. i personally plan to provide the major labor and materials for construction of Ihe proposed property improvement. 1 lYes I INo 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone I contractors' license number): 4,1 p!an to provide portions of the work, but I have hired the following person to coordinate, supeivise and provide the major work (include name / address / phone I conlractore' license number): 5.1 will provide some of the work, but I have contracted (hired) Ihe following persons to provide the work indicated (include name / address / phone / type of work): j£fpRQPERTY OWNER SIGNATURE [jj^PENT DATE Is Ihe applicant or future buScSng occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 26505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? f~|Yes I / JNo is the applicant or future building occupant required to obtain a permit from the air pollution control rfislricl or air_guatily management dislrict? |_JYes [71 No Islhefacilitytobeconslnjctedwithinl.OOOfeetoftheouferboundaryofaschoolsite? f^Yes fTjKo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency (or the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name 1J04" l£k/\ a \ ^ f^i \r>l ,•„ Lender's Address [certify thatl have read tte application ami state Uiattheaboveinformafion is correct and tat»einfomwfiononiteplansisaccurate.lagretocomplywfta!ICty^ I hereby authorize representative of the City of Caifsbad to entertipon Ihe above mentioned property for inspection purposes, t ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SA10 CITYIN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the BuiHing Official under Ihe provisions of this Code shall expre by limitation and become null and void if Ihe building or vrork authorized by such permit is not commenced within 180 days from the date of such pern* cr if Ihe buiHing or vwrtaut^^ ^APPLICANTS SIGNATURE f I \ ' 11 .^-J^^^O^A **V. V DATE Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit*: CB101099 Project Name: SPEC STE: 4872 SF SHELL TO OFFICE 2520 GATEWAY RD S Date: 11/01/2010 Permit Type: Tl Sub Type: INDUST Address: Contact Person: DAVE Sewer Dist: CA Lot: Phone: 8586881112 Water Dist: CA Bv: AA-V"] & Inspected Bv: Inspected Bv: Comments: Date ^ 1 Inspected: f lY Date Inspected: Date Inspected: W-8 // '6 Approved: ^ Approved: Approved: """^ Disapproved: Disapproved: Disapproved: City of Carlsbad Bldg Inspection Request For: 11/01/2010 Permit* CB101099 Title: SPEC STE: 4872 SF SHELL TO Description: OFFICE Type:TI Sub Type: INDUST Job Address: 2520 GATEWAY RD Suite: Lot: 0 Location: OWNER D E I L L C Owner: Remarks: Inspector Assignment: RB Phone: 8586881112 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DAVE Entered By: CHRISTINE Act ^-Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection History Date 10/22/2010 10/13/2010 10/13/2010 10/13/2010 09/24/2010 09/24/2010 09/22/2010 09/22/2010 09/22/2010 09/22/2010 09/01/2010 08/30/2010 08/30/2010 Description 39 15 39 44 14 84 14 24 34 44 17 17 34 Final Electrical Roof/Reroof Final Electrical Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Rough Electric Act PA we CO NR AP AP AP we AP AP AP CA AP Insp RB RB RB RB TB TB MC MC MC MC RB RB RB Comments OK FOR METER REL MAIN BRKRS NOT PER PLAN FOR ROOF EQUIP INSP T-BAR T-BAR ff ^?CARLSBAD CITY OF UNSCHEDULED BUILDING INSPECTION B-44 Development Seryices Building Division 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 DATE: PERMIT #: JOB ADDRESS: DESCRIPTION: INSPECTOR: CONTACT: PHONE #: CODE DESCRIPTION ACT COMMENTS Bldg Inspection Form Page 1 of 1 Rev. 06/09 EsGil Corporation In Partnership with government for <Buiftfing Safety DATE: 8/5/10 JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-1099 SET: II PROJECT ADDRESS: 2520 Gateway Rd Suite 2 PROJECT NAME: Spec Suite 2 - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. XI 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: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person XI REMARKS: Applicant to make changes in red on sheet P-1.0 to city held sets. By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 7/29/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 *• (858)560-1468 4 Fax (858) 560-1576 SB=S= .111....^== EsGil Corporation In Partnership with government for (Building Safety DATE: 6/25110 __ JURISDICTION: City of Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 10-1099 SET: I PROJECT ADDRESS: 2520 Gateway Rd Suite 2 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 codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 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. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andy Dzulynsky (\ .Ml Telephone #: 858-638-7277 ext 1307 Date contacted:^ \V& I tO (by: If- ) Fax #: 858-638-7506 Mail Telephone,_/ Fax*/ In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 6/21/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 10-1099 6/25/10 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 1O-1099 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: 4872sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 48 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, Unifornh 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 10-1099 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. Please clarify the wall legend not all wall type are shown, indicate on the plans the wall type and reference the appropriate construction details. 2. 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. 3. 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. 4. 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. 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. 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 note in the general wiring notes on the plans "AC Cable is not allowed in A, B, E, H, F, M, S and I occupancies. NM cable is restricted (without City City of Carlsbad 10-1099 6/25/10 approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". Sheet E-7 was missing from these plans. 9. 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? 10. Please clarify the roof plan to identify the outside air intake and restroom exhaust termination. 11. Please revise the plumbing isometric to show the floor drains in the restrooms. 12. 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). 13. 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 Q No a 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 10-1099 6/25/10 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 10-1099 PREPARED BY: Doug Moody DATE: 6/25/10 BUILDING ADDRESS: 2520 Gateway Rd Suite 2 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 4872 cb Valuation Multiplier 34.37 By Ordinance Reg. Mod. VALUE ($) 167,451 167,451 $893.45 Plan Check Fee by Ordinance Type of Review: EH Repetitive FeeRepeats Complete Review D Other r—| Hourly EsGil Fee Structural Only Hr. $580.74 $500.33 Comments: Sheet 1 of 1 macvalue.doc + City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDIN PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 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 IGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: ATTACHMENTS D Dedication Application/Checklist 0 Encina Wastewater Screening Survey D Encroachment Application/Checklist D 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): "PIP Lot No.: ~ I I Recordation: Subdivision/Tract: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-272O • FAX (760) 6O2-8562 BUILDING PLANCHECK CHECKLIST 3RD SITE PLAN 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 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. n 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. uTING PERMIT NUMBER , DESCRIPTION BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. a a 4b. All conditions are in compliance. Date: 5. DEDICATION REQUIREMENTS 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 %" 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 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 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. Thjs 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 ,sr 2 ND 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: 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 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 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: _^ D D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) fj 7d .No Grading Permit required. D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 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 ,ST1s" 2NU 3KU 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 CD CD 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 D D 10c. Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW ) CD CD CD 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 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. [H CD CD 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. CD CD CD 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. CD CD CD 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 CD CD CD 101. Prepare and submit of a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by City. CD CD CD 10m. Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit. (- Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DEVELOPMENT FEES EK CH [H 11. -SI Required fees have been entered n -h) More information needed Q No fees required WATER METER REVIEW 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 >f A U-, , t the life of the meter, the City will not accurately bill the owner for the water used.<£>cri&fa2^• 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. 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 3R° WATER METER REVIEW continued n 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. 