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2716 GATEWAY RD; ; CB102522; Permit
04-18-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CBl 02522 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2716 GATEWAY RD CBAD Tl Sub Type: COMM 2132631600 Lot#: 0 $387,800.00 Construction Type: 5B Reference #: C-3 CHURCH: 11,080 SF SHELL TO SANCTUARY & RELATED MEETING & OFFICE ROOMS Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Applicant: DAVID KEITEL 2150 W. WASHINGTON ST. #505 SAN DIEGO 92110 619-692-9393X18 Owner: LJRLLC P 0 BOX 743 RANCHO SANTA FE CA 92067 ISSUED 12/23/2010 JMA 04/18/2011 04/18/2011 Building Permit $1,694.25 Meter Size Add'l Building Pennit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $1,101.26 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $81.44 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) $10,153.17 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $300.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $10.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 POL Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $866.36 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $12.00 HMP Fee ?? Fire Expedited Plan Review $1,375.00 TOTAL PERMIT FEES $15,593.48 Total Fees: $15,593.48 Total Payments To Date: $15,593.48 Balance Due: $0.00 Inspector: FINAL APPROW Date: OVAL Clearance: NOTICE: Please tal<e NC)TICythat approval of your project includes the "Imposition" of fees, dedications, resetvations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad IVIunicipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenvise expired. 04-18-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW110004 Job Address: Permit Type: Parcel No: Reference #: CB#: CBl 02522 2716 GATEWAY RD CBAD SWPPP 2132631600 Lot#: Project Title: C 3 CHURCH CHURCH IN BRESSI RANCH Applicant: C 3 CENTER LLC 5838 EDISO PL #100 CARLSBAD CA 92008 Status: Applied: Entered By: Issued: Inspect Area: Tier: Owner: C 3 CENTER LLC 5838 EDISO PL #100 CARLSBAD CA 92008 ISSUED 01/07/2011 KML 04/18/2011 1 Priority: M Emergency Contact: ALICIA WILLIAMS 760-580-0613 SWPPP Plan Check SWPPP Inspections Additional Fees $49.00 $208.00 $0.00 TOTAL PERMIT FEES $257.00 Total Fees: $257.00 Total Payments To Date: $257.00 Balance Due: $0.00 FINAL APPROVAL nATClVUWi..<\EARANCE. SIGNATURE __|ijiy__ ^ CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718/2719 Fax 760-602-8558 www.carlsbadca.gov PianCiieckNo.(CS> I QZS 2-'Z^ Est. Value 3%''! , SZT^ Plan ZW. Deposit / ft/G • ^'S Date swppp//Q27y JOB ADDRESS 2.1 IL* ^ATtUiA"/ fitoAO CiilLOi^ita X SUITE#/SPACE#/UNIT# 213 - ZUf'b - 02. - oo CT/PROJECT # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: <nc/ude Squara Feet of Affected Area(s) i E-^iATie-O e.o6iW£5. •TOTAL. SsLOAV^j^. (TibTAZk-E. i ll.OBO EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESQ* N0|3 AIR CONDITIONING YES0NOQ FIRE SPRINKLERS YESj^'NoQ COIWACTNAME OfD/ffefentFomApp/rcaiit) gooAo-SiSKjc^to archUfcc^-uae^ DAVIQ iLetT£.L- APPLICANT NAIVIE ADDRESS "2.150 Uie€)T U)^^)^ ACa-TOr^ £sr eft So^ ADDRESS CITY 6A^^\ OieCao STATE CA ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ^ , , ; .'5W\u3e\\e>r ^ KuJploLr>A\A^.<i3jofs CONTRAprSKyS^AM^^""^^^"^^"''^"^^^^"'''^^^^" PROPERTY OWNER NAME ADDRESS tjOvfsC)Nl FLAC€: tXJfTe lOO :0NTRACTQB BUS. NAME„ ^ ADDRESS CrfY STATE ZIP CITY ^Aftt-'ofoAO STATE ZIP PHONE FAX PHONE STATE CA ZIP '055-SBl- oil/ EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE UC # aiAIC LIV...# _ CITY BUS. LIC.# ORliiRS' COMPENSATIdN (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 applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9. commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hemby affirm under penalty of perjury one of the following declarations: .J 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 worl< (or which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this pemiit is issued. My workers' compensation insurance canier and policy ^Aje/eje^^^- MfYn^^-^'/VL P°li'=y NO '7C^O0QO(<3Q3 11 I Expiration Date ^7 ^ j 7- 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 compensation, dai!)3geu^r^Q|M\fw' In Section 3706 of the Labor code, interest and attomey's fees. g< rnnTD.rTnp ci^M»Tiij«f^ /^\)J\^ - " IO^CGENT DATE i-/" / ^ ' i I 1.11,11.11 j,WJiiiijIMijM.liJi.iiMiti^ ill liiHi—ililiiiP'P ill '|il>|i |l|i|il I / hereby affifTn (tef / am exempf from Con(raJjort^>eMse Law for (he 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 lo 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. QVes I INO 2.1 (have / have not) signed an application for a building permit for the proposed wori<. 3.1 iiave contracted with the following person (firm) to provide the proposed constnjction (indude name address / phone / contractors' license number): 4.1 plan to provide portions of the wori<, but I have hired the following person to coordinate, supervise and provide the major wori( (include name / address / phone / contractors' license number): 5.1 will provide some of the wori<, but I have contracted (hired) the following persons to provide the wori( indicated (include name / address / phone / type of wori<): ygS'pROPERTY OWNER SIGNATURE •AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? j I Yes IxWo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? I lYes PTNO Is the facility to be constaicted within 1,000 feet of the outer boundary of a school site? ^^Yes |^3l^o 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. •HI ail*.: M h • 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 I certify that I have read the application and state thatthe above Infbnnation is conect and thatthe infbnnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to buikling constmction. I hereby authorize representative of the City of Carisbad to enter upon the above menttoned property for inspectton purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pemiit is required for excavattons over S'O' deep and demolitton or constnjctton ot stnjdures over 3 stories in height. EXPIRATION: Every permit issued by the Buikling Official under the provisions of this Code shall expire by limitation and become null and void if the building or «wk authorized by such penmit is not commenced within 180 days from the date of such pennit or if the building or worit authorized by such permit is suspended or abandoned at any time after the wori< is commenced for a period of 180 days (Sedton 106.4.4 Unifonn Building (Me). >gS'APPLICANT'S SIGNATURE ^ ^J J N^^*^^/^ lZ-ZO'2ClO CityofOarlsiiaii Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Permit*: CB102522 Project Name: C-3 CHURCH: 11,080 SF SHELL TO SANCTUARY & RELATED MEETING & OFFICE ROOMS Address: 2716 GATEWAY RD Lot: Contact Person: LUCUS Phone: 8587612890 Sewer Dist: CA Water Dist: CA Date: 09/28/2011 Permit Type: Tl Sub Type: COMM 0 Comments: Janean Hawney From: Michael Elliott <mikeelliott2@cox.net> Sent: Friday, September 30, 2011 10:57 AM To: Chris Garcia; lucas(gcrewbuilders.com; Chris DeCerbo; Christine Wauschek; Janean Hawney; Peter Dreibelbis Subject: Christian City Church Attachments: 417 - Christian City Church - lnsp3.(joc Christian City Church Project Number: CD 10-18 2716 Gateway Road - CB102522 Landscape review comments are attached. Approved - Permit card was signed on September 30, 2011. Mike Elliott landscape architect 637 arden drive encinitas, ca. 92024 phone: (760) 944-8463 fax: (760) 944-8943 e-maih mikeelliott2(a).cox.net Inspection List Permit*: CBl02522 Type: Tl COMM C-3 CHURCH: 11,080 SF SHELL TO SANCTUARY & RELATED MEETING & Date Inspection Item Inspector Act Comments 09/30/2011 89 Final Combo -RI 09/30/2011 89 Final Combo PY AP 09/29/2011 89 Final Combo MC PA 2ND STOP, COMPLETE SHOWER SEAT & PLANNING SIGN OFF 09/29/2011 89 Final Combo MC CO 1ST STOP COMPLETE ALL CORRECTIONS DATED 9-28-11 09/28/2011 89 Final Combo -RI AROUND 10 AM PLEASE 09/28/2011 89 Final Combo MC CO NOTICE 09/26/2011 29 Final Plumbing MC CO 09/26/2011 29 Final Plumbing -RI p m please 09/26/2011 39 Final Electrical -RI 09/26/2011 39 Final Electrical MC CO NOTICE - PRE LIM ONLY 09/23/2011 49 Final Meclianical MC CA PER CONTRACTOR PHONE CA;LL 09/23/2011 49 Final Mechanical -RI P M PLEASE 09/15/2011 92 Compliance Investigation MC PA ADA REQUIREMENTS AT STADIUM SEATING 09/08/2011 39 Final Electrical MC AP EMR ONLY 09/06/2011 39 Final Electrical MC CO COMPLETE ALL WORK, INSTALL CWB 09/02/2011 39 Final Electrical PY WC 09/02/2011 84 Rough Combo PY PA T-BAR OK 08/31/2011 84 Rough Combo MC CO COMPLETE T-GRID 08/29/2011 17 Interior Lath/Drywall MC AP RM 105 08/29/2011 34 Rough Electric MC PA WALLS ONLY 08/26/2011 17 Interior Lath/Drywall MC CA PER CONTRACTOR PHONE CALL 08/24/2011 17 Interior Lath/Drywall MC PA STAIR WALLS AND UNDER STAIRS 08/22/2011 14 Frame/Steel/Bolting/Weldin MC PA STAIRWALL WALL & UNDERSIDE 08/22/2011 17 Interior Lath/Drywall MC PA INSIDE SANCTUARY ONLY 08/19/2011 17 Interior Lath/Drywall TP AP HALL 101 CLNG OFF RM 111 & LOBBY 100 RM 101 08/18/2011 14 Frame/Steel/Bolting/Weldin MC PA HALL 101 CLNG OFF RM 111 & LOBBY 100 RM 101 08/18/2011 17 Interior Lath/Drywall MC PA UPPER STADIUM SEATING WALL 08/18/2011 34 Rough Electric MC PA RM 101 08/16/2011 14 Frame/Steel/Bolting/Weldin MC PA SEE CARD 08/16/2011 17 Interior Lath/Drywall MC PA RM 103-104, 110, 113-116, 126 08/16/2011 24 Rough/Topout MC PA 08/12/2011 84 Rough Combo MC PA RM 112,113,121 AND 122 ONLY 08/08/2011 14 Frame/Steel/Bolting/Weldin MC PA SEE CARD, STORAGE AREA UNDER STADIUM SEATING 07/27/2011 14 Frame/Steel/BoltingA/Veldin MC PA RM 100, RADIUS WALL SOFFIT FRAME & RECESSED LIGHTING 07/26/2011 14 Frame/Steel/Bolting/Weldin MC PA RM 126 WALL & ELECTRICAL ONLY 07/26/2011 34 Rough Electric MC PA 07/18/2011 34 Rough Electric MC NR 07/15/2011 11 Ftg/Foundation/Piers MC AP DRY PAC AT STADIUM SEATING COLUMNS 07/13/2011 32 Const. Service/Agricultural MC PA SEO Monday, October 03, 2011 Page 1 of 2 07/11/2011 44 Rough/Ducts/Dampers 07/07/2011 14 07/07/2011 44 06/29/2011 44 06/22/2011 34 06/20/2011 17 06/20/2011 44 06/13/2011 17 06/07/2011 14 Frame/Steel/BoltingA/Veldin Rough/Ducts/Dampers Rough/Ducts/Dampers Rough Electric Interior Lath/Drywall Rough/Ducts/Dampers Interior Lath/Drywall Frame/Steel/BoltingA/Veldin 06/07/2011 34 Rough Electric 06/06/2011 14 Frame/Steel/BoltingA/Veldin 06/06/2011 34 Rough Electric 06/06/2011 44 06/03/2011 14 05/27/2011 14 05/27/2011 24 05/27/2011 34 05/03/2011 21 05/02/2011 21 Rough/Ducts/Dampers Frame/Steel/BoltingAWeldin Frame/Steel/BoltingA/Veldin Rough/Topout Rough Electric Underground/Under Floor Underground/Under Floor MC MC MC MC MC MC MC MC MC MC MC MC MC MC PY PY PY MC TP PA PA PA PA PA PA WC PA PA PA PA PA WC CO PA PA PA AP CA SUPPLY & RETURN DUCTING & DUCT SEALING ONLY SOFFIT FRAME @ RM 102 ONLY ROOF TOP EQUIP CURBS OK ROOF CURBS & EQUIP, NEED CLARIFICATION OF ATTACHMENT TO DECK WALL ELECT ONLY AT RM 107 SEE CARD &SHT A1.1 SEE JOB CARD&SHT A1.1 WALL FRAME AT RM 112-113, 115 & 117 WALL ELECTRICAL AT RMS 112-113, 115& 117 RM 102 - 104, 106- 107 PARTIAL, 108 - 110 WALLS ONLY RM 102 - 104, 106- 107 PARTIAL, 108 - 110 WALLS ONLY EXPOSE FRAMING TO VERIFY CONNECTIONS AT ROOF CURBS NEED APPROVAL FOR PVC WASTE ONLY EXCEPT BAPTISTRY PER OFFICE Monday, October 03, 2011 Page 2 of 2 City of Carlsbad BIdg Inspection Request For: 09/30/2011 Permit# CB102522 Inspector Assignment: MC Title: C-3 CHURCH: 11,080 SF SHELL TO Description: SANCTUARY & RELATED MEETING & OFFICE ROOMS 2716 GATEWAY RD Lot: Type:Tl Job Address: Suite: Location: APPLICANT DAVID KEITEL Owner: C 3 CENTER LLC Remarks: Sub Type: COMM Phone: 8587612890 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: LUKE Entered By: JANEAN Act Comments Com ments/Notices/Holds Comment Prior to occupancy, a joint use parking agreement must be completed. - SG Joint Use Parking Agreement recorded July 29, 2011. DOC 2011-0386649 -CG Notice FIRE shall require the applicant to provide documentation to the City that the proposed ceiling and wail fabric is compliant with Subchapter 8, Chapter 1, Title 19 of the CACode of Reg's. Associated PCRs/CVs/SWPPPs Original PC# PCRl 1065 ISSUED C-3 CHURCH: VARIOUS STRUCTURAL; & ARCHITECTURAL REVISIONS PCR11108 ISSUED C3 CHURCH-ADD DISABLED ACCESS; RAMP TO NEW DOOR SW110004 ISSUED C 3 CHURCH; CHURCH IN BRESSI RANCH Inspection Historv Date Description Act Insp Comments 09/28/2011 89 Final Combo CO MC NOTICE 09/26/2011 29 Final Plumbing CO MC 09/26/2011 39 Final Electrical CO MC NOTICE - PRE LIM ONLY 09/23/2011 49 Final Mechanical CA MC PER CONTRACTOR PHONE CA;LL 09/15/2011 92 Compliance Investigation PA MC ADA REQUIREMENTS AT STADIUM SEATING 09/08/2011 39 Final Electrical AP MC EMR ONLY 09/06/2011 39 Final Electrical CO MC COMPLETE ALL WORK, INSTALL CWB 09/02/2011 39 Final Electrical WC PY EsGil Corporation In Vartnership with government for (BuiCeCing Safety DATE: 4/6/2011 • AEEUCANT • (^uRls^ JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 102522 SET: III PROJECT ADDRESS: 2716 Gateway Road Building I PROJECT NAME: c3 Church T. I. I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ^ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ^ REMARKS: S sheets shall be signed and sealed by the engin^0^^^ By: David Yao Enclosures: EsGil Corporation • GA • EJ • PC 4/1 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 • APPLICANT JURIS:^) • PLAN REVIEWER • FILE EsGil Corporation In Partnership with government for (BuiUing Safety DATE: 3/25/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 102522 SET: II PROJECT ADDRESS: 2716 Gateway Road Building I PROJECT NAME: c3 Church T. I. 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 forward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Domusstudio Architecture 2150 West Washington St. #505 San Diego, CA 92110 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: yD^vjd Keitel Telephone #: 619-692-9393 x18 Date contacted^A^/ (byg^^ Fax #: 619-692-9394 Mailf^^elephone Faxi/^n Person • REMARKS: By: David Yao EsGil Corporation • GA EJ • PC Enclosures: 3/21 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 102522 3/25/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous checl( list and may not necessarily be in sequence. The notes in bold font are current. 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. 5. Handrails (Sections 1012 and 1009.10): (Where is the handrail for steps to the platform?) Handrails are required on each side of stainways. The response shows A1.1. Sheet A1.1 does not show handrails for steps to the platform. Provide handrail on BOTH sides of steps, fat the location where detail 16/A5.4 is cut^ ELECTRICAL, PLUMBING, MECHANICAL, and ENERGY COMMENTS CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 25. Include the hydro massage bathtub requirements for the "font" electrical system. (GFCI circuits). Include the font heater circuit as well. PLUMBING (2006 UNIFORM PLUMBING CODE) 33. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below City of Carlsbad 102522 3/25/2011 the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, 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. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 COUNTERS AND TABLES 8. Where fixed or built-in counters or tables are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.I .(coffee area counter island?) 9. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. 10. Where counters are used for distribution of goods/services, or have cash resisters, at least one of each type shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 1122B.5. Note: The use of a folding shelf or auxiliary counter is only allowed in existing buildings and only if first approved by the building official. The response shows see A-1/A4.1. Elevation A-1/A4.1 does not show Coffee Counter Island. Remove note 2 on sheet A1.1 or show that the Coffee Counter Island is accessible. END OF DOCUMENT EsGil Corporation In (Partnership with government for (BuiCding Safety DATE: 1/10/2011 CUARHdGANT (h JURIS^ JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 102522 SET: I PROJECT ADDRESS: 2716 Gateway Road Building I PROJECT NAME: c3 Church T. I. 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. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Domusstudio Architecture 2150 West Washington St. #505 San Diego, CA 92110 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. 1X1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:. David Keitel Telephone #: 619-692-9393 x18 Date contacted: i\ \<^l 'i(by:-^^ Fax #: 619-692-9394 Mailv^Telephone Fax Person • REMARKS: By: David Yao Enclosures: EsGil Corporation lEI GA !3 EJ • PC 12/27 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 102522 1/10/2011 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 102522 JURISDICTION: City of Carlsbad OCCUPANCY: A3 USE: church TYPE OF CONSTRUCTION: VB ACTUAL AREA: 12033 sf ALLOWABLE FLOOR AREA: 24000 sf STORIES: 1 HEIGHT- SPRINKLERS?: y OCCUPANT LOAD: -735 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/27 DATE INITIAL PLAN REVIEW COMPLETED: 1/10/2011 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state iaws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC. The foiiowing items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. City of Carlsbad 102522 1/10/2011 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. SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Sec. A106.1.1. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan.(north, east and west to the assumed propertv lines) 2. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." . LOCATION ON PROPERTY 3. When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 704.3. An exception is provided if the combined area of the buildings is within the limits specified in Chapter 5 for a single building. If this exception is used, show how the building(s) will comply. Section 503.1.2.(assumed property lines on all sides?) • STAIRWAYS 4. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1009.3.(run for steps up to platform?) 5. Handrails (Sections 1012 and 1009.10): (Where is the handrail for steps to the platform?) a) Handrails are required on each side of stairways. City of Carlsbad 102522 1/10/2011 • EXITS 6. Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.10.(Door schedule shows panic hardware for some of the doors. It appears to not include all exit doors. Some of the door (127 and 200) shows panic hardware, but floor plan did not show these doors. Please double check panic hardware for all required exit door.) 7. All doors and gates, within the exit path to a public way from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002.(door 100c?) • EXIT SIGNS 8. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 9. Show separate sources of power may be required for exit illumination. Review Section 1006.3. • ACCESSIBILITY 10. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • STRUCTURAL 11. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. (Table 1607.1 of 2007 CBC shows live load for platform 125 sf. Please check platform framing) • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and Si o Site class o Spectral response coefficients Sos and SDI o Seismic design category o Basic seismic-force-resisting system(s) City of Carlsbad 102522 1/10/2011 o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. 12. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings.(2500 psf allowable bearing pressure?) 13. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). 14. Provide calculation to show column Cl and C2 are adequate to support the proper load. 15. Sheet 4 of the calculation shows FB-1A span A and B are 10 feet. The framing plan (S1.0) shows different span. Please check. 16. Sheet 5 of the calculation shows FB-2 is 10x6x3/8. Sheet SI .0 shows 8x6x3/8. Please check. 17. Sheet 5 of the calculation shows footing F-5 is 30" deep. The plan appears to not show it. Please check. 18. Provide explanation and/or calculation to show how to resist the lateral force in the proposed seating area? Shear wails? X-bracing? . ADDITIONAL 19. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 20. 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. 21. 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 City of Carlsbad 102522 1/10/2011 22. 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 David Yao at Esgil (Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 23. I'm missing the egress lighting design: Main assembly area , main assembly area to west exit, main assembly area through southeast lobby area, meeting room 102? Note: If the egress lighting is provided by fixture type "J", provide the fixture photometries at worst possible case scenario for height. 24. Is there stage lighting to be installed under this permit that is not presently shown on the plans? If so, note that the lighting is a deferred item or include the design with the plans. 25. Include the hydromassage bathtub requirements for the "font" electrical system. (GFCI circuits). ENERGY CONSERVATION 26. The energy is fine as submitted. 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 GENERAL AND ARCHITECTURAL PME ITEMS 27. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. City of Carlsbad 102522 1/10/2011 28. Correct the statement on the Title Sheet of the plans to show compliance with the current Energy Code. As of the first day of 2010 the 2008 edition of the California Energy Efficiency Standards is the correct current Energy Code. (Not the 2007 E.E.S.) 29. Please show "Guards" where the roof access hatch and exhaust fans and the service areas are within 10 feet of the edge of the roof. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface..." 30. Please provide complete construction drawings for the proposed Font. PLUMBING (2006 UNIFORM PLUMBING CODE) 31. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 32. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 33. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 34. Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping. Font piping systems, and the roof drains. 35. The calculations for the required number of restroom fixtures on sheet A4.0, do not include the occupant loading of the Meeting rooms (Sunday School classrooms?) in the total required fixtures. Please correct. 36. Please provide riser or isometric drain waste and vent piping systems. 37. Show the required floor drain in the laundry room. UPC. Section 411.2 (3). 38. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 39. Please provide riser or isometric drawings of gas line system. City of Carlsbad 102522 1/10/2011 40. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 41. 6012 Identification of a Potable and Nonpotable Water System. In all buildings where potable water and not potable water systems are installed, each system shall be clearly identified. Each system shall be color coded as follows: 601.2.1 Potable Water-Green background with white lettering. 601.2.2 Nonpotable Water-Yellow background with black lettering, with the words "CAUTION: NONPOTABLE WATER, DO NOT DRINK". Table 6-1 Minimum Length of Color Field and Size of Letters. See Table. 42. Please correct the water line sizing calculations on sheet PI .1: a) The clothes washer is minimum of 4 water fixture units as per CPC, Table A-2. Not 2 fixture units used. b) The water line plans and sizing calculations show no fill line for the Font. Please address. c) The plans and water line sizing calculations show no landscape watering system. Please address. d) Show the public water meter size and correct the water meter pressure loss as per CPC, Chart A-1. e) Please provide cut-sheets and listing data to show the flush valve water closets require only 20 psi water pressure to operate, as per the value used in the water line sizing caicuiations. f) As per the pipe sizing table on sheet PI .1 the 2 inch water main is undersized for the total water demand shown. Please correct. g) A complete review of the water pipe sizing calculations and the water line plans to be done when complete corrected plans and calculations are provided. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 43. Detail the clothes dryer venting system as follows: a) If Commercial clothes dryer system, then submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the design requirements found in UMC 905.0 and also the appliance installation instructions: The exhaust duct design: gauge, the clearance distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. b) If Type 1 residential clothes dryer system, then submit dryer vent design that complies with the requirements of UMC 504.3.2 (14 feet maximum length w/ (2) 90°'s). Submit a complying design, or provide an engineered solution, or provide the manufacturers installation instructions complete City of Carlsbad 102522 1/10/2011 with Building Official approval for use of a specific brand of dryer. UMC 504.3.2.2. c) If Type 1 residential clothes dryer system, provide the necessary make-up air source. Include the manufacturer's installation instructions and/or provide a minimum of 100 square inches of opening. UMC 504.3.2 & 905.3. 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. City of Carlsbad 102522 1/10/2011 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • PEDESTRIAN RAMPS(ramp up to the platform) 2. Show or note that ramp surfaces will be slip resistant. 3. Revise plans to show required landings at the top and bottom of ramps, per Section 1133B.5.4. a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". 4. Show that handrails are >1 %" but <1 Vi' in any cross sectional dimension. Additionally, show that the handrails are placed a >V/2 from any wall, per Section 1133B.5.5. 5. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. b) Are to be located >34" but <38" above the ramp surface. c) Extend >12" beyond both the top and bottom landings. d) Ends are to be returned. 6. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). DOORS 7. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B.2.4.3: a) >18" at interior conditions.(door 114A) City of Carlsbad 102522 1/10/2011 • COUNTERS AND TABLES 8. Where fixed or built-in counters or tables are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.I.(coffee area counter island?) 9. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. 10. Where counters are used for distribution of goods/services, or have cash resisters, at least one of each type shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 1122B.5. Note: The use of a folding shelf or auxiliary counter is only allowed in existing buildings and only if first approved by the building official. GROUP A OCCUPANCIES 11. Provide plans to clearly show that accessible seating is provided and noted as follows, per Section 1104B.3.1: a) Show a minimum of accessible seats as follows; i) >4 but <26 total seats = >1. ii) >27 but <50 total seats = 2. iii) >51 but <300 total seats = 4. iv) >301 but <500 total seats = 6. v) >500 total seats = 1 additional seat for each additional 100 seats. b) >1 % of all fixed seats shall be aisle seats with either no armrests, removable or folding armrests on the aisle side. c) Each accessible seat shall be identified by a sign or marker and the availability shall be posted at the ticket office. d) Seating capacity shown is >300, show: i) Wheelchair space at more than one location. ii) Provide a companion seat next to each space. e) Readily removable seats may be installed in wheelchair spaces when not required to accommodate wheelchair users. f) Show >1 % (with minimum of 2 seats) for semiambulant persons with >24" clear space in front of the seats. g) Show minimum clear space for wheelchairs, per Section 1104B.3.6. City of Carlsbad 102522 1/10/2011 h) Floor surface is required to be slip resistant. END OF DOCUMENT City of Carlsbad 102522 1/10/2011 ^DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 102522 PREPARED BY: David Yao DATE: 1/10/2011 BUILDING ADDRESS: 2716 Gateway Road Building I BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) church 12033 per city 387,800 Air Conditioning Fire Sprinklers TOTAL VALUE 387,800 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats • Complete Review • Other |—I Hourly EsGil Fee • Structural Only Hr. @ * $1,694.25 $1,101.26 $948.78 Comments: Sheet 1 of 1 macvalue.doc + Dominy4-Associates Architects ©domusstudio LLP siudio ADDENDUM NO. 02 bsue date: January 12, 2011 TO THE CONTRACT DRAWINGS DATED DEC. 23, 2010 AND SPECIFICATIONS DATED DEC. 23,2010 FOR: c3 CHURCH Prepared by: domusstudio LLP 2150 West Washington Suite #303 San Diego, CA 92110 THE DRAWINGS AND SPECIFICATIONS SHALL BE REVISED BY ADDITIONS TO, DELETIONS FROM, AND CHANGES AS STATED IN THIS ADDENDUM NO. 01. INSOFAR AS THE ORIGINAL DRAWINGS AND SPECIFICATIONS ARE IN VARIANCE WITH THIS ADDENDUM NO. 01, THIS ADDENDUM SHALL GOVERN. The following revisions and/or clarifications to the plans and/or specifications for the project shall become a part of the contract documents. Drawings: 1. SHEET C-1 A. 2. SHEET A-0.3 A. RFI: No specification for the site pavers is provided. Do you want the pavers to match the existing pavers? Please provide a base section under the pavers. Is I" of sand over 2" of base, over compacted native acceptable? Response/Clarification: See attached flexible pavement specification. Field verify whether the assembly to match existing will be for traffic index (T.I.) 4.0 or 5.0. RFI: No specification for the site pavers is provided. Do you want the pavers to match the existing pavers? Please provide a base section under the pavers. Is 1" of sand over 2" of base, over compacted native acceptable? Response/Clarification: See revised legend on sheet A0.3 and reference new detail 3/A5.I for patio paver base requirements. 3. SHEET A-1.4 RFI: The CL-2 material for Acoustic Ceilings cannot be cut to fit per manufacturer. I am referring to the 4'x4' panels that have an angle and/or radius cut in the lobby. The SoundScapes Shapes panels have specific mounting points that are embedded into the back of the panels, therefore these panels cannot be cut to size and have to be installed as full panels. Please provide direction on how to proceed at Lobby 100 as there are numerous panels shown on the RCP that would require to be cut and therefore cannot be installed. Response/Clarification: We'll eliminate all odd shaped panels that occur along the room perimeter and use only full size panels shov^ang on the current plan. Updated RCP provided, see attached Dominy+Associates Architects @ domusstudio LLP •Hstuilin B. RFI: The CL-2 SoundScapes Shapes panels at Lobby 100 are drawn on the RCP as 4'-0" x 4'-0" panels with 4" spacing. These panels are actually 3'-10" x S'-IO" at their largest dimensions, which would result in a 6" spacing pattern. Is this acceptable? Response/Clarification: Yes. Updated RCP to follow on 01/11/13 C. RFI: The RCP Legend on sheet A1.4 does not match up with the ceilings drawn on the RCP, or section 090600. Please confirm that the call outs on the actual ceiling plan are to match up with section 090600 and not the RCP Legend. Response/Clarification: Yes. Updated RCP provided, see attached 4. SHEET A-1.1 A. RFI: Are there cabinets in room #109, green room? Response/Clarification: yes on south wall, built in low cabinets with drawers and 5' desk with 1 1/2" buUnose, PL finish. Elevation provided, see attached A5/A4.1 B. RFI: Is there anything special about the coffee counter in lobby #100. Keynote 2, page Al.l? Response/Clarification: Delete coffee counter island per keynote 2 , price per Addendum 2 drawings provided, see 1A/A4.1 C. RFI: Anything special about bench Keynote 22, page Al.l? Response/Clarification: bench to be wall mounted with 4" skirt and receive PL finish. 4. SHEET A-1.2 A. RFI: Clarify keynote #6 " niche with shelP ? Response/Clarification: Refer to Keynote 6 Sheet A1.2 , also the back wall niche and shelf has been shortened, see A 1.2 5. SHEET A-3.1 A. RFI: Is the scale of the page correct? If so is each platform 3'-4"? Response/Clarification: Scale notation under drawing title revised to 'A. Yes each platform is 3'-4". 6. SHEET A-4.1 A. RFI: Keynote 45, A4.1. What is the finish of the particle board cabinet with steel inner frame? Response/Clarification: 2 coats Polyurethane over Resene particle board sealer (or sim.) B. RFI: What type of metal is the ribbed metal wall and cabinet (MT.l)? How are the cabinet doors banded? 2150 West Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fax 619692.9394 domusstudio.com Q:\7 0 Proiect FiteAl 018 c3 ChurcK\7 03 Conlrad(w\7 3 03 Bid, 4 Ci5ll,\7 3 3,03 A(Jd«ndum\2011 01 I 2_Addendum.02\20n .01.1 2 - c3 - Addendum #02 4 clorificolion. doc Poge 3 Dominy+Associates Architects ©domusstudio LLP Response/Clarification: Refer to spec section 09 06 00 Cabintes MT-3, detail to follow RFI: Keynote 45, A4.1. Any specifications for particle board wall paneling at interior elevation A/A4.1? Response/Clarification: Particle board to be medium density fire rated commercial grade composed of large chips mix of pine, fir, hardwood lumber and recycled wood. Finish to be 2 coats Polyurethane over Resene particle board sealer (or sim.) Contractor to submit sample to Architect for approval. RFI: Meeting Rooms 111, 112, 113, and 114 all reference Interior Elevation 3 / A4.1 at walls with FP-2 wall panels. 1. Please confirm that Interior Elevation 4 and not 3 on sheet A4.1 is intended. 2. Please clarify if the FP-2 is to terminate at 12'-4" AFF at Meeting Rooms 111, 112, and 113, or is it to finish tight to the CL-4 ceiling at 12'-6" AFF? 3. Please clarify the height that the FP-2 is to terminate at Meeting Room 114 which has a CL-4 ceiling installed at 14'-0" AFF. Response/Clarification: 1. confirmed 2. FP-2 is to terminate at 12'-4" AFF. Typ. throughout room: paint gypboard white up to 12'- 8''AFF. then black up to underside of roof assembly, use 1" anodized aluminum reveal channel screed to separate the two paint sections. Paint reveal black 3. FP-2 is to terminate at 13'-10'' AFF. Typ. throughout room: paint gypboard white up to 14'- 2" then black up to underside of roof assembly, use 1" anodized aluminum reveal channel screed to separate the two paint sections. Paint reveal black E. RFI: Please provide Interior Elevations reflecting the intended location and installation pattern of the FP-2 wall panels at Meeting Room 102, Nursery 106, and Assembly 107 seating area back wall. Response/Clarification: Room 102, panels to be FP-2, terminate 1 " below hard lid ceiling Room 106, panels to be FP-2, terminate 6" above suspended gyp board ceiling. Typ. throughout room : paint gypboard white up to 15'-4'' AFF than paint black up to underside of roof assembly, use 1" anodized aluminum reveal channel screed to separate the two paint section. Paint reveal black. Room 107, panels to be FP-2, terminate 6-11' above finish platform (15'-2" AFF) Typ. throughout Assembly rooml07 : paint gypboard white up to 15'- 2" AFF. then black up to underside of roof assembly, use 1" anodized aluminum reveal channel screed to separate the two sections. Paint reveal black. Elevations to follow. 