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2175 SALK AVE; 200; CB111928; Permit
10-17-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CBl 11928 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant; CHIE HONDA PO BOX 99429 SAN DIEGO CA 92109 858-794-3222 2175 SALK AV CBAD St: 200 Tl Sub Type: 2120210800 Lot#: $403,791.00 Construction Type: Reference #: ALTIUM: 10878 SF SHELL TO OFFICE INDUST 0 5B Status: ISSUED Applied: 09/07/2011 Entered By: JMA Plan Approved: 10/17/2011 Issued: 10/17/2011 Inspect Area: Plan Checl<#: Owner; RIO SD PLAZA IIIVIASTER LLC C/O NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE #100 CARLSBAD CA 92008 Building Pemnit $1,887.30 Meter Size Add'l Building Pennit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $1,321.11 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $84.80 PFF (3105540) $7,349.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $15,252.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $80.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $280.00 Other Building Fee $0.00 MECHANICAL TOTAL $142.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $15,656.16 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $16.00 HMP Fee ?? Fire Expedited Plan Review $610.00 Green BIdg Standards Plan Chk ?? TOTAL PERMIT FEES $42,678.37 Total Fees: $42,678.37 Total Payments To Date: $42,678.37 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: f ^ ' (f (I Clearance: NOTICE: Please take NOTICE that approval of your project Includes the Imposition'' of fees, dedications, reservations, or other exactions hereafter collectively refen'ed to as lees/exactlons." 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 bai any sutisequent legal action to attack, review, set aside, void, or annul their imposition. You are hereljy 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 sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv tieen given a NOTICE similar to this. Qr as to which the statute of limitations has orevlQuslv othenvise 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. Est. ValuedMrS"g;S<97. 7^ Plan Ck. Deposit Date ql^l iJ SWPPP JOB AODRESS 2175 Salk Ave. #0FUNnrs SUITE*/SI>«CE«/UNrr« 200 * BATHROOIVIS 0 212 021 - 02 00 CT/PROJECT # LOT# PHASE# II TENANT BUSINESS NMNe Altium CONSTR. TYPE VB occ. GROUP B/A DESCRIPnONOFWORK: /nciwttSqiHUKftttofMOetadilrMfs; ^ TENANT IMPROVEMENT IN EXISTING SHELL - SCOPE OF WORK: CONSTRUCTION OF NEW TENANT IMPROVEMENTS FOR TYPICAL OFFICE USE INCLUDING OFFICES, BREAKROOM AND MEETING ROOMS PER PUN. NEW MECHANICAL UNfTS TO ACCOMMODATE NEW LAYOUT. NEW CEILING AND LIGHTING SYSTEMS TO BE INSTALLED TO ACCOMMODATE NEW LAYOUT AND ENERGY SAVINGS REQUIREMENTS. PROPOSED USE Office GARAGE (SF) 0 FiREPLACE YESP#. NOfTI AiR CONDrriONING YESfTjNof^ FIRE SPRINKLERS YESEJNOQ EXISnNQ USE Existing Shell PATIOS (SF) 0 DECKS (SF) APPUCANT NAME (Primary Contact) Chie Honda APPUCANT NAME (Secondary Contact) Amy Tobia ADDRESS P.O. Box 99429 ADDRESS crrv San Diego STATE CA ZIP 92109 crrv STATE ZIP PHONE 858-794-3222 858-490-0364 PHONE EMAIL FAX EMAIL chonda@designcorpsd.com atobia@designcorpsd.com PROPERTY OWNER NAME JEFF BRUSSEAU ACJDRESS CONTRACTOR BUS. NAME 1525 Faradav Ave. SuKe 100 ADDRESS crTY Carlsbad STATE CA ZIP 92008 CITY STATE CA- ZIP PHONE 760-607-4282 FAX 760-607-4286 PHONE FAX EMAIL Jbrusseau@newportnational.biz EMAIL ARCH/DESIGNER NAME t ADORESS STATE UC.# CITY BUS. UC.# (Sec. 7031.5 Business and Professions Code: Any Cily or County which requires a permit to construct, alter, Improve, demolish or repair any structure, prior to its issuance, also requires the applicant fbr 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 7600 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fbr a permit subjects the applicant to a civil penalty of not more than five hundred dollars $500)). WORKERS' COMPENSATION Woiksn' Cofflpansatlon Dedaralion: / AerBty affirm under pena^ of peijury one of Oie fotoiiing declarations: I have and wHI maintain i cartMlcats of eonsant to salf-intura for woriters' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of ffre wodt for which ffiis permit is issued. r and wHI maintain workers' compensation, as required by Section 3700 of the Lalxjr CkxJe, (or the perfbrmance of ttie worti for which this permit is issued. My wortiers' compensation insu^mce Cf nierand policy number are: Insurance Co. ^Tlft^'gr'' '^''tj!^^^^ Policy No. g?Ono33C.> "T.XDjXD Expiration Date. bn insurance earner and pc Bsection need not be completed if ttie perniit is for one hundred dollars ($100) or less. CeitHicala of Exemption: I certtly ttiat in ttie perfomiance of ttie work for which ttiis perinit is issued, I shall n^ CaHfomia WARNING: Faikm to secure worinrs' compansation coverage is unlawful, am) shall subject an employer io criminal penalties and dvil fines up to one hundred thousand ddlare (ft100,000), In addition to the cost of compansaUon, damagss ts pioviidad fbr bSiction 3706 of tha Labor code, Intaratt and attorney's fees. CONTRACTOR SIGNATURE /f? OWNER-BUILDE/7 DECLAK ATION •AGENT DATE 1l\ I her^alflrmthei I am exempt fom Contractors LhenseLem (or the folkMiing reason: I I 1, as ownerof ttie propeity or rny emptoyees witti wages as ttieirsolecoinpensatton, will do ttie woricand ttie sttucture is not intended IJcense Law does not apply to an owner of property who bulkls or improves ttiereon, and who does such woik himself sale, if, however, ttie buMIng or improvement is sokl wittiin one year of completton, ttie owner-buiUer win have ttie burden of proving ttiat he dk) not bulk! or improve for ttie purpose of sale). r~l 1, as owner of ttie property, am exchBivslyconbacttng witti ik»nsed contractois to constnx:t ttie project (Sec. 7()44,BusineK not apply to an owner of property who bulkls or improves ttieieon, and conttacts fbr such projects witti conbactor(s) lk»nsed pui^^ |~~| I am exempt under Sectton. .Business and Profosstons (Me for ttiis reason: 1.1 personally plan to provkle ttie major labor and materials fbr consbbctton of ttie proposed property improves mves r~lNo 2.1 (have / have not) signed an applk:atton for a buikling permit for ttie proposed work. 3.1 have contracted witti ttie foitowing person (fimi) to provkle ttie proposed constmctkm (inchide name address / phone / contractors' Itoense number): 4.1 plan to provide porttons of ttie wortt, but I have hired ttie folkiwing person to coordinate, supervise and provkle ttie major worit (Mude name / address / phone / conttai:tois' Itoense number): will provide sorne of ttie worit, but I have contracted (hired) the folkming persons to provide ttie wortt Intlcale^ ^eTpfiOPERTir OWNER SIGNATURE QAGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T 1 A L BUILDING PERMITS ONLY Is ttie appitoant or future buikling occupant required to submit a businesyjjan, acutely hazardous materials regisbatton fomi or rtsk management and preventton program under Secttons 25505,25533 or 25534 of ttie Prestey-Tanner Hazaidous Substance Account Act? C^^** I INo Is ttie appitoant or future buiklinfl occupant reouired to obtain a permit from ttie air pollutton control district or air qualitv management disttfct? Qves PI No Is ttie facility to be constmcted wittiin 1,0(X) feet of ttie outer boundary of a school site? flYes IINO IF ANY OF THE ANSWERS ARE YES, A RNAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POUUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this pefmit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION loertliyihatlhaw read the applcalkin and Slate BiattheahowlBfomialion Is conect and Ihrt I hereby auttiorize representative of ttie CKy of Cartsbad to enter upon ttie above menttoned property for inspectton purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE QTY OF CARLSBAD AGAINST Aa UABIUTIES, JUDG»«NTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID QTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA'An ()SHA permit is required excavattons over E'er deep and demottton or constructton of stnxilufe^ EXHRATION: Every pemiit Issued by ttw BuMtog (>lkjal upiW ttie prov^^ 180 days fiom ttie date of such pemiit w If ttie buMii^qp«^auttiorized b^su£!)^emA ) APPLICANT'S SIGNATURE DATE City of Carlsbad BIdg Inspection Request For: 12/05/2011 Inspector Assignment: PD Permits CB111928 Title: ALTIUM: 10878 SF SHELL TO Description: OFFICE 2175 SALKAV 200 Lot: Type:TI Sub Type: INDUST Job Address: Suite: Location: OWNER RIO SD PLAZA II MASTER LLC Owner: RIO SD PLAZA II MASTER LLC Remarks: Phone: 7602774573 Inspector. Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: BRENT Entered By: JANEAN Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection Historv Date Description Act Insp Comments 12/01/2011 89 Final Combo NR PD 11/21/2011 34 Rough Electric AP PD PANELS, TRANSFORMERS TSPB ELEC 200A AND 200B 11/21/2011 84 Rough Combo AP PD CEILING 11/18/2011 34 Rough Electric NR TP 10/19/2011 14 Frame/Steel/Bolting/Welding AP PD WALLS 10/19/2011 21 Underground/Under Floor AP PD 10/19/2011 24 Rough/Topout AP PD 10/19/2011 34 Rough Electric AP PD 08/04/2011 17 Interior Lath/Drywall PA PD @ 2ND FLOOR Inspection List Permlt#: CB111928 Type: Tl INDUST Date 12/05/2011 12/05/2011 12/02/2011 12/02/2011 12/01/2011 12/01/2011 11/21/2011 Inspection Item 89 Final Combo 89 Final Combo Final Combo Final Combo Final Combo Final Combo Rough Electric 11/21/2011 84 11/18/2011 34 10/19/2011 14 10/19/2011 21 10/19/2011 24 10/19/2011 34 08/04/2011 17 Rough Combo Rough Electric Frame/Steel/Bolting/Weldin Underground/Under Floor Rough/Topout Rough Electric Interior Lath/Drywall Inspector PD TP PD PD PD TP PD PD PD PD PD Act Rl AP Rl NR Rl NR AP AP NR AP AP AP AP PA ALTIUM: 10878 SF SHELL TO OFFICE Comments NEED BRK RM GLASS INSTALLED PANELS, TRANSFORMERS TSPB ELEC 200A AND 200B CEILING WALLS @ 2ND FLOOR Monday, December 05, 2011 Page 1 of 1 cinifciiiiM final BuHdlng Inspaction Dept: Building Engineering Planning CMWD St Lite ^ Plan Check #: Pennit #: CB111928 Project Name: ALTIUM: 10878 SF SHELL TO OFFICE Address: 2175 SALK AV #200 Lot: Phone: 7602774573 Water DIst: CA Contact Person: BRENT Sewer Dist: CA Date: 12/01/2011 Permft Type: Ti Sub Type: INDUST Inspected By: Inspected By: Inspected By: Date Inspected: ItlZ \2^l Approved: Date Inspected: Approved: Date Inspected: Approved: Disapproved: Disapproved: Disapproved: Comments: Carlsbad 11-1928 10/4/11 EsGil Corporation In (Parttiership with government for <BuiCifing Safety DATE: 10/4/11 •y\PPLICANT qr JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-1928 SET: II PROJECT ADDRESS: 2175 Salk, Suite 200 PROJECT NAME: Office TI ^ The plans transmitted herewith have been corrected where necessary and substantially connply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 9/26/11 EsGil Corporation In Parttiership with government for (Building Safety DATE: 9/16/11 • AEEUeANT • ^URlQ JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-1928 SET: I PROJECT ADDRESS: 2175 Salk, Suite 200 PROJECT NAME: Office TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I 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. f I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Design Corp, Att'n: Chie Honda P.O. Box 99429, San Diego, CA 92109 I I 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: Chie Honda Telephone #: (858) 794-3222 K 3©*^ Date contacted: 9f I*)'n (by: jsv^ ) Email: chonda@designcorpsd.com Fax #: (858) 490-0364 • 6 Mail y Telephone Fax In Person • REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 9/9/11 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 11-1928 9/16/11 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 11-1928 JURISDICTION: Carlsbad OCCUPANCY: B USE: Offices TYPE OF CONSTRUCTION: VB ACTUALAREA: 10,878 ALLOWABLE FLOOR AREA: no change STORIES: 3 HEIGHT: no change SPRINKLERS?: Yes OCCUPANT LOAD: Suite 200=266 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/9/11 DATE INITIAL PLAN REVIEW COMPLETED: 9/16/11 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copv) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad 11-1928 9/16/11 • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. . ENERGY CONSERVATION 1. Imprint on the plans the signed MECH-1 C forms. 2. The OSA listed on sheet M-0.1 for units 200-6, 7, 8, 9 & 10 must be consistent with the energy design limits listed on the MECH-2C for each of these proposed units. • MECHANICAL 3. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination area for the ceiling mounted HP's.. CMC 309.0 & CPC 807.0. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 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 Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 11-1928 9/16/11 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 11-1928 PREPARED BY: Chuck Mendenhall DATE: 9/16/11 BUILDING ADDRESS: 2175 Salk, Suite 200 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) spec offices Tl 10878 37.12 403,791 Air Conditioning Fire Sprinklers TOTAL VALUE 403,791 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance • $1,752.49 Plan Check Fee by Ordinance Type of Review: • Repetitive Fee Repeats 0 Complete Review • Other Hourly EsGil Fee • Structural Only Hr. @ $1,139.12 $981.39 Comments: Sheet 1 of 1 macvalue.doc + CITY OF CARLSBAD BUSLDING PLANCHECK CHECKUST E-36 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 11-1928 Review # 1 Date: September 23,2011 Project Address: 2175 Salk Avenue - Suite 200 APN: 212-021-02-00 Project Description: Tenant improvement - convert 10,878 sf of existing Valuation: shell space to office ENGINEERING Contact: Linda OntlverOS Phone: 760-602-2773'' Email: llnda.ontlveros@carlsbadca.gov Fax: 760-602-1052 STOP! Please Read Any outstanding issues v«^ill be marked with LXJ . Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with / ATTACHIVIENTS: Engineering Application Right-of-Way Application/Info. Sheet ] Storm Water Form 1___J Reference Documents OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY REMARKS DATE: September 23,2011 Notification of Engineering APPROVAL has been sent to via on E-36 Page 1 of 6 REV 4/30/11 CB 11-1928 Review # 1 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: r1 LJ ! / I North arrow L / J Existing & proposed structures ( J Existing street improvements L I Property lines (sHow all dimensions) 1 J Easements EZZl Right-of-way width & adjacent streets L" 7~1 Driveway widths I Existing or proposed sewer lateral rrZ] Existing or proposed water service I I Submit on signed approved plans: DWG No. Show on site plan: [LU Drainage patterns • [13 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ] ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". ] Existing & proposed slopes and topography ]Size, 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. J Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: 1/1 Site address ~~] Assessor's parcel number I I Legal description/lot number ! 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. i Show all existinq use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: Subdivision/Tract: Reference No(s): E-36 Page 2 of 6 REV 4/30/10 CB 11-1928 Review # 1 2. DISCRETIONARY APPROVAL COMPLIANCE / I Project does not comply with the following engineering conditions of approval for project no.: NA 3. DEDICATION REQUIREMENTS LZJ 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 $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS 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 $100.000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. / I Public improvements required as follows: NA Construction of the public Improvements must 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 nf $ 441 nn so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. / I Future public improvements required as follows: NA E-36 Page 3 of 6 CB 11-1928 Review # 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. TENANT IMPROVEMENT I [Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This Information must be included on the plans. If no grading Is proposed write: "NO GRADING" [Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading pennit is not required.) All required documentation must be provided to your Engineering Construction Inspector per the attached list. The inspector will then provide the engineering counter with a release forthe building permit. r7~1 No grading permit required. I Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS f7~| 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 stonn drain, sewer and water utilities. I Right-of-way permit required for: E-36 Page 4 of 6 REV 6/30/10 CB 11-1928 Review* 1 7. STORM WATER Construction Compliance I / I Project Threat Assessment Form complete. r I Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached fonn and return (SW ) Requires Tier 2 Stonn Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Vl Stonn Water Standards Questionnaire complete. LL r_] storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Stonn Water Requirements. See city Standard Urban , Stomn Water Management Plan (SUSMP) for reference. http://www.carlsbadca.aov/business/buildinq/Documents/EnaStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: rn Rainwater harvesting (rain barrels or cistern) • Vegetated Roof (Zl Bio-retentions cell/rain garden I I Pervious pavement/pavers I I Flow-through planter/vegetated or rock drip line f~] Vegetated swales or rock infiltration swales II Downspouts disconnect and discharge over landscape • Other: E-36 Page 5 of 6 REV 4/30/10 CB 11-1928 Review # 1 9. WATER METER REVIEW . Domestic (potable) Use Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1° meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be V*". 8. FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Pennit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required [ |yes Upgrade yes No fees required r~1 yes • no • yes Qno • yes Qno • yes Cno [__jno (Is addition over 150' from center line) •no 10. Additional Comments E-36 Page 6 of 6 REV 4/30/10 Fee Calculation Worksheet ENGINEERING DIVISION CB 08-1193 Prepared by: Linda Ontiveros Date: September 23,2011 GEO DATA: LFMZ: / B&T: Address: 2175 Salk Avenue (Suite 200) BIdg. Permit #: CB 11-1928 Fees Update by: Date: Fees Update by: Date; EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Types of Use:Warehouse to Office Types of Use: [EDU CREDIT FROM Types of Use: ======Current charge Sq.Ft./Units Sq.Ft./Units 10,878/1800 Sq.Ft./Units CB 08-1193] Sq.Ft./Units calculations==== ADT CALCULATIONS: List types and square footages for all uses. Sq.Ft./Unlts Sq.Ft./Units 20/1000 (10,878L Sq.Ft./Units CB 08-1193] Sq.Ft./Unlts calculations==== Types of Use: Types of Use Warehouse to Office Types of Use: [ADT CREDIT FROM Types of Use: =====Current charge FEES REQUIRED: Within CFD: 0YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) • NO 1. PARK-IN-LIEU FEE:nNW QUADRANT DNE QUADRANT DSE QUADARANT DSW QUADRANT EDU's EDU's 6.04 EDU's [2.18] EDU's = 3.86 ADT's ADT's 218 ADT's [54] ADT's = 164 X X ADT'S/UNITS: | X FEE/ADT: 2. TRAFFIC IMPACT FEE: ADT'S/UNITS: 164 3. BRIDGE & THOROUGHFARE FEE ADT'S/UNITS: 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 5. SEWER FEE EDU's 3.86 BENEFIT AREA: E EDU's 3.86 I X 6. DRAINAGE FEES: PLDA: ACRES: IX 7. POTABLE WATER FEES: UNITS CODE CONN. FEE FEE/ADT: 93 • DIST.#1 FEE/ADT: ZONE: FEE/SQ.FT./UNIT: X FEE/EDU: 1.096 FEE/EDU: 2.960 •HIGH FEE/AC: =$ =$ 15,252 • DIST.#2 =$ =$ =$ 4,230.56 • DIST.#3 MED METER FEE =$ 11,425.60 UM [ZJLOW =$ SDCWA FEE TOTAL ^ 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: • Building Permit • Right-of-Way Permit ^My project is categorically EXEHUPT from ' the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following pemiit types: Electrical Fire Additional Fire Alami Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria'' Afo Tkhat Assessment Criteria • My project qualifies as NO THREAT and Is exempt from the requirement to prepare a stomi water pollution prevention plan (SWPPP) l>ecause Kiiwititw^wtiiMriMMiiniiitaiiriioBlieCysPiioiidThw^ Level. My project does not meet any of the High, Moderate or Low Threat criteria described twiow. Tierl - Low Threat Assessment Criteria • My project does not meet any of the Significant or Moderate Threat criteria, Is not an exempt perniit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturtiance; and/or • Includes outdoor constmction activities (such as saw cutting, equipment washing, material stockpiling, vehnle fueling, waste stockpiling). Tierl - Mo(fefB<e Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria described bekw and meets one or more of the fbltowing criteria: • Project requires a grading plan puisuant to the Cartsbad Grading Ordinance (Chapter 15.16 of the Cartsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturtiance including any associated constructton staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the addlttonal fbltowing criteria: • Located within 200 feet of an envlronnnentally sensitive area or the Pacifk: Ocean, and/or • DIsturtied area is tocated on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • DIsturtied area is tocated atong or within 30 feet of a storm drain inlet an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend Into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessmmt Criteria • My project includes clearing, grading or other disturtiances to the ground resulting in soil disturtiance totaling one or more acres including any associated constmctton staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project is part of a phased devetopment plan that will cumulatively result in soil disturtiance totaling one or more acres Including any assodated constmctton staging, equipment storage, refueling and maintenance areas: or, • My project Is tocated inskle or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to neartiy receiving waters by way of stomi water mnoff or non-storm water dlscharge(s). / cerl^ to tiie best of my ifnowledge that the above checked statements are tue and conect I understand and acltnowiedge tiiat even though this project does not require preparation of a constivctton SWPP, I must still adhere to, and at ail times during construction activities for the pemiit type(s) checli above comply wWi the storm water best management practices pursuant to Titie IS of tiie Cartsbad Municipal Code and to City Standards. 'The City Engineer may authorize minor variances from the Stomi Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Constnx:tion SWPPP Tier Level is wan'anted. Project Address: Assessor Parcel tio. SA\^ n'^'0^\'03"00 Ownei^Ownar't Autwiiied AganI Naim: TiHe: Owntr/Owner's A|Mri2*d Ag«iit§imlure: CltyO^ncu^^^ '^K/ rs 1^^' 1 Date: - PrcjactlD: '^It^/^lrf B-24 Page 1 of 1 Rev.03/09 ^ CITY CARLSBAD O F CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction SWPPP Tier Level Construction Threat Assessment Criteria* Perceived Threat to Storm Water Quality Tier 3 Tier 3 - Hioti Construction Threat Assessment Criteria High Tier 3 • Project site is 50 acres or more and grading will occur during ttie rainy season • Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion Actors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years High Tier 3 Tier 3 - Medium Construction Threat Assessment Criteria Medium Tier 3 • All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 Tier 2 Hiah Constmction Threat Assessment Criteria High Tier 2 • Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion Actors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction Is initiated during the rainy season or will extend Into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance High Tier 2 Tier 2 - Medium Construction Threat Assessment Criteria Medium Tier 2 • All projects not meeting Tier 2 High Construction Threat Assessment Criteria Medium Tierl Tier 1 - Medium Insoection Threat Assessment Criteria Medium Tierl • Project is located within the Buena Vtsta or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction Is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance Medium Tierl Tier 1 - Low Inspection Threat Assessment Criteria Low Tierl • All projects not meeting Tier 1 Medium Constnjction Threat Assessment Criteria Low Exempt - Not Applicable - *The city engineer may authorize minor variances from the construction threat assessment criteria in special circumstances where It can be shown that a lesser or higher amount of storm water compliance inspection is warranted In the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 ^ STORMWATER „ , , . «!•> STANDARDS "'"'^^ ^ CITY OF QUESTIONNAIRE I635 Faraday Avenue CARLSBAD E-34 www.cartsbadca.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 Ctt/s Standard Urbm Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary pemiits and/or construction pemiits). The results of the questionnaire detennine the level of stonn water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project wM eittwr be subject to 'Standard StorrmMrter Requirements' or be subject additional criteria caled 'Pttorify Development Project Requirennenis'. Mwiy aspects of project sMe desist are d^iendent upon the stonn water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff detennines 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 ofthe project. Please answer the questions below, follow the instmctions and sign the form at the end. 1. Is vour project a significant redevelopment? DEFINITION: Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impen/ious 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 stmcture; stmctural development including an increase in gross floor area and/or exterior constmction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and land disturbing activities related with stmctural 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 underiying soil during constmction. If your pmject 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 Paget of3 REV3/23/10 «!•> ^ CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca .gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria: YES NO 1. Housina subcHvlslons of 10 or more dwellina units. Examples: sinale familv homes, multl-famllv homes, condominium and apartments 2. Commercial - areater than 1-acre. Anv develooment other than heaw Industrv or residential. Examples: hospitals: laboratories and other medical facilities; educational Institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; minl-malls and other business complexes; shopping malls; hotels; office buiklings; public warehouses; automotive dealerships; airfields; and other light Industrial facilities. / 3. Heaw Industrial / Industrv- areater than 1 acre. Examples: manufacturina olants. food processina olants. metal woriring facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive reoalr shoo. A facility cateaorized In anv one of Sfandard Industrial Classification (SIC) codes 5013. 5014, 5541, 7532-7534, and 7536-7539 / 5. Restaurants. Anv facilitv that sells prepared foods and drinks for consumotion. inciudina sfatlonarv lunch counters and refreshment sfands selling prepared foods and drinks for Immediate consumption (SIC code 5812), where the land area fbr development is greater than 5,000 square feet. Resfaurants 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. r 6. Hlll^de develooment Anv development that creates 5.000 sauare feet of impenrious 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. Envlrorimentallv Sens/tfve Area (ESA)'. All development located within or directiv adiacent^ to or discharaina directly^ 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 Impenriousness of a proposed project site to 10% or more of Its naturally occurring condition. / 8. Parkina lot. Area of 5.000 sauare feet or more, or with 15 or more oaririna spaces, and potentiallv exposed to urisan runoff 9. Streets, roads, hiahwavs. and freewavs. Anv paved surface that is 5.000 sauare feet or areater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outiets. Servlna more than 100 vehicles per dav and areater than 5.000 sauare feet 11. Coastal DevelODment Zone. Anv proiect located within 200 feet of the Pacific Ocean and C\) 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 af tHsturbance. Proiect results In the disturbance of more than 1-acre or more of land and Is considered a Pollufant-generating Development Project^. 