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Home My WebLink About1350 POINSETTIA LN; ; CB133169; Permit07-28-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB133169 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1350 POINSETTIA LN CBAD Tl 2150704900 $291,466.00 Sub Type: COMM Lot #: 0 Construction Type: 3B Reference # Status: ISSUED Applied: 12/20/2013 Entered By: RMA Plan Approved: 07/28/2014 Issued: 07/28/2014 Inspect Area Plan Check #: NORTH COAST CALVARY CHAPEL PHASE 2 - INTERIOR IMPROVEMENTS ONLY FOR 7852 SQ FT OF SHELL SPACE. (ROOMS 104, 105, 106, 109, 203 & 205),( INCLUDES OUTDOOR BAPTISTRY/FOUNTAIN) PHASE 1 SHELL WAS PREVIOUSLY PLAN CHECKED & PERMITTED UNDER CB102519 Applicant: JIM THAYER STE 140 9891 IRVINE CENTER DR IRVINE CA 92618 949 831-8110 Owner: CALVARY CHAPEL NO COAST 1330 POINSETTIA LN CARLSBAD CA 92011 Building Permit $1,448.26 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $1,013.78 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $61.21 PFF (3105540) $0.00 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) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $71.74 Other Building Fee $0.00 MECHANICAL TOTAL $247.24 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $8.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $2,850.23 Total Fees: $2,850.23 Total Payments To Date: $2,850.23 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: f-z//^ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 56020(a), and tile the protest and any other required information wVn the City Manager for processing in accordance »/ith Carlsbad Municipal Code Section 3,32,030. Faiiure to timeiy follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTiFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previousiv been given a NOTICE similar to this, or as to which the statute of limitations has previously othenA>ise expired. ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE; QPLANNING •ENGINEERING •BUILDING JFIRE • HEALTH •HAZMAT/APCD m A. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. Est. Value ^7/7^// Plan Ck. Deposit /Ol^ , 7^ )ate U. SWPPP JOB ADDRESS 13 5"^ PciNS-erT/ 9 CT/PROJECT # SUITE#/SPACE#/UNIT# # BATHROOMS TENANT BUSINESS NAME APN -552' -Pl DESCRIPTION OF WORK: (nclude Square Feet of Affected Area(s; , . CA^^V^^ I^^RASe (SF) FVTIOS(SF) DECKS (SF)' FIREPLACE' • n.uu^^ , . PROPOSED USE YES I |# NOj I AIR CONDITIONING YES I [NO I I FIRESPgJWLERS YES I |NO| I APPLICANTNAME (Primary Contact) , APPLICANTNAME fSecondary Contact) ADDRESS r STATE ZIP CB133169 1350 POINSETTIA LN ,£MONE _ c minify q^JJ^ PROPEI ADDRESS PHTJNE STATE ZIP NE*^ FAT — y ^ NORTH COAST CALVARY CHAPEL PHASE ? - INTERIOR IMPROVEMENTS ONLY EOR ^852 SQ FT OE SHELL SPACE. (ROOMS 104, 105, 106, 109, 203 & 205),( INCLUDES OUTDOOR BAPTISTRY/FOUNTAIN) PHASE 1 SHELL WAS PREVIOUSLY PLAN CHECKED & PERMITTED UNDER CB102519 Tl COMM Lot#; JIM THAYER MAIL ' f /I ARCH/DCSiGNER NAME 4ADDRESS TsfAT ommA v.. (Sec. 7031.5 Business and Proressions Code: Any City or County which requires a permitto construct, alter, improve, demolish or repair any structure, prior\to its issuance, also requires the applicantfor such permit tafile a signed statement that he is licensed pursuant to the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe 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 applicantfor a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). HEE H mmWM. mi — — Workers' Conipensation Declaration: / /lerety affirm under penalty ofpeijury one ofthe following declarations: _ I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit is issued. 11 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the wori( for which this permit is issued. My workers' compensation insurance earner and policy number are: Insurance Co, Policy No, Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less, I I Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of conipensation, damages as provided for In Section 3706 ofthe Labor code, interest and attomey's fees. CONTRACTOR SIGNATURE • AGENT DATE / tiereby affimt that I am exempt from Contractor's Ucense Law for the following reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale), I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law), I I I am exempt under Section Business and Professions Code for this reason: 1,1 personally plan to provide the major labor and materials for construction of the proposed property improvement, n^es I iNo 2,1 (have / have not) signed an application for a building permit for the proposed work. 3,1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): PROPERTY OWNER SIGNATURE •AGENT DATE |."°FIE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: •PLANNING CJENGINEERING JBUILDING LJFIRE • HEALTH •HAZMAT/APCD ''••\ CARLSBAD '"'^ CITY O F Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email: buildingtgcarlsbadca.gov www.carlsbadca.gov Plan Check No. Est. Value Plan Ck. Deposit Date SWPPP JOB ADDRESS SUITE#/SPACE#/UNIT# 2-tq -SSO.-0 CT/PROJECT # « BEDROOMS # BATHROOr^S TEr^ANT BUSINESS NAIVIE > / DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPUCE YES I [# N0| I AIR CONDITIONING YES I |NO| I FIRE SPRINKLERS YES I |NO| I APPLICANT NAME Primary Contact PROPERTY OWNER ADDRESS ADDRESS CITY STATE CITY STATE ZIP PHONE FAX PHONE DESIGN PROFESSIONAL ADDRESS ADDRESS . . CITY_ , I STATE ZIP STATE ZIP ITY , I STATE ZIP FAX PHONE EMAIL EMAIL , . —V , STATPLIC* ' VTOASi ^ «S. ^ CITY BUS, UC.# . & I / Sk^^g^ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicantfor such permit to file a signed statement that he is licensed pursuant to the provisions ofthe Contractor's License Law (Criapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one ofthe following declarations: aI have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued, Lhave and will maintain worjets' compensation, as required bv Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co A^^cysa.^ Pr«-euC>A- C^, <s>^ fW4^C^n^ Policy No, Qf^^^/ 9'( Expiration Date lo/ ( / P* O I This section need not be completed if the permit is for one hundred dollars ($100) or less, I I Certificate of Exemption: I certify that in the performance of the wort for which tte perrnjjjt issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, WARNING: Failure to SMore-morkers' compensatj^l^'roTCj^gelplfljjp^^ subject an employerto criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation damages as provided^f^fjiT^is^i^ift^^iU^ cods<interest and attomey's fees. JS^ CONTRACTOR SIGNATURE ^-jUg!^—^Z-t^^--^^^^^^^^^"^^^ QAGENT DATE ^ -'2_fZ '~ (^ t Iiereby affirm tliat I am exempt from Contractor's License Law for the following reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec, 7044, Business and Professions Code: The Contractor's • • License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale), I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec, 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1,1 personally plan to provide the major labor and materials for construction of the proposed property improvement, •Yes I INO 2,1 (have / have not) signed an application for a building permit for the proposed work. 3,1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4,1 plan to provide portions of the wori<, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number): 5,1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): >^PROPERTY OWNER SIGNATURE QAGENT DATE a MON-RSSIOCMTIAL B U I L t> ) Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention prpgram under Sections 25505,25533 or 25534 of the Piesley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. STUUCTION LENDING I hereby affirm that there is a construction lending agency for the performance of the work this pemiit is issued (Sec 3097 (i) Civil Code). Lender's Name Lender's Address CANT CERTIFICATIO I certify thati have lead the applk^ation and state that theabove infonnation is conect and that the infonnation on the plans Is accurate. I agiee to comply writh aH I hereby authorize representative of the City of Carisbad to enter upon the above mentioned property ibr inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HAf^LESS THE CITY OF CAFiLSBAD AGAINST ALL LIABILrTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, OSHA: An OSHA pemiit is required fbr excavations over 5'0' deep and demolitbn or constmction of stmctures over 3 stories in height, EXPIRATION: Every permii issued by the Building Official under the provisbns of this Code shajtsxplTe^ limitation and become null and void if the building or wort* authorized by such pennit is not ccmmenced within 180 days from the date of such pemiit or if the byilditl^r vaik authorized by such pennit is>aSperj(ie(for abandoned at any time after the vi(ori< is commenced for a period of 180 days (Section 106.4,4 Unifonn Building Code), APPLICANT'S SIGNATURE / ^-^^r:^ ^ .i*^^//>.^>'Z.-.^^ ^ DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildinq(5)carlsbadca.q0V or Mail the completed form to City of Carisbad, Building Division 1635 Faraday Avenue, Carisbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAIVIE ADDRESS OCCUPANT NAME BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA •PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAILTO: (^ONTACT(Listed aboveP^ OCCUPANT (Listed above) CONTRACTOR (On Pg. 1)\ ASSOCIATED CB#- MAIL/FAX TO OTHER NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION DATE Inspection List Permit#: CB133169 Type: Tl COMM Date Inspection Item 05/11/2015 89 Final Combo 05/05/2015 14 Frame/Steel/Bolting/Weldin 05/05/2015 17 Interior Lath/Drywall 05/05/2015 34 Rough Electric 05/04/2015 14 Frame/Steel/Bolting/Weldin 05/04/2015 14 Frame/Steel/Boltlng/Weldin 04/03/2015 89 Final Combo 04/02/2015 89 Final Combo 01/07/2015 17 Interior Lath/Drywall Inspector MC MC MC MC MC MC Act Rl Rl AP AP Rl AP PA PA AP NORTH COAST CALVARY CHAPEL PHASE 2 - INTERIOR IMPROVEMENTS ON Comments AM PLEASE/ COF NEW EXIT SIGN PM PLEASE NEW DOOR AT RM 102 2ND FLOOR OCCUPANCY OK MINOR PICK UP, OK TO OCCUPY SEE CB102519 FOR ADDITIONAL NOTES Tuesday, May 12, 2015 Page 1 of 1 'i% Cl • V Of =AR*^s^AD INSPECTION RECORD uilding Division Zl INSPECTION RECORD CARD Wl.TH APPROVED PLANS MUST BE KEPT ON THE JOB 3 CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION ZI FOR BUlLDiNG INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbaclca.gov/Buildinq AND CLICK ON "Request ^spectipn" •ATE: 7 D0/i^ IF 'YES' IS CHECKED BELOW THAT DIVISIONS APPROVAL IS REQUIRED PRJOJJJTp^RECmiSTING A FlNAL BuiLDING INSPECTION. IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. AFTER ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX TO 760-602-8560. EMAIL TO BLDGiN_SP_ECTIONS@_t^^ OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE.. CARLSBAD. CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOCIR INSPECTION. CB133169 1350 POINSEHIALN NORTH COAfVr CALVARY CHAPEL PHASE ? - INTERIOR IMPROVEMENTS ONI Y FOR 7852 SQFT OF SHELL SPACE. (ROOMS 104, 105 106 109^ 203 & 205),( INCLUDES OUTDOOR BAPTISTRY/FOUNTAIN) PHASE 1 SHELL WAS PREVIOUSLY PLAN CHECKED & PERMITTED UNDER CBI02519 Tl Lot#; iRD COPY NO YES Required Prior to Requesting Building Final if Checlced YES Date Inspector Notes / • •/ Planning/Landscape 760-944-8463 Allow 48 hours / / CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm / Fire Prevention 760-602-4660 Allow 48 hours Type of Inspection Type of Inspection 1 CODE # BUILDING 1 Date Inspector ! CODE # ELECTRICAL 1 Date Inspector #11 FOUNDATION #31 • ELECTRIC UNDERGROUND DUFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 • ELECTRIC SERVICE • TEMPORARY • GROUT • WALL DRAINS #35 PHOTOVOLTAIC #10 TILT PANELS #39 FINAL #11 POUR STRIPS CODE ** MECHANICAL #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME • FLOOR • CEILING #44 • DUCT&PLENUM • REF.PIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #49 FINAL #16 INSULATION 1 [ » y » • CODE # COMBO INSPECTION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 ORYWALLEXT UTH, GAS TES (limtttl #51 POOLEXCA/STEEL/BOND/FENCE * 1 #d3 ROOFSHEATING, EXT SHEAR (13,15) #55 PREPLASTER/FINAL #84 FRAME ROUGH COMBO (14,24,34,44) ll l-m/fA #19 FINAL #85 T-Bar (14,24,34,44) • CODE # PLUMBING Date inspector #89 FINAL OCCUPANCY (19,29,39,49) 94ll?\l6 #22 • SEWER & BL/CO DPL/CO FIRE 'Date Inspector #21 UNDERGROUND DWASTE • WTR #24 TOP OUT jalVASTE f31ivrR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN • I / ' —• «-A/S UNDERGROUND HYDRO #23 DGASTEST D GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOUR WATER —1 "> >" A/S OVERHEAD HYDROSTATIC /^** • #29 FINAL A/S FINAL 1 CODE # STORM WATER F/A ROUGH-IN a-! #600 PRE-CONSTRUCTION MEETING F/A FINAL M #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRTTTEN WARNING nXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OFVIOLATION MEDICAL GAS PRESSURETEST #610 VERBALWARNING MEDICAL GAS FINAL SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less than ont.-' water closet for each 20 employees or fractional part thereof working a\ a • construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES t=T3c>\;(0£ A6-6t^TE.-o JUl^lBf-WW ^»U^»lA<St£. 