13. Additional Comments: Rev. 2/02/09 ENGINEERING DEPARTMENT FEE CALCULA TION WORKSHEET O / Estimate based on unconfirmed information from applicant. GK Calculation based on building plancheck plan submittal. Address: 25 ^T^A/A K>b Bldg. Permit No. C-13 — Cfb Prepared bv: YO Date: </fe ( M "0 Checked bv: Date: t/ ( ( , £P£/ CALCULA TIONS: List types and square footages Types of Us«5HE LL TO M» O- Sq. Ft./Units: ' I Types of Use: Types of Use: Types of Use: APT CALCULATIONS: List Types of UseMt^H- it? CF Types of Use: Types of Use: Types of Use: FEES REQUIRED! \ Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: types and square footages^iO/ Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: forallusesfe faTbRSfc sm m '\£>GO EDU's: I -l^f EDU's: EDU's: EDU's: for all uses^5Eg f fcve^SC 5ipe We Cfr- L> (^,$12-) ADT's: ~7^> . ADT's: ADT's: ADT's: WITHIN CFD: lETYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) O NO D 1. PARK-IN-LIEU FEE: NW QUADRANT ME QUADRANT SE QUADRANT SW QUADRANT FEE/UNIT: X NO. UNITS: = $ ». TRAFFICJMPACT FEE C ADT>/bNITS: ^3 X FEE/ADT: Y^. & K a 3. BRIDGPANO THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT'S/UNITS: X FEE/ADT: D 4. FACILITIES MANAGEMENT FEE UNIT/SO. FT.: >. SEWER FEE EDU's: BENEFIT AREA: H EDU's: ZONE: X FEE/SQ.FT./UNIT: O 6. DRAINAGE FEES PLDA _ : ACRES: _ D 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE X FEE/EDU:_S12. HIGH _ /LOW X FEE/AC: _ METER FEE SDCWA FEE IRRIGATION F \FARMERVKATHYMWASTERS\FEE CALCULATION WORKSHEET.doc200S.doc R«v. 7/14/00 BD U i T 2.71 20,ICOO = 73 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 •X 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 requirements" box in Section 3 below. ^ 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1)•" If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet POP requirements" box in Section 3 below. 3. Is the project solejy 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 PDF 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. Piease check the "does not meet POP requirements" box in Section 3 below. SECTION 3 Questionnaire Results: Q 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 POP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box This Box for City Use Only Address:Assessor's Parcel Number(s): Applicant Title: (UrO Date: E-34 Page 3 of 3 REV 3/23/10 ~ STORMWATER n , c .;f^> STANDARDS Development Services ^ ' AI>ILIAKU2* Engineering Department CIT^OF QUESTIONNAIRE ISSS Faraday Avenue 760-602-2750 www.carlsbadca.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 finai assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project. Please answer the questions below, follow the instructions and sign the form at the end. 1. Is your project a significant redevelopment? yUtf 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.carisbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria:YES NO 1. Housing subdivisions of 10 or more dwelling units. Examples: sin condominium and apartments lie family homes, multi-family homes. 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. 3. 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 shop, 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. 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. All 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 than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4. 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 {Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Contra! Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Muiti Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of ihe 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 built with pervious surfaces or if they sheet flow to surrounding pervious surfaces. ___^_^___ ,— •-.•--.• Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet POP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type{s) of construction permit: si Building Permit Q Right-of-Way Permit Ay 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* No Threat Assessment Criteria 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 below. 77erf - Low Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type {See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction acSvities (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 Carisbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). TierB • Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 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 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must stilt adhere to, and at all times during construction activities for the permit type(s) check above comply with thestorm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Consttudion SWPPP Tier Level is warranted. 8-24 Project Address: Owner/Owner's Authorized Agent Narfif: Off] larff &_Assessor Parcel No. ent Signature: City Concurrence: " a HO o/ Page 1 of 1 Tilfe: Date: Project ID: Rev.03/09 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB101099 DATE 6/18/10 ADDRESS 2520 GATEWAY RD #2 RESIDENTIAL ADDITION- POOL/SPA Ml NOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER TENANT IMPROVEMENT-SECTIONS ADDED RE; SCREENING OF ROOF MOUNTED EQUIPMENT PLANNER GINA RUIZ DATE 6/18/10 ENGINEER DATE H:\ADMIN\COUNTER/PUNNING/ENr,INEEMNfi APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 08-02-2010 Reviewed Name: Address: BLDG.DEPTCOPY Permit #: CB101099 Job Name: SPEC STE: 4872 SF SHELL TO OFF Job Address: 2520 GATEWAY RD CBAD INCOMPLETE Theitem you have submitted forj&vi&vns incomplete. At this time, this office cannot adequately conduct a reviev^^determine comptiSnce with the applicable codes and/or standards. Please review carefully all comments attachedT^JsaseCfesubmit the necessary plans and/or specifications, with changes "clouded", to this office for review fphipfjroval. Conditions; Cond:CON0004111 [NOT MET] & *** Bubble all Changes*** 1. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. Indicate on reflective ceiling AND electrical sheets. CFC 1006 2. Both existing and new exit signs shall be illuminated internally or externally at all times. Illumination shall be provided by emergency back up power for a duration not less than 1 1/2 hours in case of power failure. Indicate on reflective ceiling AND electrical sheets. CFC 1212 (2001) 3. Sheet Al.l FEC shall be relocated according to the following requirement: Indicate Fire Extinguisher locations. Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. Entry:J)7^L2/2010 By-csyong Action: CO :ON0004144 [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: 08/02/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 07-12-2010 Reviewed Name: ANDY DZULYNSKY Address: 6363 GREEWICH DR. SUITE 175 SAN DIEGO CA 92122 Permit #: CB101099 Job Name: SPEC STE: 4872 SF SHELL TO OFF Job Address: 2520 GATEWAY RD CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions; Cond:CON0004111 [NOT MET] *** Bubble all Changes*** 1. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. Indicate on reflective ceiling AND electrical sheets. CFC 1006 2. Both existing and new exit signs shall be illuminated internally or externally at all times. Illumination shall be provided by emergency back up power for a duration not less than 11/2 hours in case of power failure. Indicate on reflective ceiling AND electrical sheets. CFC 1212 (2001) 3. Sheet A 1.1 FEC shall be relocated according to the following requirement: Indicate Fire Extinguisher locations. Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. 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LU ^ <C C7^ Q 0 UJ iO P c>QI m Q tt- ^UJ 1— <! O C5UJ-> o O CM Q. CSl O1t .. 11 UJ_j =< ooQ 'N^. (/) ••— OOi 'Q gi °: W PQ S 6101 &a| If jt llfli iffi1 P.S Mil « *' R..W iO <NO to sg CO ^^~ s O» O to to AVM NOIiVAONNI 31NVOHV 10 CM O o O 00 CO O o(O CL wwina ao Noiswtoans ivtxji ton ION AVN si33itvd s.aossassv TWOHS viva M JQ Aovanxw M »J annssv si urwn ON -AINO iranssassv aoj SVM dvn i STRUCTURAL CALCULATIONS Building 'D1 Spec Suite Ocean Collection @ Bressi Ranch Tl Carlsbad, CA Sheets 1D thru SD PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel ($58) 487-0311 . Gdnte rrninous 48 States 2005 ASCE 7 Standard Latitude = 33.127807 Longitude = 417:255916 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 on a 0:009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.109 (Ss, Site Class B) 1.0 0.420 (SI, Site Class B) Conterminous 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 = 1.056 ,Fv = 1.58 Period Sa (see) (g) 0.2 1.171 (SMs, Site Class D) 1.0 0.664 {SMI, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33,127807 Longitude - -117.255916 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 xSMs and SDl = 2/3.x SMI Site Class D - Fa = 1.056 ,Fv = 1.58 Period Sa (sec) (g) 0.2 0.781 {SDs, Site Class D) 1.0 0.443 (SDl, Site Class D) 2Kf0-160 BLDGD HP/2-1 FLOORMOUNTED MECHANICAL UNITS ASCE 7-05 (13.3.1) UNIT W'l> 1 Fu*9 V fsf I CUM ' J/-V T.-•V* I Y/2 / Wp = Y=* y =x=^ Sos = a ••=' Rp = ^ I. a'•J "_- <i 'P/ '^ 2/fl - 562.00 Ibs. 42.00 in, 14.00 in. 42.00 in. 0.781 1.00 2,50 1.00 1 f\f\.00 Vt I'I SEISMIC DEMANDS ON NONSTRUGTURAL COMPONENTS - ASCE 7-05 13,3.1 .4'ap-SDS-Wp-(1 +2.-z/h)/(Rp/lp) = 1.6-SBS-IP-WP= 0.3'SDS'lp-Wp = rp.max" ' p.min" c -rp 0.2-SDS-WR = 0.375 W0 1,250 Wtt 0.234 W0 0.375 W0 210.68 Ibs. 0.156 W0 UPLIFT CHECK (ASD) P9=0.7-[Fp-(Y/2+y)/XH-Fl,v Based on 50% of Wp LOADING CHECK (ASD) Based on 67% of Wp 0.273 Wp 0.500 Wb 0.273 Wp 0.667 Wp 0.940 1,33 = (ASCE 7-05 13.3-1) (ASCE 7-05 13.3-2) (ASCE 7-05 13.3-3) 153.62 Ibs. 281.00 Ibs. >Pe. NO UPLIFT 0.705 Wp PL •«• SEISMIC GOVERN 2K10*160 BLDGD SHP/2-1 FLOOR MOUNTED MECHANICAL UNITS ASCE 7-05 (13.3.1) TOltVfEjob: iWEERSsM TOW Wp Ifc* CU11B Y- y: y/i Rp = 10 = 248.00 Ibs. 42.00 in. 14.00 in. 34.00 in, 0.781 1.00 2.50 1,00 Pe IW SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS - ASCE 7-05 13.3.1 0,375 Wp 1.25QWP • 0.234 Wp 0.375 Wp 92.97 Ibs. 0,156 Wp UPLIFT CHECK (ASD) Pa-0.7-[Fp-(Y/2-t-y)/X +• Fp|V/2] - BasecJ gn 50% of Wp Pd = LOADING CHECK (ASD) Based on 67% of Wp P<j = 0.325 0.500 0.325 Q-667 80.55 Ibs, 124.00 Ibs. 0,991 Wp/1.33 =0.744 Wb (ASCE 7-OS 13.3-1) i(ASCE 7-05 13.3-2) {ASCE 7-05 13,3-3) > Pe. NO UPLIFT PL + SEISMIC GOVERN Cs3B 22" TJI L90 2K10-80 /~\ SEAN I.ENGT1J = 20.50 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl XI 0.128 0.175 0.160 0.000 0.00 5.00 X2 20.50 9.00 S £t) Pd 0.198 REACTIONS LOAD Dead Live Total PI 0.000 (V X 16. 