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 beneTiclal use by the State Water Resources Control Board (Water Quality ContnsI Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have t>een identified by the Copermittees. 2 'Dirac«ya<<jac«nr mMmiHuaMwHhin200fa«to(th«Environin^^ 3 'Discharging cNracty to' mMiw ouMow from • dralnag* 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. In 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 fbr infrequent vehide use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Pnsjects if they are built with pervious surfaces or if they sheet flow to surrounding pervious surfaces. Section 1 Results: .If you ansvi«red 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 ttie "does not meet PDP requirements' box In Section 3. E-34 Page 2 of 3 REV 3/23/10 ^ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 \ SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES NO 1. Project results In the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition In Section 1). If you answered NO, please proceed to questton 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT reqidrements. Please check ttie 'meets PRIORITY DEVELOPICNT PROJECT requiraments' box in Se<^ 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 questton 3. If you answered NO, then you ARE NOT a significant redevelopment and your project Is subject to STANDARD STORMWATER REQUIREMENTS. PleaM check the'does not mert PDP raqukemems'bm in Section 3 below. 3. Is the project sotejy limited to just one of the following: a. Trenching and resurfacing associated with utility wori<7 b. Resurfacing and reconfiguring existing surface paridng lots? c. New sktewalk 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 ofthe 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. Ptese check ttie'does not meet PDP raquheroenlt'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 Impenneable surface or (2) Increases Impenneable 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 PRfORITY DEVELOPMENT PROJECT requirenients' box Sectton 3 bekwv. If you answered NO, then you ARE NOT a significant redevelopment and your project Is subject to STANDARD STORMWATER REQUIREMENTS. Please check ttie 'does not meet PDP requirements' box in Sectkm 3 below. SECTION 3 Questionnaire Results: • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stomnwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box This Box Ibr City Use Only Address: Sa\h M- Assessor's Parcel Number(s): 0.2,1 ^D2^"0o Applicant Name: Applicant Title: Applicant Signature: /7/ Date: ^ City Concurrence: YE^ NO Project ID: E-34 Page 3 of 3 REV 3/23/10 f s f iP (0 CO o o o n a a. a. a. 3 • • • • PLANNING DEPARTIVIENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB11-1928 Address 2175 Salk Avenue Planner Chris Sexton Phone (760) 602-4624 APN: 212-021-08 Type of Project & Use: H Net Project Density: DU/AC Zoning: O General Plan: O.Facilities Management Zone: 5 CFD (in/out) #_Date of participation: Remaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit: ) Legend: ^ Item Complete^ • ]tem Incomplete - Needs your action Environmental Review RequiredT**"^^ YES • NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES • NO • TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compilance with conditions or approval? if not, state conditions which require action. Conditions of Approval: G D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES Q NO Q If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): • IZI Habitat IVIanagement Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • • Inclusionary Housing Fee required: YES • NO • (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Traclting Form (form P-20) completed: YES • NO • N/A • Rev 6/11 Site Plan: Kl • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines lEI • • 1. Applicability: YES • NO • • • • 2. Project complies: YES • NOO Zoning: • • 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required. Required. Required. Required. 13 D D 2. Accessory structure setbacks: Front: Required. Interior Side: Required. Street Side: Required. Rear: Required. Structure separation: Required. Shown. Shown. Shown. Shown. Shown Shown, Shown. Shown. Shown. Shown • • 3. Lot Coverage: Required, Shown • • 4. Height: Required. Shown • • Spaces Required, Shown 5. Parking: (breakdown by uses for cpmmercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments 1) Please show how the new roof mounted equipment will be screened. Please see attached handout. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE^^^ DATE?- ^<9'- // Rev 6/11 Carlsbad Fire Department BUILDING DEP t Plan Review Requirements Category: TI, INDUST Date of Report: 10-14-2011 Name: Address: CHIE HONDA PO BOX 99429 SAN DIEGO CA 92109 Reviewed by: Permit #: CBl 11928 Job Name: ALTIUM: 10878 SF SHELL TO Job Address: 2175 SALK AV CBAD St: 200 XXXX! \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/V/\/\/\/\, /VVWVWX/VX/X/X/X/X/X/X/WX/VX/' Conditions; Cond: CON0004997 [MET] CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 10/14/2011 By: GR Action: AP . CONPlTlOf^t REGOMMENDATION FOR APPROVAL CONDITIONS BLDG. DEPT COPY TI-1.-2 1. Revise Door & Hardware Note 2 by removing the following wording: with a single effort by lever hardware. Describe how this door operation will meet the intent of panic hardware. Door Type B shall open when the weight of an occupant pushes up against it. 2. Clarify that only one occupant load sign will be posted in Large Conference Room 211. Daryl K. James & Associates, Inc. Checked by: Darvl Kit James 205 Co//na Terrace Date: September 27, 2011 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobai.net APPLICANT: Chie Honda JURISDICTION: Carlsbad Fire Department PROJECT NAME: Altium PROJECT ADDRESS: 2175 Salk Ave Ste 200 PROJECT DESCRiPTION: CBl 11928 10,878 SF T.I. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS • To expedite the recheck process, please note on this list (or copy) your response following each comment. Denote where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Please email a copy of Esgil comments when available. * PLEASE SUBMIT REVISED PLANS DIRECTLY TO; DARYL K. JAMES 205 COLINA TERRACE VISTA, CA 92084 TS Scope & Sheet Index V Provide a roof plan showing the location of new piece of roof mounted equipment and the provisions taken to compiv with Carlsbad Policv 80-6 Intent B. (Fireman Safety) T.2 (Also applicable to Ti-1.1. TI-3 & E-1 V Occupant load from Work Room 213 shall be added to the occupant load of Break Room 214. V Provide egress from Break Room 214, an assembly occupancy, in accordance with CBC 1004.1 (2 exits), CBC1015.2.1 (arrangement/remoteness of 2 exits), CBC 1004.3 (occupant load sign), CBC 1008.1.2 (door swing for additional exit) and CBC 1008.1.10 panic hardware). Added exit door to Room 214. Provide exit signs in accordance with 1006 & 1011 respectively and coordinate with E-1. V Denote paths of egress and length of travel distance from all areas of the suite as per CB1016.1 V Denote length of each common path of travel as per CBC 1014.3. Ti-1.1 Work Room 213 V Built- in double oven is NIC. List built- in double oven and proposed use (type of food) to the deferred list of Deferred Submittal Items on TS. Omitted TM.2 Door Scheduie V Indicate Hardware Set #s for E1 & E2 V Verify material for doors 9 & 10. Page: 2 of 2 Door Hardware Schedule Denote panic hardware set under Door Hardware Schedule. Coordinate with Door Schedule V Denote occupant load sign in Large Conference Room 211 under remarks column. CBC 1004. Door Elevations V Door B. Provide manufacturer's specifications, including listing for rated glass. Ti-3 Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with E-1. V Justify omission of emergency lighting in Large Conference Room 211 CBC 1006.3 V Include emergency lighting and exit signs in existing rated corridor. TI-5.1 Detail 2 V Provide listed design number, ICC-ES number or reference to applicable Item number in CBC Table 720. E-1 TTnclude emergency lighting and exit signs in existing rated corridor. V Provide the following note: Means of egress illumination shall be not less than 1 foot-candle at the walking surface on RCP. V Clearly denote symbol for emergency lighting on Reflected Ceiling Legend. Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with TI-3. V Justify omission of emergency lighting in Large Conference Room 211 CBC 1006.3 Coordinate SD locations as denoted on Sheet M-0.1 M-2.1,M-2.2&M2.3 V Denote SD locations indicated on Sheet M-0.1 V Denote SD next to HP 200-6 V Delete SD next to HP and HP. 200-1 200/8 MEP V Include emergency lighting and exit signs in existing rated corridor. V Denote locations of fire dampers N/A V Where applicable, denote penetrations of any rated assemblies. Provide a detail and listings for penetration of fire rated assemblies as per CBC 713. 1^ CORRECTION LIST 2 ^^^^ ^^p^ Page: Dary/ K. James & Associates, Inc. Checked by: Daryl Kit ^ames 205 Co//na Terrace Oate: September 27, 2011 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcgiobal.net APPLICANT: Chie Honda JURISDICTION: Carlsbad Fire Department PROJECT NAME: Altium PROJECT ADDRESS: 2175 Salk Ave Ste 200 PROJECT DESCRIPTION: CB111928 10,878 SF T.I. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS • To expedite the recheck process, please note on this list (or copy) your response following each comment. Denote where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Please email a copy of Esgil comments when available. • PLEASE SllBMiT REVISED PLANS DIRECTLY TO; DARYL K. JAMES 205 COLINA TERRACE VISTA, CA 92084 PLEASE ADDRESS REIVIAINING COMMENTS SHOWN IN BLUE FONT I§ Scope & Sheet Index Provide a roof pian showing the location of new piece of roof mounted equipment and the provisions taken to compiv with Carisbad Policv 80-6 intent B. (Fireman Safety) T.2 (Also applicable to Ti-1.1. TI-3 & E-1 V Occupant load from Work Room 213 shall be added to the occupant load of Break Room 214. V Provide egress from Break Room 214, an assembly occupancy, in accordance with CBC 1004.1 (2 exits), CBC1015.2.1 (arrangement/remoteness of 2 exits), CBC 1004.3 (occupant load sign), CBC 1008.1.2 (door swing for additional exit) and CBC 1008.1.10 panic hardware). Added exit door to Room 214. Provide exit signs in accordance with 1006 & 1011 respectively and coordinate with E-1. V Denote paths of egress and length of travel distance from all areas of the suite as per CB1016.1 V Denote length of each common path of travel as per CBC 1014.3. TI-1.1 Work Room 213 V Built- in double oven is NIC. List built- in double oven and proposed use (type of food) to the deferred list of Deferred Submittal Items on TS. Omitted Tl-1.2 Door Schedule V Indicate Hardware Set #s for E1 & E2 V Verify material for doors 9 & 10. Door Hardware Schedule Denote panic hardware set under Door Hardware Schedule. Coordinate with Door Schedule Denote occupant load sign in Large Conference Room 211 under remarks column. CBC 1004. Page: 2 of 2 Door Elevations V Door B. Provide manufacturer's specifications, including listing for rated glass. TI-3 Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with E-1. Justify omission of emergency lighting in Large Conference Room 211 CBC 1006.3 V Include emergency lighting and exit signs in existing rated corridor. Ti-5.1 Detail 2 V Provide listed design number, ICC-ES number or reference to applicable Item number in CBC Table 720. E-1 Tinclude emergency lighting and exit signs in existing rated corridor. >/ Provide the following note: Means of egress illumination shall be not less than 1 foot-candle at the walking surface on RCP. V Clearly denote symbol for emergency lighting on Reflected Ceiling Legend. Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with TI-3. Justify omission of emergency lighting in Large Conference Room 211 CBC 1006.3 1:3 Coordinate SD locations as denoted on Sheet M-0.1 M-2.1.M-2.2&M2.3 Denote SD locations indicated on Sheet M-0.1 Denote SD next to HP 200-6 Delete SD next to HP and HP. 200-1 200/8 MEP V Include emergency lighting and exit signs in existing rated corridor. V Denote locations of fire dampers N/A V Where applicable, denote penetrations of any rated assemblies. Provide a detail and listings for penetration of fire rated assemblies as per CBC 713. CORRECTION LIST BLDG. DEPT COPY Page: 1 of 1 Daryl K. James & Associates, Inc. Checked by: Daryl Kit James 205 Co//na Terrace Date: September 13. 2011 Vista, CA 92084 T. (7601724-7001 Email: kitfire@sbcglobal.net APPLICANT: Chie Honda JURISDICTION: Carlsbad Fire Department PROJECT NAME: Altium PROJECT ADDRESS: 2175 Salk Ave Ste 200 PROJECT DESCRIPTION: CB111928 10,878 SF T.I. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTiONS • To expedite the recheck process, please note on this list (or copy) your response following each comment. Denote where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Please email a copy of Esgil comments when available. S PLEASE SUBMIT REVISED PLANS DIRECTLY TO; DARYL K. JAMES 205 COLINA TERRACE VISTA, CA 92084 COMMENTS IS Scope & Sheet Index Provide a roof plan showing the location of new piece of roof mounted equipment and the providisions taken to comply with Carlsbad Policy 80-6 Intent B. (Fireman Safety) T.2 (Also applicable to Ti-1.1. TI-3 & E-1 Occupant load from Work Room 213 shall be added to the occupant load of Break Room 214. Provide egress from Break Room 214, an assembly occupancy, in accordance with CBC 1004.1 (2 exits), CBC1015.2.1 (arrangement/remoteness of 2 exits), CBC 1004.3 (occupant load sign), CBC 1008.1.2 (door swing for additional exit) and CBC 1008.1.10 panic hardware). Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with E-1. Denote paths of egress and length of travel distance from all areas of the suite as per CBl 016.1 Denote length of each common path of travel as per CBC 1014.3. TI-1.1 Work Room 213 Built- in double oven is NIC. List built- in double oven and proposed use (type of food) to the deferred list of Deferred Submittal Items on TS. Tl-1.2 Door Schedule Indicate Hardware Set#s for E1 & E2 Verify material for doors 9 & 10 Door Elevations Door B. Provide manufacturer's specifications, including listing for rated glass. Page: 2 of 2 TI-3 • Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with E-1. including emergency lighting and exit signs in existing rated corridor. TI-5.1 Detail 2 Provide listed design number, ICC-ES number or reference to applicable Item number in CBC Table 720. E-1 Provide the following note: Means of egress illumination shall be not less than 1 foot-candle at the walking surface on RCP. Clearly denote symbol for emergency lighting on Reflected Ceiling Legend. Provide emergency lighting and exit signs in accordance with 1006 & 1011 respectively and coordinate with TI-3. Include emergency lighting and exit signs in existing rated corridor. M-0.1 Denote SD locations as located on Sheets E-3, M-2.1 & M-2.2 MEP Denote locations of fire dampers Where applicable, denote penetrations of any rated assemblies. Provide a detail and listings for penetration of fire rated assemblies as per CBC 713. BuRKETT & WONG structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax: (619) 299-9934 DATE- SEPTEIVIBER 2011 ENGINEER - JD JOB No. 11199A STRUCTURAL CALCULATIONS FOR 2175 SALK AVE. - CARLSBAD TENANT IMPROVEMENT CARLSBAD, CA NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE., SUITE ICQ CARLSBAD, CA 92008 DAIE_ ENGR__iJ£ ll burkett /Jk ftujong tlrudural • civl wigbiMn SHtET L X56 NO-jLillSil Ltfr/c^^ J3''S1 /-"7, 273 OCX-. c^Tee>o-».y n ^ - —rr ( 11- Z < j - ^= 0.&7 t-^AA Tv-- o.z S-PJS. vVp ' o ifo Wp 5?3 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.139 Longitude = -117.278 Spectral Response Accelerations Ss and S1 Ss and SI = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.146 (Ss, Site Class B) 1.0 0.434 (SI, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.139 Longitude = -117.278 Spectral Response Accelerations SMs and SMI SMs = Fa X Ss and SMI = Fv x SI Site Class D - Fa = 1.042 .Fv = 1.566 Period Sa (sec) (g) 0.2 1.194 (SMs, Site Class D) 1.0 0.680 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.139 Longitude = -117.278 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 X SMs and SDI = 2/3 x SMI Site Class D - Fa = 1.042 ,Fv = 1.566 Period Sa (sec) (g) 0.2 0.796 (SDs, Site Class D) 1.0 0.453 (SDI, Site Class D) DAfE. ENGR. PROJECT burkett ^ ftuiong ttructurol t cMI MtqlnMrt SHIfT. JOe NO. f T=T 333 -?1 'Ff^ow'^ "^c^A^wC ft'V-^S-o-- *=K3b* ^DDHTIiaff^) SUM NxiA-^.-/: DATE. ei~!_ #fiURKETT&WONG ENGINEERS SHEET. ENGR. JP JOB NO. PROJECT 0.-75 ^/si,^ - 783 s O ESR-30371 Most Widely Accepted and Twsted Page 6 of 13 TABLE 2--STR0NG-B0LT''2 TENSION STRENGTH DESIGN DATA* CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER CHARACTERISTIC SYMBOL UNITS CartwnStael Stainless Steal CHARACTERISTIC SYMBOL UNITS %inch Vzlnch %lnch '/lirwh Anchor Category 1.2 or 3 -1 1 Nominal Embedmmt Depth in. (mm) 2 (51) 2'/. (73) 2'/. (70) 3'/. (98) 3% (86) 5'/, (130) 2 (51) 2% (73) Steal Strtngth In T«n*lonj[A^I318 Sactloii D3.1) Steel Strength in Tension Ib (kN) (24.9) 12,100 (53.8) 19.070 (84.8) 5.140 (22.9) Strength Reduce Factor - Steel FaUure' -0.75 0.75 Concrete Breakout Sirangth in Tenaion (ACI 318 Section D.S.2) Effective Embedment Depth in. (mm) 1% (41) 2V, (64) 2\ (57) 3% (86) 2'/4 (70) 4\ (114) 1'/. (41) z% (64) Critical Edge Distance CK In. (mm) 6V2 (165) 6 (152) e'/j (165) 7'/, (191) 7V, (191) 9 (229) 6V, (165) (216) Effectiveness Factor - Uncracked Concrete lluner -24 24 24 24 Effectiveness Factar - Cracked Concrate Kr -17 17 17 17 ModMcatlon Factar r««' -1.00 1.00 1.00 1.00 Strength Reducikin Factor • Concrete Breakout Falure' A* -0.65 0.65 PuN4>ut Strenotti In Tension (ACI 318 Section D J.3) PuKHit Strength Cracked Concrete (fc^" 2500 psi) lb (kN) 1,300' (5.8)' 2.775' (12.3)' WA* 3.735° (16.6)* N/A* 6.896^ (30.7)' 1,720" (7.7)' 3,146* (14.0)* Pull-Out Strength Unciacked Concrete (fc = 2500 psi) ib (kN) N/A* 3.340* (14.9)* 3,615* (16.1)* 5.255* (23.4)* N/A* 9,025* (40.1)' N/A* 4,770* (21.2)' Strength Reductkxi Factor - PulkxJt Falure' A> -0.65 0.65 Tensile Strength for Seismic Applk:atk>ns (Aa Section D.3.3.3) Tension Re^stance of Single Anchor for Seismic Loads (rc<> 2500 psi) lb (kN) 1.300" (5.8)* 2.775' (12.3)' N/A* 3.735' (16.6)* N/A* 6,895* (30.7)' 1.720* (7.7)* 2,830* (12.6)* Strength Rsductksn Factor- Pulkxit Falkire' -0.65 0.65 For SI: 1 inch «= 25.4 mm, 11bf = 4.45 N. 'The infonnsMon presented in this table must be used in cor^unctkm with the design criteria of ACI 318 Appendw 0. ^The tabulated vakie of A< applies when the toad combinattons of Sectton 1605.2.1 ofthe IBC, or ACI 318 Section 9.2 are used. If the toad con^binattons of ACI 318 Appendix C are used, me appropriate value of ^ must be determined in accordance with ACI 318 D.4.5. Strong- Bolt'"^ anchors ara ductile steel elements as defined in ACI 318 D.I. 'The t^H^ated value (rf^ apples when both the toad combbiattons of Sectton 1605.2.1 of Sie IBC, orACI 318 Section 9.2 ore used and the requirennnts of ACI 318 D.4.4(c) for Conditton B are met. Conditton B applies where supplementary reinforcement is not provkled. For Installations where complying supplementary reinforcement can be verified, the A* factors described in ACI 318 D.4.4 for CondWon A are altowed. If ttw toed combinattormof ACI 318 Sectton 9.2 are used and the requirements of ACI 318 D.4.4 for CondHkm A are met. the apprepriate value of Ab must be determined in accordance wKh ACI 318 D.4.4(c). If the toad combinattons of ACI 318 Appencttx C are used, tfie appropriate vahie of Ai, must be deterniined In accordance with ACI 316 0.4.5(c). 'As rtncrrihad in RnrUm 41 a nf thic napnrt MM (Mnt AppMrahin) rinnnias that pullout resistance does not need to be constoered. ^he characteristto puH-out strengtti for greater concrete compressive strengths must be increased by multiplying tlw tabular value by (f'c / 2,S00p8l)'" or (f, 117.2MPa)". *The chaBCteristto pull-out strength for greater concrete compressive strengths must be increased by miMptying the tabular value by (fi / 2,500psi)°' or (fi / 17.2MPa)'". 'The tabulated value of A or Aq applies when the toad combinattons of IBC Sectton 1605.2 .1 or ACI 318 Sectton 9.2 are used and the requirements of ACI 318 D.4.4(c} fbr Conditton B are met If the load combinations of ACI 318 Appendix C are used, appropriate value of ^ must be determined In accordance with ACI 318 D.4.5(c). 'For the 2003 IBC »i) replaces WC,N. ESR-30371 Most Wdely Accepted and Tnjsted Page 7 of 13 TABLE 3-STRONG-BOLT''2 SHEAR STRENGTH DESIGN DATA' CHARACTERISTIC SYMBOL UMTS NOMNAL ANCHOR DIAMETER CHARACTERISTIC SYMBOL UMTS Carlwn Steal Stalnteas Steal CHARACTERISTIC SYMBOL UMTS '/.inch Vjinch '/.Inch '/.inch Anchor Category 1,2 or3 -1 1 Ncminal Embedment Depth hiwm in. (mm) 2 (51) (73) (70) 3'/. (98) 3*/. (86) 5V, (130) 2 (51) 2'/. (73) Steal Strength In Shaar (AO 318 Section D.6.1) Shear Resistance of Steel v„ N) (kN) 1,800 (8.0) 7,235 (32.2) 11,035 (49.1) 3,085 (13.7) Strength Reductkm Factor- Steel Faitore' • 0.65 0.65 Connate Breakout Stnngth In Shaar (Aa 318 Sectian D.S.2) Outside Diameter d.' in. (mm) 0.375 (9.5) 0.500 (12.7) 0.625 (15.9) 0.375 (9.5) Load Bearing Length of Anchor in Shear /. in. (mm) 1.62S (41) 2.500 (64) 2.250 (57) 3.375 (86) 2.750 (70) 4.S0O (114) 1.625 (41) 2.500 (64) Strength RadunOon Factor - Concmte Breakout FaUure' At • 0.70 0.70 Concrate Pryout Strength In Shear (ACI 318 Section D.e.3) Coeffteient for Pryout Strength fc. -1.0 2.0 1.0 2.0 2.0 1.0 2.0 Effective Embedment Depth fw in. (mm) 1*/. (41) 2% (64) 2V4 (57) 3'/. (86) 2^/4 (70) 4% (114) 1'/. (41) 2% (64) Streni^ Reduottan Factor • Concrete Pryout FaikVB* A* -0.70 0.70 Steal Strengfli In Shaar fbr Salamto Application* (ACI 318 Section O.X3a) Shear Sirangth of Single Anchor for Seistrac loads (re s 2500 psi) Ib (kN) 1,800 (8.0) 6,510 (29.0) 9,930 (44.2) 3.08S (13.7) Strength ftoductton Factor - Steel Faikn' A. -0.65 0.65 For SI: 11nch = 25.4 mm. 11bf = 4.45 N. 'The infomiatton presented in this table must be used in conjunctton with the design criteria of ACI 318 Appendix 0. ^he tabuiaied vakM of A* applies when the toad conibinattons of Seaton 1605.2.1 of the IBC, or ACI 318 Sectton 9.2 are used and the requiraments of ACI 318 0.4.4(0) lor CondWon B are met. If the toad combktattons of or ACI 318 Appendix C are used, the a^jpropriate vatoe of A* nwst be determined in accordance wHh Aa 318 D.4.5. Strong-Bolt™ 2 aiKAtors are ductHe steal elemonts as defined to ACI 318 0.1. 'The tabulated value of At applies when b(^ the toad cond)inatton8 of Sectton 1605.2.1 crf the IBC, or ACi 318 Sectton 9.2 are used and the requirements of ACI 318 D.4.4(c) for Con(ttton B are met. CondHton B applies ^lere supplementary reinforcement is not provkled. For InstaHattons where complying supplementary reinforcement can be verified, the At factors described In ACI 318 D.4.4 for Conditton A are alkMved. If the toad combinattons of ACI 318 Section 9.2 are used and the requirements of ACI 318 0.4.4 for CondHton A are mat. the appropriate value of A> must be determined in acconlance with ACI 318 0.4.4(c). If the kiad combinattons of ACI 318 Appendbc C are us^, the apprc^^te value of A« must be determined in aecordance with ACI 318 D.4.S(c). *The tabulated value of A* appNes wtien the toad combinattons of IBC Sectton 1605.2.1 or ACI 318 9.2 are used and the requirements of ACI 318 D.4.4(c) for Conditton B are met. If the toad comtHnattons of ACI 318 Appendix C are used, the appropriate value of Av must be determined in accordance vrith ACI 318 D.4.5(c). 'For the 2006 IBC do replaces din ESR-30371 Mo^Wdely Accepted and Tnisted Page B of 13 TABLE 4—81R0NG40LT'*2 TENSION AND SHEAR STRENGTH DESIGN DATA FOR THE SOFFrr OF CONRETE OVER PROFILE STEEL DECK. FLOOR AND ROOF ASSEMBUES*'-* CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER CHARACTERISTIC SYMBOL UNITS Cariaon Steal St^laaaStael CHARACTERISTIC SYMBOL UNITS Lower Flute Upper Flute Lower Ptote Upfwr Fhite CHARACTERISTIC SYMBOL UNITS % inch Viinch •/.inch '/.inch Vjlnch V.toch '/.inch Embedment Oeptfi hm to. (mm) 2 (51) 3% (86) 2'/4 (70) 4'/= (114) 3'/. (86) 5'/. (143) 2 (51) 2'/4 (70) 2 (51) 3'/. (86) 2 (51) Effective Embedment Depth in. (mm) 1'/. (41) 3 (76) 2'/4 (57) 4 (102) 2'/4 (70) 5 (127) 1V. (41) 2V4 (57) 1'/. (41) 3 (76) 1% (41) InstaUation Torque TM n-M (N-m) 30 60 (81.3) 90 (122.0) 30 (40.7) 60 (81.3) 30 (40.7) 30 (40.7) Pulout Strength, concrete on metal deck (cracked)' lb (kN) (5.6)' 2.230' (9.9)' 12,040' (9.1)' 2,730' (12.1)' 2,616' (11.6)' 4,990' (22.2)' 1,610' (7.2)' 3,785' (16.8)' 1,120" (s.of 2,795* (12.4)' 1.410' (6.3)' PuRout Strength, concrete on metal deck (uncracked)* to (kN) 1,765' (7.9)' 3,150' (14.0)' 2,580' (11.5)' 3,840' (17.1)' 3,685' (16.4)' 6,565' (29.2)' 2,275' (10.1)' 4,795' (21.3)' 1.580' (TOf 3,950* (17.6)' 1.990* (8.9)* Steri Strength irj Shear, concrate on metal deck* V««d, lb (kN) (7.1) (15.5) 2,135 (9.5) 4,580 (20.4) 2,640 (11.7) 7,000 (31.1) 4,060 (18.1) 5.820 (26.3) 2,285 (10.2) 3.785 (16.8) 3,830 (17.0) For 81:1 inch s 25.4 mm, 11bf > 4.45 N. 'instsAatton must comply with Sectton 4.3 and Figure 4. Profile steel deck must comply with Figure 4 and Sectton 3.3 of this rsport 'The values must ba used in accordance vMh Sectton 4.1.3 and 4.1.7.2 of this report. *The values must be used In accordance with Sectton 4.1.3 of this report. 'The vatoes muat be used in aecordance wHh Sectton 4.1.4 and 4.1,7.3 of this report *The minimum wichor spacing atong the flute must be the greater of 3h^ or 1.5 times the Me wMih. 'The characteristto pull-out strengtti for greater concrete compressive strengths must be Incrsased by nuMpiy^ (rs / 3,000psi)" or (f; / 20.7MPa)f*. 'The <^rBctefi^ puN-out strength for greater concrete compressive strengths must be increased by multiplying the (f'c 13.000P8I)" or (f'c 120.7MPaf ^. tabular vatoe lay tabular value by ©BURKETT&WDNG ,,,, , DATE ^ ENGINEERS ^""^ ^ ENGR JOB NO _ PROJECT T'oK/e*-^ fi'^en.- '5TW -h 5X>x. C e»y.- •agog-) ifl, c>.<»7 -/.^ Co.fcO ESR-2S02 I Most miely Accepted and Tni^ed TABLE 3—TENSON DESIGN INFORMATION FOR POWER-STUD^- S02 ANCHOR IN CONCISTE (For uae with load combinattons tekan from ACI 318, Section 9.2)" Design Characteristk: Notation Unite Nominal Anchor Sin (Inch) Design Characteristk: Notation Unite ''. '/. '/4 Anchor category 1.2or3 -1 1 1 1 STEEL STRENGTH IN TENSION* Minimum specified yiekl strengtti (neck) fr ksi (N/mm*) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) U" ksi (N/mm') 120.0 (827) 106.0 (731) 106.0 (731) 80.0 (620) Effective tensile stress area (neck) AKM in' (mm') 0.0SS2 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tenston Ibf (kN) 10,445 (46.5) 13,060 (58.2) 21,230 (94.4) Reduction factor for steel strengti' * -0.76 CONCRETE BREAKOUT STRENGTH IN TENSION* Eftective emiwdmenl /!« to. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.26 (108) 3.76 (95) 5.00 (127) EffscUvenes* (actor for uncracked concrete '(uner -24 24 24 24 Eftoctiveness factor for cracked concrete kcr -17 17 17 17 Modtfl^tton Ikctor for cracked and uncracked concrete' -1.0 SeenotoS 1.0 See notes 1.0 See notes 1.0 See note 5 Criitoal edge distance Cm to. (mm) See Tabto 1 Reductton foctor (or concrete breekout strength to tenston' -0.6S (CondWon B) PULLOUT 8TREI46TH IN TENSION (NON-SEISMIC APPUCAHONS)* Characteristic pultout strength, uncracked concrete (2,500 psi)* Ibf (kN) 2,775 (12.3) See note7 6,615 (29.4) See note7 See note? See note7 r^7 CharacterlsHc pultout strength, cracked oonoBts (2.500 psi)' Ibf (kN) 2,165 (9.6) note7 4,375 (18.5) See note7 4.980 (22.4) See Fiote7 7,795 (35.1) Reductton factor for pultout strength' -0.S5 (Conditton B) PIAJ.OUT STRENGTH IN TENSION FOR SEISMIC APPUCATION^ Ch»actanstto pultout sttangth, seismic (2.500 psi)" /«.," Ibf (kN) 2,165 (8-6) See note? 4.375 (19.5) note? 4,980 (22.4) See note7 7,705 (35.1) Reductton factor Ibr pukxit strength' -0.65 (CondHton B) PULLOUT STRENGTH IN TENSION FOR SAND UGHTWEI6HT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pultout strength, uncracked concrete over steel deck, according to Figure 4A"° t^p.dmcKanat Ibf (kN) i.ass (8.3) 2,065 (8.2) 3,930 (17.5) 4,665 (20.8) 7,365 (32.8) 4,900 (218) Characteristic pultout strength, cracked conaete over steel deck, acoonling to Figure 4A' " r*lp.dtvKcr tof (kN) 1,445 (6.4) 1,4BS (6.5) 2,eoo (11.6) 3.305 (14.7) 3,490 (15.5) 3,470 (1S.4) Chanacteristk: pultout strength, uncracked concrete over steel deck, according to Figure 4B"° f'tp.dKk.una Ibf (kN) 1,800 (7.1) 2,025 (8.0) Not Appltoabte Not AppHcabto Not AppHcabto Appltoabte Characteriste pulout strength, cracked concrete over steel deck, Bccordtog to Figure 4B' " Ibf (kN) (1.250^; 1,435 (6.4) Not AppltoMe Not AppltoaUe Not Appltoitoto Not AppHcabto Reductton factor tor pullout strength' 4 -0.65 (CondHton B) For SI: 1 toch = 25.4 mm, 11l-lbf = 1.356 N-m, 1 ksi = 6.895 N/mm', 11bf = 0.0044 kN 'The data In this tabto is intended to be used with the design provistons of ACI 318 Appendix 0: for anchors resisting seismk: toad comtMnattons the additional requirements of ACI 318 D.3.3 shall apply, 'installatton must comply with putillshed instructtons and details 'All values of ^were determined from the load combinations of IBC Sectton 160S.2, ACI 318 Section 9.2 or UBC Section 1612.2 If the k>ad combinattons of ACI 318 Appendix C or IBC Section 190S.2 are used, the appnjpriate value ol#must be determined in accordance with ACI 318D.4.S. For reinforcement lhat meets ACI 318 Appendix D requirements for Condition A. see ACI 318 D.4.4 for the appropriate ^factor 'The Power-Stud* SD2 is considered a ductite steel etement in tenston as defined by ACI 318 D. 1 Tabulated values for steel strength in tenston are based on test results per ACI 355.2 aM must be used for design 'For all design cases n = ^ 0 Ttie appropriate effectiveness factor for cracked concrete (ka) or uncracked concrete must be used "For all design cases Vep=1 0 For Ihe cafculalion of Wpn, seeSectton4 1 4 of this report. 'Pullout strength does not control design of Indicated anchors Do not calculate pullout strength for indicated anchor size and emtedment 'Anchors are permitted to be used in sand-lightw«ght conaete in accordance with Section 4 1.12 of tNs report tabulated values for characteristic pultout strength in tension are for seismic applications are based on test results per ACI 355 2, Ser^ion S 5 "Values for Np^cta^ for sand-lightweight concrete (fo = 3,000 psi) and additional lightweight concrete reduction (actors need not be applied In addition, evaluation for the conaete breakout capacity in accordance witti ACI 318 D 5,2 Is not required for anchors installed in the deck soffit (flute) "For 2003 IBC code tiasis. /„„ replaces W„replaces N,, 'f'j jj replaces f-, ; and Af^ replaces Np,,,, "The notation in brackets is for the 2006 IBC lo eSR-a02 I Moa Widely Acc0f^ and Trusted Page 9 of 12 TABLE 4—SHEAR DESIGN INFORMATION FOR P0WER-5nJ0+ S02 MICHOR m CONCRETE (For usa witli load comMnatloro Ukan from ACI 318, Section •.2)'-' Das Ign CharacterlMic Notation Unite Nomlnai Anchor DIamalar Das Ign CharacterlMic Notation Unite '/. % '/4 Anchor category 1,2or3 -1 1 1 1 STEEL STRENGTH IN SHEAR* Minimum specified yieM strength (thrrads) f, ksi (Wmm') 76.8 (530) 68.0 (489) 68.0 (469) 56.0 (386) Minimum spedlled uKknate strength (ttnads) ksi (N/mm') 96.0 (662) 84.8 (685) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) A«,W»J" to' (mm') 0.0776 (50.0) 0.1419 (65.7) 0.2260 (104.9) 0.3345 (215.8) Steel strength In shear* Ibf (kN) 2,190 (8.7) 4,840 (20.8) 9,800 (44.1) 10,175 (46.3) Reductton factor for steel strength' -0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR* Load-iMwring length of anchor (tt^or Bd,, wMchewer is less) to. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 (108) 3.75 (95) s.oo (127) Nominal anchor dianwter d!.(dj" to. (mm) 0.375 (9.5) O.SO0 (12.7) 0.625 (15.9) 0.750 (19.1) Reductton fador for concrete breakout strength in shear' -0.70 (CondHton B) PRYOUT STRENGTH IN SHEAR* Coefficient tor pryout strength (1.0 for /!„ < 2.5 in., 2.0 for /)« e 2.5 to.) K, -1.0 1.0 2.0 2.0 2.0 2.0 2.0 Eftective embedment hf to. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 (1M) 3.75 (05) 5.00 (127) Reductton factor (br pryout strength' * -0.70 (CondWon B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS Steel strength in shear, seismic' Ibf (kN) 1,855 (8.7) 4,840 (20.8) 6,530 (28.0) 8,635 (29.5) Reductton factor for steel strength to shear, aeismto' -0.60 0.6S STEEL STRENGTH IN SHEAR FOR SAMMJGHTWEI6HT AND NORHAL-WfEIGHT CONCRETE OVER STEEL OECI^ Steel streni^ In shaar, concrete over steel deck, according to Figure 4A' Ibf (kN) Z170 (8.7) 3,815 (17.0) 5,040 (22.4) 4,015 (17.9) 6,670 (29.7) 4,325 (19.2) Steel strength il shear, concrate over steel deck. Seismto according to Figure 4A* Ibf (kN) 1.940 (8.6) 3,815 (17.0) 5,040 (22.4) 2,675 (11.9) 4,445 (19.8) 2,820 (12.6) aeel Strength in shear, concrete over steel deck, according to Figure 4B* V„«a tof (kN) 2,170 (9.7) 2,880 (128) Not AppltoaUe Not Appitoabto Not Appitoabto htot fVfMcaiM Steel strength in shear, concrete over steel deck, Seismk: according to Figure 4B' II'MIIKO.M) Ibf (kN) WW ) 2,880 (12.8) Hon Appitoabto Hon /\pplicat>to Itot /Vppltoabto Hot Appitoabto Reductton tector for steel strertgth to shear. coiKrete over steel deck' -0.60 0.65 For SI: 1 inch = 25.4 mm, 1 «-lbf = 1.356 N-m, 1 ksi = 6.895 N/mm% 11bf» 0.0044 kN. 'The data to this tabto is intended to be used with the desist pnivisions of ACI 318 ^jpendlx D: for anchors resisting seismto toad combinattons the addlttonal requirentents of ACI 318 0.3.3 shaR apply. InstaNation must comply with published instnjcttons and details. '/VI values of ^ were determined from the load combinattons of IBC Section 1605.2, ACI 318 Section 9.2 or UBC Sectton 1612.2. If the toad combinattons of Appendix C or UBC Section 1909.2 are used, the appropriate value of ^must be determined in accordance wtth ACI 318 D.4 5. For reinforcement that rneets ACI 318 Appendix D requkements tor Conditton A, see ACI 318 D.4.4 for the appropriate ^factor. *The Power-Stud* S02 is consklered a ductile steel element as defined by ACi 318 D.1 except for tne Vrinch-diameter anchors In shear. ^atHJlated values for steel strength In shear are tiased on test results per ACI 3SS.2. Sectton 9 4 and must be used for design. These tabulated values are lower than calculated results using equatton D-20 In ACI 318-08 (318-05) ^Anchors are permitted to be used in sand-Hghtweight conaete in accordance with Sectton 4.1.12 of this report. 'Tabulated values for steel strer^th in shear are for seismic applications are ttased on test results per ACI 355.2, Section 9 6 ^Values for V„OK»and Vnaed:.^are tor sand-lighlweight concrete {f'c, mm = 3.000 psi) and additional lightweight concrete reduction factors need not be applied In addition, evaluation for the conaete Iweakout capacity In accordance with ACI 318 D.6 2 and the pryout capacity in accordance with Section D 6 3 is not required for anchors Installed In the deck soffit (flute). 'Shear loads tor anchors installed thiough steel deck into conaete may be applied in any direction '"For 2003 IBC code basis,replaces fui. V,.replaces V, replaces and V„ replaces Vusm "Ttie notation in brackets is for the 2006 IBC •JjmROPB LTD.: : Wire Ropes :; 11 home >> RCQducts >> wire ropes >> Galvanized Cable (Carbon Steel) mmmmmmmmmmm i pqgic Information I Technical Information Detailed Wire Rope Data: I &iX3-Qsss 16;.jjid 5--sixan!lC0MPAC® Die-Drawn I pythontR Super-8 I pythonfi) Multi I PythPnW HS-9 I PythonW Ultra I Plastic filled 6-strand wire isce I Rotary swaqe<» Mte rope ' 9 Spin Resistant I ..-.X7 Rotation Resistant I COMPAC® ^9 I Py-tHongiLHPlst I Eylhan® Uft i Galvafiltgd Csbie (Carbon StfifiU i stainless Steel Wire Rope and Cable Galvanized Cable (Carbon Steel) H^Qimig to Wire Ropes Main Page AvaHaiiie OmtrtrucAlon: Galvanized Cable 1x7 Rope dto. Inch Nominal Strength Ibs Walght 1000 ft llts 1/64 50 0.7 1/32 185 2.5 3/64 375 5.5 1/16 500 8.5 5/64 800 14.0 3/32 1200 20.0 7/64 1600 27.0 1/8 2100 35.0 O AvBllabte to MIL-W-87161 3jL Non stock item. Ask For delivery time. Galvanized Cable 1 x 19 Ropa dto. Inch Nominal Strength Iba Walght looon Ibs 1/32 185 2.5 3/64 375 5.5 1/16 500 8.S 5/64 BOO 14.0 3/32 1200 20.0 7/64 1600 27.0 1/8 2100 35.0 5/32 3300 5S.0 3/16 4700 77.0 7/32 6300 102.0 1/4 8200 135.0 O Available to t^IL-W-887161 EA Non stock Item. Ask for delivery time. Galvanized Cable 7x7 Galvanized Cable 7 x 19 Rope Nominal Walght dia. Strength 1000 ft inch Ibs Ibs H 3/64 270 4.2 was 1/16 480 7.5 5/54 650 11.0 3/32 920 16,0 ?/64 1260 22.0 1/H i /'OO 28.5 ;600 43,0 Up://www.unirope.com/vvireropes/\vr galvanized cable.shtml Rope dia. Inch Nominal Strength Ibs Weight 1000 ft Ibs 3/32 1000 16.0 1/B 2000 29.0 5/32 2800 45,0 3/16 4200 65,0 7/32 5600 86,0 1/4 7000 110.0 ')/32 800U ) 39 0 8/26/03 Dimensions 50PSH006-070 UNITS SOPSH UNrr SIZE OVERAU CA8a«ET (In.) WATCH CONNECTIONS (fcl.) WATER CONNEC-TIONS flnj- UNnswrm HWR E1.ECT1IICAL KNOCKOUTS (hv) DtSCHAROE CONNECTIONJki.) OUCT FUUME tNSIAUBI («0.10ki.) CON US Al RETURN NECnONOn.) NORrrunN ROPCNMO M.10ht) SOPSH UNrr SIZE OVERAU CA8a«ET (In.) 1 2 3 4 S l.eop HWO FPT 1 2 J "fc Cond K 'fc Cend L Cand M 1^) N 0 mm Q (RH rtm) R 8 Mum T RMuffil IMalil U V SOPSH UNrr SIZE A WMIfl B D*pth 0 kl E Out f HWO kl a HWO Out H dMIMtV FPT HWO FPT Imp OutE Lmr Ext Pvmp M 1^) N 0 mm Q (RH rtm) R 8 Mum T RMuffil IMalil U V oos,ooe, 012 22.4 431 17,3 3,7 9,7 WA N/A 0,8 <li N/A MTA WA 3.8 S3 8J 5.3 41 9,0 9,0 S3 4.1 17,1 15.3 2.1 1.0 <ns 22.4 62.2 1S.3 2.1 10.0 13.S 16.9 0,8 'U 'h 2.1 10.0 3.6 6.1 8.6 3,6 2.0 12.5 15.5 3.8 2.0 28.1 16.2 2.3 1.5 024, 090 22.4 62,2 1S.3 2,1 10,0 13.9 18,9 06 'U <h 5.26 1313 3.6 6.1 8.6 3.8 2.0 12,5 15.5 3.6 2,0 33.8 16.2 2.3 1.5 03S 2S.4 7ia 21.3 3.4 108 15.6 189 0,6 'll 5.96 1313 36 6.1 8.6 3.1 1.2 19.0 173 3.1 1.0 34.8 16.2 3.1 1.5 042, 04S 25.4 76.2 21.3 34 108 1S.S 18,9 0.6 1 'll 5.96 1313 3.6 6.1 8.6 11 1.2 19.0 t7.5 3,1 1.0 38.8 1S.2 31 1.5 0(0, 070 25,4 815 21.3 3,4 tOB 1S.6 18.9 0.8 1 'h 5.96 13,13 3,6 6,1 6.6 M 1,2 19.0 17.5 3,1 1.0 44.8 16.2 3.1 1.5 NOTES: 1. Condanwlc ie V^-in. FPT cooper. 2. Horiionlal unHaliippad wilh ffiinlxackMcxily. Thic brackslsha^ remowj tof return duct connacSon. 3 DtsctwrgellwiBa snd hangar Wt is tadoryinstailad. 4. Shaded araia are racanmianded sarvica areas, not required. LEFT RETURN CSP tw LEGEND ASP — ASemBts Sanice PHWI BSP — Bkumr Sarvica Panel CAP — Control Access Panel CBP — Campressor Senice Panel FPT — Famale Pipe Thread HWO — Ho) Watar Qenerator HWR — Hot Water Reheat U4 — LettHand RH — FUgNHand PSC BLOWER ADtFLOW CONFIGURATION •Wat mm Lalt fliflht —sa;— PoMf Supply 3M- Knadam I^VMiag* Ifl" Knockout-.. E-5 Front-view Unit Hanger Detail Coflllguntlon E - lalt Return / Back Oisehsrsa Rign View CsnHguratlon S - Lan Return r RI(M Mecliaisa • Air Ca8 Openins Loll vmi CanflgureWn S - L*n netum / l««M DttOmtt • Air CoV Opening 11 SEP-17-2d0& WED 10:20 AH CITY OF CARSLBAD FAX NO. 760 602 8558 P. 02 COMMUNITY FACILITILS DISIKICT NO NON-RESIDENTIAL CERTIFICATE: N0N-RESIDE:NTIAL LAND OWNER, PLEASE READ THIS OPTION CAREFULL,Y AND BE SURE YOU THOROUGHLY UNOERSTAND 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 PERINIT ISSUANCE. PROPERTY OWNER SIGNATURE IS REQUIRED BEFORE SIGNING. YOUR SIGNATURE IS CONFIRMING THE ACCURACY OF ALL INFORMATION SHOWN. RIO SAN DIEGO PLAZA It MASTER LLC " NAfvIE OF OWNER TELEPHONE 1525 FARDAY SUITE 100 2175 SALK AVE ADDRESS PROJECT ADDRESS CARLSBAO CA 92008 CARLSBAD, CA 920 CITY, STATE ZIP CITY, STATE ZIP 212 021 02 OO ASSESSOR PARCEU NUMSER(S) OR APN(S) AND LOT NUMBER«(S) IP NOT YCTSUBDIVIPED BY COUNTY ASSESSOR CB0811d3 BUILDING PERMIT NuivtBER(s> AS CITED BY ORDINANCE No. NS-155 AND ADOPTED BY THE CITY OF CARLSBAD. CALIFORNIA. THE CITY IS AUTHORIZED TO LEVY A SPECIAL TAX IN COMMUNITY FACIUTIES DISTRICT NO. i. ALL NON'RESIDENTIAU PROPERTY, UPON THE ISSUANCE OF A BUILDING PERIvllT. SHALL HAVE THE OPTION TO (1) PAY THE SPECIAL DEVELOPMENT TAX ONE TlIvIE OR (2> ASSUME THE ANNUAL SPECIAL TAX - DEVELOPED PROPEIRTY FOR A PERIOD NOT TO EXCEED TWENTY- FIVE (25) YEARS, PLEASE INDICATE YOUR CH<>ICE BY INJIIAUZINO THE APPROPRIATE UNE BELOW: [OPTION CD; OPTION (2): I ELECT TO PAY THE S1»l AMouisrr OF ONE Ovi/NER'S INITIALS J iM-^AX • ONE TJME NOW, AS A ONE'TIME PAYMENT; >PECiAL TAX: $ 64,271.85 IELECTTOPAYTHE PERIOD NOT TO EXCEED MAXIMUM ANNU OWNER'S INITIALS SiG! ElUOPMENTT^ nvc (25) YEARS, TAX: $ 8.875.94 fANNUALLY FOR A REBY CERTIFY UNDER PEfiVLT? OF PERJURY THAT THE UNDERSIGNED IS PER7Y g)^NER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND ITH THE PROVISION AS STATED ABOVE. ROIF PRINT NAME TITLE DATE TMB crrv or CARLSBAD MAS NOT INOSPENDBNTLY VERIFIEP THE INFORMATION SHOWN ABOVK. THEREFORB. WE ACCEPT NO RWONSIBIUTY AS TO THK ACCURA>3Y OR COMfLBTENESS Of THIS INFORMATION. LAND USE, FY, FACTORCOM/IND 5/91 ,7862 X SQUARE FY, 81,750» 64,271.85 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HW BP DATE. JL Business Name Business Contact Telephone # . _ Project Address City . State- ZipCode APN# Mailing /^dress areas _ . , » >• x City ^ i i j H^uJk, (duy-t Jll00 QtWsl^ state Zip Code Plan File# Project COI 'J The following questions represent the Telephone* ^ ^ The following questions represent the fecility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION- OCCUPANfY CLASSIFICATION: Indicate by drding the item, whether your bUSil rill use, process, or store any of the fbilowing hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency will use, process, or store any oi jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives business with Occupancy Rating:. 13. Corrosives 14. Other Health Hazards 15. NoneofThese. YES D D • / / Expected Date of Occupancy:. / / PART ll; m PIE99 g9VHTy PEPlMPWT,0F,H<V1B9NilffiWT/|l HM^Jh T HAI^RPOya MATERtAl? Wmm (HMKi »the ai^w^ to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overiand Ave., Suite 110, San Dlego, CA g2123. Call (858) 505-6700 prior to the issuance of a building pennit FEES ARE REQUIRED. Project Completion Date: _ NO g Date initiais • CalARP Required L Date Initiais • CalARP Complete (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (checl( all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? 