7. SHEET A-5.3 A. RFI: Detail 15 / A5.3 shows an acoustical ceiling -wilh tegular tiles installed above the SoundScapes Shapes ceilings. Please confirm that this upper ceiling is not intended. Response/Clarification: Confirmed 8. SHEET A-7.0 A. RFI: Please verify which locations are to get roller shades (WC-1). WC-1 does not appear on sheets A7.0 Response/Clarification: Roller shades are not required at this time. Delete WC-1 from finish legend. 2150 West Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fax 619692.9394 domusstudio.com Q\7 0 P.oi«clFiUi\10t8 c3 Church\7 03 Contrador\7 3 03 8id, 3. Co,t»\7 3 3,03 Add»ndu.n\201 1 01 1 2^Addendum^)2\2011 01,12 - c3 - Addendum #02 4 clorifkotioni.doc Pago 3 of Dominy-I-Associates Architects @ domusstudio LLP B. RFI: The Luna Textiles specified for FP-1 is not fire rated. Luna Textiles have advised our subcontractors that it's their belief that the Fire Marshall will not approve it. Please verify. Response/Clarification: Use spec as place holder until further verification. C. RFI: Sheet A7.0 calls for WP-1 wall panels at the hallway area from Assembly 107 to Vestibule 126 ramp, however the actual intended area of installation of the WP-1 panels need further clarification. Response/Clarification: see RFI D, this section. D. RFI: Sheet A7.0 calls for WP-1 wall panels at the curved wall of the stairs from Assembly 107 to Vestibule 126. The WP-1 wall panel is a cast product and cannot be installed on curved walls. Please provide direction on how to proceed. Response/Clarification: Wall at baptistry font to be WD-1, tum planks vertically. The wall symmetrically opposite west of the stage and at an angle with Green Room and AV room is to have same finish with flush 5 1/2" high. 1/2" thick solid wood base to match. Finish plan and elevations provided see 8/A4.1 and 20/A5.2, ADDITIONAL FINISH NOTES: Baptistry font exterior finish to be wood veneer to match wall. Stage risers to be 3/4" solid wood to match WD-1 (revised from Addendum 1) typ., treads t o be WD-1 with buUnose edges CORRECTION of Addendum 1: for buUnose edges and steps ref. to section 090600 WD-1. Delete detail 16/A5.4 E. RFI: No specifications is provided for the stain and sealer for flooring type CO-1. Please Provide Response/Clarification: CO-1 to be polished and sealed. 9. SHEET SI.0 A. RFI: The beam (FB-3) which supports the partition wall in room 102 is no longer listed in the beam schedule in Addendum 1 on Sl.O. Please provide specifications for this beam. Response/Clarification: Beam FB-3 will remain as previously noted. See attached sheet Sl.O. 10. SHEET S5.0 A. RFI: No structural plan or details for the mechanical ducts and units. Please provide head out details for the mechanical penetration. 11. SHEET E-2.1 12. SHEET E-4.2 Response/Clarification: Reference detail 13/S5.0 for framing. Dimming system revised. New sheet added: Theatrical Riser Diagram 2150 Vfest Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fax 619.692.9394 domusstudio.com QA7,0ProiectFilB,\10iec3Church\7 03Conlradof\7 3 03 Bid, 4Co.t,\7,3 3,03 Add«ndum\2011 01 12>ddwdum-02\2011 01.12-c3-AddBridum#^ Pogsiof* Dominy-I-Associates Architects ©domusstudio LLP Project Manual: 1. SECTION 09 06 00: A. RFI: Please specify thickness for FP-3 and verify a cost per YD for the fabric allowance Response/Clarification: 2 1/8", this is a painted acoustical panel that does not include the use of fabric. B. RFI: Any specification for the interior stair treads for the acrylic treads and the stainless steel riser supports? Response/Clarification: Refer to spec section 09 06 00, finish material AC-1, installation per manufacturer recommendation. C. RFI: Are the specifications that same for the shelving side of the stairs as well? Response/Clarification: Yes D. RFI: The Finish Plan says "stained and sealed" but the Material Schedule 090600 says "polish and seal", which is it? Response/Clarification: CO-1 to be polished and sealed. 2. SECTION 32 12 00: A. RFI: Paragraph 2.2 references a soils report. None has been provided. Please provide soils report. Response/Clarification: We are proceeding to use applicable CBC soil pressure bearing values. SUBSTITUTION REQUESTS: RFI: The specified Hufcor operable partition has a factory fabrication time of 12 weeks. Due to the tight project schedule, please review the attached substitution request for Kwik-Wall which has a factory fabrication time of 4 weeks. Please advise if the substitution is acceptable. Response/Clarification: No, the proposed partition manufacturer does not meet our height requirements. GENERAL: A. RFI: Can the bid time be changed to the industry standard of 2pm in lieu of 12 pm? Response/Clarification: No. RFI: As-builts have not been reviewed. Are as-builts available to review the underslab utilities? Response/Clarification: Log on to www.box.net site to view existing drawings for reference using this URL address: MECHANICAL: 2150 Wsst Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fox 619.692.9394 domusstudio.com Q:\7.0 Project Filei\1018 c3 Church\7.03 Contractof\7.3.03 Bids 4 Costi\7.3.3 03 A(id»ndum\2011.01.12_Add«idunv02\2011.01.12 - c3 - Addendum #02 3, darificotioni.doc Dominy4-Associates Architects ©domusstudio LLP 1) Regarding insulation - Title 24 page T24.2 states R4.2 duct insulation. HVAC Specs sections 23-03-00- 2.2.4 and 23-07-00-3.3.7 call for R8 Foil Back insulation. HVAC Specs section 23-07-00-3.4.17 calls for 1.5" R8 liner for interior supply and return ducting, and 2" RIO liner for exterior supply and return ducting. Please clarify which is to be used on this project. Provide the insulation per specifications section 23-03-00-2.2.4 and 23-07-00-3.3.7 R-8 Foil Back insulation for non-lined duct, 23-07-00-3.4.17 for 1.5" R-8 liner for interior supply and return ducting and 2" R-10 liner for exterior supply and return ducting. 2) Title 24 page T24.2 states no HERS rating required. HVAC Spec section 23-03-00-3.9.1 states HERS rater to perform Duct Leak Test prior to installation of exterior insulation. Is HERS required on this project? Provide HERS rater report for the project per the Specification Section. 3) Specs are calling for installation of both Flexible Connectors (23-03-00-2.11.1 & 23-03-00-3.3.1) AND Sound Attenuators (23-03-00-2.17.1). But Section 23-03-00-3.8.1 states to install Sound Attenuator "where shown on Drawings." I do not see the Sound Attenuators indicated on drawings. Please clarify. Provide a 36" X 36" elbow sound traps and the roof supply and return ducts for AC-1 and AC-2. Refer to PDF roof drawing. 4) Fire/Smoke Dampers are called for in HVAC Specs Section 23-03-00-2.8. & 23-03-00-2.9.2 , and appear in the HVAC Legend on Plan Sheet M1.1, but are not found on the plan sheets M2.0 or M3.0 (NOTE: Smoke Detectors are shown on Plan Sheet M3.0 and in Spec Section 23-03-00-2.9). Please clarify location of Fire/Smoke Dampers if needed. There are no Fire/Smoke Dampers needed for this project. Provide Smoke Detectors as noted on the drawings. 5) Roof Mounted Ductwork Detail on Plan Sheet Ml.2 refers to a Sheet M4.0 and shows 54"x36" Supply/Return Ductwork. What is this? And is there a M4.0 sheet? There is no Sheet M4.0. The reference of the duct size should be ignored. 6) Location of ACI & AC2 stats and sensors? M2.0 Shows the location of the sensors and 002 sensors AC-1 and AC-2. The sensors for AC-2 are tagged incorrectly and should be AC-2 not AC-1. 7) Strip Heat is mentioned on Plan Sheet M1.1 Title 24 Mandatory Measures. Is there to be supplemental strip heaters installed? The MOCP's listed in the Equipment Schedule will currently not allow for the addtional load of strip heat. Strip heat is not required for this project. 8) HVAC Specs section 23-03-00-2.1.9 calls for welded grease exhaust. Don't see this on the Mechanical plan sheets. Ignore this Paragraph; this project does not have a grease exhaust system. Attachments: 1. Specification Sections - 09 06 00 pending editing 2. Architecture Sheets - A0.3, A3.1, A1.2, A1.4, A4.1, A5.2, A7.0 3. Structural Sheets-Sl.O 4. Electrical Sheets-E2.1,E4.2, 5. Mech. Sheets - M3.0 6. Flexible Pavement Specification End of Addendum 02 2150 West Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fax 619692.9394 domusstudio.com a:\7,OPro|ec,Fil«i\1018c3Church\7 03Contrador\7 3 03 8id, 4 Co,ti\7.3 3 03 Addoodum\2011 01,12_Add*ndu.TvO2\2011,01.12 • c3 - Addandum #02 4 clorificarion, doc Dominy4-Associates Architects ©domusstudio LLP ADDENDUM NO. 01 Issue date: January 07, 2011 TO THE CONTRACT DRAWINGS DATED DEC. 23, 2010 AND SPECIFICATIONS DATED DEC. 23, 2010 FOR: c3 CHURCH Prepared by: domusstudio LLP 2150 West Washington Suite #303 San Diego, CA 92110 THE DRAWINGS AND SPECIFICATIONS SHALL BE REVISED BY ADDITIONS TO, DELETIONS FROM, AND CHANGES AS STATED IN THIS ADDENDUM NO. 01. INSOFAR AS THE ORIGINAL DRAV^NGS AND SPECIFICATIONS ARE IN VARIANCE WITH THIS ADDENDUM NO. 01, THIS ADDENDUM SHALL GOVERN. The following revisions and/or clarifications to the plans and/or specifications for the project shall become a part of the contract documents. Drawings: 1. SHEET A-O.l A. 2. SHEET A-0.3 A. 3. SHEET A-1 A .1 RFI: Keynotes 22, 23, and 24 are shown on the plan but are not shown on the Keynote Schedule. Please provide missing information. Response/Clarification: Keynotes 22, 23, 24, and 25 are omitted from AO.l. See enlarged hardscape plan on AO.3 for applicable information. RFI: No landscape sheets are provided. Is sheet AO.3 to be used for the new planting? No irrigation provisions are mentioned. Please provide direction for the existing irrigation system this is in the area of site demo and rework. Response/Clarification: This will be no landscape drawings. Reference Planting Legend and Notes on sheet AO.3 for planting types which are to match existing. Tie into existing irrigation as required to match existing campus. RFI; Are all exterior furred walls going to be framed full height to the deck above the ceilings? The exterior wall insulation is shown going full height but I need to know if I need to plan on pinning the exterior wall material above the ceilings to concrete panels. Response/Clarification: Exterior furred walls are framed full height to the deck. At exterior wall locations where rooms has a hard lid ceiling, the framing will stop at the ceiling and the insulation will continue to underside of deck pinned to the concrete exterior wall panels. Shelving added in meeting room 111 and walls along hallway 101 adjusted. Dominy4-Associates Architects ©domusstudio LLP 4. SHEET A-1.2 A. RFI: Sheet A6.1 refers to an interior storefront door #200 however this door/door number does not appear on sheet Al.l. Please verify location. Response/Clarification: Reference seating and mezzanine plan on sheet A1.2 to locate storefront door at top of stair landing. 5. SHEET A-1.4 A. RFI: Note 1 on E2.1 indicates the suspended pipe grid above 107 is to be 1 'A" diameter. Please specify height as well as indicate the structural method of attachment to the existing roof structure, none shown in structural drawings. Response/Clarification: Suspended theatrical lighting grid located for clarity -with assigned elevation A.F.F. Connection detail reference xx/A5.3 - pending 6. SHEET A-4.0 A. RFI: Plans and specs call out for a thin set application of the 12x24 restroom floor tile. It appears that per the enlarged restroom floor plan on detail A/A4.0 the floor is to slope to the drains located next to the walls. Please verify this is correct as installing the 12x24 tile in the thin set method. This will cause the floor to have a lot of "lippage" or verify the floors be installed without the sloping. Response/Clarification: Restroom floors will slope to trench drain. See A/A4.0 for location and reference detail 16/A5.3. 7. SHEET A-4.1 A. RFI: Also, please confirm. Note 18 on Detail 8/A4.1 indicates there is a suspended ceiling CL-4 in the same location as the pipe grid shovra in the electrical drawings. Please confirm the height/location of this grid in relation to the pipe grid. Response/Clarification: Keynote 18 revised to keynote 35 on drawing 8/A4.1. B. RFI: Is the indoor ducting above the platform & seating exposed? Is this ducting to be insulated with 1" liner? Response/Clarification: Yes some of the indoor ductwork is exposed at the truss level and yes it does require 1" liner. All exposed ductwork in the space is to have 1" lining and not be wrapped vs^th insulation. Reflected ceiling legend updated on sheet A1.4. 8. SHEET A-5.2 A. RFI: - Refer to Sheet A1.4 keynote #8. Keynote #8 on A1.4 refers to detail 16/A5.2 however the detail does not exist. Please verify if keynote #8 is to be eliminated. Response/Clarification: Operable partition track detail moved from 12/A5.2 to 16/A5.2. B. RFI: Detail 10/A5.2 refers to 8/A5.4 for the base detail however 8/A5.4 is a "tile to concrete" transition. Please clarify. Response/Clarification: - Detail reference changed to 11/A5.4 9. SHEET A-5.3 A. RFI: Detail 1/A5.3 references details on sheet A5.5 however sheet A5.5 is not part of the set. Please clarify. Response/Clarification: Detail references coordinated. 2150 West Washington, Suite 303, Son Diego, California 92110 Tel 619692.9393 Fax 619692.9394 domusstudio.com QA7.0 Proiect FilsAlOl 8 c3 Church\7 03 Controctor\7.3 03 Bid, 4 Coili\7 3.3 03 Addendum\2011.01.07_Add8fidun>01\201 1.01 07 • c3 • Addendum #01 doc Dominy4-Associates Architects ©domusstudio LLP 10. SHEET A-6.0 A. RFI: The roof area detail R1/A6.0 calls for new R-30 (10") batts installed into 2x6 (5.5") subpurlins and covered with 5/8" drywall. The 10" R-30 batt cannot be compressed or it will loose R-value to an R-2I. With that in mind it would be better to install an R-21 (5.5") fiberglass batt in the joist and cause compression problems. The alternative is to fur down the 2x6 joist to fit the R-30 batt. Response/Clarification: R1/A6.0 revised to show R-21 insulation. Roof assembly will achieve an R-30 value with the acoustical fiber board. B. RFI: The roof area detail R1/A6.0 also calls for 2" acoustical rigid fiberglass board insulation. Is the material to be faced with a FSK facing or left exposed unfaced? Is there a particular density requirement. Response/Clarification: Install Johns Manville 2" Permacote Linacoustic R-300 with minimum 8.7 R-value or equivalent. No foil scrim kraft (FSK) facing required. Exposed underside surface to be black. 11. SHEET A-6.1 A. RFI: Please provide a structural detail for the header shown above the operable window D to support the track. In addition, structural jambs and/or a frame may also be required. Please advise. Response/Clarification: pending 12. SHEET A-7.0 A. RFI: What is the finish of the tread and riser for the step going up to the assembly 107 platform? Response/Clarification: Refer to updated detail 16/A5.4 B. RFI: What is the finish of the treads and risers for the stairs to the mezzanine? Response/Clarification: For lobby stair risers refer to keynote 45 on sheet A4.1, particle board is the finish material; for lobby stair treads refer to keynote 21 sheet A4.1 and spec, section 09 06 00, Cabinets: AC-1 C. RFI: Is the majority of the floor finish in room 111 CO-1, or is the intent for the majority field color to be CP-1 in this room? Response/Clarification: Note CO-1 omitted from meeting room 111. Field floor finish to be CP-1. See notes for revised footing schedule and plan for locations. Steel frame elevations updated. New sheet added. Steel frame elevations with revised member sizes. 13. SHEET S-1.0 14. SHEET S-2.0 Project Manual: 1. SECTION 00 22 13: A. Article 7: Are you requiring 100% performance and payment bonding? Response/Clarification: - Yes. However, we may elect not to execute them. Contractors need lo demonstrate/prove the ability to provide these bonds and costs. 2. SECTION 00 73 00-3: A. RFI: Can a copy of the contract be made available for review? There are sections that reference AIA 101 and liquidated damages however no amount is specified (see spec, page 00 73 00-3) section 3.10.1.2 of the contract. 2150 West Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fax 619692.9394 domusstudio.com a:\7 0 Pro|octFil9,\1018 c3 Church\7 03 ContraCor\7.3.03 Bid, 4 Co,ti\7.3 3 03 Addondum\2011 01 07_Addofdunv01\2011.01 07 - c3 - Addendum #01.doc Dominy4-Associates Architects ©domusstudio LLP Response/Clarification: We are expecting to use AIA 101-2007 stipulated sum owner/contractor agreement. Reference to section 3.10.12 is removed from the project manual (Spec. Section 00-73-00-3) Please note that although liquidated damages will not be required, completion time is critical. The contractor's ability to meet the owner's desired deadline is a criteria for selection. Refer to Spec. Section 00-11-16 invitation to bid letter of the project manual. 3. SECTION 01 21 00: A. Section 01 21 00:2.1.3 calls for the contractor to carry a $35,000 allowance for hardware. Is this allowance for material and installation labor? Response/Clarification: pending 4. SECTION 07 50 00-MEMBRANEROOFING: A. RFI: Please verify if there is an existing roof warranty in place and if a specific roofer must be used to maintain the warranty. If so, please provide the name and contact information for the roofer. Response/Clarification: Awaiting response from owner, will forward to all bidders once the information becomes available. B. RFI: No roofing specification is provided. Note 3 on A1.3 indicates the existing roof is 4 ply built-up roofing, however the roofing details (17,18, 19/A5.3) indicate the roof to be single-ply PVC - Sarnafil. Is the existing built-up roofing (BUR) to be removed and replaced with Sarnafil? If not, please provide revised roofing, flashing, mechanical curb details. Response/Clarification: - Existing BUR (4 ply) is to remain, refer to updated details 17, 18, 19/A5.3 5. SECTION 23 03 00 - HEATING. VENTILATING. AND AIR CONDITIONING SYSTEMS: A. RFI: Didn't see Register Schedule on the plans. Do they have specific type supply & return registers in mind? The specifications call out the supply and return registers. Response/Clarification: Refer to Specification Section 23 03 00 Paragraph 2.10. B. RFI: Are they steadfast on belt-drive for the 4 exhaust fans? Can get much better price on Direct Drive fans with adjustable speed control that will provide the required cfm. Response/Clarification: Provide belt drive as indicated. C. RFI: The dimensions for the roof-top ductwork are inside finished dimensions, correct? (so the 36x36 duct will be 40x40 finished outside) Response/Clarification: The rooftop ductwork as well as all the ductwork is inside show inside finished dimensions. A 36"X36" duct on the roof with 2" liner will be 40"X40" outside finished. SUBSTITUTION REOUESTS: H. RFI: Substitution request for lightweight concrete. Response/Clarification: See attached substitution request, approved as noted. 2150 W»st Washington, Suite 303, Son Diego, California 92110 Tel 619.692.9393 Fax 619692.9394 domusstudio.com Q;\7.0 Project FileiMOlB c3 Church\7 03 Controctor\7.3.03 Bid, 4 Co,ti\7 3 3 03 Addendum\3011 01.07>ddendunvOt\2011.01 07 - c3 • Addendum #01 doc Dominy 4-Associates Architects © domusstudio LLP GENERAL: A. B. D. RFI: Can you tell me who is bidding this job. Response/Clarification: See attached for c3 Church Bid List. RFI: What is the expected time frame for selection of the General Contractor once bids are received? Response/Clarification: See invitation to bid letter Section 00 11 16. RFI: When do you expect to have Building Permits from the City? Response/Clarification: Project currently under 1st plan check review. RFI: Will there be an interview process for award? Response/Clarification: We are not expecting to hold one at this time. E. RFI: Do you have a budget number range of where you think the project should come in at? Response/Clarification: - Precise project budget was not established. Contractors should be prepared to credit the savings from deduct alternates to the owner. F. RFI: Please verify if there is a soils report available for the project. Response/Clarification: The owner has only provided the attached Environmental Screening Report at this time. G. RFI: Can you send me the specs for the security side of this project? Is there a need for a standing guard? Response/Clarification: Although at this time there is not a final spec in place for security, it is the owner's intention to provide surveillance key fob at the following doors: 106B, 107D, 108,109,114B, 126. In addition it has been considered to install security cameras in Rooms 102, 108, 111, 112, 113, 114. Consideration of exterior security cameras is pending. At this moment there is no need for a standing guard. H. RFI: Drawing E3.1 indicates we are to include conduit as required by the AV drawings. We did not receive any AV drawings or conduit requirements as part of the contract drawings/bid package Response/Clarification: Please see AV drawings attachment to this addendum 1 Attachments: 1. c3 Church Bid List 2. Substitution Request - Lightweight Concrete 3. Environment Screening Report 4. Architectural Sheets - AO.l, Al.l, A1.4, A4.0, A4.1, A5.2, A5.3, A6.0, A7.0 5. Structural Sheets-Sl.O, S2.0 6. AV Drawings - Lighting, Floor Boxes, Projector Installation, Power AV Power - Power Requirement Summary 7. Specification Sections - 00 73 00 included 00 22 13 pending editing 03 33 16 pending editing End of Addendum 01 2150 West Washington, Suite 303, San Diego, California 92110 Tel 619.692.9393 Fax 619692.9394 domusstudio.com Q:\7.0 Project FileiMOl a c3 Church\7.03 Contrador\7 3 03 Bid, 4 Co>t»\7 3 3.03 Addendum\2011 01 07>ddondum-01\2011 01 07 - c3 • Addendum #0! doc BAPTISTRY SPECIFICATIONS 1.0 GENERAL 1.1 DESCRIPTION A. Baptistry shall be prefabricated of fiberglass reinforced polyester as manufactured by Superior Fiberglass, Inc., Model # . B. Baptistry shall be equipped with Accessory Package # with a 5.5 or IIKW heater. 1.2 QUALITY ASSURANCE Manufacturer Qualification: Manufacturer shall have been regularly engaged in the manufacture of FRP baptistries for a minimum of ten years and shall have a history of successfiil perfonnance. 1.3 SUBMITTALS Submit manufacturer's specifications, product data, shop drawings, and color samples upon request, prior to fabrication of unit. 1.4 DELIVERY, STORAGE, and HANDLING A. Owner or contractor shall provide sufficient labor and equipment to unload product(s) upon delivery. B. Once delivered, the product(s) should be handled with proper equipment and stored in such a way as not to cause damage to the unit(s). 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS Superior Fiberglass, Inc., P.O. Box 1989, Jacksonville, TX 75766 Telephone: 800-527-8438 Fax: 903-586-7547 2.2 MATERIALS A. Fiberglass reinforced polyester shall have properties within the following ranges: Flexural Strength ASTM D-790 18,000 - 29,000 psi Tensile Strength ASTM D-638 10,000 - 14,000 psi Compressive Strength ASTM D-695 18,000 - 27,000 psi B. Unit shall be adequately reinforced to prevent warping and buckling of surface panels with adequate strength to withstand the imposed loads with minimal deflection when filled. C. Finish: Unit shall have a smooth, UV resistant, high gloss polyester gel-coat finish. Unit shall be in color. 3.0 EXECUTION 3.1 INSTALLATION Installation shall be performed by an experienced contractor according to manufacturer's instructions. 3.2 WARRANTY The manufacturer shall provide a written five (5) year limited warranty against defects in material or workmanship. DO > •D H (fi C/) TJ m o o o SUPERIOR FIBERGLASS. INC, P.O. Box 1989 Jacksonville, TX 75766 800-527-8438 or FAX 903-586-7547 w^ww. superiorfiberglass. com Page 1 ofl BUILDING PLANCHECK BUILDING PLANCHECK Development Services ^55^ CITY OF CHECKLIST Land Development Engineering 1635 Faraday Avenue CARLSBAD E-36 760-602-2750 www.carlsbadca.gov i DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: _ PLANCHECK NO.: B/F C 3 CJUOCAU-^ SW (0-09 1/ ASSESSOR'S PARCEL NUMBER: 2>/ 5 ^ <3 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to ensure continued confonnance with applicable codes. • Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. O A Right-of-Way permit is required prior to construction of the following improvements: DENIAL By: Tease \see the attached list of outstanding issues marked with Ma/ke necessary corrections to plans or specifications for iigrpptiance with applicable codes and standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Onlv the applicable sheets have been sent. By: By:. By . By . Date: Date:. Date:. Date: FOR OFFICIAL USE ONLY NG AUTHORiZATION TO ISSUE BUILDINi Date: laPE^IT: J ATTACHMENTS • Engineering Application • Dedication Checklist • Improvement Checklist • Neighborhood Improvement Agreement • Grading Submittal Checklist • Reference Documents • Right-of-Way Permit Application and Info Sheet • Storm Water Applicability Checklist/Storm Water Compliance Exemption Form Name: email: Phone: ENGINEERING DEPT. CONTACT PERSON KATHLEEN LAWRENCE City of Cadsbad Kathleen.lawrence@carlsbadca.gov 760-602-2741 Fax: 760-602-1052 NOTE: If there are retaining walls associated with your project, please check with the building department if these walls need to be pulled by separate RETAINING WALL PERMIT. E-36 Page 1 of 7 REV6A30/10 • 3' • RD SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North arrow G. Driveway widths B. Existing & proposed structures H. Existing or proposed sewer lateral C. Existing street improvements 1. Existing or proposed water service D. Property lines (show all dimensions) J. Existing or proposed irrigation service E. Easements K. Submit on signed /approved plans: F. Right-of-way width & adjacent streets DWG No. 2. Show on site plan: A. Drainage patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". B. Existing & proposed slopes and topography C. Size, type, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's parcel number C. Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMIT NUMBER DESCRIPTION Lot/Map No. Subdivision/Tract: Reference no(s): E-36 Page 2 of 7 REV 6/30/10 DISCRETIONARY APPROVAL COMPLIANCE .^ST 3RD —_____—e^^—^^—— • • 4a. Project does not comply with the following engineering conditions of approval for project no._ • • •4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS • • • 5. Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for ali new buildings and for remodels with a value at or exceeding $ 17.000.00 . pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: Dedication required. Please have a registered civil engineer or land surveyor prepare the appropriate legal description together with an 8 V-i x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of building permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application fonn with the required checklist Items and fees to the engineering department in person. Applications will not be accepted by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D D D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: E-36 Page 3 of 7 REV W3O/IO .| ST 3RD D • D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: D D D 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the engineering department. Neighborhood Improvement Agreement completed by: Date: n D n 6d. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the citv inspector prior to occupancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16 of the Municipal Code. • • • 7a. Inadequate information available on site plan to make a detemiination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. • 7b. Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. O 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector. The inspector will then provide the engineering counter with a release for the building permit. • O • 7d. No grading permit required. MISCELLANEOUS PERMITS • • • 8. A RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: E-36 Page 4 of 7 REV 6rao/io • • ND 3 • RD INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carisbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carisbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. • • • • • • • • • • • • • • 10a. 6 10b. • 10c. • • • • • • • • STORM WATER Construction Compliance Project Threat Assessment Form complete. Project Threat Assessment Form incorrectly completed. Requires Tier 1 Storm .Water Pollution Prevention Plan. Please complete attached form and retum ,( SUil'O^) C(>^/lMJt4^Jlrr^^cy C^^^^ Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tie(r2 SWPPP, payment of processing fee and review by city. lOd. • • • 10j. • • • Post-Development (SUSMP) Compliance 10e. Storm Water Standards Questionnaire complete. lOf. Storm Water Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. lOg. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. lOh. Disconnect discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas. See SUSMP. 101. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. Trash storage areas must be designed per city standards (GS-16) to avoid contact with storm runoff. 10k. Project is subject to Priority Development Project Requirements. 101. Prepare and submit a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by city. 10m. Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit. E-36 Page 5 of 7 REV 6/30/10 :equired fees have been entered in building permit Drainage fee applicable Added square feet Added square footage in last two years? yes no Permit No. Pennit No. Project built after 1980 yes no Impervious surface > 50% yes no Impact unconstructed facility yes no • Fire sprinklers required yes no (is addition over 150' from center line) Upgrade yes no • No fees required WATER METER REVIEW • • • 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the city will not accurately bill the owner for the water used. • Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a Tmeter. NOTE: The connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. • For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be YA. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. D D D 12b. Irrigation Use (where recycled water is not available) M irrigation meters must be sized by the landscape architect based on the flow demand In gallons per minute (gpm) for the area to be irrigated. The minimum size meter(s) shall be capable of supplying the peak irrigation water demand determined. • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "1", and potable water is typically a circled "W". E-36 Page 6 of 7 REV 4/30/10 If the improvement plans do not list the irrigation meter and the service/meter wili be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case in'igation demand (largest zone with the farthest reach). Typically the planning department landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve) Total sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 2ND 3RD • • • 12c. irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the imgation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street on which the recycled water is there, but is not live (they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If recycled water is eventually supplied to the service connection and meter within one year of the original application for Water meter Pennit, the customer must prepare and submit the San Diego County Water Authority's "Capacity Charge Refund Request" form to CMWD for verification to request the connection fee refund. 13. Additional Comments: E-36 Page 7 of 7 REV 4/30/10 • • ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: Prepared by: /^Jl^ Date: // '/'/// BIdg. Permit No. (^^/O — Checked by: Date: EDU CALCULA TIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: // d^O EDU's: Types of Use: Types of Use: Types of Use: Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Unlts: EDU's: EDU's: EDU's: APT CALCULA TIONS: List types and square footages for all uses. Types of Use: ^^/M^CA^ Sq. Ft./Units: -r-Types of Use: Types of Use: Types of Use: Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: 1^1 f(m X/^ ADT's: /_// ADT's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: • YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) • NO • 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT FEE/UNIT:, NO. UNITS: • 2. TRAFFIC IMPACT FEE ADT's/UNITS: 111 X FEE/ADT: • 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: X FEE/ADT: • 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: • 5. SEWER FEE EDU's: , BENEFIT AREA : EDU's: ZONE: X FEE/SQ.FT./UNIT: it /09(j2 "fU-j^ • 6. DRAINAGE FEES PLDA_ ACRES: X^^KE^^U: ^ 73 HIGH /MEDIUM FEE/AC: • 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F:\KATHY\KATHY\MASTERSU=EE CALCULATION WORKSHEET.dac2008.(toc Rsv. 7/14X10 TJ D) 70 m < OOO-J-OH >OCXOI id^25ni ->so X m -I— „ iioii ii I > 30 - o TJ rn m w > _ , m S o S O I- 0 r; S Iil m O S ^ m -H Z -nmmi g N M ^; NI m M m m to H 0) 7 3- I 2:1 B> s. a a o » 3 a i.a 5" 5 0" Ifl a S 2. &S - ffl a; a' ^ S. = S ? 8 5a. i "So mas S'O o i-Si. s e 3 III 2 •< a 3 0 ^ >o o m ;o CO 71 m 5o9 locO 220 TO •0 m •n O Tt s h 01 uT 9 n O Ul < o I IM 3 Ul A -n 3 lU •4' u ni Q. 3 01 OQ >g 3 —. C 3 D < o o 3 n n T3 DI ta a M a 71 m < |5< is 3 3 !• 3 CD gt II S SI D) O li B TJ lt O O 3. OE: 0 o ^ 3 1 3 3. m a o CO S 1^ 13 SL ^1 §1 ffl .2.100 91 Si Q. 3 0) 0) CQ (b g 0) S ::^ <" "S D M a o < 3 B - 3 n g. tD s (9 O. -1 fl> a, S-; O Q 3 n a. -< m CD I" ffl 3 5" O ffl ffl " •'^» S ~ ffl Tl " O 3- S"!- d » § 3 s a " 3-n ^ 5 ffl 2.01 o 5 Xa.sr o 01 C == 2, 3 i 8 aog Of - » S 2 < £3- «e. 8? i-5§ 15i= 3T3 •« S g „ a CO » fi Og- * — U (B (0 O O - S ^ O O S 3 g . w o g; a H Q O ffl yO . 01 am 3 S OL is ffl \ \ \ Best Management Practice (BMP) Description 1 other (list): 1 Site Access Across Dirt | Dewatering 1 l/Hazardous Substance Use/Storage ' Equipnuenl Maintenance and Fueling fStaging/Lay Down Area 1 [Waste Disposal 1 > eg c 1 1 i o a-1 Conduit/Pipe Installation 1 r Paving 1 r Concrete flatwork 1 ' Concrete/Asphalt Saw .cutting 1 Drilling/Boring 1 1 Stockpiling 1 i Trenching/Excavation | 1 Grading/Soil Disturbance 1 CASQA Designation ^ Construction Activity Best Management Practice (BMP) Description EC-7 Geotextiles & Mats X EC-8 Wood Mulching EC-9 Earth Dikes and Drainage Swales EC-11 Sk>pe Drains X SE-1 Slit FeiKe SE-3 Sediment Trap SE-* Check Dam \ SE-6 Fiber Rolls SE-6 Gravel Bag Berm SE-7 Street Sweeping and Vacuuming SE-8 Sandbag Ban'ler K SE-10 Storm Drain Inlet Protection TR-1 Stabilized Constmction Ingress/Egress TR-2 Stabilized Construction Roadway NS-1 Water Conservation Practices NS-3 Paving and Grinding Ooerafions NS-7 Potable Water/Irrigation I^IS-8 VehKle and Equipment Cieanino > WM-1 Material Delivery and ?