75 LEFT 1 . 809 1 . 640 3. 449 RIGHT 1. 713 1.640 3. 353 MAXIMUM FORCES V max — M max = 3.45 k @ 19.02 kft @ 0.00 ft 9.55 ft DEFLECTIONS LOAD Total Live Dead TOTAL Defl £ / 180 L / 240 L / 360 LIVE Defl L / 240 L / 360 L / 430 (El - kin*2) Defl (±n) 1361741/EI 635796/EI 725833/EI El 996396 1328528 1992792 El 620289 930433 1240578 X (ft) 10.17 10.25 midspan £ •» . .y . - NEW 4X 06/15/10 2E10-16Q Ob3T (8U (slpl2vlsOb4148TBEAM ANALYSIS PROGRAM (slp9vlsOb4148T SPAN LENGTH = 8,00ft (Simple Span) (6.43) (80 (sOplO.OO UNIFORM LOADS (k/ft & ft) wd wl XI X2 0.032 0.040 0.00 POINT LOADS (k fi ft) Pd Pi X 8.00 0.746 0.000 4,00 REACTIONS (k) LOAD LEFT RIGHT Dead Live Total 0.501 0.160 0.661 0.501 0.160 0 . 661 MAXIMUM FORCES V max = Vd max = M max = Md max = DEFLECTIONS LOAD Total Live Dead 0.661 k 8 0.501 k @ 2.068 kft @ 1.748 kft 0 (El = kinA2) Defl (in) 20386/EI 3686/EI 16699/EI 0.00 ft 0.00 ft 4.00 ft 4.00 ft X (ft) 4.00 4.00 midspan Pos. Moment Lu = 1.00 ft Brace Spacing = 1.00 ft Gov. Deflection : Total — L/240 Recjuiired: El = 50964 3tLnA2 4x6 #2 Actual : 3.5" x 5.5" Design per 1991 NDS Douglas Fir-Larch; STRESSES (psi) Shear @ 'd1 : *V = 0.49: k 8 7.54 ft *Fv = 86 ff ** 38 44 % El>' = 1420 ffat = 1406 99 % Live LDF'» 1.25, Cf = 1.30, Cl =1.00 * Governed by Dead LDF = 0.90 PEFLEGTIQNS (in) (E. « 1600 ksi) Total = Live = Dead = 0.26 0.05 0.22 =• = L L / 366 /2022 66 % 18 % REFERENCE MATERIAL Page 8 of 18 ESFM153 TABLE 3—PROPERTIES FO.R.UI JOISTS BASIC PROPERTIES joist Depth (in-) Joist Weight (Plf) Resistive Moment (ft.-1bs.) (10) Vert. Shear (Ibs.) El X10S bs.-in.3 K REACTION PROPERTIES END REACTION (ibs.) 1-3/4" 2-1/2" (9) Bearing Length Web Stiffeners NO YES 3-1/2" Bearing Length Web Stiffeners NO YES Nails Req'd for U/flh Stiff. INTERMEDIATE REACTION (Ibs.) 3-1/2" 5-f/4"(7l Bearing Length WebStffeners NO YES 5^1/4" 7»(7) Bearing Length Web Stiffeners NO YES Nails Req'd for Web Stiff. TJ1 110 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 3-8d 1935 1935 1935 NA 2295 2295 2350 2350 2350 NA 2705 2705 NA 3,8d 3-8d TJ1210 9-1/2 11-7/8 14 16 2.5 2.8 3.1 3.3 2360 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 3-8d 2145 2145 2145 2145 NA 2505 2505 2505 2565 2565 2565 2565 NA 2925 2925 2925 NA 3-8d 3-8d 3-8d TJI 230 9-1/2 11-7/8 14 16 2.7 3.0 3.3 3.5 3175 4015 4755 5440 1330 1655 1945 21SO 183 310 454 618 4.5 4.5 4.5 4.5 1035 1035 1035 1035 NA. , <t.395> 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 3150 3150 3150 NA 3^8d 3-8d 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 2190 2425 2660 249 419 612 830 1085 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 3-8d 3-8d 3-8d 3-8d TJI 560 9-1/2 11-7/8 14 16 18 20 3.6 4.0 4.2 4.5 4.8 5.1 7355 9500 11275 12925 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*164 3-1 6d 3-1 6d 3-16d 3^16d 3000 3000 3000 3000 3000 3000 NA 3475 3475 3475 3475 3475 3455 3455 3455 3455 3455 3455 NA 3930 3930 3930 3930 3930 NA 3-16d 3-1 6d 3-16d 3^1 6d 3-1 6d TJI L65 9-1/2 11-7/8 14 is: 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 16085 17205 1675 1925 2125 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 2900 2900 2900 NA 3-8d 5-8d 6-8d 7-8d 8-8d 9-8d 10-8d 11 -8d 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) 4850(7} 4975(7) 3365 3365 3365 3365 3365 NA NA NA NA NA NA NA 3735 3985 4105 4230 4355 4480 4605 5345(7) 5470(7) 5590(7) NA 3-8d 5^8d 6-8d 7-8d 8-8d 9-8d 10-8d 11 -8d 12-8d i3-8d See notes at the end of the table. 9 oft 8 ESR.tl.S3. TABLES-CONTINUED BASIC PROPERTIES Joist Depth (in<) Joist Weight (plf) Resistive Moment (ft,-lbs,) (10) Vertij Shear (tbs^l { I El x 10s lbs,-in.2 K REACTION PROPERTIES END REACTION (Ibs.) 1-3/4" 2^/2" (9) Bearing Length Wfeb Stiffeners NO YES 3-1/2' Bearing Length Web Stiffeners NO YES Nails Retfd for \Afohvveu Stiff, INTERMEDIATEREACTION (Ibs.) 3-1/2" 5-1/4" (7} Bearing Length Web Stiffeners NO YES 5r1/4? 7"(7) Bearing Length Web Stiffeners NO YES Nails Req'd forVAUU Stiff. [ TJIL90 9 1/2 11-7/8 14 1& 18 20 22 24 26 28; 3d 3.S 4.2 4.5 4.7 5.0 5,3 5.6 5,8 6.1 6,4 6.6 7415 9605 11430 13115 14785 16435 ,- "T8075 19700 21315 22915 24510 1675; 19251 ! 2125 233CJ 2535 . 274Ci 29$ 3069 290(i 2900 290d 365 621 913 1246 1635 2085 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 1875 1885 1885 1885 teas ..NA NA ~ NA NA NA NA NA 1925 2125 2330 2515 2§7A-- " 2830 2830 2900 2900 2900 NA 2-16d 3-1 6d 4-16d 4-16d -5cl6A- 6-l6d 6~ied 7-16d 8-16d 8-16d 3350 3350 3350 3350 3350 NA ~NNA~ NA NA NA NA NA 3665 3825 3980 3980 414Q 5090 5405 58000 5800(7) 5800(7) 3965 3965 3965 3965 3965 NA NA NA NA NA NA NA 4285 4440 4600 4600 4755 5705 6020 5800(7) 5800(7) 5800(7) NA 2-16d 3-16d 4-1 6d 4-16d 5-16d 11-16d 13-16d 14-l6d l5-T6d 17-1 6d ! TJIH90 11-7/8 14 16 18 20 22 24 26 28 30 4.3 4.9 5.2 5.4 5,7 6.0 6.3 6.5 6.8 7.1 10960 13090 15065 17010 18945 20855 22755 24645 26520 28380 1925 2124 233fJ 2535 274Q 2935 3060 290(i 2900^ 29d;4 687 1015 1389 1827 2331 2904 3549 4266 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 2-16d 3-1 6d 4-1 6d 4-1 6d 5-1 6d 6-16d 6-1 6d 7-16d 8-1 6d 8-1 6d 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 5800(7) 5800(7) 5800(7) 2-1 6d 3-1 6d 4-1 6d 4-1 6d 5^1 6cf 11'1id 13-16d 14-16d 15^16d 17-16d ! TJIHD90 11^7/8 14 16 18 20 22 24 26 28 30 32 11-7/8 14 16 18' 20 22 24 26 28 so; 32 5,4 5,7 6,0 6,3 6.7 7.0 7.3 7.6 7,9 8.2 8i5 14075 16920 19550 22150 24725 27280 29815 32330 34830 37310 39785 2320 2565• - - -p 2790. 3021? 3256 348(j 371,0 3940'' f4165 4375, 4375\ 826 1232 1695 2239 2866 3579 4380 5272 6258 7339 8519 6.0 6,0 6.0 6.0 6.0 6-0 6.0 6.0 6,0 6.0 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) 3250(9) 3475(9) isoo(9)(ii1 3SOO(9)(11I 3500(9}(11> 3SOO(9)(11) ')500(9)(11) 2150 2150 2150 2150 NA NA NA NA NA NA NA 2320 2565 2790 3020 3250 348(5 3710 394Q 4165 4375 4375 4-1 6d &16d 8-1 6d 8-16d: 10-16d 10-16d l2-16d 14-1Sd 14-16d 16-1 6d, T8-16d 3995 3995 3995 3995 NA NA NA NA NA NA NA 4650 4980 4990 5310 5425 5425 5425 5985(7) 8985(7) 7310(7) 7640(7) 4690 4690 4690 4690 NA NA NA NA NA NA NA 5345 5670 5670 6000 6330 6330 6655 7675(7) 7/675(7) 8005(7) 8335(7} 4-16d 6-1 6d 6-1 6d 8-1 6d 1(J-1 6d 10-16d 12-16d 14r16d 14-16d 16-16d 18-16d ! ' TJI HS90 ^6,0 6,3 6.6 7,6 7,3 7.6 7.9 8-2 8,5 8,8 9.1 16050 19425 22550 25640 28695 31725 34730 37715 40680 43630 46560 2320 2565' 2790 3020 3250 34W 3710 3940; 416-5 " ' I 4375 900 1355 1876 2488 3195 3998 4901 5905 7014 8230 9555 6.0 6,0 6.6 6,0 6.0 6.0 6.0 6-0 6-0 6.0 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) 3250(9) 3475(9) 3500(9)(11) 3500(9)(11i 3500(9)(11j 35QO(9)(11J 1500(9)(i1, 2150 2150 2150 2150 NA NA NA NA NA NA NA 2320 2565 2790 3020 3250 3480 3710 3940 4165 4375 4375 4:-16d 6-1 6d 6-1 6d 8-ied 10-16d ;10-16d 12-16d 14-ISd 14-16d 10-16d 18-l6d 3995 3995 3995 3995 NA NA NA AM HA NA NA 4350 4980 4980 5310 5425 5425 5425 6985(7) 5985(7) 7310(7) 7640(7) 4690 4690 4690 4690 NA NA NA NA NA WA NA 5345 5670 5670 6000 6330 6330 6655 7675(7) 7675(7) 8005(7} 8335(7) See notes at the end oflhe table. 4-16d 6-16d 6-16d 8-16d 10-i6d 10-16d 12-16d 14-16d 14-l6d 16-16d 18^16d Page 10 of 18 TABLES—CONTINUED BASIC PROPERTIES Joist Depth (In,) SI/2 11-7/8 14 16 Joist Weight(plfj Resistive Moment (ft.-lbs.) (10) V0rt. Shesr (Ibs,) x.TOs lbs.-lri.2 K REACTION PROPERTIES END REACTION (Ibs,) 1-3/4" Z-V2"&) Bearing Length Web Stiffeners NO YES 3-1/2" Bearing Length Web Stiffeners NO YES Nails Req'tf for Web Stiff; INTERMEDIATE REACTION (Ibs.) 3-1/2' . S-V4"(7) Bearing Length Web Stiffeners NO YES 5-1/4" 7" (7) Bearing Length Wete Stiffeners NO YES Nails Req'clfor Web Stiff, TJI 100C 2,5 2.7 3.Q 3.2 2605 3350 3915 4430 1120 1420 1710 1970 184 314 461 628 4,5 4.5 4.5 4.5 112CI 1125 1125 1125 NA 1420 1480 1480 1120 1405 f405 1405 NA 1420 1710 1760 NA 3-8<J &«d 3-8d 2285 2285 2285 2285 NA 2640 2640 2640 2795 2795 2795 2795 NA 3155 3155 3T55 NA 3-8d 3-sa 3-8cl 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 1T25 1125 1125 1420 1480 1480 1405 1405 1405 1420 1710 1760 3-8d 3-8d •3-S.d 2595 2595 2595 2950 2950 2950 F3175 3175 3175 3535 3S35 3535 3-83 3-8d 3-8d For SI: 1 inch = 25.4 mm, 1 plf = 14 59N/m, 1 ft.,tb. - 1,3.56 N-m, 1 1b.-ln/ = 2:87 kN-mm/ FOOTNOTES FOR TABLE 3: 1. Refer to Figure 1 for web stiffener details. 2. Deflection is calculated asT Uniform load:22.5WL4 . 12WL2 El KdxtQ3 Concentrated loadat midspan: A =36PL* 24PL KdxiO Where: P = Concentrated load, pounds; W = Uniform load in pounds per lineal foot, d = Out-to-oitt depth of joist, inches, L = Clear span in feet E| = From table. K = From table. 3. The stated allowable design properties are for loads of normal duration. Adjustments to the allowable design values must be in accorclarfc? with the applicable code, with the exception noted in footnote 10 below. 4. Interpolation between bearing lengths and joist depths is permitted for allowable design reactions. f. The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided Iff the web stiffener. 6. Allowable; bearing lengths have been determined based on Weyerhaeuser TJi Joist products. Allowable bearing on supporting members must be checked. 7. Allovvablei bearing reactions for 5-1/4-incn and 7-ineh bearing lengths: at intermediate supports. 