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? Will your business use an existing or install an underground storage tank? WIII your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your faciiity with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT; If the answer to any of the questions below is yes, appiicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA g2131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition pennit. Note: if the answer to questions 4 or 5 is yes, appiicant 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 fbr more information. YES 1. • • CalARP Exempt Date Initials 3. 4. 5. NO 9 Wiil the subject fedlity or construction activities indude operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD fectsheet at httD://wvw.sdaDCd.oro/info/facts/Dermits.Ddf. and the list of typical equipment requiring an APCD permit on the reverse sMe of this fi'om. Contact APCD if you have any questions). • • (ANSWER ONLY IF QUESTION 11S YES) Will the subject fedlity be located within 1,000 feet of the outer boundaiy of a school (K through 12)? (Search the Califomia School Diredory at httD://www.cde.ca.aov/re/sd/ for pubiic and private schools or contact the appropriate school dlstrid). CD Has a survey been perfonned to determine the presence of Asbestos Containing Materials? D Q Will there be renovation that involves handling of any friable asbestos materials, or disturising any material that contains non-friable asbestos? n B Will there be demolition involving the removal of a load supporting strudural member? Briefly describe business adivities: der penalty of peri Briefly describe proposed proied: i I dedare B^ijdter^^alty of perjury that Jo the best of my knowledge and belief the resj Name of Owner or Authorized Agent Signature Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division ^ CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Buikfing Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov 2175 .Cl Ift Ate _ Projed Address: ^oo No.: C3{ I | ^ Infomiation provided below refers to worfe being done on the above menttoned permit only. This form wit be towpleted and rttmmtd to tlie BrildlBu Pliflilmi hefera ilie pewH tan be iisitil. Buiding Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains. New building sewer line? 2 NEW SINKS Ves 1 No. Number of new loof drcdns?. Iratoll/aiter wcAer Hne?. Number of new water hcctos?. Number of new, TttlocDted or replaced gas outiets7„ Number of new hose Mas?.. Tencwt improvement/Remodeli: Number of existing IHmds Onwolved in thb prejed) . Remodel only - (reloccte/odd outl^swftches) Hew Comlruclloni Number of new panels or subpanels?. Amps per Panel: Single Phase ^— ^ .>....M»M.„.. Three Phase Three Phase 480 Amps per panel On thb prcjKO ^ Ves No ^< . Nunriier of new <nnp«es_ ;NuTnt)erof newampwes C25 iOO . Number of new amperes Number of new furnaces, A/C or heat pumps?., New or relocated duct worfe? Number of new fireplaces? Number of new exhaust fans? Relocate/Instal! vent?, Number of new exhaust hoods?, •Ves V No o Numlier of new boilers or compressors? . ... ..Number of HP B-18 Page 1 of 1 Rev.03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT ^ / ,, SCREENING SURVEY Date_lrEli' , Business Name ^ nTKK . Street Address ^t^^ ^(k- /c^'C- ' Email Address PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacbjring Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning Eiectrical Component Manufacturing Fertilizer Manufacturing Film / X-ray Processing Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining/Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting / Fonning Metal Fabrication Metal Finishing Electroplating Electroless plating ii^odizing Coating (i.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metai Powders Forming Nutiitionai Supplement/ Vitamin Manufacturing Painting/Finishing Paint ManufachJring Personal Care Products Manufacturing Pesticide Manufacturing/ Packaging Phamiaa3uti(»l Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap / Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (if known): Brief description of business activities (Production/Manufacturing Operations):. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type/volume): Date operation began/or wili begin at this location: Dec, gr^n Have you appljed for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes ^]Nol-> If yes, when: Jitle Miftwi^uh3/L^ Uyt SiteContact \ ^vx\^\\\re^'''::^^.^^ Phone No. ENCINA WASTEyS^ER AJTHORITY, 6200 Avenida Endnas Carlsbad, CA 92011 (760)438-3941 ^ FAX: (760)476-9852 If, Rl A' GN ^ t 9^ 0, •0. 1^, 6 5k-0 5> I I! 1^ 2 • C I* 12-01-2011 City of Carlsbad 1635 Faraday Av Carisbad, CA 92008 Plan Check Revision Permit NoiPCR11134 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2175 SALK AV CBAD St: 200 PCR 2120210800 Lot#: $0.00 Construction Type: CBl11928 ALTIUIVI - REVISED M SHEETS ONLY 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 11/16/2011 RMA 12/01/2011 12/01/2011 Applicant: NATIONAL AIR & ENERGY ATTN: TONY BRUNELLE 2053 KURTZ ST SAN DEIGO CA 92110 619 299-2500 Owner: RIO SD PLAZA II MASTER LLC C/O NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE #100 CARLSBAD CA 92008 Plan Clieck Revision Fee Fire Expedited Plan Review Additional Fees $107.50 $0.00 $0.00 Total Fees: $107.50 Total Payments To Date: $107.50 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively refenred to as lees/exactlons." You have 90 days from the date this penult was Issued to protest Imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Qovemment 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 wiii bar any subsequent legal action to attack, review, set aside, void, or annul their lmpositk)n. 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 vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenvise expired. ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No Project Address ^tlS ^ukC Avfc .Original Plan Checl< No. Date-LilttsJiL Contacrf2MV BAUMEUX- PiffeigJ-ZfT-A^QO Fax. Contact Address :goS3 U^C/ATZ- General Scope of Work t^eg^frtAKlLC-At- Email _(OH^iL^^A£Ari-AiiL..^>M City^K Oti^o Zip g:f2.ao Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: • Plans • Calculations • So/Is • Energy • Other 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existinq sheets .f/^/l /{^ui r/^/hC <^j/\ r^-^ff 5 Does this revision, in any way, alter the exterior of the project? • Yes 6 Does this revision add ANY new floor area(s)? Q Yes Q No T Does this revision affect any fire related issues? Q Yes Q' No 8 Is this a complete set? • Yes ^ No A-l^mH'CAC ^H»£,T5 .^Signature— B No 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718 / 2719 www.carfsbadca.gov Fax: 760-602-8558 Csirlsbad 11-1928 (PCRl 1-134 ) 11/28/11 EsGil Corporation In <Partnersliip witR government for <Buit(Rng Safety DATE: 11/28/11 • APPLICANT 0<JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-1928 (PCRl 1-134 ) SET: REV 1, Set I PROJECT ADDRESS: 2175 Salk, Suite 200 PROJECT NAME: Office TI ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. n The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I 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. n Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mall Telephone Fax In Person REMARKS: NOTE: The cover sheet of the original approved plans should be changed to reflect the revised mechanical contractor/ designer, National Air & Energy By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 11/21/11 Caristiad 11-1928 (PCRl 1-134 ) •11/2*8/11 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 11-1928 (PCRl 1-134 ) PREPARED BY: Chuck Mendenhall DATE: 11/28/11 BUILDING ADDRESS: 2175 Salk, Suite 200 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Refv Mech Plans 10878 Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Ctiecic Fee by Ordinance Type of Review: • Repetitive Fee Repeats • Complete Review • Other 0 Hourly EsGil Fee • Structural Only 1 Hr. @* $86.00 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc + BUILDING ENERGY ANALYSIS REPORT PROJECT: ALTIUM 2175 SALK AVE., SUITE 200 CARLSBAD, CA 92008 Project Designer: X Report Prepared by: 0 HAD! MAHZARI ENERGY CONSULTING GROUP 8015 BALBOA AVE. SAN DIEGO, CA 92111 858-268-0660 Job Number: Date: 10/10/2011 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 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Fonn MECH-1 -C Certificate of Compliance 3 Fonn MECH-2-C Air & Water System Requirements 13 Fonn MECH-3-C Mechanical Ventiiation 17 Form MECH-4-C HVAC Misc. Prescriptive Requirements 19 Form MECH-MM Mechanical Mandatory Measures 30 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number 2984 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Project Address 2175 SALK AVE, SUITE 200 CARLSBAD Climate Zone Total Cond. Floor Area 10,477 Addition Floor Area n/a GEMERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Q Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKUST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1. RTU-1, HP-1) HP/200-1 • • Equioment Tvpe^: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity^ 11,485 Btu/hr • • Minimum Heating Efficiency^ 5.80 COP • • Max Allowed Cooling Capacity^ 42,468 Btu/hr • • Cooling Efficiency^ 17.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment^ Inspection Criteria FIELD INSPECTION ENERGY CHECKUST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1. RTU-1, HP-1) HP/200-2 • • Equipment Type^: Hydronic Heat Pump • • Number of Svstems 1 • • Max Allowed Heating Capacity^ 14,721 Btu/hr • • Minimum Heating Efficiency^ 5.20 COP • • Max Allowed Coolinq Capacity^ 64,242 Btu/hr • • Cooling Efficiency^ 15.9 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box Is checked. 3. Indicate Equipment Type; Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 3 of 30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Project Address 2175 SALK AVE, SUITE 200 CARLSBAD Climate Zone Total Cond. Floor Area 10,477 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECnON ENERGY CHECKUST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e.AC-1. RTU-1. HP-1) HP/200-3 • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity^ 19,499 Btu/hr • • Minimum Heating Efficiency^ 5.20 COP • • Max Allowed Cooling Capacity^ 67,098 Btu/hr • • Cooling Efficiency' 15.9 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment^ inspection Criteria FIELD INSPECTION ENERGY CHECKUST Equipment^ inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) HP/200-4 • • Equipment Type*: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 9,203 Btu/hr • • Minimum Heating Efficiency' 5.80 COP • • Max Allowed Cooling Capacity' 42,471 Btu/hr • • Cooling Efficiency' 17.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH^A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance 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 Forni. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnemySoft User Number 2984 RunCode: 2011-10-10713:29:50 ID: Page 4 of 30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Project Address 2175 SALK AVE, SUITE 200 CARLSBAD Climate Zone Total Cond. Floor Area 10,477 Addition Floor Area n/a GENERAL INFORMATION Building Type: Ei Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS HELD INSPECTION ENERGY CHECKUST Equipment^ inspection Criteria Meets Criteria or Requirements Equipment^ inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1. RTU-1, HP-1) HP/200-5 • • Equipment Type*: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 25,339 Btu/hr • • Minimum Heating Efficiency' 5.80 COP • • Max Allowed Cooling Capacity' 84,384 Btu/hr • • Cooling Efficiency' 16.4 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH^A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment^ Inspection Criteria FIELD INSPECTION ENERGY CHECKUST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) HP/200-6 • • Equipment Type*: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 34,779 Btu/hr • • Minimum Heating Efficiency' 5.20 COP • • Max Allowed Cooling Capacity' 77,507 Btu/hr • • Cooling Efficiency' 15.9 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10T13:29:S8 ID: Page 5 of 30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Project Address 2175 SALK AVE, SUITE 200 CARLSBAD Climate Zone Total Cond. Floor Area 10,477 Addition Floor Area n/a GENERAL INFORMATION Building Type: Ei Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces p. Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition D Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECnON ENERGY CHECKUST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e.AC-1, RTU-1, HP-1) HP/200-7 • • Equipment Tvoe*: Hydronic Heat Pump • • Number of Svstems 1 • • Max Allowed Heating Capacity' 22,543 Btu/hr • • Minimum Heating Efficiency' 5.20 COP • • Max Allowed Cooling Capacity' 64,776 Btu/hr • • Cooling Efficiency' 15.9 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment^ Inspection Criteria FIELD INSPECTION ENERGY CHECKUST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1. RTU-1, HP-1) HP/200-8 • • Equipment Type*: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 16,054 Btu/hr • • Minimum Heating Efficiency' 5.40 COP • • Max Allowed Cooling Capacity' 45,215 Btu/hr • • Cooling Efficiency' 16.0 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance 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 Fonn. Compliance fails If a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 6 of 30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Project Address 2175 SALK AVE, SUITE 200 CARLSBAD Climate Zone Total Cond. Floor Area 10,477 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKUST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) HP/200-9 • • Equipment Type*: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 13,089 Btu/hr • • Minimum Heating Efficiency' 5.30 COP • • Max Allowed Cooling Capacity' 39,238 Btu/hr • • Cooling Efficiency' 15.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH^A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment' Inspection Criteria FIELD INSPECTION ENERGY CHECKUST Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) HP/200-10 • • Equipment Type*: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 20,006 Btu/hr • • Minimum Heating Efficiency' 5.30 COP • • Max Allowed Cooling Capacity' 51,617 Btu/hr • • Cooling Efficiency' 15.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 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 Forni. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 7 of 30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Project Address 2175 SALK AVE., SUITE 200 CARLSBAD Climate Zone Total Cond. Floor Area 10,477 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKUST Equipment' Inspection Criteria Meets Criteria or Requirentents Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC-1/CU-1 • • Equipment Type*: SplitDX • • Number of Systems 1 • • Max Allowed Heating Capacity' 5 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 19,755 Btu/hr • • Cooling Efficiency' 13.0 SEER/11.0 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment' Inspection Criteria FIELD INSPECTION ENERGY CHECKUST Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) • • Equipment Type*: • • Number of Systems • • Max Allowed Heating Capacity' • • Minimum Heating Efficiency' • • Max Allowed Cooling Capacity' • • Cooling Efficiency' • • Duct Location/ R-Value • • When duct testing is required, submit MECH-4A & MECH-4-HERS • • Economizer • • Thermostat • • Fan Control • • 1. If the Actual installed equipment perfonnance 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 Fonn. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 8 of 30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Discrepancies; EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 9 of 30 CERTIFICATE OF COMPLIANCE and RELD INSPECTION ENERGY CHECKLIST (Part 3 Of 5) MECH-1 C Project Name Date ALTIUM 10/10/2011 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed bek>w are all the acceptance tests for mechanical systems. The designer Is required to check the applicable boxes by aH acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Sectton in ttie Appendix of the Nonresidential Reference Appendices Manual ttiat descrltws the test. Since this form will be part of the plans, completion of this section will allow the responsible pany to budget for the scofie of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-condltk>ning system sending a building or space is operated for normal use, aH control devices serving the building or space shaH be certified as meeting the Acceptance Requirements for Code Compliance. System* Acceptance: Before occupancy pemnit is granted. All newly Installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1C form Is not conskJered a completed form and Is not to be accepted by the building department unless the con-ect boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC InstaHer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The folkming checked-off forms are required for ALL newly instated equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, Instatatton, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive ttie properiy filled out and signed forms before the buikJing can receive final occupancy. TESTDESCmPHON MECH-2A MECH-3A MECH-4A MECH-5A MECH.6A MECH-7A MECH.8A MECH-9A MECH-lOA MECH-11A Eauioment Reaulrino Testina or Verification Qtv. Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitarv Air Distribution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variable Flow Control Automatic Demand Slied Control CA«R/£RS0PSH036 1 El El • • • • • • • • CARRIER S0PSH048 2 El El • • • • • • • • CARRIER 50PSH060 1 El a • • • • • • • • CARRIER SOPSH030 2 El a • • • • • • • • CARRIER FX4CF0ia/24ABB018 1 a a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • D • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnemvPm 5.1 bv EnermSofl User Number. 2984 R imCod*: 2011-10-1 OTI 3:29:58 ID: Paae 10of30 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1 C Project Name ALTIUM Date 10/10/2011 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DXAC Systems Thermal Energy Storage (TES) Systems Test Perfomied By: CARRIER S0PSH036 1 • • • • CARRIER 50PSH048 2 • • • • CARRIER SOPSH060 1 • • • D CARRIER 50PSH030 2 • • • • CARRIER FX4CF018/24ABB018 1 • • • • • • • • • • • • • • • • • • • • • D • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • D • • • • • • • • • • • • • • • • • • D D • • • • • n • • • • EnemvPm 5.1 bv EneravSi^ User Number 2984 RunCode: 2011-10-10T13:23:58 ID: Paae 11 of 30 CERTIFICATE OF COMPUANCE (Part 5 of 5) MECH-1 C Project Name ALTIUM Date 10/10/2011 Documentation Author's Declaration Statement I certify that this CertHicate of Compliance documentation Is accurate and complete. Name HADI MAHZARI Signature Company ENERGY CONSULTING GROUP Date 10/10/2011 Address 8015 BAUBOA AVE. CEA# CEPE# City/State/Zip SANDIEGO .CA92111 Phone 856-2e6-0660 The Principal Mechanical Designer's Declaration Statement • I am ellgitMe under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • This Certificate of Compilance Identifies the mechanical features and performance specifications required for compliance with Title-24, Parts 1 and 6 of the Calfomla Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the Information provided to document this design on the other applicable compliance forms, worl<sheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building pemnit application. ^ ,^<7 Name ANTHONY BRUNELLE Company NATIONAL AAIR & ENERGY Signature Date 10-10-2011 Address 2063 KW7Z STREET License # 706889 CIty/State/ZIp sAN OIEGO.CA 92110 Phone 619-290-2500 Mandatory Meaaure* Indteate location on buHdlng plans of Note Block for Mandatory Measures. MECHANICAL COMPUANCE FORMS & WORKSHEETS (check box If woitoheet to Included) For detailed InslrucUons on the usa of this and all Energy Efficiency Standards compilance forms, ptease refer to the 2008 istonresidential Manual. Note: The Enforcement ^ency may require an forms to be Incoiporated orMo the buHding plans. H MECH-1 C Certlfkate of Compliance. Required on plans for alt subntittals. H MECH-2C Mechanical Equipment Summary is required for ail submittals. Bl MECH-3C Mechanical VentilaUon and Reheat Is required tor aH submittals with mechanical ventilation. MECH-4C Fan Power Consumption Is required for all prescriptive submittals. EnergyPro 5.1 by EnergySon User Number 2984 RunCode: 2011-10-10T13:29.-Sa ID: Page 12 of 30 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date ALTIUM 10/10/2011 \ indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or system tags (i.e.AC-1, RTU-1, HP-1) HP/200-1 HP/200-2 HP/200-3 Number of Svstems 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation Indicate Page Reference on Plans or Schedule and Indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 5.80 COP 5.20 COP 5.20 COP MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 17.6 EER 15.9 EER 15.9 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(b) 233 dm 126 dm 155 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thennostat Furnace Controls/Thermostat Natural Ventilation Mechanicsd Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setbaci< and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 124 R-4.2 R-4.2 R-4.2 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 11,485 Btu/hr 14.721 Btu/hr 19,499 Btu/hr 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 39,653 Btu/hr 59.476 Btu/hr 59,763 Btu/hr 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 29,727 Btu/hr 44,969 Btu/hr 46.969 Btu/hr 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 27,145 Btu/hr 44,598 Btu/hr 43.778 Btu/hr 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(c) 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Consfant Temp Constant Temp 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(a) 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(1) 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 Heating^ Air Cooled Cliiller Limitation Duct Lealoge Sealing. If Yes, a MECH-4-A must be submitted 144(i<) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiiiary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10T13:29:58 ID: Page 13 of 30 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name ALTIUM Date 10/10/2011 Item or System Tags (i.e.AC-1, RTU-1. HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e.AC-1, RTU-1. HP-1) HP/200-4 HP/200-5 HP/200-6 Number of Svstems 1 1 1 Indicate Page Reference on Plans or Schedule and Indicate the applicable exceptlon(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 5.80 COP 5.80 COP 5.20 COP Cooling Equipment Efficiency 112(a) 17.6 EER 16.4 EER f 5,9 EER HVAC Heat Pump Thermostat 112(b), 112(c) Yes Yes Yes Furnace Controlsn"hemiostat 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) No No No Mechanicai Ventilation 121(b) 186 dm 425 cfm 513 dm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) No No No Time Control 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Auto isolatton Zones 122(a) n/a n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b) 9,203 Btu/hr 25,339 Btu/hr 34,779 Btu/hr Proposed Heating Capacity 144(a & b) 39,285 Btu/hr 72,539 Btu/hr 63,017 Btu/hr Calculated Design Cooling Load 144(a & b) 29,730 Btu/hr 59,069 Btu/hr 54,255 Btu/hr Proposed Cooling Capacity 144(a & b) 27,713 Btu/hr 55.685 Btu/hr 37,643 Btu/hr Fan Controi 144(c) (^instant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) No No No Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heat Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating^ 144(a) Air Cooled Chiller Limitation 144(1) Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 14 of 30 AIR SYSTEM REQUIREMENTS (Part 1 Of 2) MECH-2C Project Name ALTIUM Date 10/10/2011 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packas e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) HP/200-7 HP/200-8 HP/200-9 Number of Systems 1 1 1 Indicate Page Reference on Plans or Schedule and Indicate the applicable exceptlon(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 5.20 COP 5.40 COP 5.30 COP Cooling Equipment Efficiency 112(a) 15.9 EER 16.0 EER 15.6 EER HVAC Heat Pump Themiostat 112(b), 112(c) Yes Yes Yes Fumace Controls/Themiostat 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) No No No Mechanical Ventilation 121(b) 124 cfm 325 dm 232 cfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) No No No Time Control 122(e) Programmable Switch Programmable Switch Pmgrammable Switch Setback and Setup Control 122(e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Auto Isolation Zones 122(a) n/a n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b) 22,543 Btu/hr 16,054 Btu/hr 13,089 Btu/hr Proposed Heating Capacity 144(a & b) 59,518 Btu/hr 44,930 Btu/hr 35.114 Btu/hr Calculated Design Cooling Load 144(a & b) 45,344 Btu/hr 31,650 Btu/hr 27,466 Btu/hr Proposed Cooling Capacity 144(a & b) 44,019 Btu/hr 30,752 Btu/hr 21,608 Btu/hr Fan Control 144(c) Constant Volume Constant Vdume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) No No No Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heat Air Supply Reset 144(f) Constant Temp (instant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating' 144(a) Air Cooled Chiller Limitation 144(1) Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total Installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number: 2984 RunCode: 2011-10-10713:29:58 ID: Page 15 of 30 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date ALTIUM 10/10/2011 I Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc.) Item or system Tags (i.e.AC-1, RTU-1, HP-1) HP/200-70 FC-1/CU-1 Number of Systems 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 Indicate Page Reference on Plans or Schedule and indicate the applicable exceptlon(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 112(a) 5.30 COP n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 112(a) 15.6 EER 13.0 SEER/11.0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 112(b), 112(c) Yes n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 112(c), 115(a) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 121(b) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 121(b) 405 dm Ocfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 121(c) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 121(c) No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 122(e) Pmgrammable Switch Pmgrammable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 122(e) Setback Requimd Setback Requimd MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 122(f) Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 122(a) n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themiostat Furnace Controls/Themiostat 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 124 R-4.2 R-4.2 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 20,006 Btu/hr 5 Btu/hr 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 36,555 Btu/hr 0 Btu/hr 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 36,132 Btu/hr 13,829 Btu/hr 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 20,329 Btu/hr 13,716 Btu/hr 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No Yes 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(t) Constant Temp Constant Temp 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a) 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) 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 Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No 1. Total installed capacity (MBtu/hr) of ail electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 16 of 30 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name ALTIUM Date 10/10/2011 MECHANICAL VENTILATION (S121(b)2) REHEAT LIMTAHON (f144(d)) AREA BASIS OCCUPANCV BASIS VAV MINIMUM A B C D E F 0 H 1 J K L M N Zone/System Condition Area (ft') CFM per f? Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BXO.4 CFMIff Max. of Columns H,J, K, 300 CFM Design Minimum Air Setpoint Transfer Air HP/200-1 1,550 Of 5 233 233 233 HP/200-1 Totel 233 233 HP/200-2 840 o.ts f26 f26 f26 HP/200-2 Totel 126 r26 HP/200-3 1,030 0.15 155 ISS ISS HP/200-3 Total ISS 155 HP/200-4 1.242 0.15 186 186 186 HP/200-4 Totai 186 186 HP/200-5 850 0.15 128 128 425 HP/200-5 Total 128 425 HP/200-6 1,025 0.50 513 513 513 HP/200-6 Total 513 513 HP/200-7 825 0.15 124 124 124 HP/200-7 Total 124 124 HP/200-e 650 0.50 325 325 325 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section S121. Table 121 -A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress punsoses for spaces without fixed setting. H Reauired Ventilation Air (REQ'D VM is the larger of the ventilation rat 9S calculated on an AREA BASIS or OCCUPANCY BASIS (Column DorG). 