« WM-2 Material Use WM-3 Stockpile Management < WM-4 Spill Prevention and nnntrni WM-S Solid Waste ManflnAmAnt X WM-e Hazardous Waste MannoRmAnt WM-3 Concrete Waste MannnfimRnt ni 3 » 00 o S3 w o 3 o o 3 I 00 « 3 3 — CO U 3 i| si fi) tn 2 IO 3 o P3 §1 % u ED ^CARLSBAD CITY OF Memorandum January 11, 2011 To: Shelley Glennon, Project Planner From: Steve Bobbett, Project Engineer Jj^ Via: Glen Van PeskI, Senior Civil Engineer Re: PROJEa ID: CD 10-18; Associated Project ID: CUP 10-09 PROJECT NAME: CHRISTIAN CITY CHURCH APN: 213-263-16 FIRST COIVIPLETENESS AND ISSUES REVIEW Land Development Engineering has completed a review of the above-referenced project for the application's completeness and for engineering issues of concern. The application and plans submitted are complete as submitted. We have no engineering conditions regarding this application. Below we have listed engineering comments that the applicant should be made aware of. ENGINEERING COIVIiVIENTS: 1. The building plans should address the removal and reconstruction of the parking area and the routing of parking lot drainage to the existing curb inlet. If you or the applicant has any questions, please either see or contact me at 760-602-2747 or via e-mail at steve.bobbett@carlsbadca.gov. Steve Bobbett Associate Engineer Land Development Engineering Cc: Glen K. Van Peski, P.E., Senior Civil Engineer Linda Ontiveros, Engineering Technician Kathy Lawrence, Engineering Technician II Attachment: CD 10-18 exhibit submitted Dec 30, 2010 Community & Economic Development 1635 Faraday Ave. I Carlsbad, CA 92008 I 760-602-2710 I 760-602-8560 fax I www.carlsbadca.gov CITY OF CARLSBAD PLANNING DEPARTMENT £j(f ^(j/^ T) REQUEST FOR CONDITIONS ^ DATE: NOVEMBER 18. 2010 FINAL REVISED PLANS INaUDED Fl TO: Kl LAND DEVELOPMENT ENGINEERING-TERIE ROWLEY S^Uyvi^ J^hJ^yiM-' • POLICE DEPARTMENT-J. SASWAY • FIRE DEPARTMENT-JAMES WEIGAND • BUILDING DEPARTMENT - WILL FOSS • RECREATION - MARK STEYAERT n LANDSCAPE PLANCHECK CONSULTANT - PELA • PARKS/TRAILS - LIZ KETABIAN n M & O - CMWD - STEVE PLYLER •ALWAYS SEND EXHIBITS FROM: PUNNING DEPARTMENT REQUEST FOR CONDITIONS ON PROJECT NO(S): CUP 10-09 PROJECTTITLE: CHRISTIAN CITY CHURCH APPLICANT: HOWES, WEILER & ASSOCIATES Please review and submit written conditions to the PLANNING TRACKING DESK in the Planning Departmental 1635 Faraday Avenue, bv 11/24/10. If you have "No Conditions", please so state. Please note that time is of the essence, as the staff report preparation has begun. If you have any questions, please contact Shelley Glennon. at 602-4625. THANK VOU // , »' / / COMMENTS: uA^/Ay . Ah ,<3^>^^>>^^/^W>V^;M^ Signature Date c: File Request for Conditions 3/10 STORM WATER Development Services Engineering Department CITY OF STANDARDS Development Services Engineering Department CITY OF QUESTIONNAIRE 1635 Faraday Avenue CARLSBAD E-34 760-602-2750 wvt/w.ca risbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria: YES NO 1. Housina subdivisions of 10 or more dwellina units. Examoles: sinale family homes, multl-familv homes, condominium and apartments 2. Commercial - areater than 1-acre. Anv develoDment other than heavv industry or residential. Examples: hospitals: laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. v/ 3. Heavv Industrial / Industry- areater than 1 acre. Examples: manufacturina olants. food orocessina olants. metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shoo. A facility cateaorized in anv one of Standard Industrial Classification (S\C) codes 5013. 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Anv facility that sells oreoared foods and drinks for consumption, includinq stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. l/ 6. Hillside develooment. Any develooment that creates 5.000 souare feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. 7. Environmentallv Sensitive Area (ESA)\ All develooment located within or directiv adjacent^ to or discharalna directly* to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of Imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8. Parkina lot. Area of 5.000 sauare feet or more, or with 15 or more oarkina soaces. and potentiallv exposed to urban runoff 9. Streets, roacfe. hiahwavs. and freewavs. Anv oaved surface that Is 5.000 sauare feet or areater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and areater than 5.000 sauare feet 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and f1^ creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Proiect results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project^. 1 Environmentally Sensitive Areas Include but are not limited to all Clean Water Act Section 303(d) Impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water tiodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent* means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides, in most cases linear pathway projects that are for infrequent vehicle use, such es emergency or maintenance access, or for pedestrian or bicycle use. are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to sun-Qunding pervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your praject is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 CARLSBAD CITY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) * If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? c. New sidewalk consbiiction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. if you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (l)create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box In Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. SECTION 3 Questionnaire Results: a My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box Address: Assessor's Parcel Number{s): Applicant Name: ', •/ / Applicant Title: Applicant Signature; , , /\^lIfL46l/ Date: V • • / ' • / E-34 Page 3 of 3 TWs Box lorpity Use Only City Concun'ence: By; YES Project ID: SET NO REV 3/23/10 STORM WATER • Development Services ^ CITY OF CARLSBAD COMPLIANCE ASSESSMENT B-24 Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type(s) of construction permit: cT^Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Decl< Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No r/ire^t Assessment Criteria dy project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because It meets the "no threat" assessment criteria on the City's Project Threat /Assessment Worksheet for Detenninafion of Construction SWPPP Tier . Levek My project does not meet any of the High, Moderate or Low Threat criteria described below. ireat Assessment Criteria ;ect does not meet any of the Significant or Moderate Threat criteria. Is not an exempt permit type (See list above) and the project one or more of the following criteria: Results in some soil disturbance; and/or Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). r/er2 - Moc/erate T/ireat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria descril)ed t)elow and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated constnjction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located wittiin 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Constnjction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Significant Threat Assessment Criteria My project Includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated constnjction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated constnjction staging, equipment storage, refueling and maintenance areas: or, • My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contribufing pollutants to nearby receiving waters by way of stomi water runoff or non-stonn water discharge(s). 77ef3 - a • I certify to the best of my Imowledge that the above checi<ed statements are true and correct. I understand and acknow/edge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) checic above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria In special circumstances where it can be shown that a lesser or higher Constmction SWPPP Tier Level is wan'anted. B-24 Project Address: Owner/Owner's Authorized Agent Name: Assessor Parcel No. 2 W '2^3-J(^ Owner/Owner's Aiithofized Agent Name:' Title; Page 1 of 1 Rev.03/09 • • • • • • • • • PLANNING DEPARTIVIENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 102522 Address 2716 Gatewav Road Planner Shellev Glennon Phone (760) 602- 4625 APN: 213-263-16-00 Type of Project & Use: Church Net Project Density: N/A Zoning: P-M General Plan: PL Facilities Management Zone: 17 CFD (in/out) #_Date of participation: Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: ^ Item Complete • Item Incomplete - Needs your action Environmental Review Required: YES IEI NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO • TYPE APPROVAL/RESO. NO. 6747 DATE Not yet approved PROJECT NO. CUP 10-09 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: If draft conditions are approved, the followino conditions of approval must be satisfied prior to buildinq permit issuance: CPA 6. 7.12. 15. 20 and 21 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO M CA Coastal Commission Authority? YES O NO ]El If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES Q NO (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:V^DMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: ^ • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines • • 1. Applicability: YES • NO lEI • • 2. Project complies: N/A • • • • ^ • K • K • (3b • • • • Zoning: Approved per PIP 05-06 1. Setbacks: 1J J Front: Interior Side: Street Side: Rear: Top of slope: Required. Required Required Required Required, 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: Required Required, Required Required Required Required Required Shown. Shown. Shown Shown Shown. Shown Shown. Shown Shown Shown Shown. Shown Spaces Required Shown 4. Height: 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments The coffee area is noted on the floor plan underneath the stairs but not illustrated on the detail cross j section. Please show the coffee area on the cross section shown on Pg A 4.2. 2. >// Please revise the number of fixed seats on the right section to 89 seats (not 86). 3. ) Y/Please revise the occupancy load for fixed seating to state 360 fixed seats not 357. 4. ) / Building permits cannot be approved until CUP 10-09 is approved and all applicable conditions of /approval are met. 5. )'* A consistency determination must be approved to redesign the parking area, add landscaping and to add an outdoor patio area over an existing walkway. Please include revised landscaping plans /with the consistency determination site exhibit. Please see condition no. 21. V All roof equipment must by architecturally integrated and concealed from view to the satisfaction of the Directors of Community Development and Planning. Please see condition of approval no. 12. Currently as proposed, the roof equipment is above the parapets. Your revision shall call out the color of equipment which shall match the color of the existing roof and must be redesigned to be /CO V A " *al no. 15 and __. . CTT^XJMPU I bK DATSJ^I ^ ^ 6.) 'concealed from public view 7.)V A Notice of Restriction an4-JoinL£a£l<mg Agreement issuance, Please see oondition ofappr lust be completed prior to building permit OK TO ISSUE AND ENTERED APPRC H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department BUILDING DEFf COPY Plan Review Requirements Category: TI, COMM Date of Report: 04-05-2011 Reviewed by: Name: Address: DAVID KEITEL 2150 W. WASHINGTON ST. #505 SAN DIEGO CA 92110 Permit #: CBl02522 Job Name: C-3 CHURCH: 11,080 SF SHELL TO Job Address: 2716 GATEWAY RD CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions; Cond: CON0004533 [MET] CITY OF CARLSBAD FIRE DEPARTMEN 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. ** Manufacturers data sheets and CA State Fire Marshals Office listing documents shall be provided prior to installation of fabric ceiling panels or wall panels ** ** The chair/occupant load numbers do not coincide with the actual seating diagram. Option 1. resubmit corrected plans to City showing correct number. Option 2. Submit a letter to the Carlsbad Fire Department explaining the revised occupant load number, revised exiting calculations and the revised seat count. ** Entry: 04/05/2011 By: GR Action: AP With CONDITIONS RECOMMENDATION FOR APPROVAL BLDG. DEPT COPY Page: 1 of 4 Daryl K. James & Associates, Inc. Checked by: Darvl K. James 205 Co//na Terrace Date: April 1, 2011 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: David Keitel JURISDICTION: Carisbad Fire Department PROJECT NAiVIE: C3 Church PROJECT ADDRESS: 2716 Gateway Rd. PROJECT DESCRIPTION: CBl 02522 11,080 sf. tenant improvement in never occupied building This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carisbad Fire Depart:ment. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. V PLEASE PROVIDE A COPY OF BUILDING DEPT. (ESGIL) COMMENTS COMMENTS T1.0 V Provide Scope of Work Deferred Submittal V 2002 Fire Sprinkler System CFC 902.1 V 2007 Fire Alarm System CFC 907.1.1 Building Data This review is based on the classification of an A-3. Verify occupancy classification is A-3. Performance stage verbiage indicates the possibility of an A-1. Number of stories: Please clarify is a mezzanine is proposed? If so, denote on plans. NO. NOT APPLICABLE V A proposed cafe is noted under occupancy classifications. Please denote the location on the Exiting plan and on the floor plan. COFFEE BREAK COUNTER T2.0 Commerciai Fire Note 1 V Revise as per comment on Sheet Tl .0 Deferred submittal. Mechanical/Plumbing Notes V 11. Revise CMC code section to 904.10.3 V 12, 14, 15, 17 & 22. Revise CMC code sections General Note 17 V Revise Energy Efficiency Stds. to 2008 California Energy Code. Existing Building - Delete. V Delete note stating existing building 7,168 stand non-sprinklered. This note is not applicable to this project. AO.l V Please clarify why this sheet is titled Campus Site Plan. Key Notes V 1. Campus Site Plan scale does not measure the existing fire lane at 24 ft. as indicated. V Provide key notes for 22-25 as indicated on site plan. Page 2 of 4 »» A0.2 Occupant Loads V Under occupant load, add the word factor for rooms 115-128. V Denote Occupant load signs in all assembly occupancies. V Denote occupancy located at the top of stairways above or adjacent to storage area 129. Is this a mezzanine area? If so, denote on Occupancy Loads Table. Coordinate building data on Sheet T1.0 and denote on floor plan, building sections and interior elevations. Not a mezzanine. N/A. V Denote exit width requirements in accordance with Section 1025 specific to assembly occupancies. V Remove reference to stage under contributing areas, revise exit width provided, (overhead rolling door is not an exit) Al.l V Please denote a match line to a floor plan that shows the area/room at the top of the stairway in the lobby. V Specify compliance with applicable requirements set forth in CBC Section 410 for the stage area. PLATFORM Panic hardware is required on all doors in the means of egress other than the main exit in compliance with 1008.1.8.3, Item 2. Address compliance with this 1008.1.8.3, Item 2 on the floor plan and on the door schedule. V The allowable keyed locking device is not allowed on any other door, other than the exit designated as the main exit. Justify the absence of panic hardware on doors 100B, 100C & 117. Doors V Denote reference to rated assembly details on sheets A5.3, A5.4 and ceiling assemblies on Sheet A6.0. V Remove reference to door 100c and provide a note that 100c has been removed. Fioor Plan Keyed Notes V 4, 12 & 20 Denote on floor plan. V 7. Please clarify the presence of bleacher seating in room 102. V 8. Please clarify the presence of bleachers in the area of 120 V 15 remove from floor plan if not used. V 16. Revise section reference to cbc 2007 edition. Floor Plan Notes Revise code references to 2007 CBC Sections. V 2. Provide reference to CBl025.11 for slip resistant ramp walking suri'ace. Stage or Platform V There are references to a stage throughout the plans. Please clarify if a stage or platform is proposed and denote compliance with applicable requirements set forth in CBC Section 410. A1.2 V Denote computation of aisle width requirements for stepped aisles in accordance with CBC 1025. V Please denote compliance with each CBC 1025 section applicable to means of egress in an assembly occupancy including, seating, but not limited to, required width of egress to a public way. V Please verify reference section for handrail distance, listed under aisle width calculations, in accordance with the 2007 cbc. A1.4 Reflected Ceiling Keyed Notes V Coordinate rated ceiling assemblies with Floor plan sheet All, rated assembly details on Sheets A5.3, A5.4 and ceiling assemblies on Sheet A6.0 A2.0 V Denote location and specification for address numbers. A4.1 Detail V 1/A4.1 Indicate if this is Assembly 107 or Sanctuary and if it is located on a mezzanine. This does not appear on floor plans. V Coordinate all materials listed under Keyed Notes with A7.0. A4.2 V Justify the absence of fire blocking under stairs. Page: 3 of 4 ' «« A5.1 Detail 17 V Provide UL listing for rated assembly. A5.3 Detail 10 V Coordinate with floor plan and reflected ceiling plan. A5.4 Detail 13 V Provide ICC-ES Evaluation Report, listing no. or CBC Table 720 Item No. for rated assembly of Typical 1-hour corridor. Detail 16 V Tread is 6 inches. Tread shall be a minimum 11 inches as per CBC 1009.3 and CBC 1025. A6.0 Wall Assemblies V Exterior 2-hr wall is N/R. Please clarify. ^/ Revise reference to CBC Table for the 1-hr stub interior wall assembly. Roof Assemblies V Denote Class A roof fire rating test assembly. A6.1 General Notes V 5 revise to reference 2007 CBC section (not NFPA 80) V 7 & 9. Revise to 2007 CBC Sections Door Schedule V Panic hardware is required on all doors in the means of egress other than the main exit in accordance with 1008.1.8.3, Item 2. Address compliance with this 1008.1.8.3, Item 2 on the floor plan and on the door schedule. V Provide panic hardware (remark f) on doors 100B 100C & 117. Door 117 provided with panic hardware. V 101 and 118. Clarify why doors has Panic Hardware and lockset. V 107A. Remove remark B and add remark A for 60 min. door. V 119-123. Add remark A V 107C. Remarks V A. Revise to 2007 CBC Sections Title 24 Notes V 6 & 7 Revise referenced 2007CBC Sections. Window Schedule V Provide corresponding details for Glass type (1, 2 and 3) V Detail references under Details are blank. A7.0 Finish Notes ^ 14 & 15 Revise to 2007 CBC & 2007 CFC Sections. V Provide a note stating that the burning characteristics, labels and/or California State Fire Marshal listings for finish and insulation materials will be made readily available to fire and building inspectors during field inspection. M1.0 General Notes V Revise code sections to 2007 codes. Page: 4 of 4 •r V M1.3 Details 2 & 3 V Provide California State Fire Marshal Listing that shows expiration date of June 30, 2011. Details removed N/A M2.0 V Denote Fire/Smoke Dampers on floor plan. No fire/smoke dampers on project E0.2 Notes V Add 90-minute minimum to all references to emergency battery pack. Light Fixture Schedule V Denote note symbols under applicable remarks column. E2.1 & E2.2 V Denote egress lighting equipped with emergency power in accordance with CBC Section 1006.3 and (See 2006 IBC Code & Commentary). V Add 90-minut6 minimum to all references to emergency battery pack. V Denote exterior lighting equipped with emergency power outside all exterior exits or provide a typical symbol. Coordinate with required revisions to floor plan and door schedule. Janet Altar From: Daryl [kitfire@sbcglobal.net] Sent: Tuesday, March 29, 2011 3:42 PM To: Brenda Wardwell Cc: Janet Altar; Raenette Abbey Subject: Re: c3 - Fire Plan Check Please see the following email message from my contact for CBl02522. Should this generate a PCR? It appears that changes to exiting are becoming too numerous. How would you suggest we proceed? My concern is that the Building & Fire plans are coordinated. Jhanks, in advance for you input, VaryCX. James VaryCX, James & JAssoc. Inc. 205 CoCina Terrace ytsta, CA 92084 760-724-7001 — On Tue, 3/29/11, Mike D'Ambrosia <mike.dambrosia(S)4oinusstudio.com> wrote: From: Mike D'Ambrosia <mike.dambrosia(a)domusstudio.com> Subject: c3 - Fire Plan Check To: kitfire(g),sbcglobal.net Cc: "David Keitel" <david.keitel@domusstudio.com> Date: Tuesday, March 29, 2011, 3:14 PM Daryl, Please see attached for a narrative to your outstanding comments and the revised sheets. Some new information came my way since we last talked that have been incorporated into the drawings. The following bullet points should get us all on the same page: - Raised platform area in Assembly room 107 is eliminated from project. - Door lOOA will remain as main entrance door. Note added to Al.l and keynote 26 also identifies door as main entrance. - Door lOOB is no longer and exit door or part of the egress path. The door is now a roll-up garage door. As a result this door does not require exterior egress lighting. -1 am still waiting on the revised sheet E2.1 that will show exterior lighting at door 117. This should address all the exterior egress doors. Let me know if you have any questions. I will follow up with a phone call. thanks mike d. domusstudio architecture Mike D'Ambrosia CORRECTION LIST 2 Page: 1 of 4 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Darvl K. James Date: March 20, 2011 BLDG. DEPT COPY APPLICANT: David Keitel JURISDICTION: Carisbad Fire Department PROJECT NAME: C3 Church PROJECT ADDRESS: 2716 Gateway Rd. PROJECT DESCRIPTION: CB102522 11,080 sf. tenant improvement in never occupied building This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS PLEASE ADDRESS ALL REMAINING COMMENTS WRITTEN IN BLUE FONT • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. • Please direct any questions regarding this review to: Daryl K. James • Corrected Plans, Response To Corrections, Following Each Comment On This Form. PLEASE PROVIDE A COPY OF BUILDING DEPT. (ESGIL) COMMENTS TO ENSURE EXPEDITED REVIEW, REVISIONS BE SUBMITTED DIRECTLY TO: DARYL K. JAMES 205 COLINA TERRACE VISTA, CA 92084 COMMENTS General - SIGN ALL SHEETS T1.0 V Provide Scope of Work Deferred Submittal V 2002 Fire Sprinkler System CFC 902.1 V 2007 Fire Alarm System CFC 907.1.1 Building Data N/ This review is based on the classification of an A-3. Verify occupancy classification is A-3. Performance stage verbiage indicates the possibility of an A-1. Number of stories: Please clarify is a mezzanine is proposed? If so, denote on plans. NO. NOT APPLICABLE V A proposed cafe is noted under occupancy classifications. Please denote the location on the Exiting plan and on the floor plan. COFFEE BREAK COUNTER T2.0 Commercial Fire Note 1 ^/ Revise as per comment on Sheet T1.0 Deferred submittal. Mechanical/Plumbing Notes V 11. Revise CMC code section to 904.10.3 V 12,14,15,17 & 22. Revise CMC code sections General Note 17 V Revise Energy Efficiency Stds. to 2008 California Energy Code. Existing Building - Delete. V Delete note stating existing building 7,168 sf and non-sprinklered. This note is not applicable to this project. Page 2 of 4 AO.l V Please clarify why this sheet is titled Campus Site Plan. Key Notes V 1. Campus Site Plan scale does not measure the existing fire lane at 24 ft. as indicated. V Provide key notes for 22-25 as indicated on site plan. A0.2 Occupant Loads V Under occupant load, add the word factor for rooms 115-128. V Denote Occupant load signs in all assembly occupancies. V Denote occupancy located at the top of stairways above or adjacent to storage area 129. Is this a mezzanine area? If so, denote on Occupancy Loads Table. Coordinate building data on Sheet T1.0 and denote on floor plan, building sections and interior elevations. Not a mezzanine. N/A. V Denote exit width requirements in accordance with Section 1025 specific to assembly occupancies. Change reference to stage, to reference to platform on exiting plan. A1.1 V Please denote a match line to a floor plan that shows the area/room at the top of the stairway in the lobby. V Specify compliance with applicable requirements set forth in CBC Section 410 for the stage area. PLATFORM Panic hardware is required on all doors in the means of egress other than the main exit in compliance with 1008.1.8.3, Item 2. Address compliance with this 1008.1.8.3, Item 2 on the floor plan and on the door schedule. The allowable keyed locldng device is not allowed on any other door, other than the exit designated as the main exit Justify the absence of panic hardware on Doors 100B, 100C & 117. Denote reference to rated assembly details on sheets A5.3, A5.4 and ceiling assemblies on Sheet A6.0. Floor Plan Keyed Notes V 4, 12 & 20 Denote on floor plan. V 7. Please clarify the presence of bleacher seating in room 102. V 8. Please clarify the presence of bleachers in the area of 120 V 15 & 26. Remove from floor plan if not used. 16. Revise section reference to CBC 2007 edition. Floor Plan Notes Revise code references to 2007 CBC Sections. V 2. Provide reference to CB1025.11 for slip resistant ramp walking surface. Stage or Platform V There are references to a stage throughout the plans. Please clarify if a stage or platform is proposed and denote compliance with applicable requirements set forth in CBC Section 410. A1.2 V Denote computation of aisle width requirements for stepped aisles in accordance with CBC 1025. Please denote compliance with each CBC 1025 section applicable to means of egress in an assembly occupancy including, seating, but not limited to, required width of egress to a public way. Please revise reference sections in accordance with the 2007 CBC. A1.4 Reflected Ceiling Keyed Notes V Coordinate rated ceiling assemblies with Floor plan sheet All, rated assembly details on Sheets A5.3, A5.4 and ceiling assemblies on Sheet A6.0 A2.0 V Denote location and specification for address numbers. A4.1 Detail V 1/A4.1 Indicate if this is Assembly 107 or Sanctuary and if it is located on a mezzanine. This does not appear on floor plans. V Coordinate all materials listed under Keyed Notes with A7.0. Page: 3 of 4 A4.2 V Justify the absence of fire blocking under stairs. A5.1 Detail 17 V Provide UL listing for rated assembly. A5.3 Detail 10 V Coordinate with floor plan and reflected ceiling plan. A5.4 Detail 13 V Provide ICC-ES Evaluation Report, listing no. or CBC Table 720 Item No. for rated assembly of Typical 1-hour corridor. Detail 16 V Tread is 6 inches. Tread shall be a minimum 11 inches as per CBC 1009.3 and CBC 1025. A6.0 Wall Assemblies V Exterior 2-hr wall is N/R. Please clarify. V Revise reference to CBC Table for the 1-hr stub interior wall assembly. Roof Assemblies V Denote Class A roof fire rating test assembly. A6.1 General Notes 5 /Revise fo 2007 CSC Section V 7 & 9. Revise to 2007 CBC Sections Door Schedule Panic hardware is required on all doors in the means of egress other than the main exit in accordance with 1008.1.8.3, Item 2. Address compliance with this 1008.1.8.3, Item 2 on the floor plan and on the door schedule. Justify the absence of panic hardware (remarl( F) on Doors 100B 100C &117. V 101 and 118. Clarify why doors has Panic Hardware and lockset. V 107A. Remove remark B and add remark A for 60 min. door. V 119-123. Add remark A Vl07C. Remarks V A. Revise to 2007 CBC Sections Title 24 Notes V 6 & 7 Revise referenced 2007CBC Sections. Window Schedule V Provide corresponding details for Glass type (1, 2 and 3) V Detail references under Details are blank. A7.0 Finish Notes V 14 & 15 Revise to 2007 CBC & 2007 CFC Sections. V Provide a note stating that the burning characteristics, labels and/or California State Fire Marshal listings for finish and insulation materials will be made readily available to fire and building inspectors during field inspection. M1.0 General Notes V Revise code sections to 2007 codes. Page: 4 of 4 M1.3 Details 2 & 3 V Provide California State Fire Marshal Listing that shows expiration date of June 30, 2011. Details removed N/A M2.0 V Denote Fire/Smoke Dampers on floor plan. No fire/smoke dampers on project E0.2 Notes V Add 90-minute minimum to all references to emergency battery pack. Light Fixture Schedule V Denote note symbols under applicable remarks column. E2.1 & E2.2 V Denote egress lighting equipped with emergency power in accordance with CBC Section 1006.3 and (See 2006 IBC Code & Commentary). V Add 90-minute minimum to all references to emergency battery pack. Denote exterior lighting equipped with emergency power outside aU exterior exits or provide a typical symbol. Coordinate with required revisions to fioor plan and door schedule. CORRECTION LIST _ Page: 1of4 BLDG. DEPT COPY Daryl K. James & Associates, Inc. Checked by: Darvl K. James 205 Co//na Terrace Date: January 2. 2011 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: David Keitel JURISDICTION: Carisbad Fire Department PROJECT NAME: C3 Church PROJECT ADDRESS: 2716 Gateway Rd. PROJECT DESCRIPTION: CBl 02522 11,080 sf. tenant improvement in never occupied building This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carisbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS • Confections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descripftve narrative of corrections addressing all comments. • Please direct any quc^tf&ns regarding this review^o: Daryl. K. James • Corrected Blans, Response To Corrections, Following Each Comment On This Form. When Available Provide a Copy of Baildlhg Dept. (Esgil) Comments as soon as available. TO ENSURE EXPEDITED REVIEW, REVISIONS BE SUBMITTED DIRECTLY TO: DARYL K. JAMES 205 COLINA TERRACE VISTA, CA 92084 COMMENTS General - Sign professional stamps on all sheets T1.0 Provide Scope of Work Deferred Submittal Fire Sprinkler System CFC 902.1 Fire Alarm System CFC 907.1.1 Building Data This review is based on the classification of an A-3. Verify occupancy classification is A-3. Performance stage verbiage indicates the possibility of an A-1. Number of stories: Please clarify is a ttl^^Si0 is proposed? If so, denote on plans. A proposed cafe is noted under occupancy classifications. Please denote the location on the Exiting plan and on the floor plan. T2.0 Commercial Fire Note 1 Revise as per comment on Sheet T1.0 Deferred submittal. Mechanical/Plumbing Notes 11. Revise CMC code section to 904.10.3 12, 14, 15, 17 & 22. Revise CMC code sections General Note 17 Revise Energy Efficiency Stds. to 2008 California Energy Code. Existing Building - Delete. Delete note stating existing building 7,168 sf and non-sprinklered. This note is not applicable to this project. Page 2 of 4 AO.l ' Please clarify why this sheet is titled Campus Site Plan. Key Notes 1. Campus Site Plan scale does not measure the existing fire lane at 24 ft. as indicated. Provide key notes for 22-25 as indicated on site plan. A0.2 Occupant Loads Under occupant load, add the word factor for rooms 115-128. Denote Occupant load signs in all assembly occupancies. Denote occupancy located at the top of stainways above or adjacent to storage area 129. Is this a mezzanine area? If so, denote on Occupancy Loads Table. Coordinate building data on Sheet TIO and denote on floor plan, building sections and interior elevations. Denote exit width requirements in accordance with Section 1025 specific to assembly occupancies. A1.1 Please denote a match line to a floor plan that shows the area/room at the top of the stairway in the lobby. Specify compliance with applicable requirements set forth in CBC Section 410 for the stage area. Panic hardware is required on all doors in the means of egress other than the main exit in compliance with 1008.1.8.3, Item 2. Address compliance with this 1008.1.8.3, Item 2 on the fidor plan and on the door schedule. Denote reference to rated assembly details on sheets A5.3, A5.4 and ceiling assemblies on Sheet A6.0. Floor Plan Keyed Notes 4,12 & 20 Denote on floor plan. 7. Please clarify the presence of bleacher seating in room 102. 8. Please clarify the presence of bleachers in the area of 120 15 & 26. Remove from floor plan if not used. 20. Revise section reference to CBC 2007 edition. Floor Plan Notes Revise code references to 2007 CBC Sections. 2. Provide reference to CB1025.11 for slip resistant ramp walking surface. Stage or Platform There are references to a stage throughout the plans. Please clarify if a stage or platform is proposed and denote compliance with applicable requirements set forth in CBC Section 410. A1.2 Denote computation of aisle width requirements for stepped aisles in accordance with CBC 1025. Please denote compliance with each CBC 1025 section applicable to means of egress in an assembly occupancy including, seating, but not limited to, required width of egress to a public way. A1.4 Reflected Ceiling Keyed Notes Coordinate rated ceiling assemblies with Floor plan sheet All, rated assembly details on Sheets A5.3, A5.4 and ceiling assemblies on Sheet A6.0 A2.0 Denote location and specification for address numbers. A4.1 Detail 1/A4.1 Indicate if this is Assembly 107 or Sanctuary and if it is located on a mezzanine. This does not appear on floor plans. Coordinate all materials listed under Keyed Notes with A7.0. A4.2 Justify the absence of fire blocking under stairs. A5.1 Detail 17 Provide UL listing for rated assembly. Page: 3 of 4 A5.3 . Detail 10 Coordinate with floor plan and reflected ceiling plan. A5.4 Detail 13 Provide ICC-ES Evaluation Report, listing no. or CBC Table 720 Item No. for rated assembly of Typical 1-hour corridor. Detail 16 Tread is 6 inches. Tread shall be a minimum 11 inches as per CBC 1009.3 and CBC 1025. A6.0 Wall Assemblies Exterior 2-hr wall is N/R. Please clarify. Revise reference to CBC Table for the 1-hr stub interior wall assembly. Roof Assemblies Denote Class A roof fire rating test assembly. A6.1 General Notes 5, 7 & 9. Revise to 2007 CBC Sections Door Schedule Panic hardware is required on all doors in the means of egress other than the main exit in accordance with 1008.1.8.3, Item 2. Address compliance with this 1008.1.8.3, Item 2 on the floor plan and on the door schedule. 101 and 118. Clarify why doors has Panic Hardware and lockset. 