8. Joist weights shown are calculated on a rational basis, are based on the heavier of easterrt or western species products and are suitable for dead load calculation. Contact the producing plant for shipping weight information if needed, 9. Applicable to TJI HD§QandTJI HS90 joists only. Areas indicate allowable bearing reactions fora 2-1/2 inch bearing length atend supports, 1-3/4 Inch end bearing lengths are afeo permitted; With allowable reactions of 16QQ Ibs;, Without web stiffeners for depths yp to and including 18 inches; with web stiffeners the allowable reaction is 2255 Ibs. for the Tl-7/8 inch depth and 2450 Ibs. for all Other depths. to. The resistive moment capacities listed in Table 3 may not be increased by any code allowed repetitive-member use factor, 11. AppHcable^ to TJI HD90 and TJIHSSO joists only. Reaction capacities based on"applicablehanger seat length(interpolated 9? per note:; 4 above) may be increased §1Q Ibs when supported by Simpson Strong'Tie Co, HWI or VVPU joist hangers with a minimum of 4 10d common nailsinstalled through the joist hanger stirrups and into the joist web stiffener and web. TABLE ^PROPERTIES FOR USE IN SECTION 4.2 TJI JOIST SERIES rJiiio rJI210;TJ!23Q TJI 360 rJiseo rJiiQoe;TJf3ooC rjIL6SrTJlL;9a,TJIH90 rjlHD90,TJIHS§0 TJI JOIST DEPTH (Inches) S14 S18 sie S20 sis £24 £24 Viz (Ibs.) 1,680- 1,655 1.705 2.050 1.420 1,925 2.320 K 1&6U 16,55 17.05 20.50 14.20 19.25 23.20 ForSi; r Inch = 25,4mm, 11b. = 4,448 N, 1 pif=14,59 N/fii. Affinity BHZ -13 SEER Single Pkg, EM10A HP Date: 6/9/2010 Order No; Page: & Project-Name: OceanSpeeSuites Purchaser; West Air Mechanical Model ft B2HZ042A25 Quantity: 1 Tag#: PHP-3.5T Suite D System: B2HZ042A25 Cooling Performance Total capacity Sensible capacity Refrigerant type^ Seasonal Efficiency (at ARl) Efficiency (at ARl) Ambient DB temp. Entering DB temp* Entejihg WB ternp. Leaving DB temp. Leaving WB temp. Powerinput (W/o blower) Sound power 40.8 MBH 31.6 MBH R410A 13.00 SEER 11.25EER 95 °F 80 °F 67 T 59.6 "F 58.1 °F 3,60 kW 77dB(A) Heat Pump Performance Capacity @ 47 °F HSPF Capacity <S} 17 "F COP a 47 °F 40.00 MBH 7.7 23,20 MBH 2.30 3.00 Supply Air Blower Performance Supply air.Ext static pressure Unit static resistanceBlower speed Blower speed descriptionDuct locationMotor rating Actual required B HPPower input ElevattoilDrive type 143SGFM 0.96lVV(3 0.02 IWG 1092 RPM Hi Bottom 0.75 HP 0.75HP 0.62 kW O'ft. DIRECT Electrical Data Power supply Min circuit ampacity Max over-curfent protection 23Q-3-6Q 24,00 Amps 30 Amps Dimensions & Weight Hgt 42 in. Len 49 in. Weight with factory installed options Wth 47 in, 435 Ibs. Clearances Right Top 24 in. 36 in. Front Bottorri 12-in. Oin. BackLeft 0 in. 24 in. 3.5 Ton • YORK Affinity® Series packagedl unit$ are manufactured at an ISO 9(301 registered facility and each rooftop is completely computer-run tested prior to shipment, STANDARD FEATURES • Unit Cabinet Constructed of Powder Painted Steel, Certified At 10QO Hours Salt Spray Test (ASTM B-117 Standards). • Single speed scroll compressor • ECM 2,3 (Variable 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 recitiirements of ASHRAE 62-89 Indoor Air Quality standard. • Full perimeter, reinoivable 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 aUcoroponents • Single piece water-shed top cover and drip edge • Condenser coil grille • Standard cooling operation down to 45°F • All three-phasei models have built in filter rack with i" cleanable filters and t5 V*A Transformer with reset table circuit ;breakef. ' Compressor is internalty protected against high pressure and temperature. WARRANTY • Five (5) Years on the Compressor • One (1) Year Limited Parts Information is subject to change without notice; Check local codes.Printed -.e/i<sajio; Affinity BHZ -13 SEER Sinale Pkg. R-410A HP Date: 6/9£Q10 Order No: Page; 9 Project Name: Ocean Spec Suites Purchaser: West Atr Metihanibal Model*: B2HZ042A25 Quantity: 1 Tag#: PHP-3.5TSulteD System: B2HZ042A2S BHZ024-060 AFFINITY UNIT DIMENSIONS H1GHVC3LTAGECQMN. 7/8" DIA, KNOCKOUT FRONT HIQH VOLTAGE C0NN, LOW VOLTAGE CONN, 7tV DlAi KNOCKOUT SI Dg; SUPPLY AIR OPENING SIDE RETURN AIROPENING COMPRESSOR SERVICe COMFA PANEL REPRIGERANT ELEeTRIGAUFILTERSERVICE AiicEiss 60MPARTMENT PANEL HIGH VOLTAOe CONN,1-23/64" rJiA; KNOCKOUT UNtTeONPENWE CONNECTION3W1 NRTI (TRAP REQUIRED) UNIT SIZE 024-036 d42-C)66: DIMENSION "A" 133 1/2 41 1« UnilaiySales to«i:y,l.5j).6 Information is subject to change: without notice. ChecX local codes.Printed 6/10G010 HP-5T Suits A, HP-33T/4T Suite D HesHif andi^ TECHNICAL GUIDE SPLIT-SYSTEM HEAT PUMPS 13 SEER - R-410A - Three Phase MODELS; YHJD30 THRU 60 (2.5 THRU 5 NOMINAL TONS) IS09Q01 Certified Quality Management System [Good Housekeeping Due to continuous product improvement, specification? are subject to change without notice. Visit us oh the web at www.york.com Additional rating information can be found at www.ahFidirectorv. ora 571923-YTG-A-9410 DESCRIPTION The 13 SEER Series unit is the outdoor part of a yersaffle 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 wW* acces- sories and documents to serve spedfic functions. FEATURES • Quality Condenser Colts -The coil is constructed of copper tubing and enhanced aluminum fins .for increased efficiency and corrosion protection. • Protected Compressor - The compressor is internally1 pro- tected against high pressure, temperature, and externally by a factory installed high pressure switch. This is accomplished by the simultaneous operation of high pressure- relief valve and a temperature sensor which protects the compressor if undesirable operating conditions oeeur< A liquid line filter- drier further protects the compressor. • Durable Finish - The cabinet is made of pre-painted steeL Trie 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 arid 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 rioise 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 fart motor arid compressor operating sounds. • Low Maintenance - Long life permanently lubricated motor- bearings need no annual servicing. • Easy Service Access - Fully exposed refrigeraht 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.Lr and C.U.L. Listed - approved for outdoor application. • Agency Listed - U.L. and C.U1. listed r 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 IvVear limited; parts warranty. Standard 5-year limited Compressor warranty. FQR DISTRIBUTION USE ONLYVN0TTQ BE USED AT POINT OF RETAIL SALE 571923-YTG4W3410 Physical and Electrical Daja - 3 Phase I I \f MODEL Unit Supply Voltage Normal Vo[tage:Range ' Minitnum Circuit Ampacity Wasi. Overeurrent Device Amps 2 Win. Qvereuirrent Device Amps 3 Compressor Type Compressor Amps Rated Load Locked Rotor CranKoase Heater Fan Motor Amps [Rated Load Fan Diameter Inches Fan Motor Coil Rated HP- Nominal RPM Nominal CFM Face Area Sq. Ft Rows Deep Fin /inches Liquid Line Set 00 (Field Installed) Vapor Line Set 00 (Field Installed) Unit Charge (Lbs.-Oz.)'1 Charge Par Foot, Qz, Operating Weight Lbs, YHJD30 S43S4 YHJD36 S43S4 YHJD42 S43S4 YHJD48 S43S3 YHJD6Q S43S4 208-230V;3^, 60Hz 187 to 252 11.0 1S 15 Recip 8.1 63 Yes 0,5 24 1/8 1050 3100 21.00 1 22 3/8 3/4 9X0 0.62 196 12.9 2Q 15 Recip 9.1 68 Yes 1.3 24 1/4* 850 3800 23,58 T 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 9V1Q 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/i 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 YHJD38 S44S4 YHJD42 S44S4 YHJD48 S44S3 YHJD60 S44S4 460V,3^60Hz 432to532 6.0 15 15 Redp 4;2 30 Yes 0.8 24 1/4 850 3500 21.00 1 22 318 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 0.62 203 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 1Q.7 60 Yes 0;8 24 174 850 3800 23.58 1 22 3/8 7/8 10- 14 0.67 248 12.0 20 15 SiJPQll ?-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 elomont fuses or HACR circuit breaker. Maximum allowable overcurrent protection. 3. Dual element fuses or HAGR drcuit breaker. Minimum reodmmended ovefcurrent protection. 4. Tha 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 ara In inches. They are subject to change with- out notice. Certified Dimensions Will be provided upon request. I-*" s ^> N.L ** Unit Model 030 036 P42 048 060 Dimensions Cinches) 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, Johnspn Gontrols Unitary Prodijets; 571923-YTQ-A-Q4TO COOLIES CAPACITY - With Air Handler- Coils UNIT MODEL AJRHANDLERT MODEL W COIL MODEL1 COOLING RATED CFM NETMBH TOTAL SENS,SEER EER 13 SEER HP WITH IYIA YHJD3qS4(3,4jS4 YHJP36S4(3,4)S4 YHJQ42S4{3,4);S4 YHJP50S4(3,4)S4 MA12B MA12B MA12B MA16C MA20D MA20D 17 17 17 21 24 24 pc/Mess FC/MC43 FC/MC43 FC/MC6Q FC/MC62 PCM 10QO 1000 1200 1400 180Q 1800 29.8 30.0 35.0 41.0 55.0 56.0 21.8 22,2 26.6 31.8 40.Q 41,5 13.00 13.00 13.00 13,00 13.00 13.00 11.00 11-00 11:00 11-PQ 11,00 urn 13 SEER HP WITH AHP/ AHX/ f'fP YHJ030S4(3,4}!34 YHJD36S4(3,4)S4 YHJD42S4(3,4)S4 YHJD48S4(3.4)S3 £ YHJD60S4(3,4)S4 ^ *r AHP30 AHP36 AHX30 AHX36 F4FPQ40 F6FP030 F6FP036 AHP36 AHX36 F6FP042 F5FP048 F4FP04S AHX42 AHP42 AHX42 F6FP042 AHP60 ABP48 AHX48 F4F,P045 F5FPQ48 ""•^ F6FP048 FSFPOeO AHP60 AHX48 AHX60 FSFpqeo . F6FP048 FeFpqso AHX60 F6FP060 ir 21 17 21 21 17 21 21 21 24 ^4 24 21 21 21 24 24 24 24 24, 24 24 24 24 24 24 24 24 24 24 24 - - - - - - - _- " - - - •- - - -. - - - - - - -_ - - - *- !- - 1000 100Q! 1025 1005 1000 1035 980 1200 1225 1290 1235 120Q 1190 1255 1395 1455 1400 . 1370 1445 1400 1455 1380 1485 1525 1660 1570 1j60Q 1625 1570 1830 1875 30.0 30,0 30.0 30.0 29.8 3f>.0 • 30.0 36.0 38.0 3?.0 36,0 36.0 36.0 36.0 40.5 40.5 42.0 41. Q 42.0 41.0 41.5 42.0 42.0 45,0 45.0 45.0 44.5 45.Q 45;0 53.0 58,0 22.2 22.2 22.6 22.4 21.8 22,0 22iO 26.4 2Si8 27.6 272 26:8 2^8 27,2 32.4 32,8 32,4 31.0 33.0 31;8 32.6 32.4 33,2 33,6 34i8 34.2 34.6 34,4 34.2 40i5 41,5 13.00 13.00 14.50 14:50 13tOp 14,pa 14,50 13.00 14,50 14.50 14.50 13:00 14.50 13,00 14.0P 13.50 14.00 13.00 14.50 13.60: 14,00 14.50 14.00 13.00 13.00 13.00 13.00 13.00 13.00 14.00 14.0p 11.00 11.00 12.00 12.00 11,00 11.50, 12,00 11.00 12:00 12:00 12.00 11:00 1ZOO 11. pO; 12.00 11.50 12.00 11,00 12.0Q 11;00; 12^)0 12.00 12;0p 11,00 11:00 11.00 11.00 11,00 11.00 11,50 12,00: Rated In accordance with DOE last procedures (Federal Register 12-27-79 and 3-18-88) and ARI Standards 2104 Cooling MBH based on 8Q'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 trie total electric power In watt-hours at 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 powerInput 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 HEATING PERFORMANCE - With Air Handler UNIT MODEL* AIR HANDLER COIL1 MODEL ARI HIATINe2 47'F MBH COP KW 17°F MBH COP KW HSPF StD 15SEERHP WITH MA YHJD30S4(3.4)S4 YHJ036!34(3,4»S4 YHJD42S4(3,4)S4; YH4Q60S4(3,4)$4 MA12B MA12B MA12B MA16C MA2QO MA20D FG/MC/PC35 FC/MC/PC43 FC/Me/PC43; FC/MC/PC66 FC/MC62 FC64 27.4 28^P 34,S 40J 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 '4-9.1- t6,Q 1S.1 22,2 23.0 36.6 36.8 2.30 2,32 2.60 2.50 2.56 2:60 2,04 2-53 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 t AHX / F*FP YHJD3QS4(3,4)S4 YHJb36S4(3,4)S4 YHJD42S4{3,4)S4 -t, ff YHJD48S4(3,4)S3 Xs YHJD6QS4(3,4}S4 AHP30 AHP36 AHX30 AHX36 F4FP040 F6FP030 F6FP036 AHP36 AHX36 F6FP042 F5FP048 F4FR045 AHX42 AHP42 AHX42 F6FP042 AHP60 AHP48 AHX48 F4FP045 FSFP048 ^ F6FP04S F5FP060 AHP60 ABX48 AHX60 F5FPQ60 CfippnXQ: F6FP06Q AHX60 ,S, 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 3v48 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 3.8Q 3:72 3.78 3.78 3.J50 3.78 3.40 3.44 2,43 2,41 259 2,19 2.45 2,37 236 3.02 2.74 2.72 2.74 2.91 2.68 Z93 2.87 2.93 2.99 3.17 2.95 3.17 3.01 2,92 2.97 4,13; a.82 3,84 4.11 3.78 3,84 4i91 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,o; 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 2.46; 2.58 2.80 2.80 2.80 2.64 2.86 2.64 2.84 2.80 2,64 2.50 2,6^ 2.50 2;64; 2.66" 2>66s 2.72 2.84 2.68 2.66 2.68 2;68 2.64 2.66 2-°3 2,03 1.89 1.79 2.04: 1,96 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 2i45 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;oo 8.20 8.20 8.20 7.70 *20 7.70 8.20 8,20 8.20 8,00 8.CJO 8.00 8.00 8,00 . 