1 Must be areater than or eaual to H. or use Transfer Air (column N) to mal<e UD the difference. J Design fan SUDDIV CFM (Fan CFM) x 50%: or the design zone outdoor airflow rate per SI 21. K Condition area (ft') x 0.4 CFM / ft' or L Maximum of Columns H. J. K. or 300 CFM M This must be less than or eaual to Column L and greater than or egual to the sum of Columns H plus N, N Transfer Air must be provided where the Reouired Ventilation Air (Column H) Is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air (Column H) and the Design Minimum Air (Column M). Column H minus M. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10T13:2»:5S ID: Pag e17of30 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name ALTIUM Date 10/10/2011 MECHANICAL VENTILATION (S121(b)2) REHEAT UMITATION (f144(d)) AREA BASIS OCCUPANCY BASIS VAV MINMUM A B c 0 E F Q H 1 J K L M N Zone/Svstem Condition Area (tf) CFM per Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM/ft' Max. Of Cohjmns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air HP/200-8 Total 325 325 HP/WO-9 1,545 0.15 232 232 232 HP/200-9 Total 232 232 HP/200-10 810 0.50 405 40S 405 HP/200-10 Total 405 405 FC-l/CU-1 110 0.15 17 17 0 16 FC-l/CU-1 TM 17 0 Totals Column 1 Total Design Ventllalion Air C Minimum ventlation rate per Section SI 21, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed setting. H Reauired Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or 0(DCUPANCY BASIS (Column D or G). 1 Must be grsalsr than or eaual to H. or use Transfer Air (column N) to make uo the difference. J Desian fan SUODIV CFM (Fan CFM) x 50%: or the design zone outdoor airflow rate per SI 21. K Condition area (ft') x 0.4 CFM / ft'; or L Maximum of Columns H. J. K, or 300 CFM M This must be less than or egual to Column L and greater than or egual to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Coiumn H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference beMveen the Reauired Ventlation Air (Column H) and the Desian Minimum Air (Column M). Column H minus M. EnergyPro 5.1 tv EnergySon User Number 2984 RunCode: 20f f-f O-f 0m;29:M ID: Page18of30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkie one copy of this worksheet for each fan system with a totai 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). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Supply Fan 0.500 76.0% 100.0% 1.0 491 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 491 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,200 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPf) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPf) on Line 5. 4) SP, A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPf) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1 -(SP,-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.409 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 19 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkle one copy of this woricsheet for each fan system with a totai 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 tan 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts BXEX746/ (CXD) Supply Fan 0.750 77.0% 100.0% 1.0 727 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy StandanJs. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 727 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy StandanJs. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,600 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.454 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 20 of 30 FAN POWER CONSUMPTION MECH-4C Project Name Date ALTIUM I 10/10/2011 NOTE: Provide one copy of this woricsheet for each fan system with a totai fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when usina the Prescriptive Approach. See Power Consumption of tan §144(c). Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Supply Fan 0.750 77.0% 100.0% 1.0 727 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 727 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,600 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPi) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPi) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SPi) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1 -(SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.454 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. EnergyPm 5.1 by EnergySoft User Number: 2984 RunCode: 2011-10-10713:29:58 ID: Page 21 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkle one copy of this wortcsheet 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 usino the Prescriptive Approach. See Power Consumption of fan 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Supply Fan 0.500 76.0% 100.0% 1.0 491 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 491 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,200 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on iine 6. 6) Fan Adiustment = 1-(SP.-1)/SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.409 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 22 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkle one copy of this woricsheet 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 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts BXEX746/ (CXD) Supply Fan 0.750 77.0% 100.0% 1.0 727 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 727 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,000 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on iine 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on iine 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on iine 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on iine 6. 6) Fan Adjustment = 1 -(SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.363 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. EnergyPm 5.1 by EnergySoft User Number: 2984 RunCode: 2011-10-10713:20:58 ID: Page 23 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkle one copy of this woricsheet 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 8144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Supply Fan 0.750 77.0% 100.0% 1.0 727 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 727 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,600 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1 -(SP,-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.454 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 24 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkle one copy of this wortcsheet 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 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts BXEX746/ (CXD) Supply Fan 0.750 77.0% 100.0 % 1.0 727 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 727 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) f,600 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1 -(SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.454 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 25 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provide one copy of this wortcsheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan S144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Supply Fan 0.500 76.0% 100.0% 1.0 491 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 491 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,400 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1 -(SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.35f W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10Tt3:29:58 ID; Page 26 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provkle one copy of this woricsheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when usina the Prescriptive Approach. See Power Consumption ol fan 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts BXEX746/ (CXD) Supply Fan 0.330 64.0% 100.0% 1.0 385 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 385 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,000 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1 -( SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.385 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. EnergyPm 5.1 by EnergySoft User Number: 2984 RunCode: 2011-10-10713:29:58 ID: Page 27 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provide one copy of this woricsheet for each fan system with a totai 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 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts BXEX746/ (CXD) Supply Fan 0.330 64.0% 100.0% 1.0 385 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 385 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,000 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on iine 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on iine 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on iine 4. Enter Totai Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on iine 6. 6) Fan Adiustment = 1 -( SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.385 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 28 of 30 FAN POWER CONSUMPTION MECH-4C Project Name ALTIUM Date 10/10/2011 NOTE: Provide one copy of this woricsheet 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) Svstems when using the Prescriptive Approach. See Power Consumption of fan 6144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Supply Fan 0.250 64.0% 100.0% 1.0 291 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 291 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 600 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SP,-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.486 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 29 of 30 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name ALTIUM Date 10/10/2011 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply virith 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: 1A. Each space conditioning system sen/ing 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 IB. An occupancy sensor to control the operating period of the system; or IC. 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 independentiv 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 §122(a&b): Each space conditioning system shall be controlled by an individual thermostat that responds to temperature vwthin the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the controi shaii be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of provkling 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. §121 (f): Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for nonnai use, all ventiiation systems sen/ing the building or space shall be certified as meeting the Acceptance Reguirements 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. EnergyPm 5.1 by EnergySoft User Number 2984 RunCode: 2011-10-10713:29:58 ID: Page 30 of 30 ^fc 0-5fe ^ ^ P^J , '^'^^ l^UUf ta • "^exi^tu- .A.fif^il> ^T^^ io£vK« Ul i n i 3 9 D 91 o 9! • o 3 D O o 3 n o. S n O 11 0 3 1 > 3 a c n 5 11 • 12-01-2011 City of Carlsbad 1635 Faraday Av Carisbad, CA 92008 Plan Check Revision Permit No:PCR11138 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2175 SALK AV CBAD St: 200 PCR 2120210800 Lot#: $0.00 Construction Type: CBl11928 ALTIUM: REVISIONS TO Tl 1ST & 2ND FLOOR 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 11/22/2011 JMA 12/01/2011 12/01/2011 Applicant: DESIGNCORP CHIE HONDA 858-794-3222 Owner: RIO SD PLAZA II MASTER LLC C/O NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE #100 CARLSBAD CA 92008 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $107.50 $0.00 $0.00 Total Fees: $107.50 Total Payments To Date: $107.50 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/exactlons. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required Infonnation 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/exactlons DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/tee tees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute ot limitations has orevtouslv othewilse expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No.PCI^t | * ( 3<P Original Plan Check No. CSI {']^2^^ Project Address 2-(76 <;/l{k /\V€.- SU't.2JDd> Date Contact CJriiB Ho^^ PhF.x^^^^^6-03^Fm;,ii rUmdA^<i^e^i^^a>^. Contact Address ^#?4 Cdimo^Dt^ D> • City <^ Degg^ Zip ^^(0^ General Scope of Work /\^A (K Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: ^ Plans • Calculations • Soils • Energy • Other_ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets Tc 2- AM <K en)t)d\ io tyniU OJTmTytm^y^n^UM'^S^S^ •B*^^ (A^KCJU %Xb ourA Pc^vvf? hJiJy''- ^^s^H . V //^ 5 Does this revision, in any way, alter the exterior of the project? • Yes 6 Does this revision add ANY new floor area(s)? • Yes l^No 7 Does this revision affect any fire related issues? • Yes ^^No 8 Is this a complete set? • Yes j^v^No -^Signature- 1635 Faraday Avenue, Carlsbad, Phone: 760-602-2717 /2718/2719 vvww.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In ^artfurship with govemtnentf6r<Buildittg Safety DATE: 11/29/11 ^9^4PEUSANT • JURIS. JURISDICTION: Carlsbad ^"'•"PUAN^ViEWER • FILE PLAN CHECK NO.: 11-1928 ( PCR 11-138 ) SET: RBV 1, Set I PROJECT ADDRESS: 2175 Salk, Suite 200 PROJECT NAME: Office TI, Revised Floor Plans 3 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. r~l The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Kl Esgil Corporation staff did not advise the applicant that the plan check has been completed. [H Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Chie Honda Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 11/21/11 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 11-1928 ( PCR 11-138 ) 11/29/11 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 11-1928 ( PCR 11-138 ) PREPARED BY: Chuck Mendenhall DATE: 11/29/11 BUILDING ADDRESS: 2175 Salk, Suite 200 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA (Sq.Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Rev Floor Plan 10878 Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg, Pemnit Fee by Ordinance Plan Checi< Fee by Ordinance Type of Review: D Repetitive Fee Repeats • Complete Review • Other ^ Hourlv EsGil Fee • Structural Only Hr. @* 1 $86.00 Based on houriy rate Comments: Sheet 1 of 1 macvalue.doc +