107A. Remove remark B and add remark A for 60 min. door. 119-123. Add remark A 107C. Add remark F. Add remark F to all doors in the means of egress other than the main exit. Remarks A. Revise to 2007 CBC Sections Title 24 Notes 6 & 7 Revise referenced 2007CBC Sections. Window Schedule Provide corresponding details for Glass fype (1, 2 and 3) Detail references under Details are blank. A7.0 Finish Notes 14 & 15 Revise to 2007 CBC & 2007 CFC Sections. Provide a note stating that the burning characteristics, labels and/or California State Fire Marshal listings for finish and insulation materials will be made readily available to fire and building inspectors during field inspection. M1.0 General Notes Revise code sections to 2007 codes. M1.3 Details 2 & 3 Provide California State Fire Marshal Listing that shows expiration date of June 30, 2011. M2.0 Denote Fire/Smoke Dampers on floor plan. E0.2 Notes Add 90-minute minimum to all references to emergency battery pack. Light Fixture Schedule Denote note symbols under applicable remarks column. Page: 4 of 4 E2.1 & E2.2 Denote egress lighting equipped with emergency power in accordance with CBC Section 1006.3 and (See 2006 IBC Code & Commentary). Add 90-minute minimum to all references to emergency battery pack. Denote exterior lighting equipped with emergency power outside all exterior exits or provide a tyfiical symbol. Curved Soffit with Curtain 3-5/8"x16 GA. DIA. d 4'-0" O.C. W/3-(|l10 TO STUD & 3-SDS 1/4x2-1/2 TO (E) SUB-PURUN ROOF ASSEMBLY PER SHEET A6.0 2-SDS 1/4x2-1/2 O EA. (E) SUB-PURUN (24" O.C.) (E) SUB-PURLIN OR 2x SOUD BLOCKING BTWN (E) SUB-PURUN CONT. 16 GA. TRACK W/ #10 SCREW EA. SIDE, TYP. 3-5/8M8 GA. O 16" O.C. - TYP 3-5/8"x18 GA. CL O 16" O.C. - CUT BTM FIANGE tt NOTCH O CONT. TRACK 3-# 10 SCREW EA. CJ & HANGER 13'-0-AF.F. CONT 16 GA. TRACK W/jjllO SCREW EA. SIDE ALUMINUM CURTAIN TRACK ALUMINUM 1300 SERIES TRACK SYSTEM W/ CARRIERS O 6" O.C. PROVIDE CIRCLE ALUMINUM CARABINERS O EVERY 6-0" OF t£NGTH CONTINUOUS 5/16" 15 GA. ALUMINUM WIRE COIL - BRITE PEARL GRAY BLACK-OUT ACOUSTICAL CURTAIN HEADER TO MATCH WALL THICKNESS - CONT. 16 GA. TRACK W/f|(l0 SCREW EA. SIDE r= r-0" u Dominy +AssoeiatM ArchHeeb e domusstudio 2150 West Wosliinglon, Suit* 303 Soti Diego, California 92110 Tel 619.692.9393 Fox 619.692.9394 domusstudio.com 1011111 CURVED SOFFIT WITH CURTAIN DWG 2 OF 4 PROJECT NO. 1018 DATE 06.13.2011 SCALE 1"=1'-0" ASI 012 • ROOF ASSEMBLY PER SHEET A6.0 Straight Soffit with Curtain FOR ITEMS NOT SHOWN SEE TYPICAL SOFFIT DTL UNE OF GIRDER BEYOND PAINT SOFFIT TO MATCH EXPOSED CDUNG AND STRUCTURE 16'.0'A.F.F. ALUMINUM CURTAIN TRACK ALUMINUM 1300 SERIES TRACK SYSTEM W/ CARRIERS O 6" O.C. PROVIDE CIRCLE ALUMINUM CARABINERS O EVERY 6"-0" OF LENGTH CONTINUOUS 5/16" 15 GA. ALUMINUM WIRE COIL - BRnt PEARL GRAY BLACK-OUT ACOUSTICAL CURTAIN 1"= r-0" Ooniiny+Anaciales ArdiiMctt 0 domusstudio 2150 WMt Washington, Suit* 303 Son Diego, Colifornio 92110 STRAIGHT SOFFIT WITH CURTAIN DWG 3 OF 4 Tel 619.692.9393 Fox 619.692.9394 domusstudio.com PROJECT NO. 1018 DATE 06.13.2011 SCALE 1" = r-0" CO u stuilio ASI 012 c CP fL4i I?>M. $r <^li2^'^C^^C' \^ 2,'3^,^^ ^ 4} 7- . - .2,8 /Mew '^/^ ^^"'^ <?/vJ ex^SrW^ Po^" -1:^ ^-5?»rV*C<3 L^bv( J 6 CD. V a m ^^^^ a/.s-f? -^-- ^/ IP 41 = 6 5- f>^f M^/^^€ ,5«>.A.- i-l-i- PiF P'^i^ 1 /F 2. f^e/v^"^^ rf^- ^0 ^o\L p^efoi^r rAe^ i^^-^A.^ Beam: /Wf Shape: 800S162-68 Material: A570_33 Length: 13 ft I Joint: NI J Joint: N2 LC 1: d+l Code Check: 0,766 (bending) Report Based On 97 Sections .673 at 0 ft fa ksi -.673 at 13 ft 14.813 at 6.5 ft -2.188 at 6.5 ft -14.813 at 6.5 ft -.318 at 6.5 ft MSI 01 ASD Code Check Max Bending Check 0.766 Location 6.5 ft Equation C5.2.1-2 R(c3.1.3) Not Used Fy Pn Tn Mn Vn Cb 33 ksi 18.028 k 27.588 k 4.77 k-ft 6.752 k 1 Lb KUr Sway Max Shear Check 0.160 Location 0 ft Max Defl Ratio L/490 Out Plane 1 ft 22.633 No In Plane 1 ft 4.121 No L Comp Flange 1 ft Tau b 1 WARNING: Detail Report Based On Less Than 10 Sections! Beam: M1 Shape: 1200S200-97 Material: A570_33 Length: 15.5 ft I Joint: NI J Joint: N2 LC 1: d+l Code Check: 0.688 (bending) Report Based On 5 Sections fa ksi 13.09 at 7.75 ft -13.09 at 7.75 ft 1.427 at Oft -1.427 at 15.5 ft k-ft -5.53 at 7.75 ft .267 at 7.75 ft AISI 01 ASD Code Check Max Bending Check 0.688 Location 7.75 ft Equation C5.2.1-2 R(c3.13) Fy Pn Tn Mn Vn Cb Not Used 33 ksi 34.03 k 55.341 k 13.415 k-ft 13.032 k 1 Lb KL/r Sway Max Shear Check 0.175 Location 0 ft Max Defl Ratio L/698 Out Plane 4ft 78.005 No In Plane 4ft 11.271 No L Comp Flange 4 ft Tau b 1 MAX CcUOlTi'l^ <L^pi? I.'^.l „ , I? U Lt. 2S^ DL ti. / s ^1,^-1''' - <::/ 23^ *^ 3,0 P&-'2^-^& F^I__J)Klo MSS ^^^^^^ 1 ^/ ^ I TitI? Block Une 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Une 6 Title: Dsgnr: Project Desc.: Project Notes: Job# ^—V Printed; 20 DEC 2010, 7:21PM Steel Beam Design File: C:\Users\chiu-chiOocufnetits\ENERCALC Data Fil8sV;lvistian city cliuich-e-25-2010.ec6 b ; ENEf^CALC, INC. 1983-2010. Var. 6.0.22, N;»724 | 1 Lie. #: KW-06004053 License Owner : CHIU-CHI CHEN Description : bm to support partition wall-Fb-3 Material Properties Calculations per IBC 2006, CBC 2007,13tti AISC Analysis Method: Allowable Stress Design Beam Bracing: Completely Unbraced Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Fy: Steel Yield: E; Modulus: 50.0 ksi 29,000.0 ksi D(0.143) Span = 29.50 ft W18X46 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Unifonn Load: D = 0.1430 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.382:1 Section used for this span WI 8X46 Mu: Applied 20.555 k-ft Mn / Omega : Allowable 53.819 k-ft Load Combination -i-D Locatfon of maximum on span 14.750ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Max Upward L+Lr+S Deflection 0.000 in Max Downward Total Deflection 0.157 in Max Upward Total Deflection 0.000 in Desiqn OK Maximum Shear Stress Ratio = Section used for this span Vu: Applied Vn/Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = O<360 Ratio = 0 <360 Ratio = 2252 Ratio = 0 <180 0.021 W18X46 2.787 130.32 -O 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Summary of Moment Values Span# M V Mmax + Mmax - Ma - Max Summary of Shear Values Mnx Mnx/Omega Cb Rm VaMax Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 29.50 ft 1 0.382 0.021 20.55 +0 Dsgn.L= 29.50 ft 1 0.382 0.021 20.55 Overall Maximum Deflections - Unfactored Loads 20.55 20.55 89.88 53.82 1.14 1.00 53.82 1.14 1.00 2.79 195.48 130.32 2.79 195.48 130.32 Load Combination Span Max. "-• Defl Location in Span Load Combination Max."+" Defl Location in Span DOnly 1 0.1572 14.898 Maximum Deflections for Load Combinations - Unfactored Loads 0.0000 0.000 Load Combinatton Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.1572 14.898 0.0000 0.000 Vertical Reactions - Unfactored Support notatton; Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.787 2.787 DOnly 2.787 2.787 Titip Block Line 1 You can changes this area using the "Settings' menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Printed: 20 DEC 20tO, 7.21PM {Steel Beam Design Hie: C:\Users\ctiiu-ctii\IDoeuiT)ents\ENERCALC Data Filestohristian city cliurctt-8-25-2010.ec6 b EWERCALCINC. 1983-2010, 7^6.0.22, H;11724 1 1 Lie. #: KW-06004053 License Owner : CHIU-CHI CHEN Description: bm to support partition wall-Fb-3 Steel Section Properties : W18X46 Depth 18.100 in Ixx 712.00 inM J 1.220 inM Web Thick = 0.360 in Sxx 78.80 in*3 Cw 1,720.00 in'e Flange Width 6.060 in Rxx = 7.250 in Flange Thick = 0.605 in Zx = 90.700 in^a Area 13.500 in'>2 lyy 22.500 InM Weight 45.954 pif Syy = 7.430 m Wno 26.500 in*2 Kdesign 1.010 in Ryy = 1.290 In Sw 24.300 inM K1 0.813 in zy = 11.700 m Of 15.100 in*3 Its 1.580 in rT = 1.540 in Qw 44.900 in'S Ycg 9.050 in |A.V 0. \ ' \. i 4 X ^5 ^ ^/a V-— /3 if 4 1 IQ O f Cf »J = (|T7) 7- -7 X TA 4 A 4 y Vt^ / 0^ 7/7 •pC^ /^-^- 7'^ (3 CoL. 4\ /i > lb ^0 I F-|) 3( U-—— 10^ i?u ^4 r*^^ '^^^ (^1^-7) ^-er^ pAtJC- ^ ^i^^2-7 = Ciot|xr)x|.=bS = 14 > l\ ?l <<t/; ^ - o.o3 01* 6*- 7-^ 2 ^ / 2. *-2. <? / 6 'b. ^ . Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:40 PM Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method' Cold Formed Steel Code AlSIOI: ASD Wood Code NDS 2005: ASD Wood Temperature < 100F Concrete Code ACI 2002 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Design Parameters Label Shaoe Lenathf... Lb-outlftl Lb-inlftl Lcomotoo.. LcomD bot.. K-out K-in Cm Cb Out s...In swavFuncti.. 1 Ml HR2 3.5 Lateral 2 M2 HR2 8.5 Lateral 3 M3 HR2 8.5 Lateral 4 M4 HR1A 10.595 1 1 1 1 Lateral 5 M5 HR1A 7 1 1 1 1 Lateral Hot Rolled Steel Section Sets Label Shape -IyBe_ Design List Material Design Rules A [in2] I (90.270) I I (0.180) [in4] HR1A HSS7X5X5 Beam Tube IA500 Gr.42 Typical 6.42 25.468 42.956 HR2 HSS4X4X6 Column Tube lA500Gr.42l Typical 4.78 10.252 I 10.252 Joint Coordinates and Temperatures Label Xlftl Yfftl Temp IFl 1 NI 0 0 0 2 N2 0 3.5 0 3 N3 10 0 0 4 N4 10 7 0 5 N5 10 8.5 0 6 N6 17 0 0 7 N7 17 8.5 0 Member Distributed Loads (BLC 1: d+l) Member Label Direction Start Magnitude[k/ft.d...End Maqnitudefk/ft.d. Start Location[ft.%] End Location[ft.%] M4 Y -1.616 -1.616 0 0 M5 Y -1.616 -1.616 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 1 .r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:40 PM Checked By: Joint Boundary Conditions Joint Label X [k/inj Y fk/in] Rotation[k-ft/rad] Footinq 1 NI Reaction Reaction 2 N3 Reaction Reaction 3 N6 Reaction Reaction Load Combinations Description SolvePD. ]Yesl Y SR.. ^ BLC ^ Factor BLC Factor BLC ^ Factor^ BLC ^ Factor^ BLC ^Factor^ BLC Factor BLC ^Factor^ BLC Factor d+l bo^ Formed Steel Properties Label E [ksi] G [ksi] Nu Themi (\1E5 F)^ Density[k/ft'^3] Yield[ksi] Ultimate[ksi] A570 33 29500 11346 .3 .65 .49 33 52 A607 Cl 55 29500 11346 .65 .49 55 70 Joint Reactions (Bv Combination) LC Joint Label Xfki Yfkl MZ [k-ft] 1 1 NI .89 8.237 0 2 1 N3 -.665 15.593 0 3 1 N6 -.225 5.249 0 4 1 Totals; 0 29.079 5 1 COG (ft); X: 8.411 Y; 6.515 Member Section Deflections 1 1 Ml 1 0 0 NC 2 2 0 -.032 1312.027 3 3 -.002 -.067 624.139 4 4 -.002 -.109 384.921 5 5 -.003 -.161 261.287 6 1 M2 1 0 0 NC 7 2 -.004 -.115 1256.734 8 3 -.007 -.19 832.508 9 4 -.011 -.186 1210.277 10 5 -.013 -.135 NC 11 1 M3 1 0 0 NC 12 2 -.001 -.067 3104.245 13 3 -.002 -.12 1940.153 14 4 -.004 -.147 2217.318 15 5 -.005 -.135 NC 16 1 M4 1 .151 -.056 NC 17 2 .151 -.218 797.726 18 3 .15 -.278 585.205 19 4 .15 -.203 907.128 20 5 .15 -.065 NC 21 1 M5 1 .135 -.013 NC 22 2 .135 -.033 3791.314 23 3 .135 -.045 2329.269 24 4 .135 -.033 3155.709 25 5 .135 -.005 NC RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 1.r2d] Page 2 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:40 PM Checked By:. Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] Ml 8.237 .84 0 8.225 .84 .735 8.212 -.84 1.47 8.199 .84 2.204 8.186 -.84 2.939 M2 15.593 .714 15.562 .714 -1.516 15.531 714 -3.033 15.5 .714 -4.549 10 6.325 -.241 6.205 11 M3 5.249 .236 12 5.218 .236 -.501 13 5.187 .236 -1.002 14 5.156 .236 -1.502 15 5.125 .236 -2.003 16 M4 3.544 7.433 2.939 17 2.113 3.343 -11.332 18 .682 -.746 -14.773 19 -.749 -4.835 -7.382 20 -2.18 -8.924 10.84 21 M5 .225 6.325 6.205 22 .225 3.463 -2.359 23 .225 .6 -5.914 24 25 .225 .225 -2.262 -5.125 -4.46 2.003 Member AISC 13th ASD Steel Code Checks (Bv Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Pnc/om [k] Pnt/om [k] Mn/om [k-ft] Cb Eqn Ml HSS4X4X6 .255 3.5 027 114.3 120.223 13.391 1.667 Hl-lb 4_ 5 M2 HSS4X4X6 ^499 8.5 023 89.246 120.223 13.391 1.692 Hl-lb M3 HSS4X4X6 .178 8.5 008 0 89.246 120.223 13.391 1.667 Hl-lb M4 HSS7X5X5 .479 4.746 166 10.595 161.092 161.452 31.41 1 Hl-lb M5 HSS7X5X5 .198 0 118 0 161.092 161.452 31.41 Hl-lb RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 1.r2d] Page 3 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:42 PM Checked By:. Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method! Cold Formed Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature < 100F Concrete Code ACI 2002 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Design Parameters LabeL Shape Length[. Lb-out[ft] Lb-in[ft] Lcomp top.. Lcomp bot.. K-out K-in Cm Cb Outs... In swavFuncti Ml HR2 3.5 Lateral M2 HR2 7.85 Lateral MS HR1A 12.54 Lateral M4 HR1A 4.5 Lateral Hot Rolled Steel Section Sets Label Shape JType Design List Material Design Rules A [in2] (90.270) [i... l (0.180) [in4] HR1A HSS8X6X6 Beam Tube A500 Gr.46 Typical 8.965 50.58 79.081 HR2. HSS5X5X6 Column SguareTube A500 Gr.46 Typical 6.175 21.674 21.674 Joint Coordinates and Temperatures 1 NI 0 0 0 2 N2 0 3.5 0 3 N3 10 0 0 4 N4 10 7.85 0 5 N5 11.5 8.5 0 6 N6 16 8.5 0 Member Distributed Loads (BLC 1:) Member Label Direction Start Magnitude[k/ft.d...End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 1 M3 Y -1.59 -1.59 0 r• ^—' J—~ 0 2 M4 Y -1.59 1 -1.59 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation[k-ft/rad] Footinq 1 NI Reaction Reaction 2 N3 Reaction Reaction RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 2.r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:42 PM Checked By:_ Load Combinations Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor lYesi 1 + I 1 I 1 I I i I I I I I i r I i I j I 7^ Id Formed Steel Properties Label A570 33 E [ksi] 29500 G [ksi] Nu Therni (\1E5 F) 11346 .3 .65 Density[k/ft^3] Yield[ksi] Ultimate[ksi] .49 33 52 A607 Cl 55 29500 11346 .6_5_ .49 55 70 Joint Reactions LC Joint Label X[k] Y[k] MZ [k-ft] 1 1 NI -.113 5.959 b 2 1 N3 .113 21.817 0 3 1 Totals: 0 27.776 4 1 COG (ft): X: 7.855 Y: 6.635 Member Section Deflections 1 1 Ml 1 0 0 NC 2 2 0 -.023 NC 3 3 0 -.046 NC 4 4 -.001 -.068 NC 5 5 -.002 -.09 NC 6 1 M2 1 0 0 NC 7 2 -.004 -.018 5168.628 8 3 -.007 -.039 2428.407 9 4 -.011 -.064 1471.03 10 5 -.014 -.096 978.16 11 1 M3 1 .082 -.038 NC 12 2 .082 -.094 3879.941 ^ 13 3 .082 -.085 NC 14 4 .083 -.044 3169.398 15 5 .082 -.11 NC 16 1 M4 1 .119 -.068 NC 17 2 .119 -.127 905.333 18 3 .119 -.196 421.084 19 4 .119 -.269 268.789 20 5 .119 -.342 196.577 Member Section Forces LC_ Member Label Sec Axial[k] Shear[k] Moment[k-ft] Ml 5.959 .113 0 5.942 .113 -.099 5.926 .113 -.197 5.909 .113 -.296 5.892 .113 .394 M2 21.817 .113 21.78 -.113 .221 21.743 -.113 .442 21.706 .113 .663 10 21.669 .113 .884 11 M3 2.246 5.449 .394 12 .224 .799 -10.184 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 2.r2d] Page 2 Company : c c chen engineering Jan 12,2011 — Designer : chiu-chi chen 12:42 PM Job Number : 09D02 truss wood+steel rod Checked By: Member Section Forces (Continued) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 13 3 -1.797 -3.852 -5.399 14 4 -3.819 -8.502 13.965 15 5 2.902 6.675 16.377 16 1 M4 1 0 7.279 16.377 17 2 0 5.459 9.212 18 3 0 3.639 4.094 19 4 0 1.82 1.024 20 5 0 0 0 Member AISC 13th ASD Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Pnc/om [k] Pnt/om [k] Mn/om [k-ft] Cb Eqn 1 1 Ml HSS5X5X6 - P-Delta a.. 2 1 M2 HSS5X5X6 - P-Delta a.. 3 1 M3 HSS8X6X6 - P-Delta a.. 4 1 M4 HSS8X6X6 - P-Delta a.. RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 2.r2d] Page 3 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 13, 20t1 1:01 PM Checked By:_ Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method' Cold Formed Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature < 100F Concrete Code ACI 2002 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Design Parameters 1 Ml HR2 3.5 Lateral 2 M2 HR2 6 Lateral 3 M3 HR2 8.5 Lateral 4 M4 HR2 8.5 Lateral 5 M5 HR1A 7.123 Lateral 6 M6 HR3 8.75 Lateral Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] 1 (90.270) [i... 1 (0.180) [in4] 1 HR1A HSS7X5X5 Beam Tube A500 Gr.42 Typical 6.42 25.468 42.956 2 HR2 HSS4X4X6 Column Tube A500 Gr.42 Typical 4.78 10.252 10.252 3 HR3 HSS8X6X8 Beam Tube A500 Gr.42 Typical 11.598 62.505 98.178 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft'^3] Yield[ksi] 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X[ft] Y[ft] Temp [F] 1 NI 0 0 0 2 N2 0 3.5 0 3 N3 6.67 0 0 4 N4 6.67 6 0 5 N5 10 8.5 0 6 N6 13.25 0 0 7 N7 13.25 8.5 0 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3a.r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 13, 20 1:01 PM Checked By:. Joint Coordinates and Temperatures (Continued) Label Xfftl Yfftl Temo fFl 8 N8 18.75 0 0 9 N9 18.75 8.5 0 Member Distributed Loads (BLC 1: d+l) jii: Member Label Direction Start Magnitude[k/ft.d...End Magnitude[k/ft.d... Start Location[ft,%] End Location[ft%] M5 Y -1.717 -1.717 0 0 Joint Boundary Conditions Joint Label X [Win] Y [Win] Rotation[k-ft/rad] Footinq 1 NI Reaction Reaction 2 N3 Reaction Reaction 3 N6 Reaction Reaction 4 N8 Reaction Reaction Load Combinations Description d+l SolvePD^ lYesT^ SR.. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor nnirTiT~zju \ \ \ \ \ \ i i i \ i Joint Reactions (Bv Combination) LC Joint Label X[k] Y[k] MZ [k-ft] 1 1 NI .436 6.224 0 2 1 N3 -.436 6.286 0 3 1 N6 -.189 16.274 0 4 1 N8 .189 2.246 0 5 1 Totals: 0 31.029 6 1 COG (ft): X: 9.665 Y: 6.944 Member Section Deflections LC Member Label .Sec^ -XtmL (n) L/y Ratio 1 1 Ml 1 0 0 NC 2 2 0 -.009 4792.38 3 3 -.001 -.019 2189.878 4 4 -.002 -.033 1276.71 5 5 -.002 -.052 814.444 6 ^ 1 M2 1 0 0 NC 7 r 2 -.001 -.035 3310.51 8 3 J -.002 -.061 2069.069 9 4 -.003 -.069 2364.65 10 5 -.004 -.052 NC 11 1 M3 1 0 0 NC 12 ' 2 -.004 .01 NC 13 3 -.007 .029 3508.674 14 4 -.011 .065 1559.413 15 5 -.015 .128 797.428 16 1 M4 1 0 0 NC 17 2 0 .059 3788.384 18 r 3 -.001 .107 2367.74 19 4 -.002 .134 2705.988 20 5 -.002 .128 NC 21 1 ^ M5 1 .047 -.02 NC RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3a.r2d] Page 2 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 13, 2011 1:01 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec xfinl vfinl (n) L/v Ratio 22 2 .047 -.062 2092.64 23 3 .047 -.079 1489.662 24 4 .047 -.061 2161.098 25 5 .047 -.022 NC 26 1 M6 1 -.128 -.21 504.863 27 2 -.128 -.066 1643.222 28 3 -.128 .014 6361.15 29 4 -.128 .023 4253.04 30 5 -.128 -.002 NC Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 1 1 Ml 1 6.224 -.424 0 2 2 6.211 -.424 .371 3 3 6.198 -.424 .742 4 4 6.185 -.424 1.113 5 5 6.172 -.424 1.484 6 1 M2 1 6.286 .443 0 7 2 6.264 .443 -.665 8 3 6.242 .443 -1.33 9 4 6.22 .443 -1.996 10 5 6.198 .443 -2.661 11 1 M3 1 16.274 .156 0 12 2 16.243 .156 -.332 13 3 16.212 .156 -.665 14 4 16.18 .156 -.997 15 5 16.149 .156 -1.329 16 1 M4 1 2.246 -.193 0 17 2 2.215 -.193 .41 18 3 2.184 -.193 .821 19 4 2.153 -.193 1.231 20 5 2.121 -.193 1.641 ,21 1 M5 1 2.575 5.627 1.484 22 2 1.489 2.731 -5.957 23 3 .404 -.165 -8.241 24 4 -.681 -3.061 -5.369 25 5 -1.767 -5.957 2.661 26 1 M6 1 0 -9.96 0 27 2 0 -10.038 21.872 28 3 -.189 6.034 24.418 r 29 4 -.189 5.956 11.303 30 5 -.189 5.879 -1.641 Member AISC 13th ASD Steel Code Checks (Bv Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Pnc/om [k] Pnt/om [k] Mn/om [k-ft] Cb Eqn Ml HSS4X4X6 .138 3.5 .014 0 114.3 120.223 13.391 1.667 Hl-lb M2 HSS4X4X6 .229 .014 103.636 120.223 13.391 1.667 Hl-lb M3 HSS4X4X6 .190 8.5 .005 89.246 120.223 13.391 1.667 Hl-lb M4 HSS4X4X6 .134 8.5 .006 0 89.246 120.223 13.391 1.667 Hl-lb M5 HSS7X5X5 .264 3.413 .111 7.123 144.184 161.452 31.41 1.178 H1-1b M6 HSS8X6X8 .500 3.19 .109 3.19 257.251 291693 63.85 1.442 Hl-lb RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3a.r2d] Page 3 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12,2011 12:45 PM Checked By Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method' Cold Formed Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature <100F Concrete Code ACI 2002 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Design Parameters Label Shaoe Lenathf... Lb-outfftl Lb-infftl Lcomo tOD...LcomD bot. K-out K-in Cm Cb Outs... n swavFuncti.. 1 Ml HR2 3.5 Lateral 2 M2 HR2 7.85 Lateral 3 M3 HR1A 12.54 Lateral 4 M4 HRS 6 Lateral Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] 1 (90.270) [i... 1 (0.180) [in4] 1 HR1A HSS10X8X8 Beam Tube A500 Gr.46 Tvpical 15.318 151.047 213.637 2 HR2 HSS5X5X6 Column SquareTube A500 Gr.46 Typical 6.175 21.674 21.674 3 HRS HSS8X8X6 Beam Tube A500 Gr.46 Typical 10.36 99.512 99.512 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Densitvjk/ff^S] Yield[ksi] 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X[ft] Y[ft] Temp [F] 1 NI d 6 0 2 N2 0 3.5 0 3 NS 10 0 0 4 N4 10 7.85 0 5 N5 11.5 8.5 0 6 N6 17.5 8.5 0 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 4.r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12, 201 12:45 PM Checked By: Member Distributed Loads (BLC 1:) Member Label Direction Start Maqnitude[k/ft.d.. End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 1 MS Y -1.616 -1.616 0 0 2 M4 Y -1.616 -1.616 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation[k-ft/rad] Footinq 1 NI Reaction Reaction 2 N3 Reaction Reaction Load Combinations Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor ~7Ye^] r +! 1 I 1 I I ! j T "\~ ~i \ rn "T I \ ! 1 Joint Reactions LC Joint Label Xfkl Yfkl MZ [k-ft] 1 1 NI -.329 4.482 I —J • -] 0 2 1 NS .329 26.472 0 3 1 Totals: 0 30.954 4 1 COG (ft): X: 8.552 Y: 6.78 Member Section Deflections 1 1 Ml 1 0 0 NC 2 2 0 -.008 NC 3 3 0 -.016 NC 4 4 0 -.023 NC 5 5 -.001 -.027 NC 6 1 M2 1 0 0 NC 7 2 -.004 .008 NC 8 3 -.009 .01 9683.682 9 4 -.013 -.002 NC 10 5 -.017 -.035 2678.878 11 1 MS 1 .025 -.012 NC 12 2 .025 -.017 NC 13 3 .025 -.007 NC 14 4 .025 -.008 NC 15 5 .025 -.085 2062.685 16 1 M4 1 .057 -.068 NC 17 2 .057 -.147 910.586 18 3 .057 -.249 397.718 19 4 .057 -.361 245.397 20 5 .057 -.477 176.175 Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] M1 4.482 .329 4.465 .329 -.287 A449 4.432 4.416 .329 .329 .329 .575 -.862 -1.15 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 4.r2d] Page 2 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12.45 PM Checked By Member Section Forces (Continued) 6 1 M2 1 26.472 -.329 0 7 2 26.435 -.329 .645 8 3 26.398 -.329 1.29 9 4 26.361 -.329 1.934 10 5 26.323 -.329 2.579 11 1 MS 1 1.459 4.181 -1.15 12 2 -.619 -.6 -6.76 13 3 -2.698 -5.381 2.616 14 4 -4.777 -10.162 26.98 15 5 3.942 9.066 29.659 16 1 M4 1 0 9.886 29.659 17 2 0 7.415 16.683 18 3 0 4.943 7.415 19 4 0 2.472 1.854 20 5 0 0 0 Member AISC 13th ASD Steel Code Checks 1 1 Ml HSS5X5X6 - P-Delta a.. 2 1 M2 HSS5X5X6 -P-Delta a.. 3 1 MS HSS10X8X8 - P-Delta a.. 4 1 M4 HSS8X8X6 - P-Delta a.. RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 4.r2d] Pages Titl^ Block Line 1 You can changes this area using the "Settings' menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# Printed: 11 JAN 2011. 4:55PH 1 General Footing RIe; C:\Users\ctiiu-chi\lDalumetits\ENERCALC Date Filestahristian city ciiuicti^ U ; :ENERCAlC;li^a 1983-2011. Ve^^^ I Lie. # : KW-06004053 Licensee: Description: F-1 General Information Calculations per IBC 2006, CBC 2007, AC! 318-05 IVlaterial Properties f c: Concrete 28 day strength fy: Rebar Yield Ec: Concrete Elastic Modulus Concrete Density (p Values l^lexure Shear Analysis Settings Min Steel % Bending Reinf Min Allow % Temp Reinf. Min, Overtuming Safety Factor IVIin. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Include Pedestal Weight as DL Dimensions 2.50 |(si 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.0010 0.0010 1.50 1.50 No No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allowable pressure increase per foot of deptl= when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of depI = when maximum length or width is greater4 J.450 ksf -No " 250.0 pcf 0.30 ft ksf ft ksf ft Width along X-X Axis = 3.0 ft Length along Z-Z /\xis = 3.0 ft Footing Thicknes = 18.0 in Load location offset from footing center... ex: Along X-X Axis = 0 in ez: Along Z-Z km - 0 in Pedestal dimensions... px: Along X-X Axis = in pz: Along Z-Z Axis I in Height ~ in Rebar Centeriine to Edge of Concrete.. at Bottom of footing = 3.0 in Reinforcing Bars along X-X Axis Number of Bars Reinforcing Bar Size Bars along Z-Z Axis Number of Bars Reinforcing Bar Sizf 3?)" 4.0 # 4 4.0 # 4 Bandwidth Distribution Check (AC115.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads ____ 1 ^^^^ ^^^^ 1 ^fctyft^^•^^^g Lr W P: Column Load OB: Overburden M-xx M-zz V-x V-z 5.0 8.0 k ksf k-ft k-ft k k Tide Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# 177 Printed: 11 JAN 2011, 4:55PM General Footing RiK C:\USetBWiiu-chi\[Xwuments\ENERCALC Data FilKVjiirislian city ctiuiibli-8-25-2010.ec6 b ENERCALC, INC. 1983-M1, Ver .6.0.25, N;m^^ | IUc.#:KW-0600406i3 Licensee : Description: F-1 DESIGN SUMMARY Design OK • Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9959 Soil Bearing 1.444 ksf 1.450 ksf +D+L+H PASS n/a PASS n/a Overtuming - X-X Overturning - Z-Z 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft No Overturning No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS n/a PASS 0.1333 Uplift Z Flexure (+X) 0.0 k 2.350 k-ft 0.0 k 17.624 k-ft No Uplift +1.20D+1.60L-K).50S+1.60H PASS 0.1333 Z Flexure (-X) 2.350 k-ft 17.624 k-ft +1.20D+1.60L-K).50S+1.60H PASS 0.1333 X Flexure {+Z) 2.350 k-ft 17.624 k-ft +1.20D+1.60L-K).50S+1.60H PASS 0.1333 X Flexure (-2) 2.350 k-ft 17.624 k-ft +1.20D+1.60L-fO.50S+1.60H PASS 0.03277 1-way Shear (+X) 2.785 psi 85.0 psi +1.20D+1.60L-tO.50S+1.60H PASS 0.03277 PASS 0.03277 1-way Shear (-X) 1-way Shear (+Z) 2.785 psi 2.785 psi 85.0 psi 85.0 psi +1.20D+1.60L-K).50S+1.60H +1.20D+1.60L^O.50S+1.60H PASS 0.03277 1-way Shear (-Z) 2.785 psi 85.0 psi +1.20D+1.60L-K).50S+1.60H PASS 0.1019 2-way Punching 17.320 psi 170.0 psi +1.20D+1.60L+O.50S+1.60H Detailed Results Soil Bearing Rotation /Vxis & Load Combination... Gross Allowable Xecc Zecc +Z Actual Soil Bearing Stress Actual / Movable +Z -X -X Ratio X-X. +D-H.+H X-X, +D-K).750L-tO.750S+H Z-Z -H3+L+H Z-Z! +O-K).750L-K).750S+H Overturning Stability 1.450 1.450 1.450 1.450 n/a 0.0 n/a 0.0 0.0 n/a 0.0 n/a 1.444 1.222 n/a n/a 1.444 1.222 n/a n/a n/a n/a 0.996 n/a n/a 0.843 1.444 1.444 0.996 1.222 1.222 0.843 Rotation Axis & Load Combination... Overtuming Moment Resisting Moment Stability Ratio Status Footing Has NO Overtuming Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatIo Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination ^^J"^ ^®"^j°TJ9^°*" '^^^^''^ k-ft Side ? or Top < in"2 Gvm.As Actual As Phi*Mn Status in«2 in*2 k-ft X-X. H-l .20D+1.60L+0.50S+1.60H X-X. +1.20D+1.60L+O.50S+1.60H Z-Z,+1,20D+1.60L-K),50S+1.60H Z-Z. +1.20D+1.60L-K).50S+1.60H One Way Shear 2.35 2.35 2.35 2.35 +Z Bottom -Z Bottom -X Bottom +X Bottom 0.22 0.22 0,22 0,22 Bendino Bendina Bendina Bendina 0.27 17.624 OK 0.27 17.624 OK 0.27 17.624 OK 0.27 1 7.624 OK Load Combination... Vu@-X Vu@+X Vu@-Z Vu@ +Z Vu:Max Phi Vn Vu / Phi*Vn Status +1.20D+1.60L+0.50S+1.60H Punching Shear 2.785 DSi 2.785 Dsi 2.785 Dsi 2.785 Dsi 2.785 Dsi 85Dsi 0.03277 OK All units k Load Combination... Vu Phi'Vn Vu/Phi*Vn Status +1.200+1.60L-H).50S+1.60H 17.32 DSi 170 DSi 0.1019 OK Titte Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Job# y^'X^^ Dsgnr: f > >^ Project Desc: — Project Notes: Printed: 11JAN 2011. 5:13PM General Footing RIe: C:\IJsers\chiu-ctii\Docurnents\ENERCALC Data RIestotiristian City church--^25-2010. k ENERCALC, INC. 1983-2011, Vet 6.0.25, N:11724 | lLiC.# : KW-06004053 Licensee: Description: F-2 General Infomiation Caicuiations per IBC 2006, CBC 2007, ACI 318-05 Material Properties f c: Concrete 28 day strength fy: Rebar Yield Ec: Concrete Elastic Modulus Concrete Density (p Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overtuming Safety Factor Min. Sliding Safety Factor Add Ftg Wtfor Soil Pressure Use ftg wt for stability, moments & shears Include Pedestal Weight as DL Dimensions 2.50 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.0010 0.0010 1.50 :1 1.50 :1 No No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface = Allowable pressure increase per foot of deptl= when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of depi = when maximum length or width is greater4 No 250.0 pcf 0.30 ft ksf ft ksf ft Width along X-X Axis = 4.50 ft Length along Z-Z Axis = 4.50 ft Footing Thicknes = 18.0 in Load location offset from footing center... ex: Along X-X /Vxis = 0 in ez: Along Z-Z /Vxis = 0 in Pedestal dimensions... px: Along X-X /Vxis = in pz: Along Z-Z Axis i in Height ~ in Rebar Centeriine to Edge of Concrete.. at Bottom of footing = 3.0 in Reinforcing Bars along X-X /Vxis Number of Bars Reinforcing Bar Size Bars along Z-Z/Vxis Number of Bars Reinforcing Bar Siz( 5.0 # 4 5.0 # 4 Bandwidth Distribution Check (AG115.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads Lr W P: Column Load OB: Overburden M-xx M-zz V-x V-z 10.0 16.0 k ksf k-ft k-ft k k Title Block Line 1 You can changes this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# Printed: 11JAN 2011, 5:t3PM General Footing File: C:\IJsersWiiu-ciiiy>)cuinents\ENERCALC Data Fiiestetiristian city churcli-«-25-2010.ec6 | ^ EljERCALClNC. 1983-2011, Ver: 6.0.25, N:11724 | 1 Lie. #: KW-06004053 . Licensee: Description: F-2 DESIGN SUMMARY Design OK Min. Ratio Item Applied Capacity Governing Load Cor PASS 0.8855 Soil Bearing 1.284 ksf 1.450 ksf +0+L+H PASS n/a Overtuming - X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Overtuming - Z-Z 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.3188 Z Flexure (+X) 4.699 k-ft 14.739 k-ft +1.20D+1.60L+O.50S+1.60H PASS 0.3188 Z Flexure (-X) 4.699 k-ft 14.739 k-ft +1.20D+1.60L+O.50S+1.60H PASS 0.3188 X Flexure (+Z) 4.699 k-ft 14.739 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.3188 X Flexure (-Z) 4.699 k-ft 14.739 k-ft +1.20D+1.60L-fO.50S+1.60H PASS 0.1238 1-way Shear (+X) 10.522 psi 85.0 psi +1.20D+1.60L-fO.50S+1.60H PASS 0.1238 1-way Shear (-X) 10.522 psi 85.0 psi +1.20D+1.60L+O.50S+1.60H PASS 0.1238 1-way Shear (+Z) 10.522 psi 85.0 psi +1.20D+1.60L-fO.50S+1.60H PASS 0.1238 1-way Shear (-Z) 10.522 psi 85.0 psi +1.20D+1.60L40.50S+1.60H PASS 0.2265 2-way Punching 38.502 psi 170.0 psi +1.20D+1.60L-K).50S+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination-Gross Allowable Xecc Zecc +Z Actual Soil Bearing Stress +Z -X Actual / Allowable -X Ratio X-X. +0+L+H Z-Z, -H3+L+H Overtuming Stability 1.450 n/a 0.0 1.284 1.450 0.0 n/a n/a 1.284 n/a n/a 1.284 n/a 1.284 0.886 0.886 Rotation Axis & Load Combination... Overtuming Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability A 1 units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatIo Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ Bot As Req'd k-ft Side? orlop? in'*2 Gvm. As Actual As in''2 in'^2 Phl*Mn k-ft Status X-X. +1.20D+1.60L-K).50S+1.60H X-X. +1.20D+1.60L-tO.50S+1.60H Z-Z. +1.20D+1.60L-t{).50S+1.60H Z-Z. +1.20D+1.60L-K).50S+1.60H One Way Shear 4.699 +Z Bottom 0.22 4.699 -Z Bottom 0.22 4.699 -X Bottom 0.22 4.699 +X Bottom 0.22 Bendina 0.22 Bendina 0.22 Bendina 0.22 Bendina 0.22 14.739 14.739 14.739 14.739 OK OK OK OK Load Combination... Vu@-X Vu@+X Vu@-Z Vu@ +Z Vu:Max Phi Vn Vu / Phi'Vn Status +1.20D+1.60L-K).50S+1.60H Punching Shear 10.522 DSi 10.522 DSi 10.522 osi 10.522 DSi 10.522 Dsi 85 DSi 0.1238 OK All units k Load Combination... Vu PhrVn Vu/Phi*Vn Status +1.20D+1.60L+O.50S+1.60H 38.502 DSi 170Dsi 0.2265 OK Ti*!e Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Job# /f1f>, Dsgnr: f >>^ Project Desc: v_l^.^ Project Notes: Printed: 11 JAN 2011, 5:13PM General Footing RIe: C:\IJsefs\ctiiu-otii\(>)c«rreiflts\ENERCALC Data Hiestahiistian City ciiurch--8-2^^ b v ENERCAlX;, INC; 1983-^^ | 1 Lie. #: KW-06004053 : ^ ; , . . ^ ! ....... LlCenSCe : Description: F-3 General Information Calculations per IBC 2006, CBC 2007, ACI 318-05 Material Properties f c: Concrete 28 day strength fy: Rebar Yield Ec: Concrete Elastic Modulus Concrete Density (p Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf Min. Overtuming Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Include Pedestal Weight as DL Dimensions 2.50 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.0010 0.0010 1.50 1.50 Yes No No Soil Design Values Allowable Soil Bearing increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footinq Depth Footing base depth below soil surface Allowable pressure increase per foot of deptl= when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of depI = when maximum length or width is greater4 1.450 ksf No 250.0 pcf 0.30 J) ft ksf ft ksf ft Width along X-X Axis = 5.250 ft Length along Z-Z/Vxis = 5.250 ft Footing Thicknes = 18.0 in Load location offset from footing center... ex: Along X-X Axis = 0 in ez: Along Z-Z Axis = 0 in Pedestal dimensions... px: Along X-X /Vxis = in pz: Along Z-Z Axis I in Height ~ in Rebar Centeriine to Edge of Concrete.. at Bottom of footing = 3.0 in Reinforcing Bars along X-X /Vxis Number of Bars Reinforcing Bar Size Bars along Z-Z /Vxis Number of Bars Reinforcing Bar Sizt 6.0 # 4 6.0 # 4 Bandwidth Distribution Check (AC115.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone p/a # Bars required on each side of zone n/a Applied Loads Lr W P: Column Load OB: Overtjurden M-xx M-zz V-x V-z 12.0 18.0 k ksf k-ft k-ft k k Titte Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# 6P Printed: 11 JAN 2011, 5:13PM File: C.\UserstehiiH;hftDocumenls\ENERCALC Data Rlestehtisiian ci^cfiun;h-».25-2010.ec6 L : . - ENERCALC, INC 1983-2011, Ven 6.0.25, N;11724 I Ltcensee-M General Footing Description: F-3 DESIGN SUMMARY Design OK Min. Ratio item Applied Capacity Governing Load Con PASS 0.9007 Soil Bearing 1.306 ksf 1.450 ksf +D+L+H PASS n/a Overtuming - X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Overtuming - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.4157 Z Flexure (+X) 6.298 k-ft 15.152 k-ft +1.20D+1.60L-K).50S+1.60H PASS 0.4157 Z Flexure (-X) 6.298 k-ft 15.152 k-ft +1.20D+1.60L-K).50S+1.60H PASS 0.4157 X Flexure (+Z) 6.298 k-ft 15.152 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.4157 X Flexure (-Z) 6.298 k-ft 15.152 k-ft +1.20D+1.60L-f€.50S+1.60H PASS 0.1673 1-way Shear (+X) 14.220 psi 85.0 psi +1.20D+1.60L-K).50S+1.60H PASS 0.1673 1-way Shear (-X) 14.220 psi 85.0 psi +1.20D+1.60L-K).50S+1.60H PASS 0.1673 1-way Shear (+Z) 14.220 psi 85.0 psi +1.20D+1.60L-*O.50S+1.60H PASS 0.1673 1-way Shear (-Z) 14.220 psi 85.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.3124 2-way Punching 53.116 psi 170.0 psi +1.20D+1.60L+0.50S+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc +Z Actual Soil Bearing Stress +Z -X Actual / Allowable -X Ratio X-X. +D+L+H Z-Z, +o+L-m Overturning Stability 1.450 n/a 0.0 1.450 0.0 n/a 1.306 n/a 1.306 n/a n/a 1.306 n/a 0.901 1.306 0.901 Rotation Axis & Load Combination... Overtuming Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatIo Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ BoL As Req'd k-ft Side? orlop? in*2 Gvm. As Actual As in*2 in'*2 Phi*Mn Status k-ft X-X. +1.20D+1.60L-tfl.50S+1.60H X-X, +1.200+1.60L-tO.50S+1.60H Z-Z. +1.20D+1.60L+0.50S+1.60H Z-Z. +1.20D+1.60L-K).50S+1.60H One Way Shear 6.298 +Z Bottom 6.298 -Z Bottom 6.298 -X Bottom 6.298 +X Bottom 0.22 0.22 0.22 0.22 Bendina Bendina Bendina Bendina 0.23 0.23 0.23 0.23 15.152 OK 15.152 OK 15.152 OK 15.152 OK Load Combination... Vu@-X Vu@+X Vu@-Z Vu@ +Z Vu:Max PhiVn Vu/Phi*Vn Status +1.20D+1.60L-^0.50S+1.60H Punching Shear 14.22 osi 14.22 DSi 14.22 osi 14.22 DSi 14.22 DSi 85 DSi 0.1673 OK All units k Load Combination... Vu Phi*Vn Vu/Phl*Vn Status +1.20D+1.eOL+0.50S+1.60H 53.116 Dsi 170 DSi 0.3124 OK Title'Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# Printed: 11 JAN 2011, 4:15PM Steel Column RIe: C:\Users\cliiu-ctii\Docunnerrts\ENERCALC Data RIesteliristian city ctiurcti-a.25-2010.ec6 b ENERCALC, INC. 1983-2011, Ver.6.0.25, N.11724 | 1 Lie. #: KW-06004053 Licensee: Description: c-1 General Information Code Ref: 2006 IBC, AISC Manual 13th Edition Steel Section Name: Analysis Method: Steel Stress Grade HSS5X5X5/16 2006 IBC & ASCE 7-05 Overall Column Height 8.0 ft Top & Bottom Fixity Top & Bottom Pinned Fy: Steel Yield E : Elastic Bending Modulus Load Combination: 42.0 ksi 29,000.0 ksi Allowable Stress Brace condition for deflection (buckling) along columns: X-X (width) axis: Fully braced against buckling along X-X /Vxis Y-Y (depth) axis: Fully braced against buckling along Y-Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 152.26 lbs * Dead Load Factor AXIAL LOADS ... Axial Load at 8.0 ft, D = 12.0, L= 18.0 k BENDING LOADS... Moment acting about X-X axis, E = 3.0 k-ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.2279 :1 Load Combination +D+L+H Location of max.above base 0.0 ft At maximum location values are... ft Pu: Axial 30.152 k Pn / Omega: Allowable 132.29 k Mu-x: Applied 0.0 k-ft Mn-x / Omega; Allowable 19.198 k-ft Mu-y: Applied 0.0 k-ft Mn-y / Omega: Allowable 19.198 k-ft PASS Maximum Shear Stress Ratio = 0.006848 :1 Load Combination +D+0.70E+H Location of max.above base 0.0 ft At maximum location values are... Vu: Applied 0.2625 k Vn / Omega: Allowable 38.331 k Maximum SERVICE Load Reactions.. Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.3750 k Bottom along Y-Y 0.3750 k Maximum SERVICE Load Deflections... Along Y-Y 0.03896 in at for load combination : E Only Along X-X 0.0 in for load combination: at 4.671 ft above base 0.0ft above base Load Combination Results Maximum Shear Ratios Load Connbination Stress Ratio Status Location Stress Ratio Status Location +D+L+H 0.228 PASS 0.00 ft 0.000 PASS 0.00 ft -^O-K).70E-HH 0.155 PASS 8.00 ft 0.007 PASS 0.00 ft -fO-K).750Lr-*0.750L+0.5250E+H 0.194 PASS 0.00 ft 0.005 PASS 0.00 ft +D-^O.750L-^O.750S-^O.5250E-^H 0.194 PASS 0.00 ft 0.005 PASS 0.00 ft -K).60D-t{).70E+H 0.137 PASS 8.00 ft 0.007 PASS 0.00 ft Maximum Reactions - Unfactored Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base (gTop @Base ©Top @ Base DOnly k k 0.012 k LOnly k k 0.018 k EOnly k -0.375 -0.375 k k D+L k k 0.030 k D+E k •0.375 -0.375 k 0.012 k D+L+E k -0.375 -0.375 k 0.030 k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Hilax. X-X Deflection Distance Max. Y-Y Deflection Distance DOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft LOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft EOnly 0.0000 in 0.000 ft 0.039 in 4.671 ft Titte Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# Printed: 11 JAN 2011, 4:15PM RIe: C:\Users\chiu-chi\D(x;uments\ENERCALC Data RiestehrisSan city church-8-25-2010.ec6 k ENERCALC, INC. 1983-2011. Ver 6.0.25, N:11724 I Licensee: Steel Column Lic. # : KWM)6004053 Description: c-1 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D+L D+E D+L+E 0.0000 in 0.0000 in 0.0000 in 0.000 ft 0.000 ft 0.000 ft 0.000 in 0.039 in 0.039 in 0.000 ft 4.671 ft 4.671 ft Steel Section Properties : HSS5X5X5/16 Depth Web Thick Flange Width Flange Thick Area Weight 5.000 in 0.000 in 5.000 in 0.313 in 5.260 in'*2 19.032 pif I XX Sxx Rxx lyy Syy Ryy 19.00 in*4 7.62 in'^3- 1.900 in 19.000 InM 7.620 in*3 1.900 in 31.200 in*4 Ycg 0,000 in Loads are total entered value. Arrows do not reflect absolute direction. Titta Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Titte Block' selection. Title: Dsgnr: Project Desc: Project Notes: Job# Printed: 11 JAN 2011, 4:17PM Steel Column File: C:\User5\ciiiu-chi\Docunients\ENERCALC Data RIestoliristian criy churcti-8-25-2010.ec6 k V - ENERCALC, INC.,1983-2011, Ver 6.0.25, N:n lLiCi # rKW>06004053 r - - , Licensee: i Description: c-2 General Information Code Ref: 2006 IBC, AISC Manual 13th Edition Steel Section Name: Analysis MeOiod: Steel Stress Grade Fy; Steel Yield E : Elastic Bending Modulus Load Combination: HSS4X4X1/4 2006 IBC & ASCE 7-05 42.0 ksi 29,000.0 ksi Allowable Stress Overall Column Height 13.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns: X-X (width) axis: Fully braced against buckling along X-X /Vxis Y-Y (depth) axis: Fully braced against buckling along Y-Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included: 158.35 lbs * Dead Load Factor AXIAL LOADS ... Axial Load at 13.0 ft, D = 2.790, LR = 2.790, L = 18.0 k BENDING LOADS... Moment acting about X-X axis, E = 3.0 k-ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.3602 :1 Load Combination +D+0.750Lr+0.750L+0.5250E+H Location of max.above base 12.913 ft At maximum location values are... Pu: Axial 18.541 k Pn / Omega: Allowable 84.754 k Mu-x:Applied 1.564 k-ft Mn-x / Omega: Allowable Mu-y; Applied Mn-y / Omega: Allowable 9.829 k-ft 0.0 k-ft 9.829 k-ft Maximum SERVICE Load Reactions.. Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.2308 k Bottom along Y-Y 0.2308 k Maximum SERVICE Load Deflections... Along Y-Y 0.2506 in at for load combination :E Only Along X-X 0.0 in at for load combination: 7.591 ft above base 0.0ft above base PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are... Vu: Applied Vn / Omega: Allowable Load Combination Results 0.006581 :1 +D+0.70E+H 0.0 ft 0.1615 k 24.548 k Maximum /Vxial + Bendina Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D+L+H 0.247 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.70E+H 0.230 PASS 12.91 ft 0.007 PASS 0.00 ft +O+0.750Lr+0.750L+{).5250E+fl 0.360 PASS 12.91 ft 0.005 PASS 0.00 ft +D+0.750L+0.750S+0.5250E+H 0.256 PASS 12.91 ft 0.005 PASS 0.00 ft +{).60D+0.70E+H 0.223 PASS 12.91 ft 0.007 PASS 0.00 ft Maximum Reactions - Unfactored Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top % Base @Top @Base DOnly k k 0.003 k LOnly k k 0.018 k LrOnly k k 0.003 k L+Lr k k 0.021 k EOnly k -0.231 -0.231 k k D+Lr k k 0.006 k D+L k k 0.021 k D+L+Lr k k 0.024 k D+E k -0.231 -0.231 k 0.003 k D+L+E k -0.231 -0.231 k 0.021 k D+Lr+E k -0.231 -0.231 k 0.006 k Title-Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Titte Block' selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# Printed: 11 JAN 2011, 4:17PM 1 steel Coiumn RIe: C:\UsersV;hiu-chi\Documents\ENERCALC Data RIestetiiistiaii city ctiurcli-8-25-2010.ec6 \ ENERCALC, INC 1983-2011, Ver 6.0.25, N;11724 1 1 Lie. #: KW-06004053 -Licensee: Descriptton: c-2 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance DOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft LOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft LrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft L+Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft EOnly 0.0000 in 0.000 ft 0.251 in 7.591 ft D+Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft D+L 0.0000 in 0.000 ft 0.000 in 0.000 ft D+L+Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft D+E 0.0000 in 0.000 ft 0.251 in 7.591 ft D+L+E 0.0000 in 0.000 ft 0.251 in 7.591 ft D+Lr+€ 0.0000 in 0.000 ft 0.251 in 7.591 ft Steel Section Properties : HSS4X4X1/4 Depth 4.000 in 1 XX = 7.80 inM J 12.800 inM Web Thick 0.000 in Sxx = 3.90 in'^3 Flange Width = 4.000 in Rxx = 1.520 in Flange Thick = 0.250 in Area = 3.370 in*2 lyy = 7.800 InM Weight 12,181 pif Syy = 3.900 in«3 Ryy = 1.520 in Ycg 0.000 in Loads are total entered value. Arrows do not refiect absolute direction. Title'Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & TiUe Block" selection. Titte Block Line 6 Title: Job# Dsgnr: X / Project Desc: r?- ^ ' Project Notes: Printed: 12 JAN 2011, 12:61PM Steel Base Plate RIe: C:\Usefs\ctiiu<lii\Documents\ENERCALC Data Rlestahristiari city cliuratt-a-25-2010.ec6 b ENERCALC, INC. 1983-2011,Ver6.a25,N:11724 | IUc.# : KW-06004053 Licensee: ^^^H Description: for F-3 General Information Calculations per AISC 360-05 & AISC Design Guide No. 1, 1990 by DeWoSf & Ricicer Material Properties AISC Design Method Allowable Stress Design Steel Plate Fy = 36.0 ksi Concrete Support f c = 2,500.0 ksi Assumed Bearing Area :Full Bearing ASIF: Allowable Stress Increase Factor 1 330 ABIF: Allowable Bearing Increase Factor 1.330 Q. c : ASD Safety Factor. 2.50 Allowable Bearing Fp per J8 3,090.91 ksi Column & Plate Column Properties Steel Section : HSS5X5X5/16 Depth 5 in Area 5.26 in'^2 Width 5 in Ixx 19 inM Flange Thickness 0.291 in lyy 19 inM Web Thickness in Plate Dimensions Support Dimensions N: Length 11.0 in Support width along "X" 18.0 in B: Width 11.0 in Length along "Z' 16.0 in Thickness 0.750 in Coiumn assumed welded to base plate. EHBj ^ o Applied Loads PT D: Dead Load 13.0 k L: Live 20.0 k Lr: Roof Live k S: Snow k W: Wind k E: Earthquake k H : Lateral Eartti k " P" = Gravity load,"+" sign is downward. V-Z M-X k-ft k-ft k-ft k-ft k-ft k-ft k-ft Moments create higher soil pressure at +Z edge. Shears push plate towards +Z edge. Anchor Bolts Anchor Bolt or Rod Description 5/8" Max of Tension or Pullout Capacity Shear Capacity Edge distance: bolt to plate Number of Bolts in each Row Number of Bolt Rows 1.250 2.0 1.0 Titl&Block Line 1 You can changes this area using the "Settings" menu item and then using ttie "Printing & Title Block" selection. Title Block Line 6 Titte: Dsgnr: Project Desc: Project Notes: Printed: 12 JA>I 2011,12:61PM 1 Steel Base Plate RIe: C:\Use(stotiiu-ctii\Documents\ENERCALC Data RiesViiiristiah city chun:tt-*.25-2010.ec6 ENERCALC, INa 1983-2011. Ver 6:0.25, N:11724 • Lie. #: KW-06004053 Licensee • Description: for F-3 GOVERNING DESIGN LOAD CASE SUMMARY Mu: Max. Moment 1.332 k-in Plate Desion Summary Design Method Allowable Stress Desiqn Governing Load Combination +D+L+H Governing Load Case Type /Vxial Load Only Design Plate Size 11" x 11" x 0 -3/4" Pa: Axial Load.... 33.000 k Ma: Moment 0.000 k-ft fv: Actual 0.000 ksi Fv: Allowable = 0.60' Fy /1.5 (per G2) 0.000 ksi Stress Ratio 0.000 Shear Stress OK ft3: Max. Bending Stress 9.470 ksi Fb: Allowable: 28.671 ksi Fy* ASIF/Omega Stress Ratio 0,330 Bending Stress OK fu: Max. Plate Bearing Stress.... 0.273 ksi Fp: Allowable: 1,236.364 ksi min( 0.85*fc*sqrt(A2/A1), 1.7'fc)/0me Stress Ratio 0,000 Bearing Stress OK J ^^^^pl^t^ A/6 d/J'T 1 If! 7^ i 2^' 7^ 4', CD p.i,=(i.{.^7x /.r-2>o^ ?.r>...1j/s I*- 0.) 1^ ^ -y ^ffi»ii ^ 0a T -f^ ^x^/>^ ^^yS«5/c t/V^(5t'-/<v l^e^K-riNl-j; t-LBMe-K^' d fi^^^-^i^ Spi*.-^&/ ^ fUK ^^/^p 6^/^ Sy^^A-\ ~ 2^,^ \l ^/?^\^ 24 v\/ y ./8 ^ ) ^ ^- ^ Y-UlsiE 7.2 ^NT(z.L f^^^'^f:^. 1 '5.p>,',? (.J ^4 IA ^6 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:14 PM Checked By:. Global Display Sections for Mennber Calcs 5 Max Internal Sections for l\/lember Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method' Cold Formed Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature <100F Concrete Code ACI 2002 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures 1 NI 0 0 0 2 N2 0 3.5 0 3 N3 10 0 0 4 N4 10 7 0 Cold Formed Steel Design Parameters Label Shape Lengthf... Lb-out[ft] Lb-in[ft] Lcomp top...Lcomp bot.. K-out K-in Cm Cb R Outs...In sway Ml CF1A 3.5 m2' CF2 10.595 M3 CF1A M4 CF3 12.207 M5 CF3 10.595 Cold Formed Steel Section Sets Label Shape Type Design List Material Desiqn Rules A fin21 1 (90,270) [i... 1(0,180) [in4] 1 CF1A 600S200-68 Column CS A570 33 TvDical .764 .4 4.101 2 CF2 600S200-68 Beam CS A570 33 Typical .764 .4 4.101 3 CF3 400S200-54 VBrace cu A570 33 Tvpical .5 1^287' 1.292 Load Combinations Description d+l SolvePD.. I Yes! Y SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 11 1 Cold Formed Steel Properties Label E Iksi) G fksil Nu Therm (\1E5F) Densityfk/ff'S] Yieldjksi] Ultimatefksi] 1 A570 33 29500 11346 .3 I .65 .49 i 33 52 2 A607 Cl 55 29500 11346 .3 1 .65 .49 1 55 70 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3b—X BRACE.r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011^--« 12:14 PM Checked By:_ No Data to Print. Joint Reactions (Bv Combination) LC Joint Label X[kl Yfkl MZ [k-ft] 1 1 NI -1.694 .883 0 2 1 N3 -3.606 1.901 0 3 1 Totals: -5.3 2.784 4 1 COG (ft): X: .166 Y:.106 Member Section Deflections 1 1 Ml 1 0 0 NC 2 2 0 -.01 NC 3 3 0 -.019 NC 4 4 0 -.028 NC 5 5 .001 -.035 NC 6 1 m2 1 .034 -.01 NC 7 2 .031 -.022 NC 8 3 .029 -.021 NC 9 4 .026 -.015 NC 10 5 .024 -.011 NC 11 1 M3 1 0 0 NC 12 2 0 -.01 NC 13 3 -.001 -.018 NC 14 4 -.002 -.024 NC 15 5 -.002 -.026 NC 16 1 M4 1 0 0 NC 17 2 .005 -.016 NC 18 3 .01 -.025 8909.45 19 4 .015 -.024 NC 20 5 .02 -.017 NC 21 1 M5 1 .033 .013 9917.973 22 2 .025 .002 NC 23 3 .016 -.004 NC 24 4 .008 -.004 NC 25 5 0 0 NC Member Section Forces LC Member Label Sec Axialfk] Shearfk] Momentfk-ftl Ml -.675 -.677 .047 .047 0 -.041 .679 .047 -.082 -.681 .047 -.123 .683 .047 .164 m2 1.755 -.014 -.164 1.753 -.02 .119 1.751 -.026 .058 1.749 -.032 .019 10 1.747 •.038 .11 11 M3 .636 .016 12 .632 .016 -.028 13 .628 .016 •.055 14 .623 .016 -.063 15 .619 .016 -.11 16 M4 -2.003 .008 17 -2.006 .004 •.018 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3b—X BRACE.r2d] Page 2 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:14 PM Checked By: Member Section Forces (Continued) 18 3 -2.009 0 -.023 19 4 -2.011 -.004 -.018 20 5 -2.014 -.008 0 21 1 M5 1 3.802 .008 0 22 2 3.803 .004 -.015 23 3 3.805 0 -.02 24 4 3.806 -.004 -.015 25 5 3.807 -.008 0 Member Cold Formed Steel Code Checks (Bv Combination) LC Member Shape UC Max Locfft] Shear UC Locfft] Pnfkl Tnfk] Mnfk-ft] Cb Cm Eqn 1 1 Ml 600S200-68 .118 3.5 .011 0 17.326 25.212 3.759 1 .6 C5.1.1-1 2 1 m2 60DS200-68 .231 0 .009 10.595 19.963 25.212 3.759 1 .85 C5.2.1-2 3 1 M3 600S200-68 .106 7 .004 0 19.727 25.212 3.759 1 .6 C5.2.1-3 4 1 M4 400S200-54 .225 6.23 .003 0 14.242 16.5 1.777 i 1 C5.1.1-1 5 1 M5 400S200-54 .500 5.297 .003 10.595 14.242 16.5 1.776 1 1 C5.2.1-1 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3b—X BRACE.r2d] Pages Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 . 12:11 PM Checked By Global Display Sections for Member Calcs 5 Max ihternal Sectioris for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method' Cold Forrned Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature <100F Concrete Code ACI 2002 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures 1 NI 0 0 0 2 N2 0 8.5 0 3 N3 9 0 0 4 N4 9 8.5 0 Cold Formed Steel Design Parameters Label Shape Lengthf.. Lb-out[ft] Lb-in[ft] Lcomp top.. Lcomp boi. K-out K-in Cm Cb R Outs...In sway Ml CF1A 8.5 1 1 M2 CF2 M3 CF1A 8.5 M4 GF3 12.379 M5 CF3 12.379 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] 1 (90.270) fi... 1 (0.180) Iin4] 1 CF1A 600S200-54 Column CS A570 33 Typical .613 .328 3.319 2 CF2 400S200-54 Beam CS A570 33 Tvpical .5 .287 1.292 3 CF3 400S200-54 VBrace cu A570 33 Typical .5 .287 1.292 Load Combinations Description d+l SolvePD.. lYes! Y" SR., BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Mill I \ r 1 r II ! I I I \ \ I Cold Formed Steel Properties Label E fksi] G fksi] Nu Therm (\1E5 F) Densityfk/ff^S] Yieldfksi] Ultimatefksi] 1 A570 33 29500 11346 .3 .65 .49 33 52 2 A607 Cl 55 29500 11346 .3 .65 .49 55 70 RISA-2D Version 9.1.0 [C:\RISA\christain city church-linr 7.5—X BRACE ~9 ft long.r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:11 PM Checked By No Data to Print... Joint Reactions LC Joint Label Xfk] Yfk] MZ fk-ft] 1 1 NI -.241 .565 0 2 1 N3 -1.131 3.158 0 3 1 Totals: -1.372 3.724 4 1 ; COG (ft): X:4.5 Y-8.42 Member Section Deflections 1 1 Ml 1 0 0 NC 2 2 -.001 -.004 NC 3 3 -.002 -.009 NC 4 4 -.003 -.013 NC 5 5 -.004 -.017 NC 6 1 M2 1 .017 -.004 NC 7 2 .017 -.008 NC 8 3 .017 -.01 NC 9 4 .016 -.011 NC 10 5 .016 -.012 NC 11 1 M3 1 0 0 NC 12 2 -.003 -.005 NC 13 3 -.006 -.009 NC 14 4 -.009 -.013 NC 15 5 -.012 -.016 NC 16 1 M4 1 0 0 NC 17 2 0 -.016 NC 18 3 .002 -.025 9624.854 19 4 .002 -.025 NC 20 5 .003 -.019 NC 21 1 M5 1 .016 .009 NC 22 2 .012 -.004 NG 23 3 .008 -.011 9624.854 24 4 .004 -.009 NC 25 5 0 0 NC Member Section Forces (Bv Combination) LC Member Label Sec Axialfk] Shearfk] Momentfk-ft] Ml .783 0 .779 .775 .771 •.001 .767 .002 M2 .242 .005 .002 .242 .001 -.008 .242 -.002 -.008 .242 -.006 10 .242 -.009 .017 11 M3 2.082 .002 12 2.078 .002 .004 13 2.074 .002 .009 14 2.07 .002 -.013 15 2.066 .002 -.017 16 M4 -.324 .007 17 -.328 .003 .016 RISA-2D Version 9.1.0 [C:\RISA\christain city church-linr 7.5—X BRACE -9 ft long.r2d] Page 2 J Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:11 PM Checked By:_ ) Member Section Forces (Bv Combination) (Continued) 18 3 -.331 0 -.021 19 4 -.334 -.003 -.016 20 5 -.337 -.007 0 21 1 M5 1 1.548 .007 0 22 2 1.551 .003 -.016 23 3 1.554 0 -.021 24 4 1.558 -.003 -.016 25 5 1.561 -.007 0 Member Cold Formed Steel Code Checks (By Combination) LC Member Shape UC Max Locfft] Shear UC Locfft] Pnfk] Tnfk] Mnfk-ft] Cb Cm Eqn 1 1 Ml 600S200-54 .096 0 .000 ol 14.641 20.229 3.043 1 .6 C5.2.1-3 2 1 M2 400S200-54 .047 9 .003 9 14.242 16.5 1.776 •\ .85 C5.2.1-3 3 1 M3 600S200-54 .260 8.5 .001 0 14.817 20.229 3.043 •1 .6 C5.2.1-2 4 1 M4 400S200-54 .054 6.319 .003 0 14.242 16.5 1.777 1 1 C5.1.1-1 5 1 M5 400S200-54 .217 6.319 .003 12.379 14.242 16.5 1.776 1 1 C5.2.1-1 RISA-2D Version 9.1.0 [C:\RISA\christain city church-linr 7.5—X BRACE -9 ft long.r2d] Page 3 1% T September 6, 2011 Crew Builder 6191 Cornerstone Ct, Ste 101 San Diego, CA92121 Attn: Jon Archer Re: C3 Church Jon, Please accept this correspondence as verification that the switchgear bolts and the conductors have been adequately tightened to meet and/or exceed the manufacturers required torque: Bolts • 1/4" bolts 65 inch pounds • 5/16" bolts 10.8 foot pounds • 3/8" boks 20 foot pounds • Vl' bohs 50 foot pounds Conductors • 14-1 Oawg 3 5 inch pounds • 8awg 40 inch pounds • 6-4awg 45 inch pounds • 2-1/0 50 inch pounds • 2/0-350MCM 55 inch foot pounds We thank you for using Cooper Electric for this project and if we can be of any further assistance please do not hesitate to call. Sincerely, Greg Loudermilk Cooper Electric 1943 Friendship Dr., Ste F, El Cajon, CA 92020 • 619.579^42^£ax;^6X2i479.6047 KSGL Inc. Lic# C10-792248 GHOSTRIDER INC PH. 619-379-0735 Fax 619-473-8607 E-mail, Ghostriderinc@sbcglobal.net cuENT C3 Church DATE 8/12/2011 ARCHITECT domusstudio architecture 2150 West Washington, Ste. 303 San Diego, CA 92110 ENGINEER C. C. Chen Engineering 13148 Valewood Rd., Poway, Ca.92064 CONTRACTOR Crew Builders Any Where Any Time Around the World, Around the Cloc P.O. 1508 Pine Valley Ca. 91962 E-Fax 619-367-5791 DAILY INSPECTION REPORT PROJECT C3 Church 2716 Gateway Road Carlsbad, CA 92009 Ghostrider. Inc. R«j..De|Ra«!Reo* BUILDING PERMIT/DSA/OSHPD# CB 10-2522 PLAN FILE # Not Applicable w.o.# Not Applicable ADDRESS CITY JOB# INSPECTION SAMPLES QTY. MATERIAL DESCRIPTION CHECKLIST Soil Technician Approved Plans Available Code: C.B.C. 2010 REIVIARKS: Inspected soil for new sidewalks at front of building, using 34" Dia. probe with 180 Lbs on handle, would not penetrate more than 1". Bottoms of excavation were found to be 90% plus, probe would not penetrate more than 1.00" inch anywhere. Material was found to be native and in undisturbed condition. Work on project is ongoing. CERTIFICA TION OF COMPUANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the buiUing codes. For this report to be valid it must have a final report, signed by the special inspector, stating "Final Report of Inspection and material testing". Without a final report this document Is invalid. This report coven the locations itf the work reported only and doesn't constitute engineering opinhn or project control. Time in: 11:00 AM Time out: Authorization: THE DEPUTYS Signature A.W.S. & IXX. & otsinger n Diego #728. This is not a government form. The Federal. State. County ond Otvseals not used for advertising, marltetina or promotions. This document ii used to convey comoUance with the Codes. under Federal, State. County and Citv Codes 12010 C.B.C). This document Is W.G.A.S.A. Inc. /Ghostrider, Inc. 01-2008. Rev. (15) 05/02/2011 KOHLER. FAUCETS Features . Brass construction • Fixture-mount design » Includes a 9 V lithium battery • Intended for toilet installations witti 1-1/2" spud coupling connection • Electronic infrared sensor with WAVE technology for accurate activation • Retrofit models require a control stop and vacuum breaker m 1.28 gpf (4.8 Ipf) flush flow rate for low water consumption [K-10673 and K-10666} . 1.6 gpf (6 Ipf) flush flow rate [K-10674 and K-10677] • Slow-closing piston technology Codes/Standards Applicable Specified model meets or exceeds the following: . AS/WE A112.18.1/CSA B125.1 . ADA . ASSE 1037 . CSAB64 . FCC 47. Part 15 . EN 55022 . ICES-003, Class B . ICC/ANSI A117.1 • CSAB725.3 EXPOSED WAVE FLUSH VALVE K-10673 ALSO K-10674, K-10677, K-10666 ADA Colors/Finishes • CP: Polished Chrome Specified Model: Model Description Colors/Finishes K-10666 Exposed WAVE flusti valve retrofit - 1.28 gpf (4.85 Ipf) • CP K-10673 Exposed WAVE flush valve - 1.28 gpf (4.8 Ipf) • CP K-10674 Exposed WAVE flush valve - 1.6 gpf (6 ipf) • CP K-1Q677 Exposed WAVE flush valve retrofit - 1.6 gpf (6 Ipf) • CP PRODUCT SPECIFICATION Electronic flush valve shall be made of brass construction Valve shall feature electronic Infrared sensor with WAVE technology for accurate activation. Valve shall be of a fixture-mount design Product is intended for toilet installations with a 1-1/2" spud coupling connection, and retrofit models require a control stop and vacuum breaker Valve shall have a 1.28 gpf (4.8 Ipf) flow rate for low water consumption [K-10673 and K-10666] or 1.6 gpf (6 Ipf) flow rate [K-10674 and K-10677]. Valve includes a 9 V lithium battery. Valve shall have slow-closing piston technology Product shall be Kohler Model K- -CP. Page 1 of 2 1108709-4-E USA/Canada: 1-800-4KOHLER (1-800-456-4537) www, kohler.com BUILDING ENERGY ANALYSIS REPORT PROJECT: 03 Church 2716 Gateway Road Carlsbad, CA 92008 Project Designer: Domusstudio Architecture 2150 West Washington, Ste 303 San Diego , CA 92110 619-692-9393 Report Prepared by: MERRICK + ASSOCIATES 9606 Tierra Grande St. Ste 206 San Diego , OA 92126 858-549-9980 Job Number: 1021 Date: 12/21/2010 The EnergyPro computer program has been used lo perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 25 Form MECH-MM Mechanical Mandatory Measures 26 EnergyPro 5.1 by EnergySoft Job Number: ID: 1021 User Number 2993 PERFORMANCE CERTIFICATE OF COMPLIANCE (Parti of3) PERF-1 C Project Name Date C3 Church 12/21/2010 Project Address 27^6 Gateway Road Carlsbad Climate Zone CA Climate Zone 07 Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: 13 Nonresidential O Relocatable - indicate O High-Rise Residential • specific climate zone O Hotel/H4otel Guest Room • all climates Phase of Construction: Q New Construction • Addition • Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building featiwes 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. Documentation Author i Name oavid Menick signature Vr/^ -yx— Company MERRICK + ASSOCIATES ^ Date 12/21/2010 Address ggOS Tierra Grande St. Ste 206 PhOf* 858-549-9990 City/State«p sanDiego, CA 92126 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. 1 hereby affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to • • jSC sign this document as the person responsible for its preparation; and that 1 am licensed in the State of California as a civil engineer, mechanic^ engineer, electrical engineer, or 1 am a licensed architect. 1 affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code by section • • • 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that 1 am a licensed contractor performing this work. 1 affirm that 1 am eligible under Division 3 of the Business and Professions Code to sign this document • • • because It pertains to a staicture or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. Principal Envelope Designer Name Signature Cof'npsny DomusstucSo Architecture Date Address 2ISO West Wa^lngton, Ste 303 Ucense# City/Stale/ZIp san Diego. CA 92110 Phone 5/9.^92-9393 Principal Meciianicai Designer ^^'^^ Davkl Men-ick Comparty f^^^j^ ^ Assoaates, Inc. "^•^ December 21, 2010 Address gg^g Grande St Ste 206 License # 22271 Clty/State«p san Diego, CA 92126 Phone g58.549.99so Principal Lighting Designer Name Signature Company K/useanrfAssocfafes Date Address ^2245 Worid Trade Drive, Suite E Ucense# Cny/State«p san Diego. CA 92128 Phone (358)676-97/6 INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box it worksheets are included) SI ENV-IC Certificate of Compliance. Required on plans, Q MECH-1 C Certificate of Compliance. Required on plans. Bi LTG-1C Certificate of Compliance. Required on plans. d MECH-2C AlrAVater Side/Service Hot Water & Pool Requirements. • LTG-2C Ughting Controls Credit Worksheet. EZI MECH-3C Mechanical Ventilation and Reheat. • LTQ-3C Indoor Lighting Power MIowance. 0 MECH-5C Mechanical Equipment Details. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 3 of 26 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1 C Project Name Date C3 Church 12/21/2010 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Standard Proposed Compliance Space Heating 0.71 0.28 0.43 Heating Space Cooling 151.10 134.56 16.55 Cooling Indoor Fans 126.27 126.27 -0.01 Fans Heat Rejection 0.00 0.00 0.00 Heat Rej Pumps & Misc. 0.00 0.00 0.00 Pumps Domestic Hot Water 45.57 45.57 0.00 DHW Lighting 79.69 79.69 0.00 Lighting Receptacle 33.39 33.39 0.00 Receptacle Process 0.00 0.00 0.00 Process Process Lighting 0.00 0.00 0.00 Process Ltg TOTALS 436.73 419.76 16.97 Percent better than Standard 3.9% ( 3.9 % excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones (N) 0deg 1 Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Natural Gas Available On Site 11,248 10,378 Yes sqft. sqft. sqft. Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 2,373 sqft. 0 sqft. 0.0% Left Elevation (E) 1,389 sqft. 267 sqft. 79.2% Rear Elevation (S) 2,727 sqft. 478 sqft. 77.5% Right Elevation (W) 987 sqft. 80 sqft. 8.1 % Total 7,476 sqft. 825 sqft. 11.0% Roof 70,373 sqft. 0 sqft. 0.0% Standard Prescriptive Lighting Power Density Prescriptive Envelope TDV Energy 1.407 225,830 W/sqft. Proposed 1407 212,664 Prescriptive Values for W/sqft. Comparison only. See LTG-IC for allowed LPD. Remarks: EnergyPro 5.1 bv EnergySoft User Number: 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 4 of 26 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 Of 3) PERF-1 C Project Name C3 Church Date 12/21/2010 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) AC -1 ASSEI^BLY ASSEMBLY Religious Worship 3,073 *1.500 AC-2 ASSEMBLY ASSEMBLY Religious Worship 3,073 '1.500 AC - 3 MEETING RM 102 MEETING ROOM #102 Classroom, Lecture, Traininc 806 '1.200 AC-4 LOBBY LOBBY Lobby, Main Entry 1,617 '1.500 AC - 5 MEETING RM 112-1 MEETING RM 112-114 Classroom, Lecture, Traininc 1,698 '1.200 AC-6 MEETING RM#111 MEETING RM #111 Classroom, Lecture, Traininc 981 '1.200 Notes: 1. See LTG-1 C (items marked with asterisk, see LTG-1 -C by others) 2. See LTG-2C 3. See LTG-3C (by others) 4. See LTG-4C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST tiie local enforcement 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 HVAC System AC -1 ASSEMBLY includes Demand Control Ventilation per Standards Section 121. The HVAC System AC-2 ASSEMBLY includes Demand Control Ventilation per Standards Section 121. The HVAC System CARRIER S0HCQ07 (67) includes an Economizer This system has a cooling output < 75,000 Btuh or a supply cfm < 2500. The exceptional features listed in this performance approach appiication have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 5 of 26 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 Of 3) ENV-IC Project Name C3 Church Date 12/21/2010 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: ES New Construction • Addition • Alteration Approach of Compliance: • Component Bl Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type' £ £ < Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status* Pass Fail' 1 Roof 3,073 (N) 0.032 R-30 4.2.1-A8 New • • 2 Wall 1,187 (N) 0.169 None 13.0 Metal 4.3.6-D5 New • • 3 Wall 200 (W) 0.169 None 13.0 Metal 436-D5 New • • 4 Wall 336 <S) 0.169 None 130 Metal 4.3.6-D5 New • • 5 Slab 2,638 (N) 0.730 None 4.4.7-A1 New • • 6 Roof 3,073 (N) 0.032 R-30 4.2.1-A8 New • • 7 Wall 1,187 (N) 0.169 None 130 Metal 4.3.6-D5 New • • 8 Wall 336 (S) 0.169 None 13.0 Metal 4.3.6-D5 New • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fomn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type'' N n 0) < Orientation N, E, S, W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status* Pass S. 1 Window 80 m 0.710 Default 0.600 Default • New • • 2 Window 478 (S) 0.710 Default 0.600 Default • New • • 3 Window 267 (E) 0.710 Default 0.600 Default • 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 correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 6 of 26 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti Of3) ENV-IC Project Name C3 Church Date 12/21/2010 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: Q New Construction • Addition • Alteration Approach of Compiiance: • Component Bl Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type' c I tn £ uT o z u .ts 0) > 3 — 7S > > to "7 O DC o >< to UJ > O O) a k 111 u. S c 11 £ u. •a c £ o. -> < c o O 3 U (0 to 10 (S Q. 9 10 354 (E) 0.169 None 13.0 Metal 4.3.6-D5 New Slab 2,638 (N) 0.730 None 4.4.7-A1 New 11 12 13 14 15 16 Roof 806 (N) 0.032 R-30 4.2.1-A8 New Wall 248 (E) 0.169 None 13.0 Metal 4.3.6-D5 New Slab 806 (N) 0.730 None 4.4.7-A1 New Roof 1,617 (N) 0.032 R-30 4.2.1-A8 New Wall 48 0.169 None 13.0 Metal 436-05 New Wall 586 (S) 0.169 None 13.0 Metal 4.3.6-D5 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 correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type' c n £ < Orientation N, E, S, W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status* Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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: 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 7 of 26 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name C3 Church Date 12/21/2010 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area ^1248 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4G with submittal) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component SI Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type 3 in o oc o >< a Ul > o o> 4) w •a 3 UJ u. tc S c £ u. X •o c •e «> -> < c •2, U 3 o 3 u in CS Q. 17 18 Wall 465 (E) 0.169 None 13.0 Metal 4.3.6-D5 New Slab 1,617 (N) 0.730 None 4.4.7-A1 New 19 20 21 22 23 24 Roof 1,228 (N) 0.032 R-30 4.2.1-A8 New Wall 108 (W) 0.169 None 13.0 Metal 4.3.6-D5 New Wall 837 (S) 0.169 None 13.0 Metal 4.3.6-D5 New Slab 1,698 (N) 0.730 None 4.4.7-A1 New Roof 576 (N) 0.032 R-30 4.2.1-A8 New Wall 551 (W) 0.169 None 13.0 Metal 4.3.6-D5 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 correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type' Area (ft') Orientation N, E,S,W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status* Pass ID w u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 8 of 26 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 Of 3) ENV-IC Project Name C3 Church Date 12/21/2010 Project Address 2776 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space ^ 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component Bl Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type' .2 5 3 in d> iif s> >. = — CS CS •? O CC o ~ o X CS UJ > ^ £ O k. t- X 3 UJ u. oc o i > ci'E _>< •a c £ o. -> < c o K'CO •D 3 o tn ID III CB a. 25 Wall 155 (S) 0.169 None 13.0 Metal 4.3.6-D5 New 26 Wall 56 (E) 0.169 None 13.0 Metal 4.3.6-D5 New 27 Slab 981 (N) 0.730 None 4.4.7-A1 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 correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type' Area (ft') Orientation N, E, S,W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status' Pass '5 u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 9 of 26 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-IC Project Name C3 Church Date 12/21/2010 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 Performance Approach. 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 and16 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 lb/ft'. Greater than 2:12 pitch. • • • • Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and themnal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV-2C. • • • • Low-sloped Metal 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. • • • • The roof area covered by building integrated photovoltaic panels and building integrated solar themial panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerav.ca.aov/title24/ • • • • Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/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 this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope S 2:12 >2:1Z Product Weight < 5llj/ft^ 2 5lb/ft^ Product Type' Aged Solar Reflectance' Thermal Emmitance SRl^ Pass Fail^ • • • • n' • • • • • • n* • • • • • • n' • • • • • • • • • • • • a' • • • • • • • • 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.ora/Droducts/search.php 2. Indicate the type of product is being used for the roof top, i.e. single-ply roof, asphalt roof, metal roof, 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+0.7(Pi„iiiai - 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 at httD://www.enerav.ca.aov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to coffect. 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 • Other Discrepancies: EnergyPro 5.1 by EnemvSoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 10 of 26 CERTIFICATE OF COMPLIANCE (Part 3 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV-IC Project Name C3 Church Date 12/21/2010 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 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 will 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 riot 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 Double Metal Tinted 825 • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 11 of 26 CERTIFICATE OF COMPLIANCE (Parti of3) LTG-1 C Project Name C3 Church Date 12/21/2010 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 (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 Lighting Schedule is only for: CONDITIONED SPACE UNCONDITIONED SPACE IZI 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 with the 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 How wattage Was determined Field Inspector* None or Item Tag Complete Luminaire Description' (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable eletrtronic ballasts) Special Features Watts per Luminaire CEC Default From NA8 According To §130(dore) Number of Luminaires Installed Watts (C X F) Pass 'to u. Designed Allowance: 1617 sqft at 1.500 w/sf • • • 2,426 • • Designed Allowance: 1698 sqft at 1.200 w/sf • • • 2,038 • • Designed Allowance: 3073 sqft at 1.500 w/sf • • • 4,610 • • Designed Allowance: 3073 sqft at 1.500 w/sf • • • 4,610 • • Designed Allowance: 806 sqft at 1.200 w/sf • • • 967 • • Designed Allowance: 981 scfft at 1.200 w/sf • • • 1,177 • • • • • O • • • • • • • • • O • • • • • • • • • o o • • • • o • • • O • • • • • • • • • • • • • • • • • • • • o • • • • • • • • • • • • • • • Installed Watts Page Total: 15,827 Building total number of pages: Installed Watts Building Total (Sum of all pages) Enter into LTG-1 C Page 4 of 4 15,827 1. Wattage shall be determined according to Section 130 (d and e). 