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Home My WebLink About2501 EL CAMINO REAL; 200; CB133007; Permit05-13-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CBI33007 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2501 EL CAMINO REAL CBADSt: 200 Tl Sub Type: COMM 1563020800 Lot#: 0 $2,857,138.00 Construction Type: 38 Reference # REGAL THEATRE: 58,615 SF @ MAIN LOBBY LEVEL & 9,170 SF MEZZANINE Applicant: CHARLES BELL STE 18 1590 S COAST HWY LAGUNA BEACH CA 92651-3257 949-494-8093 Status: ISSUED Applied: 12/05/2013 Entered By: JMA Plan Approved: 05/13/2014 Issued: 05/13/2014 Inspect Area Plan Check #; Owner: CMF PCR LLC C/O WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 Building Permit $8,013.72 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Checl< $5,609.60 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Checl< Discount $0.00 CFD Payoff Fee $0.00 strong Motion Fee $600.00 PFF (3105540) $51,999.91 Parl< Fee $0.00 PFF (4305540) $47,999.92 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $698.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $1,146.00 Otiier Building Fee $0.00 MECHANICAL TOTAL $418.45 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $112.00 HMP Fee ?? Fire Expedidted Plan Review $3,310.00 Green Bldg Standards Plan Clik ?? TOTAL PERMIT FEES $119,907.60 Total Fees: $119,907.60 Total Payments To Date: $119,907.60 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTIIIE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required Infomiation with the City Manager for processing In accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees In connection with this project. NOR DOES IT APPLY to any fees/exactions of whioh vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otheiwise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EJPl PUNNING "Q^N! NGINEERING UILDING [ZfiRE •HEALTH •HAZMAT/APCD CITY OF CARLSBAD 2^ Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildingigcarlsbadca.gov www.carlsbadca.gov Plan Check No.^ ^ QOy Est. Value . j^^^ Plan Ck. Deposit Date APN SWPPP JOBADDRESS •^^El Camino Real CT/PR0JECT# LOT# PHASE* # OF UNn^ # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC GROUP Regal Entertainment Group lll-B A-1 sunE«/sPACE*/UNrr* DESCRIPnONOFWORK: Include Square Feet ot Atfeeted Area(a) New 58,615 SF Lobby Level and 9,170 SF Mezzanine Level, 2,381 seat 12 screen stadium seating motion picture multiplex Mezzanine Level Interior Tenant Improvement with fully automatic sprinkler system within existing shell building constructed under separate permit. Interior Tl to Included bearing metal stud walls, concrete stadium seating platforms, non bearing metal stud and gypsum board walls and celling systems, suspended ceiling systems and interior flinlsh materials with normal electrical power, lighting, low voltage, plumbing and mechanical systems. EXISTING USE Department Store PROPOSED USE Movie Theatre GARAGE (SF) N/A PATIOS (SF) N/A DECKS (SF) N/A FIREPLACE YESQ* N0[7] AIR CONDrriONING YES[71NO| I FIRESPRINKLERS YESjTlNOl i APPLICANTNAME (Primary Contactj^ ... , „ APPLICANTNAME (Secondary Contact) ADDRESS , I ciTf '^*::*^^^hCi^ ADDRESS STATE CITY STATE ZIP PHONE FAX EMAIL PROPERTY OWNER NAME Westfield ADDRESS 2049 Centurv Park East 41st Floor ADDRESS^ *" • / 57^ r / STATE zip CITY Centurv Citv STATE CA ZIP 90067 CITY PHONE ' 1 STATE PHONE 310-478-4456 FAX 310-478-4468 HQUE FAX EMAIL sfluhr@us.westfield.com EMAIL Hwfj ARCH/DESIGNER NAME & ADDRESS BBArchitects. Inc 1590 S. Coast STATE uc. # C12942 CLASS cmr BUS. Lie* (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'" " •. • ~c »- -.• - — • • - -Business and Professions Code} or that he Is exempt therefi civil penalty of not more than five hundred dollars ($500)). applicantfor such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law ichapter 9, commending with Section 7CKX) of Division 3 ofthe Business and Professions Code} or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicantfor a permit subjects the applicant to a WORKERS' COMPENSATION Workers' Comptntation DtclaraUon: / h«r>l>y affinn under penalty ofpeijury one of tfie tollowing declarations: I have and will maintain * certificate of consent to self-Insure for workers' compensalkin as provkled by Section 3700 of the Labor Code, for the performance of the work for whk^ this permit is Issued. 