0^ / Page 1 of 2 TO: City of Carlsbad DATE: December 19, 2013 FROM: Timeless Architecture PROJECT: North Coast Calvary Chapel 1330 Poinsettia Lane, Carlsbad, CA 92011 SUBJECT: Scope of Work: Completion of Build-Out for Previous Plan Review No.: 102519 The Phase I plans for the project as described above were approved on September 13, 2013 after going through the plan check process with Esgil Corporation (Plan Reviewer: Chuck Mendenhall). The Phase II portion of the project is now being submitted for plan check review. The rooms that will be affected as port of Phase II on the first floor include: Room 104 - Multipurpose Youth Room Room 105-Multipurpose Reception Room 106-Storage Room 109 - Exit The rooms that will be affected as part of Phase II on the second floor include: Room 203 - Classroom Room 205 - Classroom All windows in these rooms were already on the original set of plans. All doors were also on the original set of plans with the exception of doors 104F, 105B, 106A, and 109A on the first floor plan - these doors have been added to the Door Schedule on sheet A002. In addition to the finishes being provided for these spaces, the mechanical equipment, ductwork and the electrical power and lighting will all be installed at this time as Phase II. All of the first floor rooms (including 104, 105, 106 and 109) were included in the original Title 24 calculations that were previously provided for this project and approved. Rooms 203 and 205 on the second floor however were not. Therefore the appropriate Title 24 forms for these rooms have been included in the new set of construction documents (see sheet M004). There is no plumbing in any of these spaces - the plumbing will therefore not be changed. Please be aware that the structure of the chapel building is completely unchanged and unaffected as a result of this additional work - only architectural interior finishes, mechanical and electrical work will be affected, and that only for the aforementioned rooms. Page 2 of 2 We are herewith submitting entire sets of Phase II construction documents for the proposed chapel building with the full build out of architectural finishes, mechanical and electrical incorporated for plan check review. In order to assist in the process we hove provided clouds with revision deltas on the plans that have been affected - please see the 'Delta 1' revisions for the Phase II portions of the project on the sheets as listed below. Affected sheets include: AOOO - Cover Sheet AOOl - Finish Schedule A002 - Door Schedule and Legend Alll - First Floor Plan Al 12 - First Floor Reflected Ceiling Plan Al 13 - First Floor Seating and Exiting Plan A121 - Second Floor Plan Al22-Second Floor Reflected Ceiling Plan A123-Second Floor Seating and Exiting Plan A205 - Interior Elevations Room 104 A206 - Interior Elevations Room 105 A301 - Sections A302 - Sections A303 - Sections A304 - Sections M004 - Mechanical Title 24 MOI 0 - Specs and Schedules Ml 11 - First Floor Mechanical Plan Ml21 - Second Floor Mechanical Plan Ml 31 - Roof Mechanical Plan E002 - Panel Schedules El 11 - First Floor Lighting E112- First Floor Power El21 - Second Floor Lighting E122 - Second Floor Power Respectfully, Alan Rinderer, Architect Timeless Architecture EsGil Corporation In Partnersfiip with government for (BuiCding Safety DATE: July 10, 2013 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-3169 SET: III PROJECT ADDRESS: 1350 Poinsettia Lane PROJECT NAME: Chapel TI XI 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonA/ard 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 #: ext102 Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Eric Jensen Enclosures: EsGil Corporation K GA K EJ • MB • PC 7/01/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (BuiCding Safety DATE: May 14, 2014 • APPLICANT JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-3169 SET: II PROJECT ADDRESS: 1350 Poinsettia Lane PROJECT NAME: North Coast Calvary Chapel; Phase II 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. I 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: Jim Thayer I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim Thayer Telephone #: 949-831-8110 X I Date contacted?^/|Hh (by:^^) Email: jim(gtmlsarc.com Fax #: ^ Ma^l/ Telephone^^^ Fax In Person n REMARKS: By: Kurt Culver Enclosures: EsGil Corporation S GA S EJ • MB • PC 5/7/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 13-3169 May 14, 2014 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL 1. 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. ADDITIONAL See the following sheet for MEP comments. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No 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 Kurt Culver at Esgil Corporation. Thank you. Carlsbad 13-3169 May 14, 2014 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The feeders to DP-1 need to be reviewed: How many (6 shown?) and how many conduits? Include the ungrounded, grounded, and equipment grounding conductors on the feeder description as well as the number and sizing of conduits. • Tlie neutral and equipment grounding conductors sliall originate at tlie service equipment Revise tlie feeder descriptions to include the ungrounded, grounded, and equipment grounding conductors. • Note: If distance is a concern and the ungrounded conductors have been increased in size for voltage drop mitigation similarly the equipment grounding conductors and grounded conductors shall have a ratioly increase in size. 2. Missing a couple of transformer grounding electrode conductor sizing descriptions. Transformer T-3 has an undersized transformer grounding electrode conductor Please review. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 4. Please address the following for the scope of proposed work now proposed. (T.l. for Multi-Purpose Youth Room #104, Multi-Purpose Reception #105, Storage #106, Exit #109, and Classroom #205 only): The scope of work for this project is very unclear on the plans. Until the scope of work is made clearer, I cannot begin the plan review. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 1. The plumbing plans seem to substantially comply with the jurisdiction's Plumbing Codes. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 2. Please provide the complete mechanical energy design for the proposed T.l. for Multi-Purpose Youth Room #104, Multi-Purpose Reception #105, Storage #106, Exit #109, and Classroom #205 only. Carlsbad 13-3169 May 14, 2014 3. Please provide the MECH-3C forms (for fan coil units FC-5, FC-6, FC-7, FC- 8, FC-9A, and FC-9B) showing the required mechanical ventilation rates for the new or revised conditioned spaces (for changes in the uses of all four building). Coordinate the mechanical and the Title 24 outside air design. Title 24 121(b)2&(d). 4. Detail the secondary mechanical condensate waste design for fan coil units in the attic and ceiling space (fan coll units FC-5, FC-6, FC-7, FC-8, FC-9A, and FC-9B): Pipe sizing, routing, and termination areas. CMC 309.0 & CPC 807.0 5. Detail the required access to the fan coil units in the attic and ceiling space, as per CMC Section 304.2.1.2: "Appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction." Clearly show the sizes and the units. Detail attic and ceiling space access and catwalks from access openings to each unit. 6. Detail the required 30 X 30 inch service platform for fan coil units in the attic and ceiling space (fan coil units FC-5, FC-6, FC-7, FC-8, FC-9A, and FC-9B). Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. End EsGil Corporation In (Partnership with government for BuiCding Safety DATE: January 2, 2014 ayAPPUCANT ja JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-3169 SETI PROJECT ADDRESS: 1350 Poinsettia Lane PROJECT NAME: North Coast Calvary Chapel; Phase II 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. X 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 fon/vard to the applicant contact person. X The applicant's copy of the check list has been sent to: Jim Thayer I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IX EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim Thayer Telephone #: 949-831-8110 Date contactedjj j 2^ (by: ^^A^ Email: jim(gtmlsarc.com Fax #: Mall \/felephone Fax In Person • REMARKS: By: Kurt Culver Enclosures: EsGil Corporation ^ GA K EJ • MB • PC 12/23/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 13-3169 January 2, 2014 PLAN REVIEW CORRECTION UST TENANT IMPROVEMENTS PLAN CHECK NO.: 13-3169 JURISDICTION: Carlsbad OCCUPANCY: ? USE: ? TYPE OF CONSTRUCTION: ? ACTUAL AREA: ? ALLOWABLE FLOOR AREA: ? STORIES: ? HEIGHT: ? SPRINKLERS?: ? OCCUPANT LOAD: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/23/13 DATE INITIAL PLAN REVIEW COMPLETED: January 2, 2014 PLAN REVIEWER: Kurt Culver FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of 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 copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad 13-3169 January 2, 2014 • GENERAL 1. 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. • PLANS 2. The scope of work for this project is very unclear on the plans. Until the scope of work is made clearer, I cannot begin the plan review. a) Please make it clear on the plans what is to be built under this permit. b) Remove all unnecessary plans, details, notes, etc. 3. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. • ADDITIONAL 4. See the following sheet for MEP comments. 5. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 6. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No Carlsbad 13-3169 January 2, 2014 7. 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 Kurt Culver at Esgil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The feeders to DP-1 need to be reviewed: How many (6 shown?) and how many conduits? Include the ungrounded, grounded, and equipment grounding conductors on the feeder description as well as the number and sizing of conduits. 2. Include the grounded conductor for panelboards PI, P2, "L" and distribution board DP2 as well on the single line diagram. 3. Missing a couple of transformer grounding electrode conductor sizing descriptions. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING/MECHANICAL COMMENTS PLAN REVIEWER: Glen Adamek 4. The scope of work for this project is very unclear on the plans. Until the scope of work is made clearer, 1 cannot begin the plan review. End Carlsbad 13-3169 January 2, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 13-3169 PREPARED BY: Kurt Culver DATE: January 2, 2014 BUILDING ADDRESS: 1350 Poinsettia Lane BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 291,466 Air Conditioning Fire Sprinklers TOTAL VALUE 291,466 Jurisdiction Code cb By Ordinance t Bldg. Permit Fee by Ordinance I Plan Check Fee by Ordinance ' Type of Review; 0 Complete Review • Repetitive Fee ^ Repeats • Other j-j Hourly EsGil Fee • Structural Only Hr. $1,448.26 $941.37 $811.03 Comments: Sheet 1 of 1 macvalue.doc + *-PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/27/13 PROJECT NAIVIE: Calvary Chapel Phase 11 PROJECT ID: MS 04^02 PLAN CHECK NO: CBi 33169 SET#: I ADDRESS: 1350 Poinsettia Ln APN: 215-070-49 VALUATION: $291,466 APPLICANT CONTACT: jim@tmlsarc.com THs plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION *^ *SEE NOTE BELOW*** Final Inspe ction by the Construction & Inspection Division is required: Yes No X l-or status from a division not m,arked below, please call 760-602-2719 This plan check review is NOTCOMPLFTE Items missing or inconect are listed on the attached checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-2750 V/ linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Remarks: Tlie approval iot this building permit is contingent upon the issuance of building permit no.: CBi025 19 ALL ASSOCIATED ENGINEERING IMPACT FEES HAVE BEEN ASSESSED ONCB102519. — jjf^ PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carl.sbadca.sov DATE: 12/20/2013 PROJECT NAME: North Coast Calvary Chapel PROJECT ID: CUP 04-05 PLAN CHECK NO: CB 13-3169 SET#: 1 ADDRESS: 1350 Poinsettia Ln APN: 215-070-49 ^ This plan check review Is complete and has been APPROVED by the Planning Division. By: Van Lynch A Final Inspection by the Planning Division is required |3 Yes • No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. [J This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.|Sov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 GregorY.Ryan@carlsbadca.gov 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.^ov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthla.Wong@carlsbadca.gov X Van Lynch 760-602-4613 Van.Lvnch@carlsbaclca.gov • 1 Dominic Fieri 760-602-4664 Domlnic.Fierl@carlsbadca.gov Remarks: Plan Check No. CB13-3169 Address 1350 Poinsettia Ln Date 12/20/13 Review # 1 ' " Planner Van Lynch Phone (760) 602- 4613 Type of Project & Use: church chapel Net Project Density:n/a DU/AC Zoning: RJ. General Plan: RLM Facilities IVIanagement Zone: 20 CFD (in/eirt) #1_Date of participation:5/7/91 Remaining net dev acres:. 15 (For non-residential development: Type of land use created by this permit: church) REVIEW #: 12 3 Legend: |EI Item Complete • Item Incomplete - Needs your action 13 • • Environmental Review Required: YES |E! NO • TYPE MND DATE OF COMPLETION: Pc Reso 5784 11/17/2004 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ^ • • Discretionary Action Required: YES [3 NO • TYPE CUP APPROVAL/RESO. NO. 5788 DATE 11/17/2004 PROJECT NO. 04-05 OTHER RELATED CASES: SDP 04-02/HDP 04-01/CDP 04-03 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: n n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES El NO Q CA Coastal Commission Authority? YES • NO JEl 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): lEI • • 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!) lEl • • Inclusionary Housing Fee required: YES • NO |E1 (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!) S • • Housing Tracking Form (form P-20) completed: YES • NO • N/A^ p-28 Page 2 of 3 07/11 Site Plan: El • • 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. City Council Policy 44 - Neighborhood Architectural Design Guidelines • • 1. Applicability: YES • NO • • • 2. Project complies: YES • NOD Zoning: • • • • • • • • • • • • 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 50 Shown 145 Required n/a Shown n/a Required 10 Shown 185 Required 20 Shown 20 Required _ Shown 2. Accessory structure setbacks: n/a Front: Interior Side: Street Side; Rear: Structure separation: 3. Lot Coverage: 4. Height: Required Required Required Required Required Shown Shown Shown Shown Shown Required n/a Shown Required 35: Shown 34'9" (tower to 53 feet, 52 shown) 5. Parking: Spaces Required 594 Shown 842 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments n/a OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 3 of 3 07/11 CITY OF PLAN CHECK CITY OF REVIEW 1535 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 04/17/2015 PROJECT NAIVIE: NORTH COAST CALVARY CHAPEL PROJECT ID: CBlt)2519 PLAN CHECK NO: SET#: 1 ADDRESS: 1350 POINSETTIA APN: • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required El Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checl^list please contact the following reviewer as marked: PIANNING ENGINEERING 760^2^2750 FIREI^EVENTION 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregorv.Ryan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.