2 . If Fail then describe on Page 2 of the Inspection Checklist Form Wattage shall be rating of light fixture, not rating of bulb. and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 12 of 26 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name C3 Church Date 12/21/2010 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for ail spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft^, automatic daylighting controls for daylit areas > 2,500 ft^, d) shut-off controls, e) display lighting controls, f) tailored lighting controls - general lighting controlled separately from display, ornamental 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 Building Special Features Pass Fail • O • • • • • • • • • • D O • • • • • • • • • • • • • • • • • • • • • • • 0 O • O • • • • • • o • • • • • o • • • • • o • • o • • • • • D SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-1 C) The local enforcement agency should 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 othenwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 13 of 26 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name C3 Church Date 12/21/2010 CONDITIONED ANO 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-1 C, Page 2) 15,827 Installed Lighting (from Unconditioned LTG-1 C, Page 2) 0 Lighting Control Credit Conditioned Spaces (from LTG-2C) 0 Lighting Control Credit Unconditioned Spaces (from LTG-2C) 0 Adjusted Installed Lighting Power 15,827 Adjusted Installed Lighting Power 0 Complies if Installed ^ Allowed ^ Complies if Installed ^ Allowed [ ] Allowed Lighting Power Conditioned Spaces (from LTG-3C or PERF-1) 15,827 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. 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 Gode Compliance. If ail 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 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 LTG-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 LTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Controls for Credits LTG-2A Equipment Requiring Testing Description Number of Luminaire controls Location Controls and Sensors and Automatic Daylighting Controls Acceptance • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft UserNumber 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 14 of 26 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name C3 Church Date 12/21/2010 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces P, Unconditioned Spaces *-* (affidavit) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC - 1 ASSEMBLY • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity^ 142,000 Btu/hr • • Minimum Heating Efficiency^ 3.20 COP • • Max Allowed Cooling Capacity^ 148,800 Btu/hr • • Cooling Efficiency^ 10.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer Diff. Enth (Integrated) • • Thermostat Setback Required • • Fan Control Constant Volume • • FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC-2 ASSEMBLY • • Equipment Type^: Pac/cagedDX • • Number of Systems 1 • • Max Allowed Heating Capacity' 142,000 Btu/hr • • Minimum Heating Efficiency' 3.20 COP • • Max Allowed Cooling Capacity' 148,800 Btu/hr • • Cooling Efficiency' 10.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer Diff. Enth (Integrated) • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 15 of 26 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name C3 Church Date 12/21/2010 Project Address 27^6 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. Bl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC - 3 MEETING RM 102 • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 34,000 Btu/hr • • Minimum Heating Efficiency' 8.00 HSPF • • Max Allowed Cooling Capacity' 36,700 Btu/hr • • Cooling Efficiency' 15.6 SEER/12.7EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC-4 LOBBY • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 55,000 Btu/hr • • Minimum Heating Efficiency' 8.20 HSPF • • Max Allowed Cooling Capacity' 61,500 Btu/hr • • Cooling Efficiency' 15.0 SEER/12.5 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 16 of 26 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti Of4) MECH-1 C Project Name 03 Church Date 12/21/2010 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,248 Addition Floor Area n/a GENERAL INFORMATION Building Type: Bl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. 01 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC - 5 MEETING RM 112-114 • • Eguipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 70,000 Btu/hr • • Minimum Heating Efficiency' 3.40 COP • • Max Allowed Cooling Capacity' 73,700 Btu/hr • • Cooling Efficiency' 12.0 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer Diff. Enth (Integrated) • • Thermostat Setback Required • • Fan Control Constant Volume • • FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC-6 MEETING RM #111 • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 46,000 Btu/hr • • Minimum Heating Efficiency' 8.10 HSPF • • Max Allowed Cooling Capacity' 47 300 Btu/hr • • Cooling Efficiency' 15.8 SEER/12.8 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 17 of 26 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 Of 4) MECH-1 C Project Name C3 Church Date 12/21/2010 Discrepancies: EnergyPro 5.1 bv EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 18 of 26 o o UJ o CO n m CL CO -I o LU z o > (D OC UJ z UJ z o I-o UJ Q. (0 UJ U. •o c <0 UJ O o O UJ Ui o g o 2' CO a- O tu "O to •5..° to o I- tD o c ra Q. o o o < •D fU k_ '3 a- CC u u 0) .2 toii tD C *- 0) til ts 3 tl) cr ~ tu ±= tD tD to C tD O) •<n «» tD cn "D 0) (D ~ « <^ to — to E 3 cr tD (D jO (0 s ^ o « * il to 3 "5 5" <D tD (O ID O T3 . C >% o c lU w 3 a) III tD to O „_ c — to &B to u S? iS •5. _ (D to o to Q. 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E CO ..i o cry o Bco ID LU ^ ffl - 0) o ID ^ to < ffl c ID n . o a Q CO < o8 CO .2 U. ffl t3)Q O .2 1- Q O o o o CM 2 CM o • • • • • • • • • • • • • CM c4 • • • • • • • • • • • • • • • • • CO Ol C» CM 3 p CM P G. s o o 3: o Ul 5 p 52. <o o O O 1 Uj 5 p !0 P IO O O O § CO P: LU tt Q: 5 o I CD 5s I Ul AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date C3 Church 12/21/2010 item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) item or System Tags (i.e. AC-1, RTU-1, HP-1) AC -1 ASSEMBLY AC - 2 ASSEMBLY AC - 3 MEETING RM 102 Number of Systems 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation Indicate Page Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 3.20 COP 3.20 COP 8.00 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 10.6 EER 10.6 EER 15.6 SEER/12.7 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(b) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(b) 3,316 cfm 3,316 cfm 375 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(c) Yes Yes No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(e) Setback Required Setbacl< Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(q) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 108,628 Btu/hr 108,628 Btu/hr 26,010 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 120,329 Btu/hr 120,329 Btu/hr 30,319 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) Diff. Enth (Integrated) Diff. Enth (Integrated) No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 21 of 26 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date C3 Church 12/21/2010 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC-4 LOBBY 10 - 5 MEETING RM 112-1U AC - 6 MEETING RM#111 Number of Systems 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation Indicate Page Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 8.20 HSPF 3.40 COP 8.10 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 15.0 SEER/12.5 EER 12.0 EER 15.8 SEER/12.8 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(b) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(b) 375 cfm 660 cfm 375 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 122(q) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 42,074 Btu/hr 53,549 Btu/hr 35,189 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 57,174 Btu/hr 63,556 Btu/hr 40,829 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer Diff. Enth (Integrated) No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page22of26 o CO I O UJ < UJ X Ul QC Q z < z o 5 UJ > _l < o o UJ (D -I g o 2" CO Q- O CM S T— CM C£0 z o _l H Z Ul > _l < o z < X o Ul ID c aii. o .ro = O in 0) CO 01 O c; .9 .2> c3 >= a S < u. LJ 0) > . .oO I Cl iS o LU •> ™ ffl CC S Q UJ o D> g - O (D CO fflE d ^ C OJ LL E 8uj 5 O u. ffl i2 O cxffl (U ffl fog ns (D • O < X m ET ffl-fc o °- c •g 10, o ^ O E w c o N ID Q o o O C3 O E S .ii C _3 S C3 Q E E to 0) O) <]> c « <<s ffl ^ £ ffl 3 u 2: DC CD CT TJ _ ffl S CO 0) E -D .b: a) < £ ffl s c ra CO OJ I CT|UJ I ID fi o I X o UJ o Si! ra o tr CO Q- 0) < I-UJ Q UJ a O UJ < o g-s E A-*:. Q. X ffi Q. o CO c o > u c ffl o IE Ul o 0) e o UJ >- cc < S (0 OC Ul o I- Q Z < DC UJ ffl E CO c ffl E Q. 3 Ul X o UJ .2 10 l« o — -J o -a k. c o a *^ in o ts « Ul ffl c Ul _: CO On > (3 a c •c ffl CO cc >< 5 E o (0 C5 IS in 2 o ES £*: Q. u] E 5 2 o ES ffl L UJ o 0) E CB z E ID CO >< • • CS • o ffl I c CM C^l O o s oc .Q E 2 o I ffl £ .Q I fi ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name C3 Church Date 12/21/2010 DESCRIPTION Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Titie 20 Chapter 4, Article 3. §118(c): Aii Insulating Materials shall be installed in compiiance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-vaiue of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are obsen/able sources of air leakage shall be caulked, gasketed, weatherstrlpped 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 cfm/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 with NFRC 100, or the applicable default U-factor. §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): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstrlpped (except for unframed glass doors and fire doors). EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 25 of 26 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name C3 Church Date 12/21/2010 Equipment and System Efficiencies §111: Any appliance for which there is a Caiifornia 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: IA. Each space conditioning system sen/ing building types such as offices and manufacturing facilities (and ali others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 1B. An occupancy sensor to control the operating period of the system; or IC. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b): Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §121(f): Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system sen/ing 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) Instaiiation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2010-12-21711:26:29 ID: 1021 Page 26 of 26 ^ COMMUNITY // t-A/^ii iTice Development Services FACILITIES Building Division ^ c'TY OF DISTRICT NO. 1 1635 Faraday Avenue f^ARI SRAF) NON-RESIDENTIAL 760 602 2719 * L_*JLI/VL/ g 22 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read tinis option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all Information shown. C3 Center, LLC 760-804-85254 Name of Owner Telephone 5838 Edison PI, Ste. 100 2716 Gateway Rd. Address Project Address Carlsbad, CA 92010 Carlsbad, CA 92009 City, State Zip City, State Zip 213-263-02-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CBl 02522 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Tlme Special Tax: $ 4,522.86 Owner's Initials . OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. /j Maximum annual Special Tax: $ 625.06 Owner's initials YjCyLy I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJ.E(5^IR0PE9TY AND TyAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. A' Tgrfature afProlijefty Owner Title Date The City of Carisbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use Churech Imp.Area 1 FY 10/11 Annex date 03/03 Factor .4082 X Square Ft. 11080 = $4,522.86 B-32 Page 1 of 1 Rev. 07/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 12-20-a?ip Business Name c'b CiV0i2cM Street Address tllLc (oAVe.v^A-i RoAO fecaLO(»^ X cv^aL±>&AO> <::>\ q2ocq Email Address BW cSx .a o^^aA£lie.<^o . WASTEWATtSV AUTHDRlTYl PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) ^ Checl< all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting/Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel IVIanufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (I.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting / Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical l\/lanufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation IVIanufacturing Coating (i.e. phosphating) Print Shop Fertilizer IVIanufacturing Chemical Etching / Milling Research and Development Film/X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waste Treatment/Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):, Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type/volume): Date operation began/or will begin at this location: y'^^/^ ^(^// Have you apofed for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes (J^ If yes, when: Site Contact Az^ Signat! Title y^A^z-^^yC Phonenc-^So-^C^^ZZBS <5;z.^^ ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, GA 92011 (760)438-3941 FAX: (760)476-9852 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Business Contact Telephone # ( 1U>0 ) Project Address City State CA Zip Code APN# Mailing Address City 6'6afe eoitjooi pLAce fxiiTtioD c.Am.'o&>fi<o state Zip Code Plan File# Project Contact DAvIlO VCejTEI.- Q> doKviU^tyl-ocli o Srch i 4-e.cH-ore- Telephone # ( The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. 6. Oxidizers 10. 7. Pyrophorics 11. 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids 8. Unstable Reactives 12. Water Reactives Cryogenics Highly Toxic or Toxic Materials Radioactives 13. Corrosives 14. Other Health Hazards 15. None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building pemiit. FEES ARE REQUIRED. Expected Date of Occupancy: YES NO • Is your business listed on the reverse side of this form? (check all that apply). • 13* Will your business dispose of Hazardous Substances or Medical Waste in any amount? • ^ Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? • Will your business use an existing or install an underground storage tank? • ^ Will your business store or handle Regulated Substances (CalARP)? • Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? • CalARP Exempt / Date Initials • CalARP Required I Date Initials • CalARP Complete I Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. 1. YES • • • • • Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdaDCd.orq/info/facts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.qov/re/sd/: or contact the appropriate school district). JBC Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: 1 declare under penalty of perjury that to the best of my knowledge and belief the resmjnses mads'hereiB are true and correct. DAN;in v:e.tTgu- /)^//f//- Name of owner or Authorized Agent Signature of Owner or Autlnorized Agent FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION; BY: IZ~/ 20 I 20/0 Date DATE: EXEMPT OR NO FURTHER rNFORMATlON REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (04/07) County of San Diego - DEH - Hazardous Materials Division SAN DIEGO ff^ ^ ^ April 11,2011 6- >.<V if Mike Peterson City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 RE: Building Permit for CUP 10-00 Christian City Church De£ir Mr. Peterson: As you are aware, Christian City Church would like to obtain a building permit for tenant improvements at 2716 Gateway Road as soon as possible. Since Christian City Church is a religious non-profit organization we would like to respectfully request that this project be exempt from the payment of Public Facilities' Fees to the City of Carlsbad. Our Tax Exempt Number is 38-3726482. None of the area within our building at 2716 Gateway Road will be used for monetary gain or will there be fees charged for the use of any portion of our building. It is our understanding that the City of Carlsbad does not require the payment of PFF fees for non-profit organizations. If you need any additional information, please feel free to contact me. Alicia Williams CC Mike Howes David Keitel C3 CHURCH SAN DIEGO 5838 Edison Piece Suite TOO Carlsbad, CA 92008 PHONE . 760.804.8524 FAX . 760.804.8527 WEB. C3SANDIEGO.COM BLOG . INOTHERWORDSBLOG.COM 00 m f- go M >o ^ BO 2 Tl ss :D e o m s 0) 06-16-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR11065 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2716 GATEWAY RD CBAD PGR 2132631600 Lot#: $0.00 Construction Type: CBl02522 C-3 CHURCH: VARIOUS STRUCTURAL & ARCHITECTURAL REVISIONS 0 NEW Status: ISSUED Applied: 05/31/2011 Entered By: JMA Plan Approved: 06/16/2011 Issued: 06/16/2011 Inspect Area: Applicant: DAVID KETTEL Owner: C 3 CENTER LLC 619-692-9393 5838 EDISO PL #100 CARLSBAD CA 92008 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $375.00 $0.00 $0.00 Total Fees: $375.00 Total Payments To Date: $375.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as lees/exactions." You have 90 da-ys from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv othenvise expired. ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 wwwf.carlsbadca.gov Plan Check Revision No. _ Plan Check No.. Project Address Z^\(p /jifTf^W^y ^qB.>^\hiJhVK.\/*^ T. Date. icTf>^,js j^^rppg , Ph/p(l7^?Mft^Fax Email 4^V|Jj, \^^^&lf,mk^o.(J>\ Contact Address Contact, General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: iXI Plans 1^ Calculations • Soils • Energy • Other 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way. alter the exterior of the project? Yes 6 Does this revision add ANY new floor area(s)? • Yes ]^ No T Does this revision affect any fire related issues? • Yes |^ No 8 Is this a complete set? Yes Q No • No ^Signature- 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: 6/13/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 10-2522. rev(PCRll-65) SET: I PROJECT ADDRESS: 2716 Gateway Road Building I PROJECT NAME: c3 Church T. I. Revisions I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. n The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person . Q ^ El REMARKS: All A sheets shall be signed by tlli^ifctlttect By: David Yao Enclosures: original approved plan EsGil Corporation • GA • EJ • PC 6/3 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 Dominy-I-Associates Architects @ domusstudio LLP 27 May 2011 City of Carlsbad Development Services 1635 Faraday Avenue Carlsbad, CA 92008 Plan Check No.: Project Name: Project Address: 10-2522 c3 2716 Gateway Road Building I Plan Change Delta 1 (Dated Mav 13.20111 Sheet # Remarks T1.0 C-1 A0.3 A1.1 A1.1a A1.3 A1.4 A3.0 Sheet index updated. ADA parking relocated to rear/north existing parking lot. ADA parking relocated to rear/north existing parking lot. Hardscape area reduced. Wall types revised. Coffee Bar casework revised off of Lobby 100. Meeting Room 102 casework revised and window wall elevation revised. Doors in Storage Rooms 120,121,122 revised to single leaf doors. Wall locations revised at main entry to capture steel frames. Steel columns and grid overlaid on plan. Steel columns are exposed in Meeting Room 112 next to Storage Room 120. Stage omitted from project and associated ramp. Font Equipment relocated to be below font. Janitor service sink revised to wall mounted service sink. New sheet added. Dimensions and wall types move from sheet Al .1. Roof plan updated to show revised mechanical unit locations. Size of theatrical lighting grid reduced in size. Light fixtures revised. Section revised. No elevated stage shown and Meeting Room 102 window wall updated. Senior Principal: A. Lsvris Dominy III, AIA Pr'mcipaii: ^lyns Holkin AIA, David PbHer AIA, Joltn Pyjar AIA Auociatei: David Ke'rtal 2150 Wut Wuhington, Suits 303, Son Diego, California 92110 Tel 619.692.9393 Fax 619.692.9394 domussludlo.com S2.0 S5.0 Dominy 4-Associates Architects @ domusstudio LLP ^^Qstuilio A3.1 Section revised. No elevated stage shown. A4.0 Toilet fixtures revised to floor mount fixtures. Mop sink in Janitor Closet 110 revised to wall mount mop sink. A4.1 Stair elevation facing the lobby revised to omit book cases. Meeting Room 102 casework revised. Coffee Bar casework revised. Keynotes revised. A4.2 Font section added. Stair guardrail detail added. A5.1 Detail 6 omitted. A5.2 Detail 20 revised. Detail 13,16 omitted. A5.3 Detail 5,13,16 omitted. Detail 17 revised. Detail 20 added. A5.4 Detail 15,16 omitted. Details 14 revised to show correct framing. A6.0 Wall type W4A and W4B omitted. Dropped gypsum board ceiling updated. A6.1 Window type C omitted. Window type B revised to align with top of door frame. Doors in Storage Rooms 120,121,122 revised to single leaf doors. A7.0 Finish plan update. Stage and access ramp omitted. SO.2 Details 1,2, 3, 9 omitted. Details 4, 7 omitted and replaced with new details. Detail 5 revised. Detail 8 added. S1.0 Enlarged plan of storage area above nursery omitted. Elevated framing and stage framing omitted. Operable partition steel beam and columns omitted. Footing sizes revised. See note 1. Detail references revised. Frame elevations updated with revised framing. Detail sheet revised. Detail 8 remains the same. Ml .0 The manufacturer of the rooftop packaged heat pumps changed from Carrier to Trane. This change caused several characteristics of the units to change including electrical, the unit footprint, accessories, etc The number of rooftop HVAC units was reduced from 6 to 5. The number of tons of cooling changed for some units due to the removal of one HVAC unit. Page 2 of3 Dominy+Associates Architects @ domusstudio LLP stuillo M2.0 Plenum drops, ductwork layout, and some supply and return grille locations changed due to the new unit placements. AC-3, AC-4 and AC-5 have been changed to down discharge units from horizontal discharge units. The number of rooftop HVAC units was reduced from 6 to 5. Locations of plenum drops for AC-1 and AC-2 have changed. Review entire sheet for changes. M3.0 AC-3, AC-4 and AC-5 have been changed to down discharge units from horizontal discharge units. Ductwork layout on the roof has changed for AC-1 and AC-2. Locations of units have changed somewhat due to the removal of one HVAC unit. Review entire sheet for changes. P2 0 Condensate layouts have changed. Some condensate piping sizes have changed. P3.0 The location of condensate piping and drops have been adjusted. Some condensate piping sizes have changed. E-sheets Lighting redesigned and power revised for new mechanical unit. Page 3 of3 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ?CR (1-65 DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$20,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINE DATE Q:«EDUjndD»vVCorrwpendtncrtOntlvere»tfDr pl«icheekin|^IU)ING PLANCHECK CKUST FORM - PLANNIN6 ENOHCRIIM AFniOVALS.d(»i ro ro OOO ro ro ro Q. a a 3^1 • • • 3^ • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. PCR 11-65 Address 2716 Gateway Rd BIdg. I Planner Chris Garcia Phone (760) 602- 4622 APN: 213-263-16-00 Type of Project & Use: Church Net Project Density: DU/AC Zoning: P-C General Plan: PI Facilities Management Zone: 10 CFD (in/out) #_Date of participation: Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: |EI Item Complete • Item Incomplete - Needs your action Environmental Review Required: YES • NO |E1 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES • NO |E1 TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO El CA Coastal Commission Authority? YES • NO D If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES • NO ^ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines K! 1^ • 1- Applicability: YES • NO lEI IS /Q • 2. Project complies: YES • NOQ Zoning: ^ • 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required. Required. Required. Required. Required. 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear- Structure separation: 3. Lot Coverage: 4. Height: Required. Required. Required. Required. Required. Required. Required. Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Spaces Required, Shown 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments A LANDSCAPE PLAN CHECK REVISION / CONSTRUCTION CHANGE TO DWG 442-5L MUST BE COMPLETED PRIOR TO APPROVAL. Otherwise, proiect is consistent with CUP 10-08 and CD 10-18. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 c 3 ,'U,'Tc.r-pJ,e5^ Ci7 (1/ ' 4 w/iT r J La . /Me^Aj 7 f^^Ai^JN^T ^A-'-^- 2.r r4 C M t ''i CP- SBAT- / 5 pif i i PL/^X-ZO 2 o K5 ^ jftr iS '^-'/5 ^ £>»* ) Beam: Ml Shape: 8003162-68 Material: A570_33 Length: 13 ft I Joint: N1 J Joint: N2 LC 1: d+l Code Check: 0.766 (bending) Report Based On 97 Sections A .673 at 0 ft fa ksi V -.673 at 13 ft 14.813 at 6.5 ft fc ksi k-ft -2.188 at 6.5 ft ft ksi D -14.813 at 6.5 ft -.318 at 6.5 ft AISI 01 ASD Code Check Max Bending Check 0.766 Location 6.5 ft Equation C5.2.1-2 R(c3.1.3) Not Used Fy Pn Tn Mn Vn Cb 33 ksi 18.028 k 27.588 k 4.77 k-ft 6.752 k 1 Lb KL/r Sway Max Shear Check 0.160 Location 0 ft Max Defi Ratio L/490 Out Plane 1 ft 22.633 No In Plane 1 ft 4,121 No L Comp Flange 1 ft Tau b 1 WARNING: Detail Report Based On Less Than 10 Sections! f^f^- fi:w£- ^mf & SrA4i^ Beam: Ml Shape: 12008200-97 Material: A570_33 Length: 15.5 ft I Joint: Ni J Joint: N2 LC 1: d+I Code Check: 0.688 (bending) Report Based On 5 Sections fa 13.09 at 7.75 ft fc ksi ksi 1.427 at Oft -1.427 at 15.5 ft -5.53 at 7.75 ft k-ft ft -13.09 at 7.75 ft ksi -.267 at 7.75 ft AISI 01 ASD Code Check Max Bending Check 0.688 Location 7.75 ft Equation C5.2.1-2 R(c3.1.3) Not Used Fy 33 ksi Pn 34.03 k Tn 55.341 k Mn 13.415 k-ft Vn 13.032 k Cb 1 Lb KUr Sway Max Shear Check 0,175 Location 0 ft Max Defl Ratio L/698 Out Plane 4ft 78.005 No In Plane 4ft 11.271 No L Comp Flange 4 ft Tau b 1 ft - — It •-'iti^ ./'U. -A, ^ ^^^^ ^ /c:^^ ^ ^ % ^ /•• \ ^uf^^?.^^ I: ' ^4-^-^7 Co J ' / jC ' • ' A-f ' i'i>Mtf 1.6 \ :T r if- ID St, ~i 1 .^i a. lAJ i 1?^ Mr/ 4Sl i 2 i / b if- 1 T< S K 'A f .ir~ ^4 > J -1 A > .5'- 4. y A. /<. 1^ (' f - (3 Cat 9.r ^ 41' / 0 "if ' /<- f -3 F"-i: — -2 - is- .'If-' 3 i 3*/ ^ S' > -7 'i'l , , « - 7"^ IC, Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12, 2011 12:40 PM Checked By; G) Global Display Sections for Mernber Calcs [MaxInteirnalSe^^ Include Shear Deformation [Merge Tolerance (in) P-Delta Analysis tolerance Hot Roiled Steel Code I Gold Formed Steel Code yVo^od Cod? I Wood Temperature Concrete Code [Masonry Code m.. lYes 712 "7 : (3.50% MSG : ASD 13th (Direct Analysis Method] AlSl01r/^SD_ Z J I NDS 2005: ASD < 1Q0F AGI 2002 MSJC 05/IBC 06 ASD Number of Shear Regions iRegion Spacing Increment (in) Concrete Stress Block I Use Cracked Sections Bad Framing Warnings Unused Force Warnings ^4 I Rectangular lYisr No tYes Hot Rolled Steel Design Parameters Label Shape Length[... Lb-oup] Lti-in[ft] Lcomp top...Lcomp bot... K-out K-in Cm Cb Outs... In sway Functi... 1 Ml HR2 3.5 ! Lateral 2 ! M2 i HR2 1 8.5 ' } \|. . Lateral 3 M3 HR2 i 8.5 i Lateral 4 1 M4 i WRlA (10.595! 1 '.A • • , '1 : ,, Lateral! 5 M5 HR1A I 7 I 1 1 1 1 Lateral Hot Rolled Steel Section Sets Label Shape Type Deslan List Material Design Rules A [in2] 1 (90.270) [i... H0.180)[in4] i 1 i HR1A i HSS7X5X5 Beam Tube ; A500 Gr.42 i Tvcical 6.42 \ 25.468 i 42.956 ! 2 i HR2 ; HSS4X4X6 i Column Tube A500 Gr.42: Typical } 4.78 1 10.252 10.252 Joint Coordinates and Temperatures Label X fftl Y fftl Temp fF] 1 NI 0:0 0 ! 2 ;, N2 • 1 0 i . 3.5 '-o- -1 3 N3 10 0 0 ! 4 : N4 10 7 0 1 5 N5 10 8.5 0 6 N6 ; 17 \ 0 0 1 7 N7 17 8.5 0 Member Distributed Loads (BLC 1 Member Label Direction Start Maanituderk/ft.d.. End Maanituderk/ft.d... Start Locationfft.%1 End Locationrft.%1 1 M4 Y -1.616 -1.616 0 0 2 M5 Y ' -1.616 1 -1.616 0 , 0 i RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 1 .r2d] Page 1 Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12,2011 12:40 PM Checked By: Joint Boundary Conditions Joint Label NI X [Mm] Reaction _ Y [Win] Reaction .ReMipnIk-8/radl Footing J!i3_ Reaction Reaction N6 Reaction Reaction Loacf Combinations Description Solve PD.. SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor ' 1 ' d+l Yes^ Y : 1 i 1 1 Cold Formed Steel Properties / ^ Label E [ksil G [ksi] Nu Therm aiE5F) Densitvfk/ft'SI Yieldlksil Ultimatefksil 1 A570 33 29500 11346 .3 .65 .49 33 : 52 ! 2 ! A607 Cl 55 ; 29500 1 11346 I .3 ' .65 .49 55 70 1 Joint Reactions (By Combination) LC Joint Label Xfk] Y(k1 MZ fk-ft] 1 1 NI .89 8.237 0 i 2 i .1 N3 -.665 15:593 . 0.- ••• 1 3 1 N6 -.225 5.249 0 4 ! 1 Totals: 0 29:079 5 1 COG (ft): X: 8.411 Y: 6.515 Member Section Deflections LC Member Label Sec x[in] y [in] (ni L/y Ratio : 1 \ 1 M1 1 0 0 NC i 2 J, , r. 2 0 -.032 1312.027 • 3 3 -.002 -.067 624.139 1 4 ! .1 4 -.002 ],:.•. ,^.109. /• •i ; ;..384921". 5 5 -.003 -.161 261.287 ; 6 = 1^ ! , M2 1 1 0 •! 0 ^ • .! , NG 7 : 2 -.004 -.115 1256.734 8 i 3 -.007 -.19 832.508 9 4 -.011 -.186 1210.277 10 i 5 -.013 -.135 NG 11 1 M3 1 0 0 NG 12 i i 2 -.001 -.067 1 3104:245 13 3 -.002 -.12 1940.153 14 ; i 4 -.004 i -.147 1 2217.318 ' 15 5 -.005 -.135 NC 16 ! 1 M4 1 .151 -.056 NC 17 ; 2 .151 -.218 797.726 18 -3 .15 -.278 585.205 19 4 .15 -.203 907.128 20 i 5 .15 f -.065 , NC , 21 1 M5 1 .135 -.013 NG 22 J 2 .135 -.033 3791.314 ; 23 i 3 .135 -.045 2329.269 24 ' 4 .135 -.033 i 3155.709 25 5 .135 -.005 NC RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 1 .r2d] Page 2 Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12, 2011 12:40 PM Checked By:. Member Section Forces LC Memtjer Label Sec AxialM Shear[k] Mom§nt[k-ftl 1 : 1 M1 1 8.237 -.84 0 2 T 7 2 8.225 -.84 .735 3 3 8.212 -.84 1.47 4 'i 4 8.199 -.84 2.204 1 5 i 5 8.186 -.84 2.939 6 ! 1 M2 1 15.593 .714 0 7 i 2 15.562 .714 -1.516 8. ! • : ] 3 15.531 .714 -3.033 9 ' 4 15.5 .714 -4.549 10 i 5 6.325 -.241 6.205 11 1 M3 1 5.249 .236 0 12 i 2 5.218 .236 -.501 13 3 5.187 .236 -1.002 14 : 4 5.156 .236 -1.502 15 5 5.125 .236 -2.003 16 i 1 M4 1 3.544 7.433 2.939 17 2 2.113 3.343 -11.332 18 ! 3 .682 -.746 -14.773 ! 19 4 -.749 -4.835 -7.382 20 ! . 1 5 -2.18 -8.924 10.84 21 \ 1 M5 1 .225 6.325 6.205 72 i 2 .225 3.463 -2.359 23 • 3 .225 .6 -5.914 24 \ 4 .225 -2.262 ^:46 25 ^ 5 .225 -5.125 2.003 Member AISC 13th ASD Steel Code Checks (Bv Combination) LC Member Shape : HSS4X4X6 UCMax Loc(ftl Shear UC Loc[ft] Pnc/om [kl Pnt/omlkl Mn/om[k-ftl Cb Eon 1 1 Ml Shape : HSS4X4X6 .255 3.5 .027 0 114.3 120.223 i 13.391 1.667 Hl-lb 2 1 • M2 : HSS4X4X6 .499 8.5 .023 0 89.246 120.223 ' 13.391 1.692- 3 1 M3 ! HSS4X4X6 .178 8.5 , .008 0 89.246 120.223 13.391 1.667 Hl-lb 4 1 i M4 i HSS7X5X5 .479 4.746 .166-10.595 161.092 161.452 i 31.41 • 1 1 Hl-lb i 5 1 i M5 : HSS7X5X5 .198 0 .118 0 161.092 161.452 • 31.41 1 i Hl-lb i RISA-2D Version 9.1.0 [G:\RISA\christain city church-frame 1.r2d] Pages Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12, 2011 12:42 PM Checked By: Global Display Sec^ion^^^ Max Internal Sections for JMember Gates 197 Include Shear Deformation Merge Tolerance (ih) P-Delta Analysis Tolerance HplRolled Ste^^^^ Gold Fof'rned Steel Wood Code I Wood Temperature Concrete Code iMasonJy^^C^ Number of Shear Regions i Region Spacing Increment (in) Concrete Stress Block Use Cracked Sections Bad Framing Warnings Unused Force Warnings Yes r:i2 ! 0.50% ! AISC: ASD 13th (Dire_ct Analysis Method) TAiSll31^ASb l'NDS2005rASD 7 100F I AGI 2002 MSJC 05/IBC 06 ASD Rectangular Yes No Yes Hot Rolled Steel Design Parameters Label Shape Length[... Lb-ouPl Lb-in[ftl Lcomp top...Lcomp bot... K-out K-in Cm Cb M1 HR2 3.5 Out .jn sway Functi.^. Lateral 2 M2 t HR2 (, 7.85 1.: ' ^: i . j' 1 , 1' li '. ! !— _i_ Lateral 3 M3 HR1A i 12.54 : ; i :Lateral| 4 M4 : HR1A i.4.5: i : . ' 1^ . J ; ; ; . 1 x. . Lateral Hot Rolled Steel Section Sets Label HR1A HR2 Shape. HSS8X6X6 I i4SS5X5X6 .TyEe_ Beam Column Design List Material Tube : A500 Gr46 SquareTube: A500 Or 46 Design Rules A im2] Ii90^270) [1... I (OJ 80) [in4) 79.081 i 21.674 Typical Typical 8.965 6.175 50.58 21.674 Joint Coordinates and Temperatures Label X[ft] YFftI Temp [F] 1 NI 0 0 0 1 2 ,; . N2 ; . 0 3.5 •: 0 1 3 N3 10 0 0 1 4 : • N4 : 10 7.85 > 0 7 5 N5 11.5 8.5 0 6 N6 16 8.5 0 :.,...7 Member Distributed Loads (BLC 1:) Member Label Direction Start Maanituderk/ft.d..£nd Maanituderk/ft,d... Start Locationfft,%l End Location[ft.%] 1 M3 Y -1.59 : -1.59 0 0 i 12; M4 Y -1.59 ' -1.59 0 . 0 ] Joint Boundary Conditions Joint Label X [Mn] 1 N1 Reaction Y [Win] Rotation[k-ft/radl Footing Joint Label X [Mn] 1 N1 Reaction Reaction i 2 1 N3 Reaction 1 Reaction ! RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 2.r2d] Page 1 Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12, 2011 12:42 PM Checked By: Load Combinations Description Solve PD... SR.. Yes ....„..:.. + . BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor ii 1 1 i Id Formed Steel Properties 7^ Label A570 33 A607 Cl 55 EM]-. 29500 ^500 ..G.[ksi] 11346 11346 Nu .3 Therm (\1E5F). .Density[Wft'^31 .65 .65 .49 .49 Yieldlksi] 33 55 Ultimate[ksil 52 T'O Joint Reactions LC Joint Label XM ..YlkL ._. MZMQ 1 1 NI -.113 5.959 0 i 2 ! 1 N3 .113 21.817 0 3 1 Totals: 0 27.776 4 1 1 > COG(ft): X: 7.855 Y: 6.635 Member Section Deflections LC Member Label Sec xfin] y [in] (n) L/y Ratio ^ 1 • 1 Ml 1 0 0 NG L 2 : 2 0 -.023 NC 3 3 0 -.046 NG i 4 : 4 -.001 -.068 • • NG 5 5 -.002 I -.09 NG i 6' ! i'' M2 1 i 0 !, o"-NC :7 . 7 2 -.004 5168.628 1 1 8 ! j • .3--.007 -.039 :A 2428.407 • • 9 : 4 -.011 -.064 1471.03 10 ! 5 -.014 -.096 978.16 : 11 ; 1 M3 1 .082 -.038 NC _ 1 12^ r 2 .082 7 -.094 3879.941 13 3 .082 -.085 NG i 14 1 4 .083 -.044 3169.398 i 15 i 5 .082 -.11 NG 1 16 i 1 ; M4 1 : .119 -.068 NG 17 : 2 .119 -.127 905.333 t 18 : 3 i .119 ' -.196 421.084 19 4 .119 -.269 268.789 ! 20 : 5 1 .119 -.342 196.577 ; Member Section Forces LC Member Label Sec Axialtk] Shearfk] Moment[k-ftj 1 1 M1 1 5.959 .113 0 i 2 1 2 5.942 .113 -.099 3 3 5.926 .113 -.197 4 i 4 5.909 ! .113 -.296 5 5 5.892 .113 -.394 1 6 ; 1 ' M2 1 21.817 ' -.113 .0 . ' 7 : 2 21.78 -.113 .221 i 8 ' 3 \ 21.743 -.113 .442 : 9 : 4 21.706 -.113 .663 i 10 : 5 1 21.669 -.113 884 11 1 M3 1 2.246 5.449 -.394 12 ; 2 .224 i .799 -10.184 i RISA-2D Version 9.1.0 [G:\RISA\christain city church-frame 2.r2d] Page 2 Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan 12, 2011 12:42 PM Checked By:. Member Section Forces (Continued) LC Member Label Sec Axial[k] Shear[k] Moment[k-ftl 13 1 3 -1.797 -3.852 -5.399 14 i . 1... 