8.00 8.20 8.20 1. Rateil CFM satna si for cooling. 2. Heating MBH basedIon ARIstandards of 70° DB entering indoor air, 72% RH outdoor air with 25 feet of irtterconhecting piping.ancfno supplemantal oleclric heat operation. CPetiujjIs MBH output; divfdisd by (total KW input x 3.412). HSPF (Healing Seasonal Performance Factor) !s 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 57f923-rr<3-A-04iO ACCESSORIES Refer to Price Mariual for specific model numbers. Start Assist Kit (2SAOS7*) - May be required in low voltage application. Blower Time Delay - Available to increase efficiency when installed. Installs on indoor section and maintains blower for approximately one minute after cooling thermostat has been satisfied. Hard Start Kits - Provides required starting torque for use with Thermal Expansion Valve Kit. Low Temperature Cutout (2LT06700224) - Prevents heat pump operation below -10°F ambient temperature. Compressor Blanket - Designed to further reduce the normal operating sound. Thermal Expansion Valve Kit- 1TVM90Q Series TXV kit used to improve system performance. Outdoor Thermostat (2TD06700124) - Provides additional staging of supplemental electric heat. Thermostats • Compatible thermostat controls are available through accessory sourcing. For optimum performance and installation, refer to the UPGNET "Low Voltage Wiring Diagram" document to select and apply controls. SOUND LEVEL -TYPICAL OCTAVE BAND SPECTRUM (without tone adjustment) Size 30 36 42 48 60 Test Condition RSS Soumf PowerCallbratlon 1091 402 Cooling Mods Heating Mode • Cooling Mode Heating Mods Cooling Mpcte Heating Mode Cooling Mode Heating Mode Cooling Mode Heating Mode 63 82.8 72.9 714 71.5 70.0 71.4 7Q;5 73.2 71.9 67,5 68.5 125 85i4 70.1 73.4 72.5 72.0 70.8 71.0 72.9 74,1 70.0 68.5 250 85.9 69,1 69.3 70.6 69.1 72.9 71.3 72.2 72.0 66,8 63.4 500 85.3 70.9 70.6 71.5 69,5 73.0 71.5 70.5 71.4 69,0 67.2 1000 88.1 71.7 72.5 73.Q 71.0 72.4 72.4 72.6 73.3 71.8 67.0 2000 88.6 66.3 67.7 66.6 68.6 67.4 69,1 69.8 71.7 64.6 63.9 4000 86.6: 69;0 64.6 66.0 64.7 66.8 63:8 67.6 66,7 66.3 64.8 8000 83.9 63.1 62.3 63,3 63.5 64.2 65.4 64.1 62.6 62.2 62.2 dBA -. 76.18 75,59 76,4 75.3 76.7 76.9 77.0 7*8 75.1 72.3 SQI - 19.2 19,1 19.0 19.2 19,1 19.1 19.1 19;1 19.0 19,1 * Rated In accordance with ARI270-2008 Standards. 10 Johnson Controls Unitary Products FC^fF Suite A, FCS-4T Suite D, FC-3.5T Suite D 4323284JTG.B-Q4Q9 TECHNICAL SINGLE PIECE AIR HANDLERS FOR USE WITH SPLIT-SYSTEM COOLING & HEAT PUMPS MODELS: F0FP01S - 060 DESCRIPTION This fan coil unit provides the flexibility for installation in any upfiowor horizontal application,These versatile models m|y be used for split-system cooling or heat pump operation. Compact cabinets along with return air options in both, the upfiow and horizonM positions gllow this unitto fit into tight spaces such as attics, crawl spaces, and closets. NOTB: For matching CQnidensing units: gndperfbrmancecdata, 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 hay$ 3/4" insulaticm. 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 apppcation. Motor speeds may be selected via quick connect terminal at the motor. Slide-out blower/motor assemblies provifle for easy ser- vicing. COILS - The rifled tube coil/aluminum fin coils produce high performance ratings and providei long lasting quality. The coils are capable of bottom return air in the upfiow 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- colls" 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 IKSTALLATION - 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 tominimize 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 heaterSv ISO 9001Certified QualityManagement 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 DIMENSIONSiARE IN INCHES AND ARE SUBJECT TO CHANGE WITHOUT NOTICE; CERTIFIED DIMENSIONS WILL BE PROVIDED UPON REQUEST. SHIPPING BRACKET REMOVE PRIOR?-*J TO INSTAliATION )j 1P-3,4-1/8 10.3/87-1/2 BRAINPAN FOOTPRINT APPLICATIONS VAPOR • 4 OPENIN MAX. FILTER LENGTH(21 INCHES) MAX FILTER; WIDTH (B MINUS 1,1/2 INCHES) 3/ LIQUIDOPENINi DRAIN : CONNECTION:FORUPFLOW APPLICATIONS .FILTER ACCESS Models 018-048 10-3/8 24-1/2 Model 060 20-1/4 BOTTOM OPENING Dimensions Model1 F6FP018H06T" Fi5FP024HOS"P" F6FP030H06T* F6FP036HC!6r* F6FP042HO$T" F6FP048H06T** F6FP060H06T** Dimensions A Height 40-3/4 40-3/4 40.3/4 4Q-3£ (•50-314 ) ?0-;3|4 61 B Width 18 18 21-1/2 2>l/2,, uv 24 24-1/2 C Depth 22 21-1/2 D 12*1/8 17-3/9 E 14-7/8: 14-7/8 18-3/8- 18-3/8 20-7/8 20-7/8 23-1/2 F 16r1/2 16-1/2 20 20 22-1/2 22-1/2 21-19/32 Wiring K.O^Z J Power 7/8 (1/2) 1-3/8(1) 7/8 (1/2) 1^/8(1) 1-23/32 K Control 7/8(1/2) Refrigerant Connections Line Size Liquid 3/8 Vapor 5/8 3/4 3/4 7/8 7/8 7/8 7/8 1. All models only available with factory Installed horizontal drain pan. 2. Actual conduit size Is shown In parenthesis. Johnson Controls Unitary Products "~~-v > ^ — v l "^ COIL TECHNICAL DATA Refrigerant Face Models Application Connection Area j Type (Sq.Ft.) F6FPP18HP6T*' A/0 & HP Sweat 3.40 F6FPQ24HP6T** A/C&HP Sweat 3.89 F6FR030HP6T'1* AiG&HP Sweat 3.89 F$FPp36Hp67** A/G$feHP Sweat 3,89 F6FPP42H06T** A/C$HP Sweat ;5.35 F6FP04SH06T** A/Q4HP Sweat 5.83 F6FP060H06T" A/C&HP Sweat 6.80 COOLING CAPACITY Blower Modal Rated CFM Entering Air * (Ory/ Wet Bull beef Row 2 2 3 3 3 3 3; Fins I Per '• Inch 1* 14 11 11 12 | 12 | 12: ') Coil Slab Size H 14 16 16 13 22 24 28 W 17.5 17.5 17.5 17,5 17.5 17.5 17.5 Tube Tube Geometry Dia. 1X.886 3/8 U.886 3/8 1X.886 3/8 1X.886 3/8 1X.886 3/8 1x,886 3/8 lx.886 3/8 432328-U1 Fin, Type Enhanced Enhanced Enhanced Enhanced Enhanced Enhanced Enhanced A rC3-Bi04Q9 eterincj leylce Field Instelfed Field Installed Fre^l Installed Re|d Installed Field Installed Field Installed Fled Installed MB H @ Evaporator Temperature and Corresponding Pressure |"F / P5IG 35/61,5 40/68.5 | 45/76.0 'SOp 84.0 : Upf low /Horizontal Positions Only | F6FP018H06T'* ! F6FP02JIH06T** | F6FP03PH06T*' i F6FPQ3J8H06T" I F6FPQ42H06T" F6FP048HP6T" j F8FP060H06T**j 615 830 1050 ItSS 1400 1600 1850 85 / 72 80/67 75/62 70/57 85/72 80/67 75/62 70/57 35/72 80/67 75 / 62 70/57 85/72 80/67 75/62 70/57 857 72 80/67 75 / 62 70/57 85/72 80/67 75/62 70 / 57 85/72 80/67 75/62 70 / 57 t Johnson Controls Unitary Products i 36.3 ! 33.4 | 27.4 22.2 41,5 36,2 29.1 24.1 j 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;o 59.4 43.9 41.5 86,4 67.5 49.8 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 |7.7 |.2.6 P. 5 .5 119.2 J5.8 50.0 ?7.0 29.9 29.9 P.O .0 29.9 29.9 58.8 j.2.1 34.0 &4.Q 62.2 J15.8 37.0 j3=7.0 p2,2 . ••(ts.s1 37.0 ;jj7?o 3 c 432328-UTG-B-e>409 ACCESSORIES /—N, Refer to Pnoe Manual for specific modgt numbers. VERTICAL SUSPENSION fHT - The suspension kit is designed to be Msedwith all sizes of fan coir units whenever the application reqiu'res vertical Suspension of thS 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. i BQLT-QN THERMAL EXPANSION VALVE - R-22 and R^TOA. TXV kits are avafiafcife for IrihSricefd efficiency. EXTERNAL FiLJimRAC)l- The F6FP air handier reguires an external filter rack be used, as there are no provisions for inter- nally installed filter. For multi-position applieationSi specify filter rack assembly JFR0824, whiph includes, a 1" permanent filter. For horizontal applications, use filter rack 1RFD724, EXTENDED AIRFLOW D/VTA1 FOR 230 VOLT - HEAT PUMP MODELS LIMITATIONS These units must bs wired and installed in accordance with all national and local safety codes. Voltage limits are as follows: Normal Operating voltage Range'' 1. Utilization rarige *A* In aqoprdanoe with ARiStd, 11(3. Air flow must be within the minimum and maximum approved for electric heat, evaporator coils and outdoor units: Entering Air Temperature Limits Wet Bulb Temp, «F Mirt. 57 Max. 72 Dry Bulb Temp. "F Win. 65 Max. W limits CFM ©External Static Pressure- IWC NOTE:y^r flow qatawown above 1/2" w.c. axtemalstano pressure Is. tor REFtRE^C^uNLYvM 1/2" W,e. Ma&miimbto^ 1. Includes Return Air Filter and Largest Eleclric Heater. s—\ ^IF'FP series air haroiler units; are ULUsted up to 1C" vv.c. external sialicpresSu^^^/ \ • ' -• I -•••'•"•:• Johnsqri ContcQls Unitary Products 43232&UTG-B-Q409 EXTENDED MR FLOW DATA1 FOR 208 VQUT • HEAT PUMP MODELS CFM @ External Stattc 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 useij Is limited to 1/2" w.6i Majflftiumailowabteeictarnaf static pressure may atso be limited by minimum OFM requirements for proper Heat Pump operation. 1. Includes Return Air Filter and Largest Electric Heater. All F'R* series air handletunltsare UL Listed up to .1/2.