^ov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.£ov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL BUILDIMG DEPT Comm^SPJ'tl&onomic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 07.24.2014 PROJECT NAIVIE: NCCC PHASE II PROJECT ID: CB133169 PLAN CHECK NO: 3 SET#: 1 ADDRESS: 1350 POINSETTIA LN APN: • This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required ^ Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: TIIVIELESS ARCHITECTURE You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760^02-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Gi'eg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthla.Wong@carlsbadca.gov • Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached BUILDING OEF Carlsbad Fire Department COPY Plan Review Requirements Category: TI, COMM Date of Report: 07-24-2014 Reviewed by: Name: JIM THAYER Address: STE 140 9891 IRVINE CENTER DR IRVINE CA 92618 Permit #: CBI 33169 Job Name: NORTH COAST CALVARY CHAPEL Job Address: 1350 POINSETTIA LN CBAD Please review carefully all comments attached Conditions; 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. At or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. Entry: 07/24/2014 By: gr Action: AP CITY OF PLAN CHECK CommiMit^ & Economic CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 07.16.2014 PROJECT NAME: NORTH COAST CALVARY CHAPEL PROJECT ID: CB133169 PLAN CHECK NO: 2 SET#: 1 ADDRESS: 1350 POINSETTIA LN APN: 214-550-01; 215-070-13 & 26 [2 This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required |^ Yes • No ^ This plan check review is NOT COIVIPLErE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: TIMELESS ARCHITECTURE You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 76a€02-4665 1 Chris Sexton 760-602-4624 Ch ris.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregory.Rvan@carlsbadca.gov 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached Carlsbad Fire Department BUILDIMG DEFt Cl Plan Review Date of Report: Name: Address: Requirements Category: Tl, COMM 07-16-2014 JIM THAYER STE 140 9891 IRVINE CENTER DR IRVINE CA 92618 Reviewed by: Permit #: CB133169 Job Name: Job Address: NORTH COAST CALVARY CHAPEL 1350 POINSETTIA LN CBAD INCOIVIPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond; CON0007476 [NOT MET] 1. Per CBC 1004.1.2 Areas without fixed seating- you shall be required to recalculate the occupant load and exits required. You are not permitted to base an occupant load on non-fixed seating (anchored to floor, not just bonded). Each area has nearly double the capacity calculated so it is expected that the exiting requirements wil also increase accordingly. 2. Provide a photometric plan that demonstrates compliance with CBC 1006.2. This plan will be the basis for performance testing of the emergency lighting system at or prior to final inspection. Entry: 07/16/2014 By: GR Action: CO PLAN CHECK PLAN CHECK Corflrnunifv & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/27/2013 PROJECT NAME: NORTH COAST CALVARY CHAPEL PROJECT ID: CB133169 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1350 POINSETTIA AV APN: 214-550-01-00 • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required ^ Yes • No ^ This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Jim @ Timeless Architecture You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PUNNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached Carlsbad Fire Department Plan Review Date of Report: Name: Address: Permit #: Job Name: Job Address: 12-27-2013 JIM THAYER 9891 IRVINE CENTER DR STE 140 IRVINE CA 92618 CB133169 NORTH COAST CALVARY CHAPEL 1350 POINSETTIA LN CBAD Requirements Category: Tl, COMM Reviewed by: ^y/t^ INCOIVIPLETE: The item you tiave submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0006895 [NOT MET] Sheet Alll- 1. Provide a 2A:10BC fire extinguisher in each ofthe following rooms; Room 105 Multi-purpose/Reception; Room 104 Multi-purpose/Youth and Room 112 Elevator Equip. Room. Relocate the fire extinguisher in Room 101 Chapel/Assembly to the wall adjacent to door lOlA; relocate the fire extinguisher in Room 102 Coffee/Bookstore to the wall between windows 102B and 102D between match lines C and D. Please locate fire extinguishers where they are accessible and conspicuously placed. Sheet A112 1. Provide a legend for this page so that it is clear what light fixtures are to be installed and which ones are emergency light fixtures. SheetA121 1. Add 2A:10BC fire extinguisher inside Room 201 Balcony Indoor near door 201A or door 201B. 2. Add 2A:10BC fire extinguisher inside Room 202 Mechanical. 3. Add 2A:10BC fire extinguisher inside Room 203 Classroom on wall adjacent to window 203A. 4. Relocate fire extinguisher in Room 205 Classroom from current location adjacent to window 205C to the wall i between doors 205F and 205G. 5. Relocate each ofthe two KNOX boxes; place one outside of Room 203 on the East facing wall near the Exterior corridor. Place the second KNOX box outside of Room 205 adjacent to door 205D near the corner. SheetA122 1. 1. Provide a legend for this page so that it is clear what light fixtures are to be installed and which ones are emergency light fixtures. Sheet A123 1. Replace the single face exit sign outside of Room 205 in area 209 the Exterior "Circulatior" with a Double-faced perpendicular sign. 2. Add a Double-faced perpendicular exit sign in area 209 outside of Room 201. Entry: 12/27/2013 By:GR Action: CO Raenette Abbey From: Sent: To: Subject: Attachments: Alan Rinderer <Alan@TmlsArc.com> Wednesday, September 24, 2014 1:32 PM Building North Coast Calvary Chapel 2-hr. Exterior Wall 10003 2 hr. Wall Correspondence.pdf; ATT00001.htm Attention: MiksTeTerson ^/^^ 0/>i Attached below is a letter we have prepared for you to consider an altemate material for fire resistance in a 2-hr. fire-rated exterior wall at the North Coast Calvary Chapel project, as pennitted in CBC Sec. 1.2.2 (Please note that this project was plan checked and permitted under the 2010 CBC). Please review and respond with your determination. Thank you very much. Respectfully, / Alan Rinderer, Architect TIMELESS ARCHITECTURE Lf. . — w ^UIAS ^'^^ -M^ ' Uii If Page 1 of 3 TO: City of Carlsbad DATE: September 24, 2014 FROM: Timeless Architecture PROJECT: North Coast Calvary Chapel, Phase II 1330 Poinsettia Lane, Carlsbad, CA 92011 ATTN: Miko Potorson- jf^L f=^SJ Mr. Peterson: This is to request an approval for the use of an alternate material in a 2 hr. wall assembly, as allowed per CBC Sec. 1.2.2. The issue is as follows: The North Coast Calvary Chapel project is of Type IIIB construction, which does not require rated construction except that the exterior wall assemblies are required to be of 2-hr. fire resistive construction per Table 601. The exterior wall assembly that we used in our design is from CBC Table 720.1 (2), item 15-1.6., as follows: "2" X 6" f;re-refardanf-freafed wood sfuds /6" on center. Inferior face has fwo layers of 5/8" Type X gypsum wifh fhe base layer placed verfically and affached wifh 6d box na/7s 12" on center. The face layer is placed horizontally and affached wifh 8d box nails 8" on center af joinfs and 12" on confer elsewhere. The exferior face has a base layer of 5/8 Type X gypsum sheafhing placed verfically wifh 6d box nails 8" on center af joints and 12" on cenfer elsewhere. An approved building paper is nexf applied, followed by self-furred exferior lafh affached wifh 21/2" No. 12 gage galvanized roofing nails wifh a 3/8" diameter head and spaced 6" on cenfer along each sfud. Cemenf plasfer consisfing of a 1/2" brown coaf is fhen applied. The scrafch coaf is mixed in fhe proporfion of 1:3 by weight, cemenf fo sand wifh 10 pounds of hydrafed lime and 3 pounds of approved additives or admixtures per sack of cemenf. The brown coaf is mixed in fhe proporfion of 1:4 by weight, cemenf fo sand wifh fhe same amounts of hydrafed lime and approved additives or admixtures used in fhe scrafch coaf." Our assembly follows this description in all regards save for the studs. Instead of 2 x 6 fire-retardant treated wood studs, we proposed using 600-S-l 62-33 steel studs @ 16" o.c. (NOTE: These are 20 ga. structural studs). The project was plan checked and approved this way. The inspector has pointed out that the specific design requires fire-retardant treated wood studs, not steel studs, and is requiring a specific design that allows this particular assembly with steel studs. We have been unable to find a specific design that includes this exact combination of materials, which is not particularly surprising considering how many possible combinations of materials there could be in wall assemblies. For this reason we are Page 2 of 3 asking for you as the building official (as per CBC Sec. 1.2.2.) to consider that our assembly 'complies with the intent of the provisions of the CBC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CBC in fire resistance'. We would like to offer the following points in evidence of our contention: 1. There are numerous approved assemblies that utilize two layers of gypsum wallboard on both sides of steel studs to create a 2-hr. assembly, for example; a. CBC Table 720.1 (2), item 13-1.2 (which uses two layers of 1 /2", not even 5/8" gwb - see attached); b. GA-600-2009 Fire Resistance Manual item WP 1505 (which uses one layer of Vl" gwb over one layer of 5/8" gwb - see attached). 2) There are likewise numerous approved assemblies that utilize one layer of gypsum wallboard on both sides of steel studs to create a 1-hr. assembly, for example; a. CBC Table 720.1 (2), item 13-1.1 (see attached); b. GA-600-2009 Fire Resistance Manual item WP 1049 (see attached). 3) Further, there are approved assemblies that utilize either gypsum wallboard gypsum plaster on one side of side of steel studs, with one layer of 7/8" stucco (Portland cement plaster) on the other to create a 1-hr. assembly , for example; a. CBC Table 720.1 (2), item 15-1.4 (see attached); b. CBC Table 720.1 (2), item 15-1.9 (see attached); 4) There are also numerous approved assemblies that utilize one layer of gypsum wallboard on one side of steel studs with multiple layers of materials on the other side to create a 2-hr. assembly, for example; a. GA-600-2009 Fire Resistance Manual item WP 1943 (see attached). b. GA-600-2009 Fire Resistance Manual item WP 1946 (see attached). The logic of our approach is that since one layer of stucco can substitute for one layer of gwb in a 1 hr. assembly as comparing Point 2 to Point 3 above, it should also be able to substitute for one layer of gwb in Point 1 above. It cannot be maintained that the stucco would do nothing and that the steel studs would be subject to failure if they only had one layer of gwb for protection, because (a) - the stucco is clearly equivalent to 5/8" gwb as demonstrated in points 2 and 3, and besides, there are tested assemblies with 5/8" gwb on one side only that still create a 2 hr. fire-resistant partition as demonstrated in Point 4. As you suggested, we have taken this point to Kurt Culver of Esgil to discuss it with him in advance. His position is that he cannot approve this because he must have an approved assembly. We believe that he is correct in this; Esgil cannot rule on equivalency or alternate materials - the Code requires a building official to make such a finding. For this reason we are asking you to consider the evidence we have presented and make a ruling allowing us to use Item 15-1.6 from CBC Table 720.1 (2), substituting steel studs for the fire-retardant treated wood studs. Page 3 of 3 We wish to thank you in advance for your consideration in this matter, and we look forward to hearing from you in this regard at your earliest convenience. Respectfully, Alan Rinderer, Architect Timeless Architecture 2010 CALIFORNIA BUILDING CODE MATERIAL ITEM NUMBER CONSTRUCTION i MINIMUM FINISHED ; [THICKNESS FACE TO-j I FACE^ (Inciies) : fT'l'3 T" 2"T~ ' piiu^ hour; houf 11 hour (interior partii with planter each side 21A"xO.(>44" fNo. l'8 carbon sheet steel i!age> steel studs spaced 16" on center. Wood fibered evpsum nl.ister mixeil hi b» weight gypsum to sand aggregate applied on 3.'4-pound metal lath wire tied to studs, each side, a piaster applied over each face, includmi! finish coal. 4' •I' Mil i J 1 t < bv No. I.* s I 4 1 Jt isrid i 1 ! I i t I I I I : t>' IWft4' hi hvMo I •ilf Noncombusl ibi studsi intenor partition with gypsum wallboard each ! side 14. Wood studs—ifiterior partition vvitli gypsum waliboard each :side 14 1 1 N "< I U I Ih (,1 1 It h <.r (.III 1> -s li h h M L •, IX \ b 'iKum w allhoard*3jiplisil' Ilf i t vtr Scrmtdi.ite .sludj'siiid 24" u <.No. Ificiirhori siicel I I t I »i! ceti I t I Htai join lit. I Id ber.l d 1" long Xo, A .Irvwa r n [ i 1 I ami 12° DIS center at irii Aiiiid xlurts 15" oS«S I tt I tl r Ht t) I S t> J I 1 1 i t It < r tl c Ml t I 1 i. 5 erijieijiiise studs. \ 1 layer i.ippis«<l ( 1(1 center Aam .ide Sc I It i II t- r 1 \ t It I 1 I f PL \ ^ ! I I ) I o<imp< ivciTlL; r I ! J II 111 id Li iS. E\tcnoror interior walls (15-] 51/S 27/H'' 1^-1,,; ''" :4' x4 • wii^Hi stilus 10' on ccnicr '.vim IKVO uiycrs tcpn.tr |:yj>sum wjiiiDoiifU' iippiieii vcntcunv or luirizonuiHy cucn sidii'^. iotntn -.(ae.iieit'd. N'itjl b.-tsi? I;<vci ^vish sa c<>;>k-f^' Oi- \v:,iliho;»f4" uidls tjn tenter face laves' widi Ud c«>ok'3^' s.»v wallboarii" iiad.s uE 8" on center. ;l4~i .j'- X 4" wood studs 24" on centerwith 5<'H"Type X gypsum waUbc-yrd" upplied verticalK i'irhari?.nntaih' nailed with ^^d :"' vmikT" i.