4 -3.819 -8.502 13.965 15 : 5 2.902 6.675 16.377 16 1 1 M4 1 0 7.279 16.377 17 ; 2 0 5.459 9.212 18 ; i 3 0 3.639 4.094 19 4 0 1.82 1.024 20 i i 5 0 0 0 Member AISC 13th ASD Steel Code Checks 1 2 LC J 1 Member Shape UCMax Loc[ftl JVii ; HSS5X5X6 j-P-Delta a... M2 j HSS5X5X6 .hMeia.a7_ Shear UC Loc[ftl Pnc/om [k] Pnt/om [k] Mn/om [k-ft] Cb. 3 4 M3 ; HSS8X6X6^P-Deltaa.., M4 l±iSS8X6M 1-P^«a a 4 .Egn._ R1SA-2D Version 9.1.0 [C:\RISA\christain city church-frame 2.r2d] Page 3 Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod ./ I Jan 13, 2011 1:01 PM Checked By:_ Global Display Sections for Member Gales 5 Max Internal Sections for Member Gales 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% IHot Rolled Steel Code AISC : ASD 13th (Direct Analysis Method) Cold Formed Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature < 100F Concrete Code AGI 2002 Masonry Gode MSJC:; 05/IBC 06 ASD Numtier of Shear Regions 4 RigioiiSpac 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes "6 A" Hot Rolled Steel Design Parameters Label Shape Lengthl.. Lb-out[ft]. Lb-in[ft] Lcximp top...Lcomp bot. K-out K-in Cm Cb Outs...ln swavFuncti... \ 1 Ml HR2 ' 3.5 Lateral 1 2 M2 ! HR2 6 • • ,, Lateral 3 M3 : HR2 : 8.5 1 Lateral 1 4 M4 I HR2 1 8.5 1 • ' : .: ! Lateral 5 M5 : HR1A i 7.123 Lateral 1 6 M6 : HR3 ! a75 • j ! I • i 1. i v. ,j • ,,. ^Lateral' Hot Rolled Steel Section Sets Label Shape Tvpe Desion List Material Design Rules Aiin2] 1 (90.270) [i... 1 (0,180) lin4I 1 HR1A HSS7X5X5: Beam Tube A500 Gr.42 TvDical 6.42 25.468 i 42.956 i 2 HR2 lHSS4X4X6i Column f Tube A500 Gr.42 Typical 4.78 W.252 i 10.252 3 HR3 HSS8X6X8 Beam Tube A500 Gr.42 , Typical 11.598 62.505 : 98.178 Hof Rolled Steel Properties Label E [ksi] G [ksi] Nu Themift1E5F) DensitvfWffSl Yieldlksil • 1 A36 Gr36 29000 I 11154 .3 .65 .49 36 1,2 A572Gr.i50 ( 29000 j 11154 f .3 .65 .49 ! 50 3 A992 29000 11154 .3 .55 .49 50 i 4 A500 Gr.42 29000 i 11154 ' .3 \ .65 .49 I 42 : 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X[ftl Y[ft Temp [F] 1 N1 0 0 0 2 N2 0 3.5 1 0 3 N3 6.67 0 0 i 4 N4 6.67 6 } : 0 . 5 N5 10 8.5 0 1 6 N6 13.25 1 0 • 0 1 7 N7 13.25 8.5 0 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3a.r2d] Page 1 Company Designer Job Number c c Chen engineering chiu-chi Chen 09D02 truss wood+steel rod Jan13,2STT~^"'' 1:01 PM Checked By: Joint Coordinates and Temperatures (Continued) Label JCJftL Yfftl Temp FFI N8 18.75 N9 18.75 8,5_ Member Distributed Loads (BLC 1: d+l) Member Label Direction Start MaanituderWft.d..£nd MaanitudelWft.d... Start Locationlft.%1 End Location[ft.%1 1 M5 Y -1.717 -1.717 0 0 Joint Boundary Conditions Joint Label X [Win] Y [Win] Rotation[k-ft/rad] Footing 1 NI Reaction Reaction 1 2 N3 ! Reaction Reaction 3 N6 Reaction Reaction 1 4 • N8 i Reaction Reaction i Load Combinations Description ci+l Solve PD... Yes Y SR.. BLC Factor BLC Factor_BLC Factor BLC Factor_BLC Factor BLC Factor„BLC_ Fadtor BLC Factor 1 ; 1 ; ! : : ; , Joint Reactions (By Combination) LC Joint Label X[kl Y.Ik] MZ [k-ft] ^ 1 1 NI .436 6.224 0 1 2 ; 1 I m 1 -.436 6.286 1 .0. 3 1 N6 -.189 16.274 0 i 4 I.' m .• i .189 • 2.246: ... I 0 : 5 1 Totals: 0 31.029 1 6 i--1 GOG (ft): X: 9.665 Y: 6.944 1 Member Section Deflections LC Member Label Sec x[in] v[in] (n) L/v Ratio 1 1 Ml 1 0 0 NG 72 2 0 - 009 4792.38 i 3 3 -.001 -.019 2189.878 [4 ! 4 ^ -.002 i .;033 V 7 1276.71 5 5 -.002 -.052 814444 i 6 1 M2 1 0 ; 0 NC 7 2 -.001 -.035 3310.51 i 8 3 i -.002 -.061 2069:069 i 9 4 -.003 -.069 2364.65 1 10 5 : -.004 -.052 Nc 11 1 M3 1 0 0 NG I 12 2 i -.004 .01 i • .-.••NC ••::.:••, 13 3 -.007 .029 3508.674 ! 14 4 -.011 .065 1559413 15 5 -.015 .128 797.428 1 16 J M4 1 i 0 0 NG 17 2 0 .059 3788.384 ! 18 3 -.001 i .107 i 2367.74 , 19 4 -.002 .134 2705.988 1 20 5 7 -.002. .128 NC 21 7777 M5 1 .047 -.02 NG RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3a.r2d] Page 2 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 13,2011 " 1:01 PM Checked By: Member Section Deflections (Continued) LC Member Label Sec xfinl vfinl (n) L/v Ratio 22 ! \ 2 .047 -.062 2092.64 23 3 .047 -.079 1489.662 24 1 4 I .047 -.061 2161.098 25 5 .047 -.022 NG 26 1 7 M6 1 • -.128 -.21 504.863 27 2 -.128 -.066 1643.222 ! 28 3 -.128 .014 6361.15 29 4 -.128 .023 4253.04 30 5 • i -.128 -.002 NC Member Section Forces LC Member Label Sec Axial[k] Shear[kl Moment[k-ft] 1 1 Ml 1 6.224 -.424 0 I 2 2 I 6.211 -.424 .371 3 3 6.198 -.424 .742 4 4 6.185 -.424 1.113 5 5 6.172 -.424 1.484 . 6 1 i M2 i . I 6.286 .443 0 ! 7 2 6.264 .443 -.665 8 1 3 ! 6.242 .443 -1.33 9 4 6.22 .443 -1.996 10 • 5 6198 .443 -2.661 11 1 M3 1 16.274 .156 0 12 2 16.243 .156 -.332 13 3 16.212 .156 -.665 14 4 16.18 .156 -.997 15 5 16.149 .156 -1.329 16 1 M4 1 r 2.246 -.193 0 17 2 2.215 -.193 .41 18 3 7" 2.184 -.193 .821 19 4 2.153 -.193 1.231 r 20 1 • 5.' i 2.121 -.193 1;641 21 1 M5 1 2.575 5.627 1.484 L22 2 1.489 2.731 -5.957 23 3 .404 -.165 -8.241 24 4 ' -.681 -3.061 -5.369 25 5 -1.767 -5.957 2.661 26 1 M6 1 0 -9.96 0 27 2 0 -10.038 21.872 28 3 i -.189 6.034 24416 29 4 -.189 5.956 11.303 3Q_ 5 • 1 -.189 5.879 -1.641 Member AISC 13th ASD Steel Code Checks (Bv Combination) LC Member Shape UC Max Loc[ftJ_ Shear UC Loc[ftl Pnc/om [k] Pnt/om [k] Mn/om [k-ft] Cb Eqn 1 1 Ml HSS4X4X6 .138 3.5 ; .014 0 114.3 120.223 i 13.391 1.667 i H1-1b 2 i 1 ! M2 rHSS4X4X6 i .229 6 ! .014 0 i 103.636 120.223 1 13.391 1.6671 H1-1b 3 1 M3 HSS4X4X6 .190 8.5 .005 0 89.246 120.223 \ 13.391 1.667 Hl-lb 4 ' 1 i M4 HSS4X4X6 1 .134 8.5 1 .006 0 • 89.246 120.223 i 13.391 1.667 Hl-lb 5 ; 1 • M5 HSS7X5X5 : .264 3413 : .111 7.123 ' 144.184 161.452 : 3141 1.178 Hl-lb 6 ! 1 ' M6 i HSS8X6X8 i .500 3.19 .109 3.19 I 257.251 291.693 ! 63.85 1.442 Hl-1b RISA-2D Version 9.1.0 [G:\RISA\christain city church-frame 3a.r2d] Page 3 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:45 PM Checked By: Global Display Sections for Member Calcs [Max Internal Sections for Member Calcs Include Shear Deformation iMisiie Tolerance (in) P-Delta Analysis Tolerance !97 lYes .12 A' 4, .A : 0.50% Hot Rolled Steel Gode [Cold Formed Steel Code WooSCode.. i Wood Temperature Concrete Code I Masonry Code AISC : ASD 13th (Direct Analysis Method) AlSIOI: ASD NDS 2005: ASD <100F"~ ; AGI 2002 MSJC Q5/IBe 06 ASD Number of Shear Regions I Region Spacing Increment (in) Concrete Stress Block I Use Cracked Sections Bad Framing Warnings Unused Force Warnings Rectangular !Yes " 7 i fMo Yes Hot Rolled Steel Design Parameters Label Shape Length[.. Lb-out{ft] Lb-in[ft] Lcomp top...Lcomp bot... K-out K-in Cm Cb Out s...ln sway Functi... 1 Ml i HR2 : 3.5 Lateral 2 : M2 i HR2 1 7.85 • 1 ...,. I: .1 ! 1 : i. ; •: Lateral 3 M3 ; HR1A 12.54 Lateral 4 > M4 ; HR3 6 i . 1 . . .i i . r , i . !.•.•.,< [Laterali Hot Rolled Steel Section Sets Label Shape Type Desiqn List Material Design Rules A[in2] 1 (90,270) Ii.. . 1(0.180) [in4] 1 HR1A ;HSS10X8X81 Beam Tube A500 Gr.46 Typical ' 15.318 j 151.047 : 213.637 2 ! HR2 HSS5X5X6 Column SquareTube A500 Gr.46 Typical i 6.175 21.674 : 21.674 ,1 3 1 HRS HSS8X8X6 ! Beam i Tube A500 Gr.46 Typical 10.36 99.512 ; 99.512 ! Hot Rolled Steel Properties Typical Label Efksi] G [ksi] Nu Therm (\1 E5 F) DensitvfWffSl Yieldlksi] 1 : A36 Gr36 29000 11154 .3 .65 .49 36 2 ! A572 Gr.50 29000 i 11154 . .3 \ .65 .49 50 \ 3 A992 29000 11154 .3 .65 .49 50 4 ; A500 Gr.42: 29000 i 11154 .3 i .65 .49 42 . 1 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X[ft] Y[ftl 1 NI 0 0 0 i 2 N2 i 0 3.5 r.' . -0 . ! 3 N3 10 0 0 1 4 N4 10 7.85 0 5 N5 11.5 8.5 0 i 6 N6 , • • 17.5 8.5 i . 0 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 4.r2d] Page 1 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:45 PM Checked By: Member Distributed Loads (BLC 1 :) Member Label Direction Start Maqnitude[Wft.d.. End Ma9nitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 1 M3 Y -1.616 -1.616 0 0 1 2 : M4 ! Y -1.616 -1.616 0 0 i Joint Boundary Conditions Joint Label X [Win] Y [Win] Rotation[k-ft/rad] Footing 1 N1 Reaction Reaction 2 ; N3 Reaction Reaction Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC factor BLC Factor BLC Factor -Yes ! + . 1 1 ' : : Joint Reactions LC Joint Label 1 1 N1 ! 2 •: 1 1 N3 3 1 Totals: 1 4 ; 1 COG (ft): ..xm_ -.329 .329 „XL.8„.552 YJIcL 4.482 26.472 30.954 Y;6,78L MZ [k-ftl ^0„_ 0 Member Section Deflections LC Member Label Sec x[in] y [in] (n) L/y Ratio 1 1 Ml 1 0 0 NG 2 1 2 0 -.008 NC 3 3 0 -.016 NG 4 • 1 4'' 1 0 -.023 NG 5 . 5 -.001 -.027 NG 6 : 1 M2 1 1 i 0 0 NG ! 7 ' 2 -.004 .008 NC 8 i ! ,. 3- i -.009 .01 9683.682 9 ' 4 -.013 -.002 NC 10 -5 i -.017 -.035 2678.878 11 1 M3 1 .025 -.012 NC 12 : .1 2 1 .025 -.017 NC 13 3 .025 -.007 NC 14 ! 1 • 4 .025 -.008 NC i 15 5 .025 -.085 2062.685 16 1 M4 : 1 ' .057 -.068 NC 17 2 .057 -.147 910.586 18 I 3 .057 -.249 397.718 19 4 .057 -.361 245.397 20 : i i 5 i .057 -.477 176.175 Member Section Forces 1 2 3 LC 1 Member Label Ml Sec i 2 3 4 5 Axial[k] 4.482 4.465 4.449 4.432 4416 Shearlk], .329 .329 .329. -J29_ .329 Moment[k-ft] 0 •.287 -.575 -.862 -1.15 R1SA-2D Version 9.1.0 [C:\RISA\christain city church-frame 4.r2d] Page 2 Company Designer Job Number c c Chen engineering chiu-chi chen 09D02 truss wood+steel rod 69) Jan 12, 2011 12:45 PM Checked By:. Member Section Forces (Continued) LC Member Label Sec Axiallkl Shearfkl Momentlk-ftl 6 i 1 M2 111 26472 -.329 0 7 2 26.435 -.329 .645 8 i L 3 . , 26.398 -.329 1.29 9 \ i 4 26.361 -.329 1.934 10 1 I 5 :\ 26.323 -.329 2.579 11 I 1 M3 \ 1 1.459 4.181 -1.16 12 i 72 ! -.619 -.6 -6.76 13 : 1 3 ! -2.698 -5.381 2.616 14 1 • . . i 4 \ -4.777 -10.162 26.98 15 5 3.942 9.066 29.659 16 ! 1 M4 : ., 1 0 9.886 29.659 17 : 2 0 7.415 16.683 18 ! i ,-3 0 4.943 7415 i 19 ^ 4 0 2.472 1.854 20 ! t 5 0 0 0 Member AISC 13th ASD Steel Code Checks LC J 2 Member M1 M2 Shape i HSS5X5X6 r P-Delta a... i >HSS5X1X6 > P-Delta a..: UCMax Loc[ft] Shear UC. Loc[ft] Pn^om..ikl Pnt/om [k] Mn/om [k-ft] Cb , Eqn _ ..M3 :HSS10X8X8 ^-P-Delta a... M4 HSS8X8X6 h P-Delta a.. RISA-2D Version 9.1.0 [C;\RISA\christain city church-frame 4.r2d] Page 3 c c chen engineering 13148 valewoodrd poway 0392064 858-679-8975 Title Block Line 6 General Footing Lie. # : KW-06004053 Description: F-1-4-22-2011 Titie: Dsgnr: Project Desc.: Project Notes: Job# Flle:C:\Users\dwHM>x»nients\ENERCAlCOat3i=ile8V^ri^ • EreimC,INC.-r98».2mi,Buil():&11.5.3,Ver6.11£3 I Licensee : CHIU-CHI CHEN General tnfoitnation Catculations per ACI318-08, IBC 2009, CBC 2010, ASCE 7-05 Material Properties f c: Concrete 28 day strength fy: Rebar Yield Ec: Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor .Add Ftg Wtfor Soil Pressure Use ftg wt for stability, moments & shears Include Pedestal Weight as DL Oimensions Width parallel to X-X Axis Length parallel to Z-Z Axis = Footing Thicknes = Load location offset from footing center... ex: parallel to X-X Axis = ez: parallel to Z-Z Axis = Pedestal dimensiais... px: parallel to X-X Axis = pz: parallel to Z-Z Axis ; Height Rebar Centeriine to Edge of Ckmcrete.. at Bcrttom of footing = 2.50 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.0010 0.0010 1.50 :1 1.50 :1 No No No 2.50 ft 2.50 ft 15.0 in 0 in 0 in in in in 3.0 in IRleinfQrcing Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Sizf 3.0 # 4 3.0 # 4 Bandwidth Distribution Check {AC115.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads P: Column Load OB: Overburden M-xx M-zz V-x V-z 1.70 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface = Allowatole pressure increase per foot of deptl= when footing base is below = Increases based on footing plan dimension Allowable pressure inaease per foot of dept = when maximum length or width is greater=t 1.450 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft 2--B' I I L 7.10 W k ksf k-ft k-ft k k c c chen engineering 13148 valewoodrd poway ca92064 858-679-8975 Title: Dsgnr: Project Desc.; Project Notes: Job# \7 Title Block Line 6 1 General Footing Fits: C:\UsersVc;hlu.«hM)oaiiT»nts£l4ERCALC Data FUesVchrislian elty cliuR;lt-&.25.2010.8c6 • EWERCAtC, INC. 1983-2011, Bwilit6.11.SA Vw:6.11.5.3 | • Lie. #: KW-06004053 Licensee : CHIU-CHI CHEN Description: F-14-22-2011 DEmNSUMMABY ••• Design OK • Min-RaOo Item Applied Capacity Governing Load Comblnatton PASS 0.9710 Soil Bearing 1.408 ksf 1.450 ksf +0+L+H PASS n/a PASS n/a Overturning - X-X Overturning-Z-Z 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft No Overturning No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1323 Z Flexure (+X) 1.675 k-ft 12.655 k-ft +1.20D+1.50L^O.50S+1.60H PASS 0.1323 Z Flexure (-X) 1.675 k-ft 12.655 k-ft +1.200+1 .«)L+0.50S+1.60H PASS 0.1323 X Flexure {•*•!) 1.675 k-ft 12.655 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.1323 X Flexure (-Z) 1.675 k-ft 12.655 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.04087 1-way Shear (+X) 3.474 psi 85.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.04671 PASS 0.04087 1-way Shear (-X) 1-way Shear (+Z) 3.970 psi 3.474 psi 85.0 psi 85.0 psi +1.200+1.60L-*O.50S+1.60H +1.20D+1.60L+O.5OS+1.«)H PASS 0.04671 PASS 0.1135 1- way Shear (-Z) 2-way Punching 3.970 psi 19.289 psi 85.0 psi 170.0 psi +1.2)0+1.60L+0.50S+1.60H +1.20D+1.S)L+0.50S+1.60H Delaited Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable •Z Actual Soil Bearing Stress Actual / Allowable +Z -X -X Ratio X-X. +D+L+H X-X. +D+0.750L-K).750S+fl Z-Z +0+L+H Z-z!+D+0.750L+0.750S+fl Ovatuming^bllHy 1.450 1.450 1.450 1.450 n/a 0.0 n/a 0.0 0.0 n/a 0.0 n/a 1.408 1.124 n/a n/a 1.408 1.124 n/a n/a n/a n/a 0,971 n/a n/a 0.775 1.408 1.408 0,971 1.124 1.124 0.775 Rotatlmi Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis* Load Combination 'Jjjjch Tension® Bot As Req'd in«2 Gvm.As Actual As Phi*Mn Status in*2 in*2 k-ft X-X. +1.20D+1.60L+O.50S+1.60H X-X. +1.20D+1.60L+0.50S+1.6QH Z-Z. +1.20D+1.60L+0.50S+1.60H Z-Z, +1.20D+1,60L+O.50S+1,60H One Way Shear 1.675 1.675 1.675 1.675 +Z Bottom -Z Bottom -X Bottom +X Bottom 0.18 0.18 0.18 0.18 Bendino Bendina Bendina Bendina 0.24 12.655 OK 0.24 12.655 OK 0.24 12.655 OK 0,24 12.655 OK Load Combination... Vu@-X Vu@+X Vu@-Z Vu@ +Z Vu:Max PiilVn Vu/Phi*Vn Status +1.20D+1.60L+0.50S+1.60H Puncliing Shear 3.97 osi 3.474 osi 3.97 DSi 3.474 osi 3.97 DSi 85 DSi 0.04671 OK All units l< Load Combination... Vu Phi*Vn Vu/Ptti*Vn Status +1.20D+1.60L+0.50S+1.60H 19.289 DSi 170Dsi 0.1135 OK c c chen engineering 13148 valewoodrd poway ca92064 858-679-8975 Title Block Line 6 _ _ General Footing Lie. # : KW-06004053 Description: F-24-22-2011 Generalinfotinafii^n Title: Dsgnr: Projecl Desc.: Project Notes: Job# FUe: C:\UsersV:hiu.<M3ocunients£NeRCALC Data Files\cluistlan cily chufclv-8-25-2010.ec6 • ENERCALC, INC 1983-2011, Build:€.11.S.3. V9n6.11.S.3 I Licensee : CHIU-CHI CHEN Calculations per AC! 3^M6, IBC 2009, CBC 2010, ASCE 7-05 Material Properties fc: Concrete 28 day strength = fy: Rebar Yield Ec: Concrete Elastic Modulus Concrete Density = (p Values Flexure = Shear = Analysis Settings Min Steel % Bending Reinf = Min Allow % Temp Reinf. = Min. Overturning Safely Factor = Min. Sliding Safety Factor = Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears : Include Pedestal Weight as DL : Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis = Footing Thicknes = Load location offset from footing center., ex: parallel to X-X Axis = ez: parallel to Z-Z Axis Pedestal dimensions... px: parallel to X-X Axis = pz: parallel to Z-Z Ms f Height Rebar Centeriine to Edge of Conaete.. at Bottom of footing = Reinforcing 2.50 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.0010 0.0010 1.50 1.50 : No No No Soil Design Values Allowat^e Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistamce (for Sliding) Soil/Concrete Friction Coeff. Increases based on footinq DepUi Footing base depth below soil surface = Allowable pressure increase per foot of deptl= when tooting base is below = Increases basal on footing plan dimension Allowable pressure increase per foot of depi = when maximum length or width is grBater=t 1.450 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft 3.750 ft 3.750 ft 15.0 in 0 in 0 In in in in 3.0 in Bars parallel to X-X Axis Number of Bars Reinforcifig Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Sizi IJ 5.0 # 4 5.0 # 4 Bandvndth Distribution Check (ACi 15.44.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads P: Column Load OB: Overburden M-xx M-zz V-x V-z D 3.70 L 15.80 W k ksf k-ft k-ft k k c c chen engineering 13148 valewoodrd poway ca92064 858-679-8975 Title Bkx;k Line 6 Gerteral Footing Lie. # ; KW-06004053 Title: Dsgnr: Project Desc: Project Notes: Job# & FHe; C:\U$«rsV:hitj-chi\Oocuroent5\ENERCALC Data FiiesVilvistiaa dty (^uich-^2&.2010.ec6 a ENERCALaiNai98J.2011,BulW;&11.5.3,Ver6.l1.5.3 I Licensee : CHIU-CHI CHEN [tescriptton: DESIGN SUMUARY F-24-22-2011 Min. Ratio Item Applied Capacity Design OK Governing Load Combination PASS 0.9566 Soil Bearing 1.387 ksf 1.450 ksf +0+L+H PASS n/a Overtuming-X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a SlkJing-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2649 Z Flexure {+X) 3.714 k-ft 14.024 k-ft +1.200+1.60L-KI.50S+1.60H PASS 0.2649 ZRexure(-X) 3.714 k-ft 14.024 k-ft +1.20D+1.60L^O.5OS+1.6OH PASS 0.2649 X Flexure (+Z) 3.714 k-ft 14.024 k-ft +1.20D+1.60L+O.50S+1.60H PASS 0.2649 X Flexure (-Z) 3.714 k-ft 14.024 k-ft +1.20D+1.60L^O.50S+1.S)H PASS 0.1554 1-way Shear (+X) 13.209 psi 85.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.1554 1-way Shear (-X) 13.209 psi 85.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.1554 1-way Shear (+Z) 13.209 psi 85.0 psi +1.200+1.60L+0.50S+1.60H PASS 0.1554 1-way Shear (-Z) 13.209 psi 85.0 psi +1.200+1.60L-K3.50S+1.60H PASS 0.2840 2-«ay Punching 48.286 psi 170.0 psi +1.20D+1.60L+O.50S+1.60H DetailKl Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable +z Actual Soil Bearing Stress +Z -X Actual/Allowable Ratio X-X. +D+L+H Z-Z,+D+i+H OveitiimlAg Stebllity 1.450 1,450 n/a 0.0 0.0 n/a 1.387 n/a 1.387 n/a n/a 1.387 n/a 1.387 0,957 0,967 Rotation Axis & Load Combination., Overtuming Moment Resisting Moment Stabiitty Ratio Status Footing Has NO Overtuming Sliding StaWlify All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRaUo Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu k-ft Which Tension® Bot As Req'd Side? orlop? \n^2 Gvm. As Actual As m"! in*2 Phi'Mn Status k-ft X-X. +1.20D+1.60L-»O.50S+1.60H X-X. +1.20D+1.60L+0.50S+1.60H Z-Z. +1.20D+1.60L+0.50S+1.60H Z-Z. +1.20D+1.60L+O.50S+1.60H One Way Shear 3714 3.714 3714 3,714 +Z Bottom -Z Bottom -X Bottom +X Bottom 0.18 0.18 0.18 018 Bendina 0.27 Bendina 0.27 Bendina 0.27 Bendina 0.27 14.024 OK 14.024 OK 14.024 OK 14.024 OK Load Combination... Vu@-X Vu@-»X Vu^ l-Z Vu^ l*Z Vu:Max PhiVn Vu/Phi*Vn Status +1.20D+1.60L+0.50S+1.60H Punciiing Shear 13.209DSi 13.209Dsi 13.209 DSi 13.239 DSi 13.209 DSi 85 DSi 0.1554 OK All units k Load Combination... Vu Phi'Vn Vu/Phi*Vn Status +1.20D+1.60L+O.50S+1.60H 48.286 DSi 170 DSi 0.284 OK c c chen engineering 13148 valewoodrd poway ca92064 858-679-8975 . Ble B).qckjjne_6 , General Footing Lie. # ; KW-06004053 Description: F-3-4-22-2011 Genemi Information Title: Dsgnr: Project Desc: Project Notes: Job# Fila. C:\U5ereiiCtiiu.<^l\Ooci>ments\ENERC/U.C Data FitesV^hris^an c% churcli-S-25-2010.ec6 • EN£fiCALCINC.1983-2011,Bt«W:6.11.5AVer6.11.5.3 I Licensee : CHIU-CHI CHEN Cateulattons per ACI 318-08, IBC 2009, CBC mO, ASCE 7-05 Material Properties f c: Concrete 28 day strength = fy: Rebar Yield Ec: Concrete Elastk: Modulus = Concrete Density = <p Values Flexure = Shear = Analysis Settings Min Steel % Bending Reinf. = Min Allow % Temp Reinf. = Min. Overtuming Safety Factor = Min. Sliding Safety Factor = Add Ftg Wtfor Soil Pressure : Use ftg wt for stability, moments & shears: Indude Pedestal Weight as DL Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis = Footing Thtoknes = Load location offset from footing center., ex: parallel to X-X y\xis = ez: parallel to Z-Z Axis = Pedestal dimensions... px: parallel to X-X Axis = pz: parallel to Z-Z Axis I Height Rebar Centeriine to Edge of Concrete., at Bottom of footing = 2.50 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.0010 0.0010 1.50 1.50 Yes No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base deptti below soil surface = Allowaole pressure inaease per foot of deptN when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of dept = when maximum length orwidtti is greater^ 1.450 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft 4.750 ft 4.750 ft 15.0 in in in in 3.0 in Reinforcing Bars parallel to X-X Axis Number of Bars Relnfordng Bar Size Bars parallel to Z-Z Axis Number of Bars Reinfordng Bar Sizf 4,9' 6.0 # 4 6.0 # 4 Bandwidth Distribution Check (ACi 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Appliedluoads '.. ••..:,";•. P: Column Load OB: Overburden M-xx M-zz V-x V-z 5.0 L 21.50 W k ksf k-ft k-ft k k cc chen engineering 13148 valewoodrd poway ca92064 858-679-8975 Title Block Line 6 Titie: Dsgnr: Project Desc: Project Notes: Job# General Footing Lie. # ; KW-06004053 File. C:\Us«sWv.<M)o(xments\EN£RCMX Data Fite^ • ENERCALC, INC 1983-2011, BuiWe.l 1.5.3, Ver:6.11.5.3 I Licensee : CHIU-CHI CHEN Description: DEStGNSmUARY F-3-4.22-2011 Min. Ratio Item Applied Capacity Design OK Governing Load Combination PASS 0.9352 Soil Bearing 1.356 ksf 1.450 ksf +0+L+H PASS n/a Overtuming - X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Overttjming - Z-Z 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.4256 Z Flexure (+X) 5.662 k-ft 13.304 k-ft +1.200+1.60L+0.50S+1.60H PASS 0.4256 Z Flexure (-X) 5.662 k-ft 13.304 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.4256 X Flexure {+Z) 5.662 k-ft 13.304 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0,4256 X Flexure (-Z) 5.662 k-ft 13.304 k-ft +1.20D+1.60L-^).50S+1.60H PASS 0.2286 1-way Shear (+X) 19.430 psi 85.0 psi +1.20D+1.60L+O.5OS+1.60H PASS 0.2286 1-way Shear (-X) 19.430 psi 85.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.2286 1-wa^ Shear i+Z) 19.430 psi 85.0 psi +1.20D+1.6OL+O.5OS+1.60H PASS 0.2286 1-way Shear (-Z) 19.430 psi 85.0 psi +1.200+1.60L+0.50S+1,60H PASS 0.4442 2-way Punching 75,512 psi 170.0 psi +1.20D+1.60L-H).50S+1.60H Detai'Igd R^ults Soil Bearing Rotation Axis & Load Combination.. Actual Soil Bearing Stress Gross Allowable Xecc Zecc +Z *Z -X Actual / Allowable Ratio X-X. +D+L+H Z-Z.+D+L+H Oyertuming Stability 1.450 1.450 n/a 0.0 0.0 n/a 1.356 n/a 1.356 n/a n/a 1.356 n/a 1.356 0.935 0.935 Rotation Axis & Load Combination... Overtuming Moment Resisting Moment Stability Ratio Status Footing Has NO Overtuming Sliding Staljiiity All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatIo Status Footing Has NO Sliding Fooflng Flexure Flexure Axis & Load Combination Mu k-ft Which Tension® Bot As Req'd Side? orlop? in«2 Gvm. As Achial As in*2 in'2 Phi'Mn Status k-ft X-X. -1.20D+1.60L-»0.50S+1.60H X-X. +1.20D+1.60L-*O.50S+1.60H Z-Z. +1.20D+1.60L+0.50S+1.60H Z-Z. +1.20D+1.60L-*O.50S+1.60H OneWayShw 5.662 5.662 5.662 5,662 +Z Bottom 0.18 -Z Bottom 0.18 -X Bottom 0.18 +X Bottom 0.18 Bendina 0.25 Bendina Q.25 Bendina 0.25 Bendina 0.25 13.304 OK 13.304 OK 13.304 OK 13.304 OK Load Combination... Vu ( l-x Vu@4.X Vu@-Z Vu@ *Z Vu:Max PhlVn Vu/Phi*Vn Status +1.20D+1.60L-^.50S+1.60H PuticMng Shear 19.43DSi 19.43 DSi 19.43 Dsi 19.43 DSi 19.43 DSi 85 DSi 0.2286 OK All units k Load Combination... Vu Phl*Vn Vu/Phi'Vn Status +1.20D+1,60L-tO.50S+1.60H 75.512 DSi 170DSi 0.4442 OK Titie Block Line 1 You can changes this area using the "Settings" menu item and then using the 'Printing & TiUe Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# SteelColumn tic. # :/HW-060040§» Description: c-1 General information RIe; CU)sers\cliiu^*i\Docutnente\ENERCALC Data RIestetiristian city ctiurcti-8-2fr.2010.ec6 .. ,;E(€ICW.GJNC. 1983^1, Venfi.O.^.N^^^ Licensee : Code Ref; 2006 IBC, AISC Manual 13th Edition Steel Section Name: Analysis Method: Steel Stress Grade Fy: Steel YieW E: Elastic Bending Modulus Load Combination: HSS5X5X5/16 2006 IBC 8. ASCE 7-05 42.0 ksi 29,000.0 ksi Allowal)le Stress Applied Loads _ ^ Column self weight induded: 152.26 lbs * Dead Load Factor AXIAL LOADS... Axial Load at 8.0 ft, D = 12.0. L = 18.0 k BENDING LOADS... Moment acting about X-X axis, E = 3.0 k-ft DESIGN SUMUARY Overall Column Height 8.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns: X-X (width) axis: Fully braced against buckling along X-X Axis Y-Y (depth) axis: Fully braced against buckling along Y-Y Axis Service loads entered. Load Factors will be applied for ca\cij\ations. Bending & Stiear Ctieck Results PASS Max. Axial+Bending Stress Ratio = 0.2279 :1 Load Combination +D+L+H Location of max.above base 0.0 ft At maximum location values are... Pu: Axial 30.152 k Pn / Omega: Allowable 132.29 k Mu-x: Applied 0.0 k-ft Mn-x / Omega: Allowable 19.198 k-ft Mu-y: Applied 0.0 k-ft Mn-y / Omega: Allowable 19.198 k-ft PASS Maximum Shear Stress Ratio = 0.006848 :1 Load Combination +D+0.70E+H Locatbn of max.above base 0.0 ft At maximum kxation values are... Vu: Applied 0.2625 k Vn / Omega: Allowable 38.331 k Maximum SERVICE Load Reactions.. Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.3750 k Bottom along Y-Y 0.3750 k lUaximum SERVICE Load Deflections... Along Y-Y 0.03896 in at for load combination: E Only Along X-X 0.0 in at for toad combination: 4.671ft above base 0.0ft above base Load Combination Results Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D-*L+H 0.228 P.ASS 0.00 ft 0.000 PASS 0.00 ft +O-t0.70E+H 0.155 PASS 8.00 ft 0.007 PASS 0.00 ft -^O-t{).750Lr-H3.750L-K3.6250E-^H 0.194 PASS 0.00 ft 0.005 PASS 0.00 ft +D+O.750L+O.750S+0.5250E+H 0.194 PASS 0.00 ft 0.005 PASS 0.00 ft -K).60D-K).70E+H 0.137 PASS 8.00 ft 0.007 PASS 0.00 ft Maximum Reactions - linfactored Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction kua\ Reaction Load Combination @6ase @Top Base @Top @Base DOnly k k 0.012 k LOnly k k 0.018 k EOnly k -0.375 -0,375 k k D+L k k 0.030 k D+E k -0.375 -0,375 k 0.012 k D+L+£ k -0.375 -0.375 k 0.030 k Maximum Deflectifflis for Load Gomljinations - Unfactored Loads Load Combinatran IVIax. X-X Deflectton Distance DOnly LOnly EOnly 0.0000 in 0.0000 in 0.0000 in 0.000 ft 0.000 ft 0.000 ft Max. Y-Y Deflection 6.0()0 ¥ 0.000 in 0.039 in Distance 0.000 ft 0.000 ft 4.671 ft Titie Block Line 1 You can changes ttiis area using the "Settings' menu item and then using ttie "Printing & Titie Block" selection. Titie Block Line 6 Title: Dsgnr: Project Desc: Projed Notes: Job# Steel Column |4feii^:JKV«-06004053 c-1 File: C:\lJsersy:hiu.<**Doomients\ENERCAtC Data Flles^cWstian city cburch-8-25-20iaec6 b 6NERCW.C, ING. mjDtl, Ver.6.0.25, ^;N^^^ Lrcens^: Description: Maximum Deflections for Load Combinations - Unfactored Loads Load Combinatbn Max, X-X Deflection Distance Max. Y-Y Deflectton Distance D-K. 0.0000 In 0.000 ft 0.000 in 0.000 ft D+E 0.0000 in 0.000 ft 0.039 in 4.671 ft 0.0000 in 0.000 ft 0.039 in 4.671 ft Steel Sertloii^^ : HSS5X5X5/t6 bepih 5.000 in Ixx = 19.00 inM J Web Thick 0.000 in Sxx 7.62 in*3 Flange Width 5.000 in Rxx = 1.900 in Flange Thick = 0.313 in Area = 5.260 in'*2 lyy = 19.000 in*4 Weight 19.032 pif Syy = 7.620 In'S Ryy -1.900 in Ycg 0.000 in 31.200 inM l»9c Loads Loads are totflt entered vaiue. Arrows dp not refied absoitrte direction. Title Block Line 1 You can changes this area using the "Settings" menu item and then using the 'Printing & Titie Block" seiedion. Titie Block Line 6 Steel Column 'IS Description: iCi # ; KW-06004053 c-2 Titie: Dsgnr: Projed Desc: Projed Notes: Job# FteCAUsersV!hiiH;t*Documenls\ENERCALC Data FilesWsSancity church--^ b ENERCALC, INC 1983-2014, Ver 6,0.25, N:11724 I Licensee: General Information Code Ref: 2006 IBC, AISC IWanual 13tli Edition Steel Section Name: Analysis Metiiod: Steel Stress Grade Fy: steel Yield E: Elastic Bending Modulus Load Combination: Applied Loads HSS4X4X1/4 2006 IBC & ASCE 7-05 42.0 ksi 29,000.0 ksi Allowable Stress Overall Column Height 13.0 ft Top S Bottom Fixity Top 8. Bottom Pinned Brace condition for deflection (buckling) along columns: X-X (width) axis: Fully braced against buckling along X-X km Y-Y (depth) axis :Fully braced against buckling along Y-Y Axis Service loads entered. Load Factors will be applied for caicuiations. Column self weight induded: 158,35 lbs * Dead Load Fador AXIAL LOADS ,,, Axial Load at 13.0 ft, D = 2.790, LR = 2.790, L = 18.0 k BENDING LOADS... Moment acting about X-X axis, E = 3.0 k-ft DEsmsmmRY Bending & Stiear Ctieck Results PASS Max, Axial+Bending Stress Ratio = 0.3602 Load Combination +D+0.750Lr+0.750L+0.5250E+H Location of max.above base At maximum tocation values are. Pu: Axial Pn / Omega: Allowable Mu-x: Applied Mn-x / Omega: Allowable Mu-y; Applied Mn-y / Omega: Allowable Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are. Vu: Applied Vn/Onriega: Allowable Load Combination Results 12.913 ft 18.541 k 84.754 k 1.564 k-ft 9.829 k-ft 0.0 k-ft 9.829 k-ft Maximum SERVICE Load Reacttons.. Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.2308 k Bottom along Y-Y 0.2308 k Maximum SERVICE Load Deflectiont... Along Y-Y 0.2506 in at for load combination :E Only Along X-X 0.0 in at for load combinatton: 7.691 ft above base 0.0ft above base PASS 0.006581 : +D+0.70E+H 0.0 ft 0.1615 24.548 Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D-H.+H 0.247 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.70E+H 0.230 PASS 12.91 ft 0.007 PASS 0.00 ft -^O-M3.750Lr-^.750L+{).5250E-4^ 0.360 PASS 12.91 ft 0.005 PASS 0.00 ft +D-K).750L+0.750S+0.5250E+H 0.256 PASS 12.91 ft 0.005 PASS 0.00 ft +O.6OD-K).70E+H 0.223 PASS 12.91 ft 0.007 PASS 0.00 ft Maximum Reactions - Unfactored Note: Only non-zero reactions are listed X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @Base @Top <§ \ Base @Top ©Base DOnly k k 0^03 k • LOnly LrOnly k k k k 0.018 k 0.003 k L+Lr R k 0.021 k EOnly k -0.231 -0.231 k k Dtir k k 0,006 k D-H. k k 0,021 k D-H.+Lr k k 0,024 k D+E k -0.231 -0.231 k 0.003 k D+L+E k -0.231 -0.231 k 0,021 k D-H.r-€ k -0.231 -0.231 k 0.005 k TiUe Block Line 1 You can changes this area using the 'Settings" maiu item and then using the 'Printing & Titie Block" selection. Titie Block Line 6 Steel Column Title: Dsgnr: Project Desc: Project Notes: Job# File: C:\Users\chiiK!til\Doeuments€NERCALCOataRl8s\ctiriStlar city ch^^ a EICfiCALCX ING. 198J-20l1,Ven 6425, N:11724 I Licensee: Description: c-2 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X-X Deflectton Distance Max. Y-Y Deflection Distance DOnly 0,0000 in 0.000 ft 0.000 In 0.000 ft LOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft LrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft L-H-r 0.0000 in 0.000 ft 0.000 in 0.000 ft EOnly 0.0000 in 0.000 ft 0.251 in 7.591 ft D+Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft D+i 0.0000 in 0.000 ft 0.000 in 0.000 fl D+L-H.r 0.0000 in 0,000 ft 0.000 in 0.000 ft D+E 0.0000 In 0,000 ft 0.251 in 7.591 ft D+L+E 0.0000 in 0.000 ft 0.251 in 7.591 ft D+Lr*£ 0.0000 in 0,000 ft 0.251 in 7.591 ft Steel Section Properties : HSS4X4X1/4 Depth"= 4.000 in Ixx = 7.80 in"4 J Web Thick 0.000 in Sxx = 3.90 in'3 Flange Width = 4.000 in Rxx 1.520 in Flange Ttitok = 0.250 in Area = 3.370 m lyy = 7.800 inM Weight 12,161 ptf Syy Ryy 3.900 in»3 1.520 in 12.800 inM Ycg 0.000 in / 1 \ Loads are total smerad vsiua. Arrows do not reflsct absoiiite direction. Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block..Une.6 Steel Base Plate Lie, #; KW-060040S3 Description: for F-3 Titie: Dsgnr; Project Desc: Projed Notes: Job# File: C:\Users\chiu-chi\Docufflents\ENERCALC Data FNestohristian city climoti-8-a-2010.ec6 'm EMERCALCINC. 1983-2011, Ver 6.0.2S. N:11724 I Licensee : General Information Ca!ri!!at;ons cf-i *iSC ; ASSC Dosig n 0.,1-ic No. IVlaterial Properties AISC Design Method Altowable Stress Design Steel Plate Fy = 36.0 ksi Concrete Support fc = 2,500.0 ksi Assumed Bearing Area :Full Bearing ASIF: Allowable Stress Increase Fador ABIF: Allowable Bearing Increase Factor n c : ASD Safety Fador. Allowable Bearing Fp per J8 1.330 1.330 2.50 3,090.91 ksi Column & Plate Column Properties Steel Sedion: HSS5X5X5/16 Depth 5 in Width 5 in Flange Thickness 0.291 in Web Thickness in Plate Dimensions N: Length 11.0 in B: Width 11.0 in Thickness 0.750 in Coiumn assumed welded to base piats. Area Ixx lyy 5.26 in'^2 19 inM 19 inM Support Dimensions Support width along "X" 18.0 in Length along "Z' 16.0 in ilia ..IBB.., Applied Loads D; Dead Load 13.0 k L:Live 20.0 k Lr: Roof Live k S: Snow k W: Wind k E : Earthquake k H; Lateral Earth k " P" = Gravity load,"+" sign is downward. V-Z M-X k-ft k-ft k-ft k-ft k-ft k-ft k-ft Moments create higher soil pressure at +Z edge Shears push plate towards +Z edge. 1^; Anc/iof Bo/fs Anchor Bolt or Rod Description 5/8" Max of Tension or Pultout Capacity Shear Capacity Edge distance: bolt to plate Number of Bolts in each Row Number of Bolt Rows r- ...«. -i. 1.250 2.0 1.0 • * A^/i Ac/. M 1 ...:s;, 7^ jf,,,„ I 1<_ -5 — , -r- ^ , / 5?. iS ? f • •0 I OO 11 DO A4 P ^/ •t,n Q AJ'" ~>0< - ^- tl'hf ''I p .' ^ At'h ! j> Li iQE 1,A 14. i6 •< MA> ^ I > i /lA :. ^ 0 > ;:i Ai . (?) \/= ( s' 1 o , lb of "ic ft e lA. I ?> -A I Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:14 PM Ctiecked By:. Global Display Sections for Member Calcs [Max intemal Sections for Member Calcs include Shear Deformation M^9§.I?^^^^^^§jM P-Delta Analysis Tolerance ____ !97 'Yes .12 : 0.50% ; Hot Rolled Steel Code [Cold Fj^ed Steel GDdie Wood Code (Wood Temperature Concrete Code " [Masonry Code ; AISC : ASD 13thXPirect Analysi_s Method) AISL01:ASD. _ „ i i NDS 2005: ASD :<100F I ACI 2002 MSJC 05/IBC 06 ASD Number of Shear Regions _ iRegbn Spacing increment (in) Concreti Stress Block _ Use Cracked Sections .BM Framing Warnings I Unused Force Waniings \ Rectangular Yes [No Yes Joint Coordinates and Temperatures Label Xjftl Y [ftL TempXEj • 1 ; NI 0 0 0 1 2, ) : • ••r'N2 :•::.••• •3.5, •:.,.•• 0 3 N3 10 0 0 14; _ N4 10 7 . .. f b: Cold Formed Steel Design Parameters Label Shape Lengthj... Lb-outlft] Lb-in[ft] Lcomp top...Lcomp bot.. K-out K-in Cm Cb R Outs... In sway i 1 i M1 ; CF1A : 3.5 i rr ! m2. ^ t ••CF2', 110i595i.,,. I .',:' ,•.>'• 1. . 1 • -1. : • 1. . •• • • [ ' :. I A ' :v--' 'i . • • ' : 3 M3 CF1A : 7 ! 1 1 11' L4 i M4 . i GF3 112.207} 1 1 ! 1 . • 'A i i '^ i I • i 5 M5 CF3 10.5951 1 1 : 1 i 1 : Cold Formed Steel Section Sets Label CF1A CF2 CF3 Shape •6008200-681 J&OCi20&:68! '400S200-541 _..TyEe_ _ Column Beam VBrace Design List _MateriaJ__ Desiqn Rules CS A570 33 JTypical _ A570_33 [ Typical A [in2] .764 . I (90,270) I .4 CS^ cu 764 jA570_33 [^Typical ,5_ ; .287 I (0.180) [in41 ™4J01_J 4.101 i 1.292 Load Combinations Description ...___..cl+L.. Solve PD.. Yes Y SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC_FactQr 1 1 i ; ^ ' . Cold Formed Steel Properties Label A570 33 A607 C1 55 E [ksil ^9500 29500 Gfksi] 11346 11346 _Nu The_rm(\lE5F) _.3 . I .65 ... ' .3 -.i . .65 Densityjk/ff^S] .49 .49 Yieldfksil 33 55 Ultimatejksi] 52 70 RISA-2D Version 9.1.0 [C:\RlSA\christain city church-frame 3b—X BRACE.r2d] Page 1 Company : c c chen engineering Designer : chiu-chi chen Job Number : 09D02 truss wood+steel rod Jan 12, 2011^ -. . 