* w.c> externaistatiiSpreSsure, including air filtert wst coil, and largest HWstee heater. APPLICATION FACTORS-RELATED CFM VS. ACTUAL CFM % Of Rated Airflow Capacity Factor 8Q% 0.96 90% 6.98 RATED CFM too 110% 1.Q2- ^20% f)-03 Johnson Controls UnHa$ Products 432328-UT0-B-0409 Physical and Electrical Data MODEL j Blower - ; Diameter Width j Motor Voltage Amps Filter1 HP Nominal RPM ! Full Load Type ! Size ; Permanent Type KU Shipping/Operating Weight (Ibs.) ! F6FP018H06T*'1 10*6 1/3 1050 F6FP240H06T* 10x8 1/3 1050 F6FP030K06T" F 10x8 1/3 1050 6FP036H06T** iOxa 1/2 1050 F6FP042H06T" 11x10 3/4 1050 F6FP048MQST*' 11x10 3/4 1050 208/230 2^8 | 2.8 2-8 |4.1 6.0 6,0 F6FP060) 11x1 3/4 105 •06T** 208/2^0 7.0 DispQsable/Permari!Bnt 16x20x1 1PF0601BK 98/93 16x20x1 1PF0601BK 105/100 20x20x1 1PFQ602BK 121/115 20x20x1 1PF0601BK 121/115 20x20x1 1PF0602BK 150/1144 22x20x1 1PF0603BK 150/144 24x2C iPFoeg 153/ 1. Field Supplied, ELECTRICAL DATA - Cooling Only i Models I F6FP018H06T" F6FP024H06T" F6FP03PH06T" F6FP036HQ6T" F6FP042HQ6T" F6FP048H06T" F6FP06PH06T" Total Motor Amps 208V 2.8 2,8 2,8 4.1 6.0 6.0 6.0 230V 2.8 2.8 2.3 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/ iype 15 15 15 15 15 15 15 Minimum W SlzaA.W.G H 14 14 14 14 14 14 i, Q.C.P. = 0verjCurrent Protection device, must be HAGR type Circuit Breaker or flma Delay Fuss. KW & MBH CONVERSIONS - FOR TOTAL POWER INPUT REQUIREMENT [ FOR 230V OPERATION MULTIPLY | 240V TABULATED KW& MBH BY I .918• • • I |xr »BK t7 e Johnson Controls Unitary pi iducts 432328-IJTG-B-040S FIELD WIRING CONNECTION -COOLING ONLY FIELD WIRING CONNECTION -WITH HEATER KIT OUTDOOR l/NIT THERMOSTAT R" FAN! COIL UNIT y i 6660006 R Y 6 W2 W1 O C THERMOSTAT OUTDOORUNIT FAN COILUNIT ,-t, J 1 1I 1 ""f 6606606 R Y G W2 W1 0 C *SOT REQUIRED ON 2 0R5KW FIELD WIRING CONNECTIONS - COOLING MODELS WITH ELECTRIC HEAT WIRING i Air Handler Control Wiring Typical A/C - Cooling only Applications 1 AlRHANQLERTHERMOSTAT BOARD 1-STAGE R |.G IY ;wt ;W2 !C 1 1 R G. Y7Y2 Y1 W2 AVI O HUM X/L pQM AIR CONDITIONING Y HUMIDISTAf C Air Handler Control Wiring Typical A/C with Electric Heat Applications THERMOSTAT 1- STAGE R G Y W2 WT C R G Y/Y2 YT W2 W1 0 HUM X/L COM AIR CONPITIONIN Y G HOMIpiSTAf C m ' Dahumidlfication control connection ("Humldistat" juniper on CFM selection board must bo removed). FIELD WIRINb CONNECT IONS - SINGLE STAGE HEAT PUMP CONTROL WIRING * Air HandlerAnd Newer UPG Single Staga HP SystomsSingle Stago H/P with Standard Domand Dafrost Control Board THERMOSTAT AIR HANDLER BOARD HEAT PUMP R G Y W2 E W/W1 0 X'L C L-J** R G Y/Y2 Y1 W2 W1 Q HUM X/L COM ( HUMID1STAT*] R Y W166 W O X/L C • Dehumldification control connection ("Humldistat" jumper on CFM selection board must be removed).Notes:" i" " ' -•-•... 1. "Y' Terminal on Atr HartdjarQont«>l Board must be connected for full CFM and applications requiring 60 second Blower Off Detey for SEEfJ enhancement 2. Optional Dehumidi(icallon Humidistat contacts open on rise. $. For E-47-V rtiodel-» Reirnovei Humidtetat Jurriper on CFM Selection Board - if usad, 4; For F4FV rnodel • For Haat Purtip Applications • Remove Heat Purof* Jumper on CFM Selection Board. 5. To change tpianUty of heatduring HP dejrogt cyds - Reverse cbrinsetfcns at Wl and W2 on Air Handler Control Board. 10 Johnson Controls Unitary Products 432328-UTTG-B-0409 TYPICAL INSTALLATION POWER WIRINGTO MAINPOVYEB SOURCE SGPPCY AIR POWER WIRING THERMOSTAT TO CQNDENSATE DRAIN FILTER ACCESS LOWERED ELECTRIC HOT WATER HEATER-^(Must comply with wnlor hoator Instollotion Inatnjctlona) TYPICAL APPUGATIONS UPFLOWo HORIZONTAL RIGHT HAND APPLICATION LEFT HAND APPLICATION Johnson Controls Unitary Products 11 Venstar Commercial Flat Stat T2300FS -23«" 41/4* s/ier STANDARD FEATURES: • Low profile; design fits flat td wall for attractive, unobtrusive look. Bracket included for drywall installation. • 7-Day programmable With up to 4Time periods per day, with copy command »Holiday programming (up to 99 days per year), • 3 Security Levels with sjtpoint limiting. «4 Hour Setback Override Timer adjustable in 30 mih. increments. • Soft Start - up to 100 units can be started in sequence from a single remote contact closure with no two units starting up simulfeneously • Pre-OccupJaney Purge - fan runs before programmed occupancy tirfis, 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. • TherrnoglQw Continuously Lit Electrp4uminous 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. • AH programming and setpoints stored in non-volatile memory, and are never lost in power failure. • Service filtjer indicator (adjustable ^00 to 1950 hours). • Red/<3reei) LED shows whether thermostat is calling for Heating or Cooling. ••• 5 minute Compressor time guard and adjustable cycle limit, both overrldeable for servicing equipment. • On board ^iry contact Closure available to force stat into occupied operation. • Optional tamper-proof remote room sensor available with push-button override. • Thermostat Locking - Set points can be adjusted only by authorized individuals if this feature is turned on. • Meets California Commercial Title 24. MODEL: 1 JOB NAME: LOCATION: T2300FS QUANTITY: DATE: j BUYER: ! ENGINEER; BUYER P.0.#: BUILDING ENERGY ANALYSIS REPORT PROJECT: Building D Unit 2 2520 Gateway Road Carlsbad, Project Designer: Report Prepared by: Michael Dell DELL CO. 1629 York Drive Vista, Ca 92084 760-940-0064 Job Number: nr6-1410D 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: 2010-06-14713:39:2 ID: nr6-1410D 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 9 Form MECH-3-C Mechanical Ventilation 11 Form MECH-4-C HVAC Misc. Prescriptive Requirements 12 Form MECH-MM Mechanical Mandatory Measures 16 HVAC System Heating and Cooling Loads Summary 17 EnergyPro 5.0 by EnergySoft job Number: ID: nr6-1410D User Number 1712 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Building D Unit 2 6/14/2010 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 2520 Gateway Road Carlsbad 7 4,872 n/a GENERAL INFORMATION Building Type: 0 Nonresidential O High-Rise Residential D Hotel/Motel Guest Room n Schools (Public School) D Relocatable Public School Bldg. 0 Conditioned Spaces d ^f^W)0"^ SpaC8S Phase of Construction: 0 New Construction d Addition d Alteration Approach of Compliance: D Component D Overall Envelope TDV n Unconditioned (fi|e affidavit) Front Orientation: N, E, S, W or in Degrees: 130 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 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 Inspection Criteria System SHP 1 Split DX 1 32,784 Btu/hr 8.50 HSPF 62,772 Btu/hr 13.0 SEER/ 11. OEER R-4.2 No No Economizer Setback Required Constant Volume Inspection Criteria System SHP 2 Split DX 1 61, 167 Btu/hr 8.60 HSPF 73,839 Btu/hr 13.0 SEER/ 11. OEER R-4.2 No No Economizer Setback Required Constant Volume FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Pass D D n D a D a n D n n a Fail - Describe Reason2 D D D D D D D n 0 D n n FIELD INSPECTION ENERGY CHECKLIST Pass n n D n | n D a a n a n n Fail - Describe Reason2 D D n O D D D n n n 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. EnemvPro 5.0 by EnergySoft User Number: 1712 RunCode: 201 0-06-1 4T1 3: 39: 22 ID: nr6-1410D Page3of20 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Building D Unit 2 6/14/2010 Project Address Climate Zone Total Cond. Floor Area Addition Roor Area 2520 Gateway Road Carlsbad 7 4,872 n/a GENERAL INFORMATION Building Type: 0 Nonresidential D High-Rise Residential HI Hotel/Motel Guest Room n Schools (Public School) D Relocatable Public School Bldg. 0 Conditioned Spaces d te^a^)0"601 SpaC6S Phase of Construction: 0 New Construction d Addition d Alteration Approach of Compliance: D Component D Overall Envelope TDV n Unconditjonec| (fi|e affidavit) 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 Heatinq 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 HP 1 Packaged DX 1 42,621 Btu/hr 7.70 HSPF 63,700 Btu/hr 13.0SEER/11.3EER R-4.2 No No Economizer Setback Required Constant Volume Inspection Criteria System HP 2 Packaged DX 1 44,757 Btu/hr 7. 70 HSPF 77,861 Btu/hr 13.0 SEER/ 11. 1EER R-4.2 No No Economizer Setback Required Constant Volume FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Pass D a a D 0 a n a D D D n Fail - Describe Reason2 D D D d D n D n D D D a FIELD INSPECTION ENERGY CHECKLIST Pass D a D a n n n a a n n a Fail - Describe Reason2 D a a a n n o n n D n a 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. EnerqyPro 5.0 bv EnemvSoft User Number. 1712 RunCode: 2010-06-14713:39:22 ID:nr6-1410D Page 4 of 20 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 5)MECH-1C Project Name Building D Unit 2 Date 6/14/2010 Discrepancies: Energy Pro 5.0 by EnemvSoft User Number: 1712 RunCode: 2010-06-14713:39:22 ID:nr6-1410D Page 5 of 20 o oUJ 10 *o CO COQ. oUJ o acc UJz UJ o UJa. z Q UJ •acCO UJO OO LL O CACEo o CM •**> I Q «sIS IcB g- v-a -Q C0 S <BCO CO _Q 's o ? 0) CO -I C (B 'iai* ''en CO CD , C ' • i 'a> o t lie8 •i"2 =.2 0>a.o CO I I lit! S 8 "= o 11 ^ •2 ^.oc co ® £ « CO I c^t38|s 151^853S ftl fil =0:^' ff to-a J 8l|>> «•- C8=S = 0) O fl)•H 2.=CO 03 (d -2 S.-2 II*" '•S = Ei P o t Iris co S c c?; o a.