>r KHllboard" nads ai 7" on a'litcr widi end joiius «ti naiUna menibers. .Suigger Joinis each .sitte, :(4-1.4' 2" X 4" l'i.-eTci.;irdiim-treated wood ?>l«ds spaced 24* on cenier wilh one layer of 5flt;" Tjtpe X gypsum •>',';illh»\)rd'-' applied :with face piipcr sraiii -Ilong dintensiprii parailei W studs. Wailhoan! attached «idi (xi ciwlcr" iir wailfwaitj" iiaiis at 7" on ;i4-1.5'' 15-1.l'- m 15-1.2* ra 15-1.3' ' 2" X 4" wood studs 16" on center with two layers 5/8;" Type X gypsum wallboard^ each side. Ba.se layers applied veriically and nailed with 64 cooler" or wallb<.)ard'' nails ot 9" on center. Face layer appticil vertically or horizoMally and nailed with 8d cooler" or wallboard" nails at 7" on center. Kor nail-adhesive applicaion, base layers arc nailed 6" on center. Face layers appliedvvith coating ofapproved svallboiird adhesive and nailed 12' on center. 2" X i" fire-retardtint-treated wood studs spaced 24" on center with one layer of 5/8" Type X gypsum wallboard' applied widi face iHpcr giaiii (long dimension) al riglu angles lu siuds. Walttwaid ailaclicd with <W teiricni-toated boA nails .spaced 7" on center. txterior surface with M" drop siding over W gypsum sheathing t>n 2" x 4" wood studs at HV on center, interior surface treatmcrtf as required for 1-hour-rated exterior or interior 2" x 4" wood stud panitioii.s. Gypsum sheathitig nailed with I i4 by No. 11 ga|J_b5f^7/l'&' headgtViini^iBS''' S!JIi!" ™"'?I' •^'4jSIi'?&l^%.21-StS',?Sii!!S^^ 2" X 4" wood studs H)" oii center with metal iath and 3/4" cement plaster on each side. Lath attached with 6d common nails 7" on center driven to !" minimum penetration and bent over. Plaster mi,>i 1:4 for scratch coat and 1:5 for brown coat, t.»y volume, ccflicul to sand. 1 '2"x4' w(K)d studs 16* on center with 7/8" cement plaster (meaiiured fram the face of studs) on the exterior suiface with tnterior surface treatment as retjuired for interior WOIKI stud partitions in this table. Plaster mix ! :4 for scratch coat and 1:5 for brown coat, by volume, cement to sand. 35/8" No. 16 gage noncombiistihie studs 16" on center with 7/S" cement plaster (measured from the face of Ihe studs) on • the exterior surface with interior surftice treatment as retjuin:d for interior, iionbearing. noncombustibic stud partitions in this table. Plaster mix 1:4 fra^craidijcoat and 1:5 for brmvn coat.Jby volurne. cenjenl to .'^aniL ciajTface bnck'vvith cored holes Wer \.'2" gypsum sTiesuhitig oa esterior surt^ce of 2''x4°' wood studs at 16" on - center and tsvo layers 5/8" Type X gypsum waJllxxird''' on interior surface. Sheathing placed h«>rizontaily or vertically with verticid joints over studs nailed 6" on center wilh 1-V4" x No. 11 gage by 7/16" head galvamzed nails. Inner layer of Wallboard placed hori;onfaUy or vertically and nailed 8" on center with 6d cooler" or wallhoaid" naiis. Outer layer of wallboard placed hori,zontally or vertically and nailed 8" on center with 8d cooler" or wallboard" nails. All joints staggered with vertical joints over studs. Outer layer joints taped and finished with compound. Nail heads covered wilh joint compouiid.0,O3S inch <No. 20 galvanized sheet gage) eomigalcd galvanized steel svall ties ¥\' by 65/8" attached to each stud with two Sd cooler" or wallboard" nails every sixth course of bricks. 35/8" Var 33/8 —• vaiics Varies'' fise-retaidiint'tfcated wrmd sliiJs Sd" rs ot 5'X- T\ I !hc ba: layer placed vertically and attached with 6d box nails 12" on center. The face layer is placed horizontally and attached with 8d hoK nails 8" on center at joint.s and 12" on center elsewhere. The exterior face has a base layer of 5/8 Type X .gypsum sheathing pkicctl veitically with 6d bon nails 8" on cenier at joints and 12" on center elsewhere. An approved building paper is next applied, followed by self-furred e.xterior lath attached with 21.'2" No. 12 gage galvanized txKifin.!? nails with a 3/8" diaraeter head and spaced 6" on center along each stud. Cciiient plaster consi.stirig of a 1/2" brown coat i 213 2010 CALIFORNIA BUILDING CODE ITEM MATERIAL jWUMBER CONSTRUCTION MINIMUM riNLSHCD i THICKfiES'S FACe-TO'l FACe^ -inches) • [ then applied. The scratch coat nTmixed in the proportion ol 1:3 by weight, cement to .sand with lOpounds of hydrated lime and 3 pounds of approved additives or admixtures (>er sack of cemem, The brown coat is mixed in the proportion of ; il by weight, ceirjent to sand with the same amounts of hydrated lime and approved additives or admixtures ased in the : scratch coal. !15~l 7U1,2" X 6" wood studs 16" on center. The exterior face has a layer of 5/8' Type X gypsum sheathing placed vertically with , ;6d box nails H" on center at joints aiKl 12" on center ebesvhere. An approved buiiding paper is next applied, followed by \ \ il" by No. 18 gage self furred exterior lath attached with 8d by 21/2" long galvanized roofing nails spaced 6'on center i (along each stad. Cement plaster consisting of a 54* scratch coat, a bonding agent and a W brown coaf and a finish coat is \ ithen applied. The scratch coat is wixed in the propoTtion of 1:3 by weight, cement to sand witfi 10 pounds of hydrated iiuie and 3 pi>uiids uf a.ppioved addidvcs 01 adiiiixluies pel sackof cciiiciit. Tlie biown coat is mixed in die piopoitioil of i \ 1:4 by weight, cement to sand with the 'ame amounts of hydrated lime and approved additive.* or admixtures used in the \ ', .scratch coat. The interior is covered with 3/8" gypsum lath with 1" hexagonal mesh of 0.035 inch (No.20 B.W. gage) \ woven wire lath furred! out 5/16" and 1" periite'or vermlculite gypsum plaster. Lath nailed with 11/8" by No. 13 gage by , '19/64;" head plasterboard glued nails spaced 5" on center. Mesh attached by 13/4;" by No. 12 gage by 3/8;' head nails \ with 3/8;" furrings, spaced 8" on center. The plaster mix shall not exceed ICX) pounds of gypsum to 21/2 cubic feet of i :a,gsregate. !|5 J gl,m^"x6"'woiLxl studs 16" on center. The exterior face has a layer of 5/8" type X gypsum sheathing placed vciticaliy wjthSd ; box nailii 8" on center at joints and 12" on center elsewhere. An approved building paper is next applied, followed by 1 |l/2" by No. 17 gage self-furred exterior lath attached with 8d by 2 1/2" long galvtinized roofing nails spaced 6" on center ^along each stud. Cement plaster consisting of a 1/2" scratch coat, and a l/2"brown coal is then applied. The pl3.ster may i be placed hy machine. The scratch coat is mixed in the proportion of lr4 by weight, plastic cement to snnd. The. brown coat is mix«i in the proportion of 1:5 by weight, plastic cement to sand.The interior is covereiJ with 3/8" gypsum lath with 1" hexagonal mesh of No. 20 gage woven wire lath furred out .5/16' and 1" pcriite or vemiiculite gypsum plaster. Lath nailed with 11/8" by .No. 13 gage by 19/64" head plaiiterboard glued nails spaced 5' on center. Mesh attached by 13/ bv 3/8" head nails with 3/8* furrincs. soaccd 8" on center. TlK Blaster mix shall nol excee4 100 pounds • nouil hour; hour 1 hour ii!th 1 i 4" by No. 12 ga^c by of gypsum to 2 1/2 cubic feet of aggregate ifS-i.'i 4 V s lo 1 )<• 1 1 II Is iir f I Ic f t 1 « t )1 t c •: ( t ! I I \ T 1 1 M I t p r L 1 '• • i h I 111! ) ll t ! cl tr \ rl u tu t Ml 1 r i i l^c I dS.y it) S 1 iM i L If 1 1/ I le u tj <<1 R tt i I sitl 1 1, 1 t tl ) I < 1 I I 11 I t 1 rt I' I rl I I I 1 1 It 111 t II 1 11 I « I f I M . spa t 1 S 1 1 s I 4 , It I t 1 I IS !0 It t 1 s( t I 1 ) «, 1 1 n 11 I Itt ! 1 kci.1 I r r lime plaster tefu>r siH'i^icc to Ix: It I 111 i > i|l t ^ I) 1 1 tr 1 lie 1-x.! L-lti I Mc k if r C 1 t r s 11 s stl 1 I f ( Kt I- I m 1 t M 1 il I ll ih )t s| I vp I II I CJ cc 1( u I t in % eiGFRCiOi ih iwo w -li 2''^' beyond IT till It 15-10 Sicil tic I I I n KrlKt I 1 1 tri b Ics t I t tl It J 1 1 lc p r U r I I c ( I <( s I UJ V I 1! I 14 ! ! tt Ui i lc I c nte s tc I tk« 1 t 1 It •< {4 t the iMenot. i!) (if tr Htnl f Id i n ill r \ I t itd 1 Nil ill - S il M IT-t ill ,>il II test r 1 }\\->t .\ L^vp.susii walboard". n ef Ibr t r i > I 1 i t i 's h 1. > 1 ml b r I 15-'lVl2<i _ ' 1.5-1,131 TS-lTu'* \ I I. U? S i lJ-1.1.1'' ' * I I Rl I 1 clip cKu I I i vt I i 1^ m ccnicr, C;ivily till nil. 1 1 t II I 1 I the txtci I r I 4 [ I m n!ilHio;ii'!l.4" J lilt t ( 11 I 1 r p od studs 31 ift^V IIH rl J h 1 ll I It lllf I cvt r 1 t • srud.>..: rc J ih I 1 Iri \ \ I > itii 1 with : t s ! vinis over 83/8 - 83/8 ;- 61/8 13-2.1' Nt 31 t t stcl lu 11 10 OII cnitr >r x-t ilic sttr I It t 111 ts w I h m mini n i hi "s / li thii 5 th on pi\ n ilh \'1 \U KJ ilitl i rtm ill 1 1 t \ \ t\ 1 \ I t s ll I 1 T |x "s ) n ilH screws u[ IZ iiiiccmer. I :^ecli(m i4lh.6 with a ininiimiin I lit icli J I IU 1 t! I 1 1 2t4 UA-eoO-2008 FIRE RESISTANCE DESIGN MANUAL 43 WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP1505 PROPRIETARY* GYPSUM WALLBOARD, STEEL STUDS layer Vi' proprietary type X gypsuin wallboafd applied at right angles so each side of JVi" steel studs 24" o.c. with 1" Type S drywall screws 12" o.o. Face layer ^/s" proprietary type X gypsum wallboard applied parallel to each side with vertical joints midway between studs. Face layer attached to bass layer oniy with 1 Vz* Type G drywall screws 12" o.c. at vettical joints and centsriine of face layer gypsum Ixjard. to Vs" diameter adhesive beads around Bie perimeter of fat^ boaid, 2" from each edge and end, and in the form of an X joining the corners of the perimeter beads, are optional. Joints staggered 24" each layer and side. Sound tested vwth adhesive attachnvent and 2V2" glass fiber insulation friction fit in stud space. (NL8) PROPRIETARY GYPSUM BOARD CertainTeed Gypsum Canada Ino. - Vi' ProRoc® Type C Gypsum Panels V»" ProRoc® Type X Gypsum Panels Georgia-Pacific Gypsum LLC - '/2" ToughRock® Fireguard C" Vs" ToughRock® Fireguard® 2 HOUR FIRE 55 to 59 STC SOUND Thickness: Approx. WeighL Fire Test: Sound Test; 43/*" lOpst ULC 75T208,11-20-75. ULC Design W404 PRC 70-18-2, 2-16-70 GAFILE NO. WP150$ PROPRIETARY* GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION Basa layer '/»" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of steel studs 24" o.c. with 1" Type S drywall screws 16" o.c, Face layer Vs* proprietary type X gypsum waRboard or gypsum veneer base applied at right angles to each side with 1W Type S drywall saews 16" o.c. at studs and 12" o.c. at top and bottom track Face layer horizontal joints offset not less than 12' from base layer horizontal joints. Mineral fiber insulation in stud cavity Horizontal joints on opposite sides need not be staggered or backed (NLB) 2 HOUR FIRE 55 to 59 STC SOUND PROPRrETARY GYPSUM BOARD CertainTeed Gypsum Inc. ProRoc® Type X Gypsum Panels TTiickness: 5" Approx. Weight; 8.25 psf Fire Test: UL R3660, 07NK2M28, 2-14-08 UL Design V419 5iounriTest: NGC 2006049, 1-.31-07 GA FILE NO. WP1510 GENERIC GYPSUM WALLBOARD. STEEL STUDS, GLASS FIBER INSULATION Base layer %" type X gypsum wallboard or gypsum veneer base applied parallel lo each side of 3V»" steel studs 24" o.c. with 1" Type S drywall screws 32" o.c. 2" glass fiber insolation, 0.9 pcf, stapled to one side in stud space. Face layer ^/s" type X gypsum wallboard or gypsum veneer base applied parallel to ONE SIDE with 1W Type S drywall screws 12" o.c. at edges and 24" o.c. at Intermediate studs. OPPOSITE SIDE: Second layer Vz" type X gypsum wailtxsard or gypsum veneer base applied parallel to studs with l^/s' Type S drywall screws 12" o.c. Face layer V*" or Vt" reoular gypsum wallboard tamir^ated parallel to studs with W daubs ot adhesive spaced 12" 0.0, each direction. Joints staggered 24" each layer and side. (NLB) 2 HOUR FIRE 55 to 59 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 6V<" - m»' Varies 11 psf UL R3660-1, 8-21-68, UL Design U403 RALTL69-118. 12-16-1 ^Contact the manufacturer for more detailed information on proprietary products. 28 GA-600-2009 FIRE RESISTANCE DESIGN MANUAL WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP1023 PROPRIETARY* GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION One layer '/s" proprietary type X gypsum wallboard applied at right angles to ONE SIDE of 3W steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical jtaints and 12" o.c. at intermediate studs. Studs attached to floor and ceiling runners with Type S pan head screws. 2V4" glass fiber insulation, 0.30 pd, friction fit in stud space, OPPOSITE SIDE: Baise layer Vz" proprietary type X gypsuin wallboard applied at right angles to studs with 1" Type S drywall screws 24" o.c. Face layer Vf proprietary type X gypsum wallboard applied at right angles to studs with 1W Type S diywall saews 8" O.C. at vertical joints and 12" o.c. at intermediate studs and wall perimeter. Face layer may include a 12" wide filler strip at midheight. Vertical joints staggered 24" each layer and side. Horizontal joints staggered 24" each layer and side, or minimum 12" when filler strip is used. (NLB) PROPRIETARY GYPSUM BOARD American Gypsum Company LLC - Vi" FireBloc® Type C Geiorgia-Pacific Gypsum LLC - Vz" ToughRock® Fireguard C" Temple-Inland - 1/2" TG-C 1 HOUR FIRE 50 to 54 STC SOUND Thickness: Approx. Weight: Fire Test; Sound Test: 5W 7 psf WHI-495-0614, 6-20-84; WHI-495-0615, 6-21-84; WHI-495-0620, 7-20-84 SeeWP 1021 (RALTL88-54, 2-17-88) GA FILE NO. WP1041 PROPRIETARY* GYPSUM WALLBOARD, FIBER-CEMENT BOARD. STEEL STUDS Base layer Vi' proprietary type X gypsum vi/atlboard applied parallel or at right angles to each side of 3W 3) gage steel studs 24" o.c. with 1" Type S-12 drywall screws 24" o.c. Face layer Vt" proprietary fiber-cement board applied parallel or at right angles to studs with 1W No. 8 ribtied bugle head screv^, 0.323" heads, 8" o.c. Joints offset 24" from base layer joints. Face layer joints taped and finished. .Joints staggered 24" on opposite skies. (NLB) 1 HOUR FIRE 50 to 54 STC SOUND CertainTeed Gypsum Inc. PROPRIETARY GYPSUM BOARD </2" ProRoc® Type C Gypsum Panels Thickness: Approx Weight: Fire Test: Sound Test: 5Vi!" 8 psf OPL 11710-105199, 8-3-99 ASLAS-TL1510, 8-11-99 OA FILENO. WP 1049 PROPRIETARY GYPSUM WALLBOARD, PROPRIETARY STEEL STUDS One layer '/«" proprietary type X gypsum wallboard applied parallel to each side of 3Va" pnaprietary steel studs 24" o.c. with PW Type S drywall screws 8" o.c. at vertical joints and wall perimeter and 12" o.c, at intermediate studs. Joints staggered 24" on each side and on opposite sides. Sound tested with horizontal resilient furring channels 24' o.c. and 3W glass fiber insulation friction fit in stud space. (NLB) HOUR FIRE 50 to 54 STC SOUND PROPRIETARY GYPSUM BOARD National Gypsum Company s/s" Gold Bond® Brand FIRE-SHIELt3® Gypsum Board Thickness: Approx. Weight Fire Test: Sound Test: 4%" (Fire) 5%" (Sound) 6 psf UL R3501, 06NK12955, 7-18-06, UL Design V450 RALTL05O80. 