11 have and wtll maintain workers' compensation, as required b^^^ctkm 3700 of the Labor Code, for the perfbnnaKe of the work forwhich this perniit is Issued. My workers' compensatnn insurance earner and policy number are: Insurance Co./'('>^ -^/^I^^fer^ -17^/1^:5 ClO 9ri^\to.K.)/s}O'f f Sf^J^ ^ Exr)iration Date 7/// / Bsection need not be completed if the perniit Is for one hundred doljars ($100) or less. Certificate of Exemption: I certify that in the perfonnance of tt)<work for which this permit is Issued, I shall not employ any person in any manner to as to become sutiject fo the Woriters' Compensation Laws of Califomia. WARNING: Failure to^eetia workers' compensa^ coverage Is unlawful, tnd shall subject an employer to criminal penaitiet and dvil flnes up to one hundred thousand dollars (&100,000), In addition to the cost of compenudon, dynages Mjmdjg^fcr In $|^n 3706 of the Labor code. Interest and attomey's fees. ^ CONTRACTOR SIGNATUI^g^ QAGENT DATE jSV/S / O W NER-BUILDER DECLARATION / /lemby affirm tfiaf / am exempt ton Contractor's License Law for the folkmng reason: I I I, as owner of the property or my employees with wages as their sole compensatton, will do the work and the stnjcture Is not Intended or offered for tale (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 wori( himself or through his own empfoyees, provided that tuch improvenients are not Intended or offered for sale. If, however, the building or improvement Is sokJ within one year of completfon, the owner-bulkier will have the burden of proving that he dk) not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with Hcensed contractors to constnjct the project (Sec. 7044, Business and Professions Code: The Contractor's Lteense Law does not apply toan owner of property who buikis or improves thereon, and oontrads fbr such projecis with contracto({s) lk»nsed pursuant to the Contractor't Lk»nse Law). [~~| I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provkJe the major labor and materials for constructfon of the proposed property improvemenL Q Yes I iNo 2.1 (have / have not) signed an applicatnn for a building penult fbr the proposed wori(. 3.1 have contracted with the foltowing person (fimi) to provkle the proposed constructfon (include name address / phone / contractors' license number): 4.1 plan to provide portions of the worit, but I have hired the foflowing person to coordinate, supenise and provide the major worit (include name / address / phone / contractors' Iteense number): 5.1 will provide some of the worit, but I have contracted (hired) the folkwing persons fo provide the worit indicated (include name / address / phone / type of worit): ^eS'pROPERTY OWNER SIGNATURE []AGENT DATE COMPLETE THIS SECTION FOR NON-RESIOENTIAL BUILDING PERMITS ONLY Is Vie applicant or future buikiing occupant required to submit a business plan, acutely hazanlous materials registration form or risk management and prevention program under Sectkins 2SS0S, 25533 or 2SS34 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future buikling occupant required to obtain a pemiit from the air pollutton controi distict or air Yes <^ No Is the facility to be constnjcted within 1,000 feet of Ihe outer boundary of a school tite? Yes •'No IF ANY OF THE ANSWERS ARE YES, A HNAL 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 POU-UDON CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency fbr the perfbnnance of the worit this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lendei's Address APPLICANT CERTIFICATION I cei% lhat I haw read the applteatfon and state that the above Infomiatfon Is conect and that the Mbmia^ I heieby