-? C i* * CE ^~ T3 cc a>O i_T Q) rn C ii|«lt=2i= SS-EaJ-0 Hi lull sill411Q) 0} CO CD CD g) -O•5 O CD pS-l 0)r>LJ « t: tbo tnuJ-0 £ Q. uJCAcCO O il?i ilil ^1"- o ai OE§3 UJ (D O a a a n n D n D a n a a n n n C taanDa a n n a n n n s n n a a n n a n n a D D a H n n H a H n I BZ04B 0 T"1 ^H OLU 2 in«*—o *^f•e COa. i_ CO \sa LUXo o DCLUzLUz O HOLUQ. Z Q_j LU E •o (Q LU OZ Ua.s OO LL O LU1™^J OE LU 0 0 1 S0)<3a CM •ts 9 C\1 Project Nan\Building jSj cu.2 | g ^*LL 2 m CJu2 S 1LU t g S . OT l±j & •c *? « [_. l|| ^ll| §K jE 55 0> p S1 ® ft K |co.x! tt g)Q j^ cUJ ±i g if c 8 c|||2 •§(S .2 ^ < 5 23! S t> E xLL. <D O)Q "5 * •_QQfi a a tc •?1— a '3 Scc Ii S a n a n N 1 1 ScCOJCo0 J_ ^^— *CO 0) D D D a CO 1 York YHJD4n a n a $\YorkB2HZOa a n a §\YorkB2HZOa a a n n a n a n n a n n a n n a a a n a n a n n D n D D D n n a n n a a D n a a n n a n a o a n n a n n o a n a a n n a a n n n n n a a a n D a a a a a D n D n a D D D n n D n D n a a D a a n a n a §o ! Qo 5I i3ct §£ a ^u ce <M t 1 <E3 1 1<]> iS •Q O 10 Project Name Data Bundling D Unit 2 6/14/201 0 Documentation Author's Declaration Statement I certify thai this Certificate of Compliance documentation is. accurate and complete. Na™ JUUMOtf Company _ ^D£LL CO. Address CHy/StateSp ^.p,^ Signature \HtAff Deta -VMmie CEA 9CEPE # NR08-9Q- 3530 Pfl0flfl TfifrMW^ CERTIFICATE OF COMPLIANCE (Part 5 of 5)MECH-1C The Principal Mechanical Designer's Declaration Statement * I am eligibte under Division 3 ol the California Business and Professions Cede to accept responsibility for the mecharncai design. * This Certificate ol CompNance Idemid es the mechanical features and performance spedlications required lor compliance with Tife-24, Parts 1 and 6 of the California Cods of Regulations. * The design features represented on this CerSffcatQ of Compliance are consistent wiln tr»e information provided to document this design on the other applicable compliance forms, «o rksheets, calculations, planjanxl speclltcation%isubinltt@cl to tte enft&ffiemenl agency for approval wtm this buBdin^ pemiH apptoilon, (\ Naftie Signature Company Date 6-14-10 Address License #593618 Phone Mandaloiy M«asures Incficate locaaon on building plare of Mote Block; for Manditoiy Measures_ MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box it worksheet is included) For «fstanted instructions on the use of this and all Energy Effeiwicy Slandscds eomplisfic* fomns, please r«fsr to the 2008 ttflfif usidsmial Manual, Nde: The Enforewnwit Agency ma^ require all forms to be Jncoiptwatscl onto the buBdSng plans. B MEOH-1C CertlMcaie of Complance. Required on plans tot aH ffl^bmtttala, MECH-2C Meerianleat Equlpm&ni Summary Is required tor all subrnrnate. MECH-3C Ntech anical Vanlilation and Reheat is required for al submfttals with mechanical ventilation. MECH-4C Fan Power Consumpli on is required for all prescriptive submittab. : 1712 FtunCad*: HH64«-14T13:3»:2 fC: flrfr 141Q& AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Building D Unit 2 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 i explain which exception(s) to §144(g Indicate Air Systems Type (Central, Single Zone, Packag System SHP 1 1 System SHP 2 1 e, VAV, or etc...) System HP 1 1 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), 115(a) 121(b) 121(b) 121(0 121(c) 122(e) 122(e) 122(f) 122(g) 123 124 8.50HSPF 13.0 SEER/ 11. OEER Yes n/a No 158 dm No No Programmable Switch Setback Required Auto n/a R-4.2 8.60 HSPF 13.0 SEER/ 11. OEER Yes n/a No 344 cfm No No Programmable Switch Setback Required Auto n/a R-4.2 7.70 HSPF 13.0 SEER/ 11. 3 EER Yes n/a No 171 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) 32,784 Btu/hr 32,129 Btu/hr 43,941 Btu/hr 30,783 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp No 61,167 Btu/hr 36,719 Btu/hr 51, 687 Btu/hr 34,877 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp No 42,621 Btu/hr 29,452 Btu/hr 44, 590 Btu/hr 30,348 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: 2010-06-14T13:39:22 ID: nr6-1410D Page 9 of 20 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Building D Unit 2 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, Package, VAV, or etc...) System HP 2 1 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) 12Kb) 121(b) 121(c) 121(0 122(e) 122(e) 122(f) 122(g) 123 124 7.70HSPF 13.0 SEER/ 11.1 EER Yes n/a No 195 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(a) 144(i) 144(k) 44,757 Btu/hr 34,042 Btu/hr 54,502 Btu/hr 34,669 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: 171 2 RunCode: 2010-06-14713:39:22 ID:nr6-1410D Page 10 of 20 Oo X UJ 2 I-<[ UJX UJoc zo§ p* 2 UJ 3 z I MECHAlo T^ ^^•x^ T"-« .fe taO CM Project NameBuilding D I~ n•* S2z O c<ti J ^UJ DC wS <N V" ^iS > _l UJ •g izi §> 0)!> a3 8 IEA BASIS< Z s * -3 X O 1L 114 Q O at £ c$ |± t~ -^ H- a|"cl >- » -5 ° |Ko ca — ~1 o2ox8 ^1; x2 CQ HN (D •sitss? = SiEo.S> = O »|« c•li •- E® c OO <D > D -g< 2 ^ cn>5Q LL CSu. 1 sm 5-i^ ^ ® s » "EO | 5 Q.^ »_ Ul CD Oo<x Ic^00 §a. fji O 1co ,3 0010 18 s S c> CO8 1 00IO 18 1 | System SHP1<o K S 5 o><o CM 1 o> CO o o sc> CM 1 Conference? CMCO 1 | System SHP 2f; K K X— cs " 1 1C K I | System HP 1o> 0> s |0 o>o>CM 1 CM 10 CD 0> 2 | System HP 2•^ E $<= 'tn Q S £ c i »iS 1- <; CMit- CM <O §te per Secti£5 §Minimum ventilatio I tn 13.1 +_ 3 ••g W 8 W £ i £?g CO£O<D ° o iS Q £o I *o 3?8"g CO Q *Qs .Q c 1 CO CO rg 0 the greater0 !S I Based on fixed s<UJ a oa c =1 8 CO UJ O 1 3O8 0coca &an ARE/| "5 S O)(D1 11S £ •g I r.A.)istheliir (REQ'D V< .2 1 Required VentilatI I iI Q 3 iSE S £c 1 < £ I 1, or use Tr;i 2. ra g(D cCO.c O)s "to - ?J ca S I 1 '5 § 1 0) N C -ffiT3 <D.c a X 0 1 2 O 1 Design fan supph- 0 1 o <? 1 - 2O o -5 I COc 1 Maximum of Coin- z 3Q lumns HOo *o1 CO1s•3 sc:CQJZ OJ Io•o%Column L <or equal toc CO.c 1 This must be less" § SCo •fi CO 1 O) 11 •a 1§*= I c? £ £5 §3 tf |x1 c 3|"— ' O ^E 2 .i E_c ^ §," 3< 3 £ I| 1! m.Sism MJW LJ £~| E i B| 53 c ^1< 1.2« to>S•o c.£>=3 -— f| II rovided whsbetween tl°-8 ^1 Transfer Air mustequal to the differz §'o ^So: S Q | Q N P COT"^,10-06-14% S Z her: 1712User Hum,by EnergySoftI Energy 'Pro 5.0 FAN POWER CONSUMPTION MECH-4C Project Name Date Building D Unit 2 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 0.500 C D Efficiency Motor 76.0% Drive 97.0% E Number of Fans 1.0 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1} TOTAL RAN SYSTEM pQWER (WATTS SUM COLUM R 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SPJ is greater tai 1 ^nch W. C. or 3) TQTAL RAN sysTEM pQWER |NDEX (RQW 1 , RQW 2) pressure drop across the fan (SPf) on Line 5. 4j_ SPa 5) SPf 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 BXEX746/ (CXD) 506 506 7,400 W/CFM 0.367 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: 2010-06-14713:39:2 ID: nr6-1410D Page 12 of 20 FAN POWER CONSUMPTION MECH-4C Project Name Date Building D Unit 2 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 0.500 c D Efficiency Motor 76.0% Drive 97.0% E Number of Fans 1.0 F Peak Watts B X E X 746 / (CXD) 506 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-Ain §144(c) „ TQTAL FAN SYSTEM pQWER (WATTS| SUM CQLUM R 2) SUPPLY DESIGN AIRFLOW (CFM) A) If file,; pressure drop (SPa) is greater than IjnchW.C. or g) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 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)1 506 7,600 W/CFM 0.376 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. EnerqyPro 5.0 by EnergySoft User Number 1712 RunCode: 201 0-06-1 4T1 3:39: 2 ID: nr6-1 410D Page 13 of 20 FAN POWER CONSUMPTION MECH-4C Project Name Date Building D Unit 2 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 0.500 c D Efficiency Motor 76.0% Drive 97.0% E Number of Fans 1.0 F Peak Watts B X E X 746 / (CXD) 506 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-Ain §144(c) „ Tom FAN SYSTEM pQWER (WATTS SUM COUJM R 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SPa) is greater than IjnchW.C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) pressure drop across the fan (SP() 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)1 506 1,400 W/CFM 0.367 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: 2010-06-14713:39:2 ID:nr6-1410D Page 14 of 20 FAN POWER CONSUMPTION MECH-4C Project Name Date Building D Unit 2 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 A r 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 0.500 C D Efficiency Motor 76.0% Drive 97.0% E Number of Fans 1.0 F Peak Watts B X E X 746 / (CXD) 506 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 1 44-A in §1 44(c) 1 , TQTAL RAN SYSTEM poWER (WATTS SUM CQLUM R 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filer pressure drop (SPJ is greater than 1 inch W. C. or 3) TQTAL FAN SYSTEM pQWER |NDEX (Row 1 , Row 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)1 506 7,600 W/CFM 0.376 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: 2010-06-14713:39:2 ID: nr6-1410D Page 15 of 20 Project Name Building D Unit 2 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 J B. 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. EnergyPro 5.0 by EnergySoft User Number 1712 RunCode: 2010-06-14713:39:22 ID:nr6-1410D Page 16 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Building D Unit 2 System Name System SHP 1 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 42,000 42,000 39.9 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) 40,000 40,000 3.3 38.0 315.9 1,400 1,400 1.33 420.0 11.3% 0.15 Note: values above given at ARI conditions Date 6/14/2010 Floor Area 1,053 SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Total Room Loads 1.600 Return Vented Lighting Return Air Ducts Return Fan Ventilation 158 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Sensible Latent CFM Sensible 30,998 2,106 807 16,924 0 1,550 846 0 0 489 780 158 6,036 1,727 -1,727 1,550 846 36,315 2,886 22,926 HVAC EQUIPMENT SELECTION YorkYHJD42 Total Adjusted System Output 30,783 9,578 32,129 30,783 9,578 32,129 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Oct 1 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F 65 °F 67 °F ^^ 90 "F r r . 49 .el Outside Air 158 cfm t 69 °F Supply Fan Heating Coil i 1,400 cfm hL "* S t rt 1i 89 °F ROOM £| 70 °F 1 COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 78/64°F Outside Air ^ 158 cfm j 75/62°F 75/62°F 76/62°F 55/54°F rffl . lH r Supply Fan 1,400 cfm m Cooling Coil *h *E -B . 