4-13-05 'Contact the manufacturer for more detailed information on proprietary products. GA-600-2009 FIRE RESISTANCE DESIGN MANUAL 37 WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1311 PROPRIETARY* SOLID GYPSUM WALLBOARD One layer V2" regular gypsum wallljoard or gypsum veneer base applied parallel to each side of 1" X 24" proprietary type X gypsum panels with laminating compound combed over the entire contact surface and tVn' Type S screws 24" o.c. horizontally and vertically 1" gypsum coreboard panels attached to 2S gage 1" x 2V4" high "L" runners along floor and ceiling lines wilh two 1 Vie" Type S screws ai top and l>ottom. Wallboard layers attached to "L" runners wiith 1''/s" Type S screws 12" o.c. Joints staggered 12" each layer and side. (NLB) 1 HOUR FIRE 35 to 39 STC SOUND Thickness: 2" PROPRIETARY GYPSUM BOARD National Gypsum Company r Goki Bond® Brand FIRE-SHIELD® Shaftliner Limiting Height; 11'0" Approx. WeighL 8 psf Fire Test; FM WP-671, 6-28-82 Sound Test: Based on NGC 2359, 11-18-69 GA FILE NO. WP 1330 GENERIC SEMI-SOLID GYPSUM WALLBOARD, GYPSUM STUDS One layer type X gypsum wrallboard or gypsum veneer base applied parallel to each side of 6" vinde gypsum sluds 24" o.c. with 1" Type G drywall screws 20" o.c. and with laminating compound. Gypsum studs fabricated from 2 or 3 layers of Vi' or W laminated gypsum panels. Fire tested with 1" thick gypsum studs. Sound tested with W thick gypsum studs. (NLB) 1 HOUR FIRE 35 to 39 STC SOUND Thickness; Limiting Height; Approx. Weight; Fire Test: Sound Test: Varies 12'0" 8 psf UL R2717-19,-21, 6-3-57, UL Design U510; U1.C Design W50? Based on G&H BW-8FT, 8-1-62 OA FILE NO. WP 1340 GENERIC GYPSUM WALLBOARD, STEEL STUDS One layer f/s" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 15/j" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. al edges and 12" o.c, at intermediate studs. Joints staggered 24" on opposite sides. (NLB) 1 HOUR FIRE 35 to 39 STC SOUND • Thickness; Approx. Weight; Fire Test; Sound Test: 2Vi' 6 psf OSUT-3296, 10-1-65 RALTL64-244. 5-8-64 *Contact the manufacturer for more detailed information on proprietary products. GA-600-2009 FIRE RESiSTANCE DESIGN MANUAL 53 WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1942 PROPRIETARY* GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION, CEMENT1TIOU8 BACKER UNITS Base layer W proprietary type X gypsum wallboard or gypsum sheathing applied parallel or at right angles to one side of 3 Vi' 20 gage steel studs 16" o.c. with 1" Type S drywall screws 12" o.c. Face layer ife" or %" proprietary cememtitious backer units applied parallel or at right angles to studs with 1W corrosion resistant Type S-12 wafer-head screws 8" o,o. 3* mtnerat fiber insulation, 3,0 pcf, friction fit In stud space. OPPOSITE SIDE; Base layer s/e" proprietary type X gypsum board or gypsum veneer base applied parallel or ai right angles to studs with 1" Type S drywall screws 16" o.c. Face layer W proprietary type X gypsum board or gypsum veneer base applied parallel or at right angles to studs with IVs" Type S drywall screws 16" o.c. Vertical joints staggered 16" each layer and side, horizontal joints staggered 12" each layer and side, (LOAD-BEARING) PROPRIETARY GYPSUM BOARD United States Gypsum Company - W SHEETROCK® Brand FIRECODE® Core Gypsum Panels 2 HOUR FIRE Thickness; S'/i" Approx, Weight: 10 psf Fire Teat: UL R12262, 98NK38523, 1-27-98 & 98NK4375, 1-26-96. UU Design U404 QA.F|LEmWP1943 PROPRIETARY* GYPSUM WALLBOARD. STEEL STUDS Base layer W proprietary type X gypsum wallboard applied parallel to each side of 3'/2" 25 gage steel studs 24" o,c, wilh 1W" Type S drywall screws 8" o.c. at vertical joints and wall perimeter and 12" o.o. at intermediate studs. Second layer %" proprietary type X gypsum walltward applied parallel to studs ONE SIDE ONLY with IW Type S drywall screws 12" o.c. Face layer %" proprietary type X gypsum wallboard applied parallel to studs ONE SIDE ONLY with IV*" Type S drywall screws 8" o.c, at vertical joints and wall perimeter and 12" o.c. at Intermediate studs. Vertical joints staggered 24" each layer and side. (NLB) 2 HOUR FIRE PROPRIETARY GYPSUM BOARD National Gypsum Company 5/5" Gold Bond® Brand FIRE-SHIELD® Qypsuiii Board Thickness; 6" Approx. Weight: 9 psf Ftre Test: UL R3501.03NK13365, 10-27-03, UL Design V449 GA FILE NO. WP1944 PROPRIETARY* GYPSUM PANEL PRODUCTS. STEEL STUDS Base layer V«" proprietary type X gypsum wallboard or gypsum panel products applied parallel to each side of 2'/j"' proprietary steel studs 24" o c. with 1" Type S drywall screws 12" o.c. at top and bottom track and 16" o.c, at studs. Face layer %" proprietary type X gypsum wallboard or gypsum panel products applied parallel to each side of studs with I'/s" Types drywall screws 12" o.c. at top and bottom mnnerand 16" o.c. at studs. Face layer joints offset 24" from base layer joints- Joints staggered 24" each layer and side. (NLB) PROPRIETARY GYPSUM PANEL PRODUCTS American Gypsum Compeny LLC ~ Ve" FireBloc® Type X Georgia-Pacific Gypsum LLC - W DensArmor Plus® Fireguard® Interior Guard Lafarge Morth America Inc. - ^h" Ftrecheck€l Type X Z HOUR FIRE Thickness: 5" Approx. Weight: 9 psf Fire Test: UL R14196. 07NK11544. 8-6-07, UL Design V450 'Cofifacf the manufacturer for more detailed information on proprietary products. 54 GA-600-2009 FIRE RESISTANCE DESIGN MANUAL WALLS ANO INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1945 PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL STUDS, RESILIENT CHANNELS Resilient chanrielb 18" o.c. allachBiJ al liglil aiigltss to ONE SIDE of Z^ti" prupiiKlary stetjl Studs 24" O.c. with Vz" Type S-12 panhead screws. Base layer s/s" proprietary type X gypsum wallboard or glass mat gypsum panels applied at right angles to channels with 1" Typo S drywall screws 12" o.c. at top and bottonn of tho wall and 16' o.c. in the field of the wall. Face layer W proprietarir type X gypsum wallboard or glass mat gypsum panels applied at right angles to channels with fs/r Type S drywall screws 12" o.c. at top and bottom of the wall and 16" o c in the field of the wall. Face layer joints offset 24" from base layer joints, OPPOSITE SIDE; Base layer s/e" proprietary type X gypsum wallboard or glass mat gyp3um panels applied parallel to studs with 1' Type S drywall screws 12" o.c. at top and bottom runners and 16" o.c. in the field of the wait. Face layer s/a" proprietary type X gypsum wallboard or gates mat gypsum panels applied parallel to sluds with 1W Type S drywall screws 12" o c. at top and t>ottom runners and 16" o.c in the field of the waill. Face layer joints offset 24" from base layer joints. Joinfs staggered 24" each layer and side. (NLB) PROPRIETARY GYPSUM PANEL PRODUCTS American Gypsum Company LLC - W" FireBtoc® Type X Georgia-Pacific Gypsum LLC - Vs" DensAmior Plus® Fireguard® Interior Guard 2 HOUR FIRE Thickness; Approx. Weight: Fire Test; 5'/a" 9 psf ULR14196, 07NK11544, 8-6-0/•, UL Design V450 GAFILE MO. WiP 194fi":!:^ PROPRIETARY* GYPSUM WALLBOARD. STEEL STUDS One layer W proprietary typo X gypsum wallboard oppliod parallel or at right angloa to ONE SIDE of 3i.tf', 25 gage steel studs 24" o.o. with T Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs when applied parallel to framing, or 8" o.c. at vertical joints and in the field when applied at right angles to framing. OPPOSITE SIDE; Base layer %" proprietary type X gypsum wallboard applied parallel or at right angles to studs with 1" Type S drywall screws 8" o.c, at vertical joints and 12' 0.0. at intermediate studs when applied parallel to freming, or 8" o.c. at vertical joints and In the fieW when applied at right angles to framing. Second layer s/s' proprietary type X gypsum wallboard applied parallel or at right angels to studs wiUi 1W Type S drywall screws 12" o.c. Face layer'/«" proprietary type X gypsum wallboard applied parallel or at right angels to studs with 23/8" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs when applied parallel to framing, or 8" o.c. at vertical joints and in the field when applied at right angles to framing. Horizontal joints staggered not less than 6" between layers. When gypsum panels are other then 48" wWe, panels are applied at right angles to the framing. Vertical joints staggered 24" each layer and side. (NLB) PROPRIETARY GYPSUM BOARD United States Gypsum Company - SHEETROCK® Brand FIRECODE® Core Gypsum Panels 2 HOUR FIRE Thickness: Apprax Weight: Fire Test: 6" 8 5 psf UL R1319, 01NK40260, 12-17-01; ULR1319,06NK16621, 0706-06; UL Design U408; ULC Design W451 GA FILE NO. WP 1947 PROPRIETARY* GYPSUM WALLBOARD. STRUCTURAL CEMENT PANELS. GLASS FIBER INSULATION, STEEL STUDS Base layer W proprietary structural cement panels applied at right angles to each side of 3V2". 20 gage steel studs 16" o.o. with #8 by I'/s" self-drilling wing screws 8" o.c. Face layer Ve" proprietary type X gypsum wallboard applied parallel or at right angles to each side with #6 by 2" Type S-12 drywall screws 8" o.c. Face layer horizontal joints offset 2" from base layer joints. Glass fiber insulatton, 31/2" thick, friction fit in stud space, (LOAD- BEARING) ALTERNATE INSTALLATION; Two layers of proprietary stnjctural cement panels applied at the top of the wall with the base layer a minimum of 12" wide and the face layer a minimum of 10" wide. Remainder of the feoe layer is 'It" proprietary type X gypsum walltmard applied as described abi3ve. Glass fiber insulation as described above. (LOAD-BEARING) PROPRIETARY GYPSUM BOARD United States Gypsum Company - Ve" SHEETROCK® Brand FIRECODE® Core Gypsum Panels 2 HOUR FIRE Thickness; Approx. Weight: Fire Test: 6V4" 10.5 psf UL R25352, 07CA23480, 8-27-07, Ul Design V465 'Contact the manufacturer for more detailed information on propnetary products. E TSr JE R_ C3r Y CODE vv/ O JR. JKL S JUN 2 7 2014 Energy Code Works^ Inc. 4; Project: Korean Christian Reform Church of Orange Coiinty 14381 Magnolia St., Westminster, Ca. 2600 Michelson Drive, Suite 1700 Irvine, Ca. 92612 CEPE Certified Energy Plans Examiners www.enerqycode.com plansPenerqycode.com CHEERS Certified HERS Raters/HERS-PV Raters €oIII pi i a 11 €c S u rr? ia r\^ Project: Korean Christian Reform Church of Orange County 14381 Magnolia St. Westminister, Ca. Building Shell: Walls: R-13 batt insulation Ceiling/roof: R-30 rigid insulation Windows: Dual pane/metal framing/no tint Glass doors; same as windows Interior lighting: Allowable lighting watts: 1,484 Installed lighting watts: 1,484 complies Outdoor fagade lighting: Allowable watts: 64 watts Installed lighting watts: 64 watts complies HVAC: Split Heat Pumps: Minimum heating effic: 8.7 HSPF Minimum cooling effic: 13.200 SEER What you need to do: Sign the building designer statement on the Certificate of Compliance where indicated. Submit (2) copies of this report. Place the Certificates of Compliance (PERF-1, ENV-MM, LTG-MM, MECH-MM, OLTG-1) on the plans using tiff files inserted into the CAD drawing files. BUILDING ENERGY ANALYSIS REPORT PROJECT: Korean Christian Reform Church of Orange County 14381 Magnolia St. Westminster, Ca Project Designer: Timeless Architecture Inc. 9391 Irvine Center Drive Suite 140 Irvine, Ca 92618 (949) 831-8110 Report Prepared by: Mark Madison ENERGY CODE WORKS 2600 Michelson Drive #1700 Irvine, Ca 92612 (949) 240-1867 I; IM E JR. C3 Y CODE Vv^ O R. !<.. ^ www. energyrxiae-corn Job Number: 206250 Date: 6/6/2014 The EnergyPro computer program has been used to perforin the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use wilh both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. ' EnergyPro si by EnergySofl' User Number 1562 "RunCode: 2014-06-06707:24:03 ' /O.'"206250 ' TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 21 Form LTG-MM Lighting Mandatory Measures 22 Form OLTG-1-C Certificate of Compliance 23 Form 0LTG-2-C Lighting Compliance Summary 27 Form MECH-MM Mechanical Mandatory Measures 28 HVAC System Heating and Cooling Loads Summary 29 EnergyPro 5.1 by EnergySoft Job Number: ID: 206250 User Number: 1562 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1 C Project Name Date Korean Christian Reform Church of Orange County 6/6/2014 Project Address Climate Zone Total Cond. Floor Aroa | Addition Floor Area 14381 Magnolia St. Westminster CA Climate Zone 06 2,489 j 2,489 GENERAL iNFORMATION Building Type: E) Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Relocatable - indicate • specific ciimate zone • all climates Phase of Construction; • New Construction a Addition • Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and complete if' 1 ^= Documentation Author Name y^farfc Mad/son Signature Company ENERGY CODE WORKS Date c/c;' 6/mou Address 2600 Michelson Drive #1700 Phone (949) 240-1867 City/State/Zip 926^2 NR08-07-3578 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one; ENV. LTG. MECH. • • • O • • o • • I hereby affirm that I am eligible under fhe provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by seclion 5537.2 or 6737.3 to sign (his document as the person responsible for its preparation; and lhat I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name Siqnaiuro Company Timeless Architecture Inc. Address 939? In/ine Center Drive Suile 140 City/State/Zip ^^^^^ ^2618 Phone (949) 831-8110 Principal Mechanical Designer Name Sigrsaiure r6hih' Company Timeless Architecture Inc. Address 939? /rv;ne Center Drive Suite 140 City/Stale/Zip 926JS Principal Lighting Designer Name bionalure Company Titleless Architecture Inc. Address 9397 In/ine Center Drive Suite 140 City/State/Zip i^ine, Ca 92618 Phone (949; 831-8110 INSTRUCTIONS TO APPLICANT COMPLIANCE & V.'ORKSHFETS (check box if worksheets are included) £3 ENV-10 Coniticate of Compsiance, Required on olans. (3 LT<3~1C Geriificaie of Co'TiD^iancc. Rcqiiired on pi.ans. • LTG-2C Lighi.ing Con'.rcis Credit Worksncct, • LTG-3C Indoor Lighting Powei Aliowance. 