12:14 PM Checked By: No Data to Print... LC fWlf^ lLm0V \^w«fiJLrifffHftrwrrj Joint Label X[k] Y[k] MZ fk-ft] 1 NI -1.694 .883 0 2 A 1 i m 1 -3.606 1.901 1 0 3 : 1 Totals: -5.3 2.784 1 4 ; 1 X:.166 1 Y:.106 i Member Section Deflections LC Member Label Sec X [in] ALM (n) Uy Ratio 1 • 1 M1 1 0 0 NC i 2 ' 2 0 -.01 NC 3 3 0 -.019 NC 14-i 4 0 -.028 NC 5 ' 5 .001 -.035 NC [ 6 1 1 m2 i .034 -.01 NC 7 2 .031 -.022 NC f"8"T' .029 -.021 m • ' : 9 4 .026 -.015 NC i 10 ! • '•••5 . .024 -.011 NC 11 : 1 M3 1 0 0 NC TUT: 2 0 -.01 NC 13 i 3 -.001 -.018 NC 1 14 i 4 -.002 -.024 ^.-fslG • • 15 5 -.002 -.026 NC 1 16 1 M4 1 0 0 m 17 2 .005 -.016 NC [ 18 : 3 :01 -.025 8909.45 • 19 4 .015 -.024 NC 20 i 5" .02 -.017 ' iy---:A;mA:::. \ 21 i 1 M5 1 .033 .013 9917.973 i 22 i 2 .025 .002 m 23 : 3 .016 -.004 NC r24 ! 4 .008 -.004 NC : 25 1 5 0 0 NC Member Section Forces LC Member Lat>el Sec Axial[k] . _ Shearfk] Momentfk-ftj 1 1 M1 1 -.675 .047 0 i 2 ' 2 -.677 .047 -.041 3 3 -.679 .047 -.082 i 4 i 4 -.681 .047 -.123 5 5 -.683 .047 -.164 : 6' • 1 m2 1 1.755 -.014 -:164 7 2 1.753 -.02 -.119 8 • • 3 • 1.751 -:026 -:058 9 4 1.749 -.032 .019 10 : 5 1.747 -.038 .11 11 1 M3 1 .636 .016 0 12 ! 2 .632 .016 -.028 13 3 .628 .016 -.055 [14 1 •.'••^ 4:'" • .623 :016 -;083 i : 15 : 5 .619 .016 -.11 ! 16 i 1 M4 r -2.003t .008 . 0 17 2 -2.006 .004 -.018 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3b—X BRACE.r2d] Page 2 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 201 tv 12:14 PM Checked By:_ Member Section Forces (Continued) LC Member Label Sec Axiallkl Shearfk! Momentfk-ftl 1 18 i .. .. 1 . 3 -2.009 0 -.023 19 : 4 -2.011 -.004 -.018 20 1 I 5 -2.014 -.008 !. • . 0 21 ! 1 1 M5 1 3.802 .008 0 • 22 1 2 3.803 .004 -.015 23 : i 3 3.805 0 -.02 24;• • \ 4 3.806 -.004 -.015 • f r - — —_ 25 ; 5 3.807 -.008 0 Member Cold Formed Steel Code Checks (Bv Combination) LC Member Shape UC Max Locjft] Shear UC Locjft] Pntk] Intkl.. , Mnfk-ftl Cb Cm Eqn 1 ! 1 M1 :600S200-68i .118 3.5 .011 0 ! 17.326 25.212 3.759 1 1 .6 C5.1.1-1 [2 Mi m2 !600S2(K)-68; .231 0 .009 10.5951 19.963 25.212 3.759 i 1 .85 !C6.2.1^ 3 1 M3 i660S200-68' .106 7 .004 0 4 19.727 25.212 3.759 1 .6 :C5.2.1-3 r 4 i 1 i M4 [4005200-541 .225 6.23 .003 0 ( 14.242 16.5 1.777 i 1 1 iC5.1.1-1 5 1 M5 i400S200-54 .500 5.297 .003 10.5951 14.242 16.5 1.776 ; 1 1 C5.2.1-1 RISA-2D Version 9.1.0 [C:\RISA\christain city church-frame 3b-~X BRACE.r2d] Page 3 Company Designer Job Number c c chen engineering chiu-chi chen 09D02 truss wood+steel rod Jan 12, 2011 12:11 PM Checked By: Global Display Sections for Member Calcs [Max interriai SecMbns for Mernbe^^ Gales Include Shear Deformation •Merge tolerance (in) . _ ^ZZZ1 P-Deita Analysis Tdeiince illlll (97 Yes ;.12 ' 0.150% i Hot Rolled Steel Code [Cold Formed Steet Gode_ iWood Code [Wood Temperature Concrete Code^ [Mason'ty Code AISC : ASD 13th (Direct Analysis Method) AtSI 01 r ASD NDS 2005: ASD < 100F ACI 2002 MSJC05/IBG06ASD Number of Shear Regions Region Spacing increment (In) Concrete Stress Block Use Cracked Sections Bad Framing Warnings rOnused Force Warnings i4 Rectangular !Yes No iYes Joint Coordinates and Temperatures Label Xfft] Yfftl Temp [F] 1 i N1 0 0 0 1 2 1 . . . N2 . • . .. . 0 V 8.5 ! :..:0:- • [ 3 N3 9 0 0 1 4 \ N4. '••••• . ••f ... 9 . ^8.5 A\:A'-: Cold Formed Steel Design Parameters Label Shape Length]... Lb-ou5ft] Lb-in[ft] Lcomp top. .Lcomp bot... K-out K-in Cm Cb R Outs... In swav 1 Ml : CF1A : 8.5 i 1 1 1 1 2 \ M2 r". CF2 ! • '9 . 1 \ \ 1 i .1 . \-:A - : I ••••[,..:••:!• • > 3 M3 CF1A ! 8.5 : 1 1 1 : 1 : 4 i M4 i CF3-^ [12.3791' ...1 ..I 1 i 1 ; . \ A • A [•. • i -: -i 5 M5 CFS 112.379: 1 s 1 1 ^ 1 ' ' : • • Co/of Formed Steel Section Sets Label ..Shape _ -lyBe, GF1A 6008200-54! Column GF2 :400S200-54I Beam CFS 400S200-54' VBrace P_esign_LLst CS CS CU Material Design Rules A[in21 I (90.270) fi... I (0.180) fin4] A570 A570 33 33 Typical Typical A570 33 i Typical .613 .5 .328 .287 .287 3.319 1292 1.292 Load Combinations Description SolvePD... SR., d+l Yes Y BLC Factor BLC Factor BLC Factor BLC FaclOlLiLC Factor BLC Factor BLC Factor BLC Factor : 1 1 ! : : Cold Formed Steel Properties Label A570 33 A607 Cl 55 -Eiksj] .29500 29500[: G {ksi] 11346 Nu Therm M E5 F) Densityfk/ffS] YieMFksil Ultimatefksil .3 ' .65 .49 33 J 52 11346 .65 55_ 70 RISA-2D Version 9.1.0 [C:\RISA\christain city church-iinr 7.5—X BRACE -9 ft long.r2d] Page 1 Company : c c chen engineering Designer : chiu-chi chen Job Number : 09D02 truss wood+steel rod Jan 12,2011 12:11 PM Checked By: 4^) No Data to Print... Joint Reactions LC Joint Label X[k] Y[k] MZ [k-ft] : 1 1 NI -.241 .565 0 i 2,1 J.....A^ N3 -i;i3i 3.158 1 0 3 s 1 Totals: i -1.372 3.724 ! ,4 . ! 1 r COG (ft): X: 4.5 Y;8.42 1 Member Section Deflections LC Member Label Sec xfin] y [in] (n) L/y Ratio 1 M1 1 0 0 NG i 2 :-.0Oi -.004 NC \ 3 ' 3 -.002 -.009 NG [^4 i ^ •" •• —r 4 -.003 -.013 NG ! 5 5 -.664 -.017 NG [ 6 i 1 u M2 1 .017 -.004 NG " 1 7 : 2 .017 -.008 NC 1 8 1 3 : :Jl7 „: TJ>L.:.^ . NC ; 9 : 4 .016 -.011 NC 10 1 '• • • 5 .016 -.012 IMC 11 : M3 1 0 0 NG :12. .1 2 -003 -.005 •.vV/-.:::NC • i 13 ! 3 -.006 -.009 NC 1 14 [ ,4V V -.009 . -013 NG ^ 15 ! 5 -.012 -.016 NC 1 16 • i i :: .M4;.';' 0 0 NG 17 2 0 -.016 NC 1' fS 1 A 3', .: .002 .:.•-''•...'.••.••r:02&V •.:;.'..'•. 9624.854 19 4 .002 -.025 NG [ 20.v! A ' 'K .003 ".-.01.9. :.:NC 21 ; 1 M5 1 .016 .009 NG 22 i . -^2'A: •:'..'0',: .042-.. ^ ._....,,,VxJS4_:::....::...' '^••••••NC-'.:,:. 23 3 .008 -.011 9624.854 24 25 .004 0 -.009 NC NG Member Section Forces (By Combination) LC Member Label Sec Axial[k] Shear[k] Moment(k-ft] 1 : 1 Ml ! 1 .783 0 0 1 2 I v: !.. •'2-.779 : 0 3 ' 3 .775 0 0 ...4 .1 - ' h .' 4 .,, .771 0 { -;001 5 : i 5 .767 0 -.002 6 ! 1-•^•:.-••:.••••.••.•:'•.:•.•• WI2 • V 't-h-l::... • .242 .005 . -.-.002•'••••^ •••••'• 7 i 2 .242 .001 -.008 '8 • f ^ ••'.,.,[•"••••'-3 :.::•• ^ ••. •'.242- • -.002 -••rA -.oos;.-:-;-.';.':- 9 • 4 .242 -.006 0 10 A: .••.!:•.; :5. .242 -.009 .017 11 : 1 M3 1 2.082 .002 0 12,; .••:i;:.::..2'.,'.:••. ^.078 .002 -;004 13 1 3 2.074 .002 -.009 i4..i. ; '•••Ay'2.G7A>-'A.. .002 1 • •••• -.013'...••:-• 15 : 5 2.066 .002 -.017 16 ; 1 .WW'.'.--'•.'•.;.:• ,:• i ••••••:• .•••••^•••.•..•-;324.^:^.'. .007 i - A: "ti'...--'^ 17 2 -.328 .003 -.016 RISA-2D Version 9.1.0 [C:\RISA\christain city church-linr 7.5—X BRACE -9 ft long.r2d] Page 2 ^7) O -I C5- A" / HA BUILDING ENERGY ANALYSIS REPORT PROJECT: C3 Church 2716 Gateway Road Carlsbad, CA 92008 Project Designer: Domusstudio Architecture 2150 West Washington, Ste 303 San Diego, CA92110 619-692-9393 Report Prepared by: IVIERRICK + ASSOCIATES 9606 Tierra Grande St. Ste 206 San Diego , CA 92126 858-549-9980 Job Number: 1021 Date: 5/22/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 24 Form MECH-MM Mechanical Mandatory Measures 25 EnergyPro 5.1 by EnergySoft job Number: ID: 1021 User Number: 2993 PERFORMANCE CERTIFICATE OF COMPLIANCE (Parti of3) PERF-1 C Project Name 03 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone CA Climate Zone 07 Total Cond. Floor Area 11.419 Addition Ftoor Area n/a GENERAL INFORMATION Building Type: D Nonresidential • O Relocatable - Indicate • High-Rise Residential • specific climate zone • Hotel/Motel Guest Room all climates Phase of Construction: El New Construction • 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 Callfomia 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. Documentation Author Name DavId Menick Signature Company MERRICK + ASSOCIA TES Address 9606 Tierra Grande St. Ste 206 Phone 858-549-9980 City/Statedp ^an ^/t 92126 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 teen designed to meet the energy efficiency requirements contained in sections 110,116 through 118, and 140 through 149 of Title 24, Parts. Please check one: ENV. LTG. MECH. • • X O I tiereby affirm that \ am eligible under ttie 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 Ucensed in the State of Califomla as a dvll 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 section 5537.2 or 6737.3 to sign ttiis document as the person responsible for its preparation; and that I am a licensed contractor performing this woi1(. 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 Signature Company Domusstudio Architecture Date Address 2750 West Washington, Ste 303 Ucense # City/Stateffip San Diego. CA 92110 Phone 679-692-9393 Principal Mechanical Designer Name David Merrick Signature Company Merrick + Associates, Inc. Jate 2, 2011 Address 9606 TVerra Grande St. Ste 206 Ucense # 22271 Clty/State/Z^ San Diego, CA 92126 Phone 858^9-9980 Principal Lighting Designer Name Signature Company ^^^^ Associates Date Address 12245 World Trade Drive, Suite E License # City/StaleCip gg„ g^m Phone (358)676-9776 INSTRUCTIONS TO APPLIC/tffT COMPLIANCE & WORKSHEETS (checic box if worksheets are included) B} ENV-IC Certificate of Compliance. Required on plans. Q MECH-1C E3 tTG-1C Certificate of Compiiance. Required on plans. E3 MECH-2C • LTG-2C Ughting Controls Credit Worksheet. EZI MECH-3C • LTG-3C Indoor Ughting Power Allowiance. E MECH-5C Certificate of Compliance. Required on plans. Air/Water Sideb^Servioe Hot Water & Pool Requirements. Mechanical Ventaatton and Reheat. Mechanical Equipment Petals. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-0S-22T1S:49:28 ID: 1021 Page 3 of 25 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1 C Project Name Date C3 Church 5/22/2011 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Energy Component Standard Design Proposed Design Compliance Margin Heating Space Heating 1.13 0.38 0.75 Heating Space Cooling 147.22 745.53 7.69 Cooling Indoor Fans 98.03 89.27 8.82 Fans Heat Rejection 0.00 0.00 0.00 Heat Rej Pumps & Misc. 0.00 0.00 0.00 Pumps Domestic Hot Water 43.44 43.44 0.00 DHW Lighting 80.04 79.07 0.98 Lighting Receptacle 32.86 32.86 0.00 Receptacle Process 0.00 0.00 0.00 Process Process Lighting 0.00 0.00 0.00 Process Ltg TOTALS 402.71 390.48 72.23 Percent better than Standard 3.0% ( 3.0 % excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones (N) 0deg 1 Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Natural Gas Available On Site 77,479 0 27,479 yes sqft. sqft. sqft. Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 2,747 sqft. 0 sqft. 0.0% Left Elevation (E) 7,540 sqft. 735 sqft. 8.8% Rear Elevation (S) 2,724 sqft. 809 sqft. 29.7% Right Elevation (W) 7,520 sqft. 45 sqft. 3.0% Total 7,937 sqft. 989 sqft. 72.5% Roof 77,479 sqft. 0 sqft. 0.0% Standard Prescnptive Lighting Power Density Prescnptive Envelope TDV Energy 7.473 245,227 W/sqft. Proposed 7.396 261,070 Prescnptive Values for W/sqft. Comparison only. See LTG-1 C for allowed LPD. Remarks: EnergyPro 5.1 bv EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 4 of 25 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name C3 Church Date 5/22/2011 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) AC -1 ASSEMBLY ASSEMBLY Religious Worship 2,979 *7.500 AC - 2 ASSEMBLY ASSEMBLY Religious Worship 2,979 •7.500 AC-3 MEETING RM / LOB MEETING ROOM/LOBBY Classroom, Lecture, Traininc 797 *7.200 LOBBY Lobby, Main Entry 2,759 *7.200 AC - 4 MEETING ROOMS 1 MEETING ROOMS 112-114 Classroom, Lecture, Training 1,501 •7.500 AC-5 MEETING RM 111 MEETING RM 111 Classroom, Lecture, Traininc 1,004 •7.200 Notes: 1. See LTG-1 C (Items marked wilh asterisk, see LTG-1-C by others) 2. See LTG-2C 3. See LTG-3C (by others) 4. See LTG-4C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement 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 HVAC System AC-1 ASSEMBLY includes Demand Control Ventilation per Standards Section 121. The HVAC System AC - 2 ASSEMBLY includes Demand Control Ventilation per Standards Section 121. The exceptional features listed In this performance approach appiication have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 5 of 25 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-IC Project Name C3 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,419 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checlced include the ENV-4C with submittal) Phase of Construction: EZI New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, 8, W or in Degrees: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type' c a up fl o tc o ~ a> S2 UJ > o o> X 3 UJ U. •2» .2 c c £ o. -s < c o 'I o .5 O CO OT OT CO a. Roof 2,979 (N) 0.043 R-22 4.2.1-A6 New D Wall 1,074 (N) 0.175 None 11.0 Metal 4.3.6-D5 New Wall 551 (W) 0.175 None 11.0 Metal 4.3.6-D5 New Slab 2,979 (N) 0.730 None 4.4.7-A1 New Roof 2,979 (N) 0.043 R-22 4.2.1-A6 New Wall 1,074 (N) 0.175 None 11.0 Metal 4.3.6-D5 New Slab 2,979 (N) 0.730 None 4.4.7-A1 New • Roo^ 797 (N) 0.043 R-22 4.2.1-A6 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 correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type' (0 < Orientation N, E,S,W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status" Pass Fail' 7 Window 135 (E) 0.770 Default 0.600 Default • New • • 2 Window 809 (S) 0.770 Default 0.600 Default • New • • 3 Window 45 (W) 0.770 Default 0.600 Default • New • • • • • • • • • • • • • • • • • • • • • • 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: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 6 of 25 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-IC Project Name C3 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,419 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: o deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type cn c a 111 6 z 0) o oc o ~ 4) 0) 3 •R (0 lU > o a> X 3 Ul U. CC o £ > .2 c St X c £ o. -s < c o ~ CO V 3 o S O V) OT OT CS 0. 9 70 Wail 304 (E) 0.175 None 11.0 Metal 4.3.6-D5 New • Slab 797 (N) 0.730 None 4.4.7-A1 New 11 12 13 14 15 16 Roof 2,759 (N) 0.043 R-22 4.2.1-A6 New Wall 858 (E) 0.175 None 11.0 Metal 4.3.6-D5 New Wall 507 (S) 0.175 None 11.0 Metal 4.3.6-D5 New • Wall 86 (W) 0.175 None 11.0 Metal 4.3.6-D5 New Slab 2,759 (N) 0.730 None 4.4.7-Al New Roof 1,501 (N) 0.043 R-22 4.2.1-A6 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 correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID^ Fenestration Type' £, CS S> < Orientation N,E,S,W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status' Pass 'is u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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. Verity building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 7 of 25 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name C3 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,419 Addition Floor Area n/a GENERAL INFORIMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School BIdg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: o deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' Assembly Type' 4> UJ o z 4) •If CS "7 U CC o ~ 4) S = X CS Ul > X 3 Ul U. X c •B 4> £ o. ° 3- c o S'OT •D 3 o IS u m tt) tt> CS a. 77 78 Wall 1,184 (S) 0.175 None 11.0 Metal 4.3.6-D5 New Wall 203 (E) 0.175 None 11.0 Metal 4.3.6-D5 New 19 20 21 22 23 24 Slab 1,501 (N) 0.730 None 4.4.7-A1 New Roof 1,004 (N) 0.043 R-22 4.2.1-A6 New Wall 839 (Wj 0.175 None 11.0 Metal 4.3.6-D5 New Wall 224 (S) 0.175 None 11.0 Metal 4.3.6-D5 New Wall 41 (E) 0.175 None 11.0 Metal 4.3.6-D5 New Slab 11,004 (N) 0.730 None 4.4.7-A1 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 correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type' Area (ft') Orientation N, E,S,W Max U-Factor U-Factor Source' Max (R)SHGC SHGC Source' Overhang Conditions Status" Pass to n u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 8 of 25 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-IC Project Name C3 Church Date 5/22/2011 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 Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fall' N/A • Roofing compliance not required in Climate Zones 1 and16 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 lb/ft'. Greater than 2:12 pitch. • • • J-. Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly. Column H of ENV-2C. • • • •-I Low-sloped Metal 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. • • • |-. The roof area covered by building integrated photovoltaic panels and building integrated solar themnal panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerav.ca.aov/title24/ • • • •-| Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft^ are exempt from the Cool Roof criteria below. • • • J-, 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 this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope S 2:12 >2:12 Product Weight < 5\b/fr' a 5lb/ft^ Product Type^ Aged Solar Reflectance^ Thermal Emmitance SRI' Pass Fail' • • • • • • • • • • a* • • • • • • • • • • • • • • • • • • • • • • • • • • 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.ora/products/search.phD 2. Indicate the type of product is being used for the roof top, i.e. single-ply roof, asphalt roof, metal roof, 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+0.7(pinitiai - 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 at httD://www.enerav.ca.aov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Fomri and take appropriate action to coffect. 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 • Other Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 9 of 25 CERTIFICATE OF COMPLIANCE (Part 3 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV-IC Project Name C3 Church Date 5/22/2011 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 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 will 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 certitied 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 Veritication Area of like Products Building Envelope Acceptance Test Double Metal Tinted 989 EI • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 10 of 25 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1 C Project Name C3 Church Date 5/22/2011 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 (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 Lighting Schedule is only for: IZI CONDITIONED SPACE UNCONDITIONED SPACE IZI Thie 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 with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) A B C D E F G H How wattage Was determined Field Inspector' None or Item Tag Complete Luminaire Description' (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts) Special Features Watts per Luminaire CEC Default From NA8 According To §130 (d ore) Number of Luminaires Installed Watts (CXF) Pass u. Designed Allowance: 1004 sgft at 1.200 w/sf • • • 7,205 • • Designed Allowance: 1501 sgft at 1.500 w/sf • • • 2,252 • • Designed Allowance: 2159 sgft at 1.200 w/sf • • • 2,597 • • Designed Allowance: 2979 sqft at 1.500 w/sf • • • 4,469 • • Designed Allowance: 2979 sqft at 1.500 w/sf • • • 4,469 • • Designed Allowance: 797 sqft at 1.200 w/sf • • • 956 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O • • • • • n • • • • • • • • a o • • • • o • • • o • • • • o • • • • • • • • • • • Installed Watts Page Total: 75,947 Building total number of pages: Installed Watts Building Total (Sum of all pages) Building total number of pages: Enter into LTG-1 C Page 4 of 4 75,947 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 of the Inspection Checklist Fomn and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Pacje 11 of 25 Installed Watts CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name C3 Church Date 5/22/2011 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft^, automatic daylighting controls for daylit areas > 2,500 f?, d) shut-off controls, e) display lighting controls, f) tailored lighting controls - general lighting controlled separately from display, ornamental 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 Building Special Features Pass Fail • • • • 0 • • • • • • • • • • • P • • • • • • • • • • O a • • • • D • • • • • • • • • o • • • • • • • • • • • • • • • • o • 0 o • • • • • SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-1 C) The local enforcement agency should 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 othenwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: EnergyPro 5.1 by EnergySoft User Number 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 12 of 25 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name 03 Church Date 5/22/2011 CONDITIONED AND UNCONDITIONED SPACE LIGHTING N UST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting (from Conditioned LTG-1 C, Page 2) 75,947 Installed Lighting (from Unconditioned LTG-1 C, Page 2) 0 Lighting Control Credit Conditioned Spaces (from LTG-2C) 0 Lighting Control Credit Unconditioned Spaces (from LTG-2C) 0 Adjusted Installed Lighting Power 75,947 Adjusted Installed Lighting Power 0 Complies if Installed ^ Allowed ^ Complies if Installed ^ Allowed ^ Allowed Lighting Power Conditioned Spaces (from LTG-3C or PERF-1) 75,947 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. 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 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 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 LTG-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 LTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Controls for Credits LTG-2A Equipment Requiring Testing Description Number of Luminaire controls Location Controls and Sensors and Automatic Daylighting Controls Acceptance • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnerqySofi User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Paae13of25 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name C3 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11.419 Addition Fioor Area A7/a GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC - 1 ASSEMBLY • • Equipment Type^: Paci<aged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 150,000 Btu/hr • • Minimum Heating Efficiency' 3.20 COP • • Max Allowed Cooling Capacity' 145,200 Btu/hr • • Cooling Efficiency' 10.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit IUECH-4A & MECH-4-HERS No • • Economizer Diff. Enth (Integrated) • • 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) AC - 2 ASSEMBLY • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 150.000 Btu/hr • • Minimum Heating Efficiency' 3.20 COP • • Max Allowed Cooling Capacity' 145,200 Btu/hr • • Cooling Efficiency' 10.6 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer Diff. Enth (Integrated) • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 14 of 25 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name C3 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,419 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC-3 MEETING RM/LOBBY • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 71,900 Btu/hr • • Minimum Heating Efficiency' 3.00 COP • • Max Allowed Cooling Capacity' 74,700 Btu/hr • • Cooling Efficiency' 11.4 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC - 4 MEETING ROOMS 112-114 • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 71,900 Btu/hr • • Minimum Heating Efficiency' 3.00 COP • • Max Allowed Cooling Capacity' 74,700 Btu/hr • • Cooling Efficiency' 11.4 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfomance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Fonn. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 15 of 25 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name C3 Church Date 5/22/2011 Project Address 2716 Gateway Road Carlsbad Climate Zone Total Cond. Floor Area 11,419 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School BIdg. IZ Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) AC-5 MEETING RM 111 • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 45,200 Btu/hr • • Minimum Heating Efficiency' 8.10 HSPF • • Max Allowed Cooling Capacity' 47,400 Btu/hr • • Cooling Efficiency' 13.0 SEER/10.4 EER • • Duct Location/ R-Value R-4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment' Inspection Criteria FIELD INSPECTION ENERGY 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 the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Fonn. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 16 of 25 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) MECH-1 C Project Name 03 Church Date 5/22/2011 Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 17 of 25 o I X o UJ <+-o CO •c CQ Q- I- O UJ X o >-o QC UJ z UJ z o p o UJ Q. (0 UJ IL •o c (0 UJ O o o u. o UJ < o I- QC UJ O I § 2 c*> 0. O (0 CD O c CO a. 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CO < 3 U. $ to •O- g to i= CO > P c = O o O UJ CD *; 08 C 0<.£-' W c 0.5 5^ > < o > O J) <D E a '3, a m • • • • 10 CM O 00 § io • • • • • • • • • • • • • • • 01 • • • • • • • O •8 o o c 3 • • • • • • • • P cvi § UJ o o P o I CO O) CM E 3 5 4= o 1 (D P <D X o UJ o CD CL o lU X o >• o oc UJ z UJ z o p o UJ Q. cn UJ LE •o c (0 u O O O u. O UJ I- < o P OC UJ o o 8 O 9" CD CD UJ UJ ra O) m •° to f oo i ^ CO < 0) S >.X « CO g>Q ,5? Q CD m CO °9 U- c: o .9 o CD <o c .£) o •4= = to N CO o c X U. 0) CDQ — CO ID a Q o 2: a • 3 CM O Ol ID O) 10 • • • • 00 oi CM CM • • • • o CM c a Q: • • • • • • • • • • • • O) CM I P CC Ul oo o O i it: o I (D UJ AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name 03 Church Date 5/22/2011 Item or System Tags (i.e. AG-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc..) Item or System Tags (i.e. AG-1, RTU-1, HP-1) AC - 1 ASSEMBLY AC - 2 ASSEMBLY [C-3 MEETING RM / LOBB\ Number of Systems 1 1 1 indicate Page Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 3.20 COP 3.20 COP 3.00 COP Cooling Equipment Efficiency 112(a) 10.6 EER 10.6 EER 11.4 EER HVAC Heat Pump Themiostat 112(b), 112(c) Yes Yes Yes Furnace Controls/Thermostat 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) Yes Yes Yes Mechanical Ventilation 121(b) 3,310 cfm 3,310 cfm 749 cfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) Yes Yes No Time Control 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a&b) n/a n/a n/a Proposed Heating Capacity 144(a&b) 114,748 Btu/hr 114,748 Btu/hr 55,003 Btu/hr Calculated Design Cooling Load 144(a&b) n/a n/a n/a Proposed Cooling Capacity 144(a&b) 102,423 Btu/hr 102,392 Btu/hr 58,139 Btu/hr Fan Control 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) Diff. Enth (Integrated) Diff. Enth (Integrated) No Economizer Heat Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating' 144(g) Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 20 of 25 AIR SYSTEM REQUIREMENTS (Part 1 Of 2) MECH-2C Project Name 03 Church Date 5/22/2011 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) - 4 MEETING ROOMS 112-AC-5 MEETING RM 111 Number of Systems 1 1 Indicate Page Reference on Plans or Schedule and Indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 3.00 COP 8.10 HSPF Cooling Equipment Efficiency 112(a) 11.4 EER 13.0 SEER/10.4 EER HVAC Heat Pump Thermostat 112(b), 112(c) Yes Yes Furnace Controls/Thermostat 112(c), 115(a) n/a n/a Natural Ventilation 121(b) Yes Yes Mechanical Ventilation 121(b) 600 cfm 450 cfm VAV Minimum Position Control 121(c) No No Demand Control Ventilation 121(c) No No Time Control 122(e) Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Isolation Zones 122(g) n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a&b) n/a n/a Proposed Heating Capacity 144(a&b) 55,003 Btu/hr 34,577 Btu/hr Calculated Design Cooling Load 144(a&b) n/a n/a Proposed Cooling Capacity 144(a&b) 58,720 Btu/hr 36,078 Btu/hr Fan Control 144(c) Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Simultaneous Heat/Cool 144(d) No No Economizer 144(e) No Economizer No Economizer Heat Air Supply Reset 144(f) Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Electric Resistance Heating' 144(g) Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 21 of 25 o CO • X o UJ 5 UJ UJ QC Q < UJ > < o o UJ t:^ CD ir5 Q •o T— <s z o < 1- E • < UJ X UJ cc 0) g o Q- O CJ T- CM an •= i ^ .^i i - o !S •- < fi " S CO P .oO m ^ 10 ° cc S C3 UJ o m ..-10 .5 o ~- (D in (0 to (D c .2 .5" to ^ O 2 c U- S u. ^ 8uj 2 O [f 0) 10 Q Q. o D- (D ID J3 Qj EO o CO S> O < X U. ID*!- •i: 10 „ o ^ o CO o c o > c .D) *« 0) Q c E 3 O o CM O •Q|Q ID fS o> ID o CNI I 2 E 11 3 O ID > : O : O 11 .2 to CT ID oc (D tn ID E x> a> < £ 1 « 2 Si I- 0) *: o I (D fi I fi o in • X o UJ CM O (0 Q. cn < H UJ o H UJ o UJ -J < o z < X o UJ ID •c £•00 ii ^5 EE • 4) • a c 0) •5 £ lU > 5 0) E CS z c 0) E a •5 c UJ IA CO •J o -a i. c o CS o " UJ S'O 4) UJ ^ CO 0-5 >C3 (3 (5 (0 X >< X Q Q Q T3 •0 •0 ID ID ID D) 13) O) CO ra ID Je Je 0 0 0 ID ID 10 Q. U. CL 1^ 3 o ES Q. QJ O CD CM cc 3 UJ Q. X m 0. OL u = o EE a. m T m C3 O O «> a >< .2 §, O) .2 fi Iti 5 >-OC < (0 z < u. UJ H w >- _l < oc Ul o (0 6) • •o o o o o c a 0: CO OJ o> CM 2 2 p CM P QC r) uj 00 S o i o I ID fi I ID fi ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name 03 Church Date 5/22/2011 DESCRIPTION Building Envelope Measures: S118( )• Installed insulating material shall have been certified by the manufacturer to comply with the California Quality ^ Standards for insulating material, Title 20 Chapter 4, Article 3. Ri iRr ^ ^" Insulating Materials sfiall be installed in compliance with the flame spread rating and smoke density requirements of §11 B(C). Sections 2602 and 707 of Title 24, Part 2. SI 18m- opaque portions of framed demising walls in nonresidential buildings sfiall 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 that are observable sources of air leakage shall be caulked, gasketed, weatherstrlpped or othenwise 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 cfm/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 with NFRC 100, or the applicable default U-factor. Ri 1 Rr AT Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the §11 b(a) J. applicable default SHGC. 81 ifirhv Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be S ^ '• weatherstrlpped (except for unframed glass doors and fire doors). EnergyPro 5.1 by EnemySoft User Number 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 24 of 25 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name 03 Church Date 5/22/2011 Equipment and System Efficiencies §111: Any appliance for which tfiere 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: IA. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or IB. An occupancy sensor to control the operating period of the system; or IC. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat purnps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b): Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within 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 to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §121(f): Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for 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(0) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5.1 by EnergySoft User Number: 2993 RunCode: 2011-05-22719:49:28 ID: 1021 Page 25 of 25 f?" o > CO 2§ c < :D > > 73 JCi) g IO o| g •nmrfXia •vnm 3)1^ S i cn * I m m ?3 ; \ "5 « 5 I -D IT, ^ 2 , si i 09-01-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRl 1108 Building Inspection Request Line (760) 602-2725 Job Address: Pernnit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2716 GATEWAY RD CBAD PCR 2132631600 Lot#: $0.00 Construction Type: CB102522 C3 CHURCH- ADD DISABLED ACCESS RAMP TO NEW DOOR 0 NEW status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 08/23/2011 RMA 09/01/2011 09/01/2011 Applicant: DAVID KEITEL Owner: C 3 CENTER LLC STE 303 2150 WEST WASHINGTON 92110 619 692-9393 XT 18 5838 EDISO PL #100 CARLSBAD CA 92008 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $187.50 $0.00 $0.00 Total Fees: $187.50 Total Payments To Date: $187.50 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please tal<e NOTICE that approval of your project includes the "Imposition" of fees, dedications, resewations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired. ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ^ ^ ' ^' Original Plan Check No. C£>V02.S2.2^ Project Address 21\^ (<3fifr^A-^ P-OAQ Date S'^^p/ Contact QAMiO V^eiTiSu. PhJeBiMl^^^^J^ ax Ul*^•(p*^t-ft>1^ Email dA^'iff, I^i4e>i^d'>i'lo^o^^ Contact Address MSo b^earr tjL3A&ii-i>-^(=rRsAj >j^ao2:> City ixAA r)ije-&.o Zip *!24IO General Scope of Work P^-f^ p.€i^\'^\CifJi Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: j^Plans • Calculations • Soils • Energy • Other 2 Describe revisions in detail 3 List page(s) where eacfi revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? • Yes 6 Does this revision add ANY new floor area(s)? • Yes ^ No T Does this revision affect any fire related issues? • Yes ^ No 8 Is this a complete set? O Yes j^No • No u^At-V^-to^• 7 ^Signature- 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 vvww.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In (PartnersHip witH government for (BuiUing Safety DATE: 8/29/2011 • APPUCANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 102522 rev (PCRl 1108) SET: I PROJECT ADDRESS: 2716 Gateway Road PROJECT NAME: c3 Church T. I. Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person XI REMARKS: The clouded inked notes shown on sheet AO.3 shall be made on city set. (at building department) By: David Yao Enclosures: original approved plan EsGil Corporation • GA • EJ • PC 8/25 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 102522 rev (PCRl 1108) 8/29/2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 102522 rev (PCRl 1108) PREPARED BY: David Yao DATE: 8/29/2011 BUILDING ADDRESS: 2716 Gateway Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions ramp and steps Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats • Complete Review • Other 17] Hourly EsGil Fee $187.50 n structural Only 1.5 $100.00 Hrs. @ $150.00 Based on hourly rate Comments: Sheet 1 ofl macvalue.doc + CITY OF CZiAR L.3IISiA[^ BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for PGR 11-108 (CB 10-2522) Project Address: 2716 Gateway Rd Date: August 23,2011 APN: 213-263-16-00 Project Description: Add handicapped ramp to access new door Valuation: ENGINEERING Contact: Linda Ontiveros Phone: 760-602-2773 Email: linda.ontiveros@carlsbadca.gov Fax: 760-602-1052 RESIDENTIAL ITENANT IMPROVEMENT I RESIDENTIAL ADDITION MINOR (<$20,000.00) I CARLSBAD COMPANY STORES PLAZA CAMINO REAL COMPLETE OFFICE BUILDING iZl OTHER: SW11-04 PER ORIGINAL BUILDING PERMIT OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: REIVIARKS DATE: August 23, 2011 Notification of Englhefilhg APPROVAL has besin seni^^ via on Page 1 of 1 E-36 REV 4/30/11 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PERMIT NUMBER PCR 11-108 DATE 8/23/11 ADDRESS 2716 Gateway Road - 213-263-16-00 RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING VILLAGE FAIRE SOLAR PANELS OTHER Add a Handicapped Ramp to access new door PLANNER DATE p-29 Page 1 of 1 07/11 1/1 c n a. O 0 ID ST n i .3 -2^ o I i •