1T 56 / 54 °F 48.6% ROOM n 74 / 61 °F I EnergyPro 5.0 by EnergySoft User Number: 1712 RunCode: 2010-06-14713:39:22 ID: nr6-1410D Page 17 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Building D Unit 2 System Name System SHP 2 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 48,000 48,000 34.7 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (soft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) 47,000 47,000 3.9 34.0 353.1 1,600 1,600 1.16 408.5 21.5% 0.25 Note: values above qiven at ARI conditions Date 6/14/2010 Floor Area 1,383 SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Total Room Loads 1.885 Return Vented Lighting Return Air Ducts Return Fan Ventilation 344 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Sensible Latent CFM Sensible 36,473 4,591 1,383 28,585 0 1,824 1,429 0 0 870 3,462 344 13,057 1,727 -1,727 1,824 1,429 42,717 8,052 42,774 HVAC EQUIPMENT SELECTION YorkYHJD48 Total Adjusted System Output 34,877 13,424 36,719 34,877 13,424 36,719 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Jul9AM Jan 1AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 op 62 op 63 op ^^ go op Outside Air -4 344 cfm J 69 °F r omm Supply Fan Heating Coil i 1,600 cfm hL fc rt 1T 89 °F ROOM H 70 °F 1 COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 77/66°F 76/63°F 77/63°F 55/54 . ~ . r?Si . & Outside Air __, 344 cfm i 75/62°F w \gijt r Supply Fan 1,600 cfm •*r •* m Cooling Coil = - °F k|='E r_E iT 56 / 54 °F 505% ROOM g 74 / 62 °F 1 EnergyPro 5.0 by EnergySoft User Number: 1712 RunCode: 2010-06-14713:39:22 ID: nrS-141 OD Page18of20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Building D Unit 2 System Name System HP 1 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 38,500 38,500 33.9 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) 41,000 41,000 3.4 36.1 332.8 1,400 1,400 1.23 409.8 12.2 % 0.15 Note: values above given at ARI conditions Date 6/14/2010 Floor Area 1,137 SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Total Room Loads 1,688 Return Vented Lighting Return Air Ducts Return Fan Ventilation 171 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Sensible Latent CFM Sensible 30,647 2,274 1,036 22,773 0 1,532 1,139 0 0 1,413 1,915 171 6,482 1,727 -1,727 1,532 1,139 36,851 4,189 29,805 HVAC EQUIPMENT SELECTION York B2HZ042 Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 30,348 10,139 29,452 30,348 10,139 29,452 JuMOAM Jan 1AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air -4 171 cfm i 69 °F 65 °F ^^ 90 °F Heating Coil k 91 °F (Sii >f Supply Fan 1,400 cfm f= , fc I i 90 °FROOM in 70 °FI COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 83/68°F Outside Air ^ 171 cfm i 75/62°F 76/62 °F 55/54 °F p r ~f p. / ri Cooling Coil = - 56/54 °F i^iP kh— vS^~ *y Supply Fan 1,400 cfm F <__J E ,1 57 / 55 °F 48.9% ROOM n 74 / 61 °F I EnergyPro 5.0 by EnergySoft User Number: 1712 RunCode: 201 0-06-1 4T1 3:39:22 ID:nr6-1410D Page 19 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Building D Unit 2 6/14/2010 System Name Floor Area System HP 2 1,299 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 44,500 44,500 34.3 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) 46,500 46,500 3.9 35.8 335.2 1,600 1,600 1.23 412.9 12.2 % 0.15 Note: values above given at ARI conditions SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Total Room Loads 2,135 Return Vented Lighting Return Air Ducts Return Fan Ventilation 195 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Sensible Latent CFM Sensible 38,849 2,598 1,062 23,276 0 1,942 1,164 0 0 583 903 195 7,422 1,727 -1,727 1,942 1,164 45,043 3,501 31,299 HVAC EQUIPMENT SELECTION York B2HZ048 Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 34,669 12,067 34,042 34,669 12,067 34,042 Oct 1 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air -4 195 cfm A 69 °F 65 °F ^^90 °F 91 °F I d#? *fl^r >u__ Heating Coil Supply Fan 1 ,600 cfmt r = «L - E . It 90 °F ROOM f| 70 °F 1 COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 78/64°F Outside Air ^ 195 cfm t 75/62°F 75/62 °F 55/54 °F 56/54 °F J9SE, r t HH fmt fc NPH ]^F" + y _ ,. „ ., Supply FanCooling Coil 1,600 cfm E . 1T 57/55°F 48.9% ROOM n 74 / 61 °F I EnergyPro 5.0 byEnergySoft User Number: 1712 RunCode: 201 0-06-1 4T1 3:39: 22 ID: nr6-1410D Page 20 of 20 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFPs* HV# BP DATE Businesspontact ^A Telephone # £30. Project Address £4 State Zip Code Mailing Address State Plan File* Project Contact A*7 Telephone #63$ The fallowing 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 submittal. 5. Organic Peroxides 9. 6. Oxidizers 10. 7. Pyrophorics 11. 8. Unstable Reactives 12. 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids Water Reactives Cryogenics Highly Toxic or Toxic Materials Radioactives 13.Corrosives Other Health Hazards None of These. 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, CA92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: 1* 1 3>l 1 I0 YES i. D2. n 3. D 4. n 5. D 6. D NO, ST/ls your business listed on the reverse side of this form? (check all that apply). SOft/ill your business dispose of Hazardous Substances or Medical Waste in any amount? Qr Will 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? Or/Will your business use an existing or install an underground storage tank? CK Will your business store or handle Regulated Substances (CalARP)? ^/ Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt / Date Initials D CalARP Required 1 Date Initials Q CalARP Complete / Date Initials PAST M: SAN DtEGO COUNTY AIR POLLUTH3N CONTROL DISTRICT: If the answer to any of the questions beiow is yes, applicant must contact the Air•IKMa-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 demolition or renovation of residential structures of four units or less. Contact the APCD for more information. 1. YES D NO 2. D 3. 4. D D 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.ora/into/facts/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 the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/: or contact the ^inappropriate school district). SrJWiil there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? JSr Will there be demolition involving the removal of a foad supporting structural member? Briefly describe business activities:Briefly describe proposed project: t penalty of perjury that tb the best of my knowledge and bgfielke(SU O^ I 1C- if" Date FOR OFFICIAL USE ONLY:"FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, 8Y:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (04/07)County of San Diego - DEM -- Hazardous Materials Division SEP-06-2007 THU 03:14 PM CITY OFCARSLBAD FAX NO. 760 602 8558 P. 17 COMMUNITY FACILITIES DISTRICT No. 1 NON-RESIDENTIAL. CERTIFICATE' NON-RESIDENTIAL LAND OWNER. PLEASE READ THIS OPTION CAREFULLY AND BE SURE YOU THOROUGHLY UNDERSTAND BEFORE SIGNING THE OPTION YOU CHOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIAL TAX ASSESSED ON YOUR PROPERTY THIS OPTION IS AVAILABLE ONLY AT THE TIME OF' THE FIRST BUILDING PERMIT ISSUANCE PROPERTY OWNER SIGNATURE is REQUIRED BEFORE SIGNING YOUR SIGNATURE is CONFIRMING THE ACCURACY OF ALL INFORMATION SHOWN. BRESSI OCEAN COLLECTION LLC NAME OF OWNER 128O BISON B9-6O9 ADDRESS'' NEWPORT BEACH CA 9266O 714638-7277 TELEPHONE 2520 GATEWAY RD BLDD (& 2524 GATEWAY RD) PROJECT ADDRESS CARLSBAD, CA 92O09 CITY, STATE 213261 0800 ZIP LOT 17 CITY, STATE ZIP ASSESSOR PARCEL NUMBER(S) OR APN(s) AND LOT NUMBERS(S) IF NOT YET SUBDIVIDED BY COUNTY ASSESSOR CBO7O432 _. BUILDING PERMIT NUMBER(S) AS CITED BY ORDINANCE No NS-155 ANO ADOPTED BY THE CITY OF CARLSBAD. CALIFORNIA. THE CITY is AUTHORIZED TO LEVY A SPECIAL TAX IN COMMUNITY FACILITIES DISTRICT No i ALL NON-RESIDENTIAL PROPERTY. UPON THE ISSUANCE OF A BUILDING PERMIT, SHALL HAVE THE OPTION TO (I) PAY THE SPECIAL DEVELOPMENT TAX ONE TIME OR (2) ASSUME THE ANNUAL SPECIAL TAX - DEVELOPED PROPERTY FOR A PERIOD NOT TO EXCEED TWENTY- FIVE (25) YEARS PLEASE INDICATE YOUR CHOICE BY INITIALIZING THE APPROPRIATE LINE BELOW OPTION (1) 1 ELECT TO PAY THE SPECIAL. TAX - ONE TIME NOW. AS A ONE-TIME PAYMENT AMOUNT OF ONE-TIME SPECIAL. TAX: $ 8,886.17 OWNER'S INITIALS OPTION (2) I ELECT TO PAY THE SPECIAL DEVELOPMENT TAX ANNUALLY FOR A PERIOD NOT TO EXCEED TWENTY-FIVE (25) YEARS MAXIMUM ANNUAL SPECIAL TAX. $ 1,227.18 OWNER'S INITIALS' I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY VVJItLXUEPROVISlON AS STATED ABOVE SIGNATURE OF PROPERTY OWNER .tj.\ TITLE PRINT NAME DATE THE CITY OF CARLSBAD MAS NOT INDEPENDENTLY VERIFIED THE INFORMATION SHOWN ABOVE THEREFORE,WE ACCEPT NO RESPONSIBILITY AS TO THE ACCURAt Y OR COMPLETENESS OF THIS INFORMATION LAND USE, FY. FACTORlNDUS 3/O3 .8624 X SQUARE FT 10.3O4* 8,886.17 ACORD- CERTIFICATE OF LIABILITY INSURANCE j^SS-f PRODUCER Snapp & Associates Insurance Services, Inc. 438 Camino del Rio So. #112 San Diego CA 92108 Phone:619-908-3100 Fax:619-908-3110 INSURED S.P. White Construction, Inc.Dba: White Construction5937 Darwin Court, Suite 100Carlsbad CA 92008 DATE(MMIDDrYYYY) 01/05/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATICS ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE INSURER A: Colony Insurance Co. INSURERS: Hartford rira Insimno* Co. INSURER c: RSUT Indemnity Company INSURER tt Everest national Insurance Co. INSURER E: . NAIC# 19682 COVERAGES MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. IN5RLTR A B C D UJD1 NSR TYPE OF INSURANCE GENERAL LIABILITY ^ COMMERCIAL GENERAL LIABILITY ^] CLAIMS MADE | X | OCCUR SEWL AGGREGATE LIMIT APPLIES PER x] POLICY) |5eCT I UQC AUTOMOBILE LIABILITY X X X ANY AUTO ALL OWNED ALTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY EXC x~1 X ANYAUrO ESS/UMBRELLA LIABILITY OCCUR | | CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUtiVEOFFICER/MEMBER EXCLUDED? f yes. describe underSPECIAL PROVISIONS below OTHER POLICY NUMBER GL950965 72TJECKR7873 NHA224736 7600000885101 POUCY EFFECTIVEDATEIMIWDIVYY) 10/01/09 10/01/09 10/01/09 01/01/10 POLICY EXPIRATION 10/01/10 10/01/10 10/01/10 01/01/11 LIMITS EACH OCCURRENCE UAWlAsjb IU I^NIt:UPREMISES (Ea occurence) MED EXP (Any one person) PERSONAL t. ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT(Ea accident) BODILY INJURY(Per person) BODILY INJURY(Per accident) PROPERTY DAMAGE(Per accident) AUTO ONLY - EA ACCIDENT OTHER THAN EAACC AUTO ONLY: AQQ EACH OCCURRENCE AGGREGATE X I WUSIAIU. 1 IUIK-iTORYLIMrrS 1 1 ER EL. EACH ACCIDENT EL. DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMIT $1,000,000 $100,000 $5,000 $1,000,000 $2,000,000 $2,000,000 $ 1000000 $ $ $ $ $ $ $10,000,000 $10,000,000 $ $ $ $ 1000000 $ 1000000 $1000000 Re: Operations of the named insured subject to the terms and conditions of the policy. 10* days notice of cancellation in the event of nonpayment of premium. CERTIFICATE HOLDER CANCELLATION CITYOFC City of Carlsbad At tii : Building Dept. 1635 Faraday Ave Carlsbad CA 92008-7314 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATK* DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.. ... . ACORD 25 (2001/08) SQWuSU^" © ACORO CORPORATION 1988 ^-t v^ *£ ^ 1? ^£ ° ^ - ^ O 18 m 9£ va<n I ?S It0 «0 91 U 0 DoQ10 •c * r Z ^ ^' •-s ^. ^O * *