12 MECH'IC Gorlifjcate of Gompiiance. Required on plans, 0 MECH-2C AirjWaler Siae/Servico Ho( Water & Pool Requirement: 0 MECH-30 Mechanical Voniilalion and Rchoat, H MECH-5C Mechanicai Equipmonl Details, EnergyPro 5,1 by EnergySoft User Nun-ibor' 1562 RunCode: 2014-06-06707:24:03 10: 206250 Page 3 of 31 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1C Project Name Korean Clvistian Reform Church of Orange County Date 6/6/2014 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sgft-yr) Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process Process Lighting TOTALS Percent Isetter than Standard Standard Design 2 22 703-50 89,95 0-00 aoo 46.66 84.04 64.43 0.00 0.00 390,80 Proposed Design 0.54 703,89 87.06 0.00 0.00 46.66 47.75 64.43 0.00 0,00 344.32 11.9 % Compliance Margin 1.6S -0,39 2.89 0.00 0.00 0.00 42.29 0,00 0,00 0,00 46.47 Heating | Cooling g Fans Heat Rej Pumps DHW Lighting ^ Receptacle ] Process \ Process Ltg ! 7 7,9 % excluding process) BUILDING COMPLfES GENERAL INFORMATION Building Orientation (E) 90 deg Conditioned Floor Area 2,489 sqft. Number of Stories 1 Unconditioned Floor Area 0 sqft. Number of Systems 3 Conditioned Footprint Area 2,489 sqft. Number of Zones 3 Natural Gas Available On Site yes Onentation Gross Area Glazing Area Glazing Ratio Front Elevation 360 sqft. 47 sqft. 77.4 % Left Elevation (S) 0 sqft. 0 sqft. OO % Rear Elevation (W) 400 sqft. 27 sqft. 5.3% Right Elevation (N) 7,070 sqft. 276 sqft. 20.2% Total 7,830 sqft. 278 sqft. 15.2 % Roof 2,489 sqft. 0 sqft. 0.0 % Standard Prescriptive Lighting Power Density Prescriptive Envelope TDV Energy 7.200 58,644 W/sqft. Proposed 0.596 63.899 Prescriptive Values for W/sqft. Comparison only. See LTG-1 C for allowed LPD. Remarks: EnerriyPro 5.1 by EnorgySaft User Namt)ei: RunCode: 201.1-06-06107:24:03 ID: 206250 Pane 4 of 31 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)' Ctrl. Credits (W/sf)^ Allowed LPD Proc. Loads (W.'sf) System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)' Ctrl. Credits (W/sf)^ Area (W/sf)^ Tailored (W/sf)" Proc. Loads (W.'sf) HP-1 (Classroom «106) Classroom #706 Classroom, Lecture, Trainim 525 0.960 HP-2 (Classrooms U105) Classroom #705 Classroom, Lecture, Trainini 860 0.586 HP-3 (Classrooms #101, 70; Classroom #101, 103, 104 Classroom. Lecture, Training 1,104 0.431 Notes: 1. See LTG-IC (items marked with a.'^terisk. see LTG-1-C by qltiers) 2. See LTG-2C 3. See LTG-30 (by others) 4. See LTG-4C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local tinforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Starrrp EnergyPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 5 of 31 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 Project Address 14381 Magnolia St. Westminster Climate Zone Total Cond. Floor Area 2,489 Addition Floor Area 2,489 GENERAL INFORMATION Building Type: 12 Nonresidential • High-Rise Residential • Holel/Molel Guest Room O Schools (Public School) • Relocatable Public School Bldg. Ga Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checlced include the ENV-4C wilh submittal) Phase of Construction: • New Construction Ea Addition • Alteration Approach of Compliance: • Component 0 Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type £ TO ffl 4.. <t Orientation U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass 1 Wall 300 (W) 0.102 R-13 4.31-A3 New • • 2 Wall 173 (N) 0.102 R-13 4.31-A3 New • • 3 Slab 525 (N) 0.73C None 4.4.7-A1 New • • 4 Roof 525 m 0.035 Filled 4.2.2-A46 New • • 5 Wall 79 m 0102 R-13 4.3.1-A3 New • • 6 Wall 318 (N) 0.102 R-13 4.3.1-A3 New • • 7 Roof 860 (N) 0.03S Filled 4.2.2-A46 Wevv • • 8 Slab 860 (N) 0.73C None 4.4.7-A1 New • o 9 Wall 319 m O107 R-13 4.3.1-A3 New • • 10 Wall 363 (N) 0.-?02 R-13 4.3.1-A3 New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correcl. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type ta < Orientation N, E, S,W Max U-Factor U-Factor Source Max (R}SHGC SHGC Source Overhang Conditions Status Pass '5 1 Window 174 (N) 0.710 Default O.730 Default • New • • 2 Window 21 (W) 0.770 Default 0.700 Default • New • • 3 Window 41 (E) 0.710 Default 0.730 Default • New • • 4 Window 42 (N) 0.770 Default 0.700 Default • New • • • • • • • • D • • • • • • O • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correcl. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 6 of 31 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Korean Christian Reform Church of Orange County Dato 6/6/2014 Project Address 14381 /Wagno//a Sf. Westminster Climate Zone i otal Cond. Floor Area 2,489 Addition Floor Aroa 2.489 GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: • N£;w Construction ca Addition • Aiteration Approach ol Compliance: O Component ta Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Taq.'ID Assembly Type •2 5 o IS a. ffl ra "T cr o ffl 3 X ns UJ > O B t >< 3 UJ 11. tt .2 ffl ffl = •p (0 = u. .5 *; ffl S a, o a. -} < 11 \Roof 1,104 (N) 0.039 Filled 4.2.2-A46 New a 12 i Slab 1.104 (N) 0.730 None 4.4.7-A1 New a • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96, 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') 1 1 Orientation Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass '(0 u. • • O • • • O • • • O • O • • • • • O • • O • • • O • O • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number' 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 7 of 31 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-1C Proiect Name Korean Christian Reform Church of Orange County Date 6/6/2014 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fair N/A • Roofing compliance not required in Climate Zones 1 andl6 with a Low-Sloped. 2:12 pitch or less. • • • • Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less than 5 Ib/ft^ Greater than 2:12 pitch. • • • p. Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U-faclor of 0.039 or lower. See Opaque Surface Details roof assembly. Column H of ENV-2C. • • • p. Low-sloped Melal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below. Column H of ENV-2C. • • • p. The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerqY.ca.aov/tiile24/ • • • ™ Roof constructions that have thermal mass over the roof membrane with a weight of af least 25 lb/ft are exempt from the Cool Roof criteria below. • • • High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are ^ exempted from the low-sloped roofing criteria. • • • 1. If Fail then describe on Ihis page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope < 2:12 >2;12 Product Weight < 5ib/ft' a 5ib/fl' Product Type' Aged Solar Reflectance' Thermal Emmitance SRI^ Pass Fail* • • • i • • • • • • i • • • • • • • • • • • • • • o • • • n' • • o • • • • • 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolrools.orQ/products/search.php 2. Indicate the type of product is being used for the roof top, i.e. single-ply rool, asphalt roof, metal rool, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0./{pinisa! - 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator al htiD://www.enerav.ca.Qov/liile24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correcl. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: • Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating O Other Discrepancies: EnergyPro 5.1 by Er}ergySgft y.seL Nurnber. 1562 RunCode: 2014-06-06707:24:03 ID:206250 Page 8 of 31 CERTIFICATE OF COMPLIANCE (Part 3 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV-1C Projecf Name Korean Christian Reform Chuich of Orange County Date 6/6/2014 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is tfie acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section wil! allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requiring Testing or Verification Area of like Products Building Envelope Acceptance Test Fixed Window 216 0 Glass Door 63 13 • • • • • • O O • • • • • • • • • • • • • O • • ErisryyPio 5 1 by EnergySoft User (dumber: 1562 RunCode: 2014-06.06707:24:03 ID: 206250 Page 9 of 31 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1 C Project Name Dale Korean Christian Reform Church of Orange County 6/6/2014 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST (Retain a copy and verify form is completed and signed.) Field Inspector • Certificate of Acceptance, LTG-2A and LTG-3A (Retain a copy and verify form is completed and signed.) Field Inspector • A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Liqhtinq Schedule is only for: 0 CONDITIONED SPACE • UNCONDITIONED SPACE The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the 0 calculation of actual indoor lighting power density in accordance wilh Ihe Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) Installed Watts A B C D E F G H None or Item Tag Complete Luminaire Description' (i.e, 3 lamp fluorescent Iroffer, F32 r8, one dimmable electronic ballasts) Watts per Luminaire' How wattage Was determined Number of Luminaires Field Inspector^ None or Item Tag Complete Luminaire Description' (i.e, 3 lamp fluorescent Iroffer, F32 r8, one dimmable electronic ballasts) Watts per Luminaire' CEC Default From NAS According To §130 (d ore) Number of Luminaires Installed Watts (D X F) (A <a a. Li- A A Fixture (2x4 Fluor 2 lamp) 56,0 B • rs 1,008 • • B B Fixture (2x4 Fluor 2 lamp) 56.0 Ea • 8 448 • • C C Fixture (28w CF) 28,0 • 1 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • o • • Installed Watts Page Total: 1,484 Building total number of pages: Installed Watts Building Total (Sum of all pages) 1.484 Building total number of pages: Enter into LTG-IC Paqe 4 of 4 1.484 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. If Fail then describe on Page 2 ol the Inspection Checklist Form and lake appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Nunwer: 1562 RunCode: 2014-06-06707:24:03 ID-206250 Pago10of31 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name Korean Christian Reform Church of Orange County Date 6/6/20/4 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill il) controls for ail spaces: a) area controls, b) multi-ievei controls, c) manual daylighting controls for daylit areas > 250 ft', automatic daylighting controls for daylit areas > 2,500 ff', d) shut-off controls, e) display lighting controls, f) tailored lighting controls •- general lighting controlled separatejy from display, ornarnenlal and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft", in accordance with Section 131. MANDATORY LIGHTING CONTROLS - FIELD INSPECTION ENERGY CHECKLIST Field inspector Type/ Description Number of Units Location in Buildinq Special Features Pass Fail Auto time switch w/2 hour override 1 Storage Room • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-1 C) The local enlorcement agency should pay special attention lo the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Field inspector's Notes or Discrepancies: EnergyPro 5.1 l.'y EnergySoft User Number: 1.562 RunCode: 2014-06-06707:24:03 ID: 206250 Paqe 11 of 31 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1C Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting (from Conditioned LTG-1C, Page 2) 1.484 0 Installed Lighting (from Unconditioned LTG-IC, Page 2) 0 Lighting Control Credit Conditioned Spaces (from LTG-2C) 1.484 0 Lighting Controi Credit Unconditioned Spaces (from LTG-2C) 0 Adjusted Installed _ Lighting Power 1.484 Adjusted Installed - Lighting Power 0 Complies if Installed ^ Allowed J Complies if Installed S Allowed Allowed Lighting Power Conditioned Spaces (from LTG-3C or PERF-1) 1.484 Allowed Lighting Power Unconditioned Spaces (from LTG-3C) 0 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A and LTG-3A. The designer is required to check the acceptance tests and list all control devices serving the buiiding or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party lo budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space'shall be certified as meeting the Acceptance Requirements. The LTG-2A and LTG-3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG-2A and LTG-3A for each different lighting luminaire conlrol(s) must be provided to the owner ofthe building for their records. Luminaires Controlled LTG-2A and LTG-3A Equipment Requiring Testing Description Number of Luminaires controlled Location Controls and Sensors and Automatic Daylighting Controls Acceptance Auto I'ime switch w/2 lour override Aii • • • • • • • • • • • • • • • • EnergyPro 5 1 by EnergySaf, User Number 1562 RunCode: 2014-06-06707:24:03 ID'206250 Patjn 12 of 31 CERTIFICATE OF COMPUANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Korean Christian Reform Church of Orange County Date 6/6/20)4 Project Address 14381 Magnolia St. Westminster Climate Zone Total Cond. Floor Area 2,489 Addition Floor Area 2,489 GENERAL INFORMATION Building Type: ta Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) O Relocatable Public School Bldg. Si Conditioned Spaces f-. Unconditioned Spaces ^ (affidavit) Phase of Construction: • New Construction 13 Addition • Alteration Approach of Compliance: • Component P- Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Hem or System Tags (i.e. AC-1, RTU-1, HP-1) HP-1 (Classroom #106) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity^ 36,000 Btu/hr • • Minimum Heating Efficiency' 8.70 HSPF • • Max Allowed Cooling Capacity' 36,000 Btu/hr • • Cooling Efficiency' 13.2 SEER/W.O EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/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 CHECKLIST Equipment^ Inspection Criteria Pass Fail ~ Describe Reason^ Hem or System Tags (i.e. AC-1, RTU-1, HP-1) HP-2 (Classrooms m 05) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 47,500 Btu/hr • • Minimum Heating Efficiency' 8.70 HSPF • • Max Allowed Cooling Capacity' 48,000 Btu/hr • • Cooling Efficiency' 13.2 SEER/10.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/4.2 • • When duct testing is required, submit IV1ECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. It tho Actual installed equipment performance cfticioncy and capacity is less tfian the Proposed (Irom tho energy compliance submlltai or trom the building plans) the responsible party shal' resubmit energy compliance to include iho new changes. 2. For acditional detailed discrepancy use Page 2 of the fnsooction Checklist Form. Compliance fails if a Fail box is checked. 3. Indicalc Eqiiipmeni Type; Gas (Pkg or, Sptilj, VAV, HP (Pkg orspSIl), Hydronic. PTAC, or Other. EnergyPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page < 3 of 3 / CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 Project Address 14381 Magnolia St. Westminster Climate Zone Total Cond. Floor Area 2,489 Addition Floor Area 2,489 GENERAL INFORMATION Building Type: B Nonresidential O High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 0 Conditioned Spaces p. Unconditioned Spaces (affidavit) Phase of Construction: O New Construction • Addition • Alteration Approach of Compliance: • Componeni |-. Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Critena or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) HP-3 (Classrooms ftl01, 103, 104, • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 47.500 Btu/hr • • Minimum Heating Efficiency' 8.70 HSPF • • Max Allowed Cooling Capacity' 48,000 Btu/hr • • Cooling Efficiency' 13.2 SEER/W.O EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/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 CHECKLIST Equipment^ Inspection Criteria Pass Fail - 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 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 Ihe new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails il a Fail box is checked. 3. Indicate Equipment Type; Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneryyPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID 206250 '4 of 31 CERTIFICATE OF COMPUANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) MECH-1 C Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 Discrepancies: EnergyPro 5 1 by Er}ergYSof! User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 ISofS! CERTiFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by ali acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a lest, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance; Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the buiiding can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A («1ECH-4A MECH-5A tVIECH-6A IV1ECH-7A MECH-8A IV1ECH-9A MECH-10A MECH-11A Equipment Requirinq Testing or Verification Qty. Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary 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 Shed Control HP-1 (Carrier 25HC83-36-5) 1 • 0 • • • • • • • • HP-2 (Carrier 25HCB3-48-5) 1 • £3 • • • • • • • • HP-3 (Carrier 25HCB3-48-5) 1 • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnerqvPio 5.1 by EneraySoft User Number: 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Paqe 16 of 31 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1 C Project Name ^^^^ Korean Christian Reform Church of Orange County 6/6/2014 TEST DESCRiPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requirinq Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Test Performed By: HP-1 (Carrier 25HCB3-36-5) 1 • • • • Installing sub-contractor HP-2 (Carrier 25HCB3-48-5) 1 • • • • HP-3 (Carrier 25HCB3-48-5) 1 • • • • • • • • • • o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • J • • FneravPro 5.1 by EneraySoft User Number: 1562 RunCode: 2014-06-06707:24:03 10:206250 Page 17 of 31 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Korean Christian Reform Church of Orange County 6/6/2014 Item or System Tags (i.o. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc..) Item or System Tags (i.o. AC-1, RTU-1, HP-1) HP-1 (Classroom 11106) \ HP-2 (Classrooms #105) P-3 (Classrooms tfi01, 103, 10 Number of Systems 1 1 MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value indicate Paqe Reference on Plans or Schedule and indicate the applicable exception{s) MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value T-24 Sections MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 112(a) 8.70 HSPF 8 70 HSPF 8.70 HSPF MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 112(a) 13.2 SEER/10.0 EER 13.2 SEER710.OEER 13.2 SEER/10 0 EER MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 121(b) Yes Yes Yes MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 121(b) 200 cfm 327 cfm 419 cfm MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 121(c) No No No MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 121(c) No No No MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 122(q) n/a n/a n/a MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 123 MANDATORY MEASURES Healing Equipment Efficiency Cooling Equipment Efficiency HVAC Heal Pump Thermostat Furnace Controls/Ttiermostat 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 Location/ R-value 124 Attic, Ceiling Ins, vented 74.2 Attic, Ceiling Ins, vented/4.2 Attic. Ceiling Ins. vented74.2 PRESCRIPTIVE MEASURES Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a S b) n/a n/a n/a Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 26,896 Btu/hr 35,487 Btu/hr 35,487 Btu/hr Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) n/a n/a n/a Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 30,063 Btu/hr 40,678 Btu/hr 40,762 Btu/hr Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Votume Constant Volume Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144{t) Constant Temp Constant Temp Constant Temp Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Healing 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 Dud Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Healing 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 Dud 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 heal pumps. If electric heat is used explain which exception{s) to § 144(g) apply. EnergyPro 5.1 by EnergySoft Us&r Number 1562 RunCode: 2014-06-06707:24:03 ID. 206250 Page 18 of 31 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Korean Christian Reform Church of Orange County Date 6/6/2 014 MECHANICAL VENTILATION (§121{b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft') CFM per ft' 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 Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air Classroom #f 06 525 0.38 200 13.3 15.0 200 200 200 HP-1 (Classroom #106) Total 200 200 Classroom #105 860 0.38 327 21.8 15.0 327 327 327 HP-2 (Classrooms #105) Total 327 327 Classroom #101, 103, 104 1,104 0.38 420 27.9 15.0 419 420 419 HP-3 (Classrooms #101. 103, ?0< Total 420 419 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, 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 lixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the desiqn zone outdoor airflow rate per §121. K Condition area (ft^) x 0.4 CFM / ft^ or L Maximum of Columns H, J, K. or 300 CFM M This musl be less than or equal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5 1 hy EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 19 of 31 MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-5C Project Name j Korean Christian Reform Church of Orange County 1 6/6/2014 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Qty. Efficiency Tons Qty. GPM BHP Pump Control DHW / BOILER SUMMARY System Name Type Distribution Qty, Rated Input Vol. (Gals). Energy Factor or RE Standby Loss or Pilot Tank Ext. R-Value Status MULTI-FAMILY CENTRAL . WATER HEATING DETAILS Hot Water Pumo Hot Water Piping Length (ft) Control Qty. HP Type In Plenum Outside Buried Add Vt" Insulation • • • CENTRAL SYSTEM RATINGS HEATING COOUNG System Name Type Qty. Output Aux. kW Efficiency Output Efficiency Status HP-1 (Carrier 25HCB3-36-5) Split DX 1 36,000 0.0 8.70 HSPF 36,000 13.2 SEER/10.0 EER New HP-2 (Carrier 25HCB3-48-5) Split DX 1 47,500 0,0 8.70 HSPF 48,000 13.2 SEER/10.0 EER New HP-3 (Carrier 25HCB3-48-5) Split DX 1 47,500 0.0 8,70 HSPF 48,000 13 2 SEER/10.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETUR H FAN System Name Fan Type Economizer Type CFM BHP CFM BHP HP-1 (Carrier 25HCB3-36-5) Constant Volume Wo Economizer r,200 0.50 none HP-2 (Carrier 25HCB3-48-5) Constant Volume No Economizer t,600 7.00 none HP-3 (Carrier 25HCB3-48-5) Constant Volume No Economizer r,600 r.oo none EnergyPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06T07.24:03 iD: 206250 Page 20 of 31 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name j Date Korean Christian Reform Church of Orange County | 6/6/2014 DESCRIPTION Building Envelope Measures: §118(a)- Installed insulating material shall have been certified by Ihe manufacturer to comply whh the California Qualily ^ ^ Standards for insulating material, Title 20 Chapter 4, Article 3. , All Insulating l^^aterials shall be installed in compliance with the flame spread rating and smoke density requirements of ^ ^ '• Sections 2602 and 707 of Tille 24, Part 2, §118(f)' opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value ^ of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building thai are observable sources of air leakage shall be caulked, gasketed, weatherstnpped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.^ of §116(a) 1: window area, 0.3 c1m/ft.^ of door area for residential doors, 0.3 cfm/ft.^ of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.^ for nonresidential double doors (swinging). §116(a) 2: Fenestration U-factor shall be rated in accordance wilh NFRC 100, or the appiicable default U-faclor. §116(a)3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC. §116(b); Sile Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). EnergyPro 5 1 by EnergySoft User Number 1562 RurrCode: 2014-06-06707:24:03 ID' 206250 Page 21 of 31 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG-MM Project Name j Date Korean Christian Reform Church of Orange County \ 6/6/2014 Indoor Lighting Measures: §131(d): Shut-off Controls For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. 1. This automatic control shall meet the requirements of Seclion 119 and may be an occupancy sensor, automatic time switch, or other device capable ol automatically shutting off the lighting. Ovenide for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is nol to exceed 5,000 square feet. 5119(hV ^^^^'^^^'^ Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall ^ ^ '• be certified and installed as directed by the manufacturer. g.| .J ^. Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the ^ • Directory. All installed fixtures shall be certified. §131 (a): Individual Room/Area Conirols: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor-to-ceiling walls. Unitorm Reduction for Individual Rooms; All rooms and areas greater than 100 square feel and more than 0.8 watts §131 (b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for §131( )• "^^ effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; ^ ^ '• or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram ot shading during different times of the year is included on plans. §131(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less.6. Outdoor Lighting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets without permanently installed ballasts §132(aV P^™3'^s"1'y installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens ^ '' per Walt or are controlled by a motion sensor. §132(b): All Luminaires with lamps rated greater than 175 Walts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements, §132{c)1: All permanently installed outdoor lighting meets the control requirements listed. , Building tacades, parking lots, garages, canopies, and outdoor sales areas meet the Multi-Level Lighting Requirements ^^•^'^^^i- listed. EnorgyPro 5 1 by EnergySoU User Numbur 1562 RunCode: 2014-06-06707:24:03 iD: 206250 Page 22 of 3 CERTIFICATE OF COMPLIANCE (PanT of 4) OLTG-1 C Project Name Korean Christian Reform Church of Orange County Project Address •7438^ Magnolia St., Westminster, Ca Dato 6/6/2014 Total lllumifiated Area 1,200 GENERAL INFORMATION Phase of Construction: • New Construction El Addition • Alteration Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name Mark f/ladison Signature Company Date ENERGY CODE WORKS 6/6/2014 Address 2600 Michelson Drive #1700 CEA# CEPE # NR08-07-3578 City/State/Zip Phone Irvine. Ca 92612 (949) 240-1867 Principal Lighting Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the informaiion provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. ^ Name Company Timeless Architecture Inc. (949) 831-8110 / Address License # 939? In/ine Center Drive Suite 140 City/State/Zip Date In/ine, Ca 92618 Principal Lighting Designer's Declaration 0 I certify that this Certificate of Compliance documentation is accurate and complete, and accounts for all outdoor lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site, and that Additional Lighting Power Allowances tor Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards. Outdoor Lighting Mandatory Measures Indicate location on building plans of Mandatory Measures Note Block:. LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheets is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms; please refer to the Nonresidential Manual published by the California Energy Commission. 13 OLTG-1 C Certificate of Compliance. All 4 pages required on plans for all submittals. • 0LTG-2C (Pages 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or Ornamental Lighting. Optional on plans. ____^____________________________________ 13 0LTG-2G (Pages 2 of 3) Lighting Wattage Allowance lor Per Application or Per Area. Optional on plans. • 0LTG-2C (Pages 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans. £ner:jyf^ro 5.1 by Soft User Number. 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 23 of 31 CERTIFICATE OF COMPLIANCE (Part 2 of 4) OLTG-1 C reject Name Korean Chnstian Reform Church of Orange County Date 6/6/2014 COMPLIANCE FIXTURE / LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG-1 INST (Retain a copy and verify form is compieied and signed.) Field Inspection • CERTIFiCATE OF ACCEPTANCE, 0LTG-2A (Retain a copy and verify form is compielod and signed.) Field Inspection • Luminaire Schedule Installed Watts A B C D E F G H i 1 cn How wattage was determined Field Inspector^ Name or Item Tag Luminaire Description' See footnote below (i.e.: 1 lamp pole-top shoe-box 400 watt metal halide) Cutoff Designation Watts per j Luminaire special Featur Default from NA-8 According to §130 (DorE) Number of Luminaires Installed Watts (DXG) Pass 'co D D Fixture (32w CF) 32.0 • 0 • 2 64 • • • • o • • • • • • • • • • • • O • • • • • • • \ • • • • • i • • • • • • • • • • • • Enter total Into 0LTG-1C; Page 4 of 4: Row H; Total Installed Watts: 64 1. Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non-incandescent luminaires, indicate nominal lamp wattage and lamp type (i.e.: fluorescent, incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire wattage listed in column D shall be the maximum relamping rated wattage on a permanent factory-installed label on the luminaire, NOT the wattage of the lamp (bulb) used, in accordance with Seclion 130(d or e). 2. If Fail then describe on Page 2 ot the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EXEMPT LUMINAIRES Field Inspection • Name or Symbol Description of exempt luminaires in accordance with §147 MANDATORY CONTROLS Field Inspection • Description Location # Description Location SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of OLTG-1 C) The local enforcement agency sfiould pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that othenvise complies based on the adequacy of the special justification and documentation submitted. Filed Inspector Notes or Discrepancies: EnergyPro 5 1 hy EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 24 of 31 CERTIFICATE OF COMPLIANCE (Part 3 of 4) 0LTG>1C Project Name Korean Christian Reform Church of Orange County Dato 6/6/2014 A. OUTDOOR LIGHTING ZONE OUTDOOR UGHTING ZONE: • OLZ 1 • OLZ 2 • OLZ 3 • OLZ 4 Is the Outdoor Lighting Zone: El Default in accordance wilh §10-114, or • Amended by JHA Complete the informaiion below if the default Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): O The sile is a government designated park, recreational area, wildlife preserve, or portion thereof, and has been designated as LZ2 or LZ3, in accordance with Table 10-114-A, because the site is contained within such a zone. ^ The local jurisdiction having authority has officially adopted a change to the Stale Default Lighting Zone and has notified the Energy Commission by providing the materials required in §10-114(d) lo the Executive Director. • The adopted change is posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147-C used? • Yes E3 No Complete the information below if additional lighting power allowances for ordinance requirements are used: • The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that allowed for formal public notification, review, and comment about the proposed change. • The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials required §10-114(f) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance lest for the Lighting system, 0LTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number oi systems. The NA7 Seclion in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this seclion will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The 0LTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §l0-103{b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy ol the 0LTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled 0LTG-2A' Equipment Requiring Testing Description Qty. of Like Controls Location Outdoor Lighting Acceptance Tests 1. Insert: CMS tor Outdoor Motion Sensor; OLSC for Outdoor Lighting Shutoff Controls; OP for Outdoor Photocontrol; ATS for Astronomical Time Switch: and. STS for Standard (non-astronomical) Time Switch acceptance. EnergyPro 5.1 by EnergySoft User Numtjer. 1562 RunCode: 2014-06-06707:24:03 ID:206250 Page 25 of 31 CERTIFICATE OF COMPLIANCE (Part 4 Of 4) OLTG-1 C PfOjOCi Namo Korean Chnstian Reform Church of Orange County Date 6/6/2014 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lighting power allowance for general hardscape (from OLTG-2C Page 1 of 3) Specific application lighting wattage allowance per unit length (from OLTG-2C Page 1 of 3) Specific application lighting wattage allowance for ornamental lighting (from 0LTG-2C Page 1 of 3) Specific application lighting wattage allowance per application (from 0LTG-2C Page 2 of 3) Specific application lighting wattage allowance per area (from 0LTG-2C Page 2 of 3) 64 Specific application lighting wattage allowance for ordinance requirements (from 0LTG-2C Page 3 of 3) Total Allowed Wattage = Sum of rows A through F: 64 Totai installed watts (from Compliance Fixture Schedule, (from 0LTG-2G Page 1 of 3) 64 Complies if wattage in row H is less than or equal to the wattages in row G Cl Yes • No tp.ergypfu 5 1 by BnetgySotl User Number 1562 RunCode: 2014-06-06707:24:03 iO' 206250 Paae 26 of 31 OUTDOOR LIGHTING WORKSHEET (Part 2 of 3) 0LTG-2C Project Name I Oate Korean Christian Reform Church of Orange County I 6/6/2014 D. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION DETERMINE WATTAGE ALLOWANCE DESIGN WATTS ALLOWANCE A B C D E F G H 1 J Specific Lighting Application Number of Applications Specific Application Allowance (watts) Wattage Allowance (BXC) Luminaire Symbol Luminaire Type Lumin QTY Watts Per Luminaire Design Watts (GXH) Allowed Watts Minimum of D or 1 Enter total into OLTG-1 C; Paqe 4 of 4; Row D; Specific Application Wattage Allowance Per Application 0 E. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER AREA DETERMINE WATTAGE ALLOWANCE LUMINAIRE TYPE DESIGN WATTS A B C D E F G H 1 Specific Lighting Application Illuminated Area of Application Specific Application Allowance (watts per tt^) Wattage Allowance (BXC) Code for Luminaire Type Luminaire Type Lumin QTY Watts Per Luminaire Design Watts (GXH) Allowed Watts Minimum of D or 1 Building Facade f,200 0.350 420 0 D Fixture (32w CF) 2 32.0 64 64 Enter total into OLTG-1 C; Paqe 4 of 4; Row E; Specific Application Lighting Wattage Allowance Per Area 64 EneravPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 27 of 31 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): • Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the ioss 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 wilh 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 wilh isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. § 122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heal pumps shall be installed with controls lo prevent electric resistance supplementary healer 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 lo temperature wilhin the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices lo 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 normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is nol required. EnergyPro 5 1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 28 of 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 System Name HP-1 (Classroom #106) Floor Area 525 ENGINEERING CHECKS SYSTEM LOAD Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 36,000 36,000 68.6 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Oulput (Btuh/sqll) Total Output (sqlt/Ton) 36,000 36,000 3.0 68.6 175,0 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK CFM 528 200 Sensible 9,S67 493 2,936 1,675 493 Latent 4,019 COIL HTG. PEAK CFM 220 2,189 200 15,464 6,208 Sensible 8,546 427 7.905 -1,675 427 15,630 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,200 HP-1 (Carrier 25HCB3-36-5) Airflow (cfm/sqft) 2,29 Airflow (cfm/Ton) 400.0 Outside Air (%) 16.7 % Outside Air (cfm/sgft) 0.38 Note: values above given at ARI conditions Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 30,063 30.063 5,056 5.056 26,896 26.896 Jul 3 PWI Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Heating Peak) 33 °F 64 "f 105 "F SOTS 106"F Outside Air 200 cftn 70 °F -4 Heating Coil Supply Fan 1,200 cfm 106 "F ROOM 70 "F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 88 / 70 77 / 63 °F 55 / 54 "F Outside Air 200 cfm 74 I 62 °f •^S y@ 56 / 54 "F • Cooling Coil Supply Fan 1,200 cfm 57 / 54 "F 51,0 % ROOM 7'i I 62 °F EnergyPro 5.1 by EnergySoft User Number: 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 29 ot 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 System Name HP-2 (Classrooms #105) Floor Area 860 ENGINEERING CHECKS SYSTEM LOAD Number of Systems Heating System Output per System Totai Output (Btuh) Output (Btuh/sqft) 47.500 47,500 55.2 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) 48,000 48,000 4.0 55.8 215.0 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK CFM 854 327 Sensible 16,489 774 4,773 2.978 774 Latent 6,569 COIL HTG. PEAK CFM 296 3,326 327 24,789 9,895 Sensible 11,597 580 12,914 -2,978 580 22,693 Air System CFM per System 1,600 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,600 HP-2 (Carrier 25HCB3-48-5) Airflow (cfm/sqft) 1.86 ^rflow (cfm/Ton) 400,0 Outside Air (%) 20.4 % Outside /Ur (cfm/sqft) 0.38 Note: values above given at ARI conditions Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 40,678 40,678 6,507 6,507 35,487 35,487 Jul 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 33 op 62 °F 105T Outside Air 327 cfm 70 °F •« 107 °F Heating Coil Supply Fan 1,600 cfm 106 "F ROOM 70 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time ot Cooiing Peak) 28 / 70 "r Outside Air 327 cfm 74 / 62"F 77 64 °F 55 / 54 °F 57 / 54"F :<s>2- • Cooling Coil Supply Fan 1,600 cfm 57 / 55 °F 51.9% ROOM 74 / 62 °F EnergyPro 5.1 by EnergySoft Use; Number: 1562 RunCode: 2014-06-06 707:24:03 ID: 206250 Paae 30 of 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Korean Christian Reform Church of Orange County Date 6/6/2014 SysteiTi Name HP-3 (Classrooms #101, 103, 104, Floor Area 1.104 ENGINEERING CHECKS SYSTEM LOAD Number of Systems | 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 47,500 Total Room Loads 1,083 19,523 8,433 394 15,404 Total Output (Btuh) 47,1500 Return Vented Lighting 0 Output (Btuh/sqft) 43.0 Return Air Ducts 976 770 Cooling System Return Fan 0 0 Output per System 48,000 Ventilation 419 6.074 3,777 419 16,528 Total Output (Btuh) 48,000 Supply Fan 2,978 -2,978 Total Output (Tons) 4.0 Supply Air Ducts 976 770 Total Output (Btuh/sqft) 43,5 Total Output (sqft/Ton) 276.0 TOTAL SYSTEM LOAD 30.527 12,210 30,495 Air System CFM per System 1,1300 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,600 HP-3 (Gamer 25HCB3-48-5) 40,762 6,951 35,487 Airflow (cfm/sqft) 1.45 Airflow (cfm/Ton) 400.0 Outside Air (%) 26.2 % Total Adjusted System Output 40,762 6,951 35,487 Outside Air (cfm/sqft) 0.38 (Adjusted lor Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Jul 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 33 °F 60 "F ->>•=- Outside Air 419 cfm 70 "F < i' 105 °F 107 "F • Heating Coil Supply Fan 1,600 cfm 106 °F ROOM 70 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) I / 70 "F Outside Air 419 cfm 75 / 63 °F < 78 64 "F 55 / 54 °F 1,: 11 Cooling Coil 57 / 55 °F > Supply Fan 1,600 cfm 57/55°F 53.2 % ROOM '•i .163 "F EnergyPro 5.1 by EnergySoft User Number 1562 RunCode: 2014-06-06707:24:03 ID: 206250 Page 31 of 31 CITY OF CARLSBAD PLUMBING, ELECTRIC AL| MECHANICAL WORKSHEET Development Services Building Division 1S35 Faraday Avenue 760-602-2719 www.carlsbadca.gov /JJU? ' Project Address: Pemiit No.: \ y/, Information prrnkted betow refers to worb being done on the alxsve mertioned pemift onSir This fmm mmi bo connttoetl onti retarned fe fh» iuildiim Bhtsim before th« pBnwit can b» isswadl. V« ... '-{3^ Building Dept Fooc (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line? . j.J^StlZ. Number of new roof drains? „.,..,.;..;;SSS™..„ Imtall/aiter water line?... Number of new u^er heaters? Number of new, relocated or replaced gas outiets?.. Number of new ho?e bibs? ....r^^^rz...,. "t^' New/exMUFi^TOservice: Number of new amps: Minojf^model ort/y: Ves No Commerdal/lncitftlriol: Tenant improwemerrt: Number of witting amps involvedm thit project: ^1 ^ Numtner of new dmpj invohedin this promt: \H ^ New Conttrtietlon: Amps per Panel: Single Phase Number of new amperes_ Three Phose. Number of new amperes 'C?~ Three Phase 480 — Number of new amperes Number of new furnaces, A/C, or heat pumps? ^ New or relocated dud: worh? Ves No ____ Number of new fireplaces? -^5^ Number of new exhaust fans? , , •m^^ ""* Relocate/install vent? j „ Number of new exhaust: hoods? ' Number of new boilers or compressors? Number of HP ^ 3-18 le 1 of Rev 0.3(09 CB 133169 1350 POINSETTIA LN NORTH COAST CALVARY CHAPEL — ayy/h.^ -J O'^/zL lo). 12,^7/1-^ C^'^Q^'^^ , _ „ .Tr-£sr^n Fln^ Inspection required by: ' Plan -a-CMAl ^ire •cv. Approved Date , By BUILDING 7//0/// rv PLANNING . ENGINEERING yjj(-(5^^)^ FIRE Expedite? Y ^ T/i?^//V AFS Checked by: HazMat APCD Health Forms/Fees Sent Rec'd Due? By Encina Y N Fire Y N HazHealthAPCD J , Y N PE&M Y N School Y N u y Sewer Y N Stormwater Y N Special Inspection n Y N CFD: Y (N) LandUse: lid /yt\^ CAI CFD: Y (N) LandUse: Density: ImpAea: FY: Annex: Factor: ^ /-N /I PFF: Y (w(in/ff-hi/Ui^aj/ fA. L:fK/oA.yiq Comments , Date Daw Date Date Building Planning Engineering Fire 7//^//V Need? 1 ^ QDone • Done