auihorize representalive of Ihe Ci^ of Caiisbad to enter upon Ihe above mentioned AGAWST All UABIUTIES, JUDGMBITS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CtTY IN CONSEQUENCE OF THE GRANTING OF THIS f^RMtT. OSHA: An OSHA pennit B required for excavatkins over $'()'deep and demoiWon or consliuctkm EXPIRATION: Eveiy pemiit issued by Ihe Building Ofliaaijmder ^ 180 days fiom the date of such pennit or If Ihe b^lM^oryorit aytht^it^^such pem ^eTAPPUCANT'S SIGNATURE DATE /V5'//> STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final Inspection. Fax (760) 602-8560, Email buildinQ(S>carlsbadca.qov or Mall the completed Ibnn to City of Carisbad, Building Division 1635 Faraday Avenue, Carisbad, California 92008. C0#: (Ofnce Use Only) IX>NTACTNAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP crrY STATE ZIP Carlsbad CA PHONE FAX EIMAIL OCCUPANTS BUS. LIC. No. DEUVERY OPTIONS PICK UP: CONTACT (Usted above) OCCUPANT (Usted above) CONTRACTOR (On Pg. 1) MAILTO: CONTACT (Usted above) OCCUPANT (Usted above) CONTRACTOR (On Pg. 1) MAIL/FAX TO OTHER: ASSOCIATED CB#—^> NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ;eS'APPUCANrS SIGNATURE DATE Inspection List Permit*: CB133007 Type: Tl COMM Date 12/03/2014 12/02/2014 11/26/2014 11/20/2014 10/20/2014 10/20/2014 09/22/2014 09/18/2014 09/08/2014 08/28/2014 08/27/2014 08/25/2014 08/22/2014 08/21/2014 08/20/2014 08/18/2014 08/14/2014 08/13/2014 08/13/2014 08/13/2014 08/12/2014 08/11/2014 08/11/2014 08/11/2014 08/08/2014 08/07/2014 08/07/2014 08/01/2014 07/30/2014 07/30/2014 07/25/2014 07/25/2014 07/22/2014 07/22/2014 07/17/2014 07/14/2014 07/10/2014 07/10/2014 07/03/2014 06/27/2014 06/25/2014 Inspection Item 89 Final Combo Final Combo Final Combo 89 89 49 23 23 85 85 34 85 14 85 84 34 34 24 24 24 24 34 24 14 24 34 34 14 34 24 34 34 24 34 14 34 24 17 14 85 85 85 85 Final Mechanical Gas/Test/Repairs Gas/Test/Repairs T-Bar T-Bar Rough Electric T-Bar Frame/Steel/Bolting/Weldin T-Bar Rough Combo Rough Electric Rough Electric Rough/Topout Rough/Topout Rough/Topout Rough/Topout Rough Electric Rough/Topout Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough Electric Frame/Steel/Bolting/Weldin Rough Electric Rough/Topout Rough Electric Rough Electric Rough/Topout Rough Electric Frame/Steel/Bolting/Weldin Rough Electric Rough/Topout Interior Lath/Drywall Frame/Steel/Bolting/Weldin T-Bar T-Bar T-Bar T-Bar Inspector PY PY PY PY PY PY PY PY PY PY PY PY MC PY PY PY PY PY PB PB PY PY PY PY PB PD PD PY PY PY PB PB PY PY PY PY PY PY PD PY PY Act PA AP PA NR AP AP AP PA PA PA PA PA PA AP AP AP PA PA AP AP PA PA PA PA PA AP AP PA AP NR PA PA PA PA PA PA PA AP AP PA PA REGAL THEATRE: 58,615 SF @ MAIN LOBBY LEVEL & 9,170 SF MEZZANI Comments CONCESSION SOFFIT Thursday, June 04, 2015 Page 1 of 2 06/23/2014 85 T-Bar PD PA 06/19/2014 85 T-Bar PY PA 06/18/2014 44 Rough/Ducts/Dampers PY PA 06/12/2014 34 Rough Electric PY PA 06/11/2014 34 Rough Electric PY PA 06/05/2014 14 Frame/Steel/BoltingAA/eldin PY PA 06/05/2014 17 Interior Lath/Drywall PY PA 06/05/2014 44 Rough/Ducts/Dampers PY PA 06/02/2014 34 Rough Electric PY PA 06/02/2014 39 Final Electrical PY WC Thursday, June 04, 2015 Page 2 of 2 B'SI INSPECTION RECORD 13 INSPECTIO.'M RECORD CARD WITH APPROVED PLANS MUSTMJIIEJION THE JOB 0 CALL BEFOflf|^^^ffillFOB)NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-272 on GO TO: www.Cartsbadca.cyov/Bulldlng AND CLICK ON "Request Inspection" DATE: 0B133007 f 1501 EL CAMINO REAL 200 REGAL THEATRtf 58,615 SF @ MAIN LOBBY LEVEL & 9,170 SF MEZZANINE Tl COMM Lot#; CHARLES BELL R|GW COPY NO YES Required Prior to Requesting Building Final If Checked YES Date Inspector 1 OTyt - Notes X Planning/Landscape 760-944-B463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm /_ Fire Prevention 760-602-4660 Allow 48 hours k>\9 l5 T Type of Inspection #11 FOUNDATION Date Inspector Type of Inspection #31 • ELECTRIC UNDERGROUND Umm FIRE APPROVAL Date Inspector #12 REINFORCEO STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 • ELECTRIC SERVICE O TEMPORARY • GROUT • WAIL BRAINS #35 PHOTO VOtTAiC #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #39 FINAL #41 UNDERGROUNDDUCTS& PIPING #14 SUBFRAME • FLOOR • CEIUNQ #44 • DUCT&PLENUM • REF.PIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #16 INSUUTION #18 EXTERIOR LATH #49 FiNAL #81 UWDERGROUND (11,12,21.31) #17 INTERIOR LATH & DRYWALL #82 DRYWALL,EXI WTH, GAS TES (}.r,18,23) #51 POOLEXCA/STEEl/BOND/FENCE #83 ROOFSHEATING, DCTSHEAS (1?,15) ijSSS^EPLASTi #19 FINAL #84 FRAME ROUGH COMPO (14,24.34,44) m • SEWER & BL/CO • PL/CO Date #21 UNDERGROUND DWASTE • WTR •-fnsyecti _2 >#85 T-Bar (14,24,34,44) #89 FINAL OCCUPANCY (19,29,39,49) •ate Inspect* r #24 TOPOUT OWASTE DWTR A/S UNDERGROUND VISUAl #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 DGASTEST D GAS PIPING A/S UNDEROBOUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL fi STORM WATER #600 PRE-CONSTRUCTION MEETING F/AROUGH-IW F/AFINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN RXED EXTING SYSTEM HYDROSTATIC TEST i-#607 WRITTEN WARNING #609 NOTICEOFVIOLATION FIXED EXTINGUISHING SYSTEM FINAL MEDICAL GAS PRESSURETEST #610 VERBALWARNING MEDICAL GAS FINAL cee mcK FOR SPECIAI NOTES Scctsorc f 3. Health and Safety Code, Statfc California (a) There shall r,ct less rnan one water closet for each 20 employees or fractional pou irnsrcCT v ^ a constructor) job site. The water closet shall consist of a patented chemical type toilet. (b) For the ourofp " •>-•• :r. the term construction site shall mean the location on which actus! cr.r.At. ...,.;r of a building ,j.j9.iias. (c) A violaflwi oi ihis section shall constitute a misdemeanor. All construction or work for which a permit Is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES - , 0. 'y^^zt^AJ. (/^S^A ^ 4UU --'Vfi/^/i ^f , KJSTMI IIC^HT^ Lfr. T<: -fL. L. 0/ V X ' i\ ...... . L L-™. .PVA XJ:2>J SC'C. {2.A/--X%./~~C XL• 7 Section 5416. Health and Safety Code, State of Califomia (a) There shall be not less than one water closet for each 20 employees or fractional part thereof worthing at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of (his section (he term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES i V!^! {nk^ ^ fr\ [.j7 ftJL, .'•o U ^ Qu A j- cy ly -'rf.-n„.(t,0 1^ r EsGil Corporation In Partnersliip witA government for (BuiCding Safety RECORD COPY • APPLICANT • JURIS. • PLANREVIEWER • FILE DATE: April 9, 2014 JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-3007 PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL CINEMAS 12 I I Jhe 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. XI The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: CHARLES BELL 1590 S. COAST HIGHWAY, SUITE #18, LAGUNA BEACH, CA 92651 [XI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I 1 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHARLES Telephone #: 9^9 ^9'1 8093 Date contacted: (by: ) Email: c.bell@bbarchitects.com Fax #: 2772 REMARKS: See the attached items for the Building Department Review Dy?uTHnJ!I8BfS^"""''"'^"' EsGil Corporation • GA • EJ lEi MB • PC 3/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 PLUIMBING AND IMECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS The Citv Buildinq Official to review evidence of Health Department approval for food service equipment. The Buildinq Official to review the gas pipinq running across the roof, to meet the Citv Poiicv. The gas piping shown on sheet P5.1 does not agree with the City Policy printed on sheet A.10.1. -"^^j/f j^JCtOAK Udjid " PLUMBING (2013 CALIFORNIA PLUMBliioC&D^ 5/fj/fl^ The Building to checl< for SDG&E review of 5 psi gas system. Before the permits are obtained provide the building department a letter showing they can supply the 5 psi at the gas design load. SDG&E must review the medium pressure gas line plans. 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. EsGil Corporation In (PartnersHip witH Qovemment for (BuiCcCing Safety DATE: MARCH 19, 2014 •APPLICANT jar JURIS. JURISDICTION: CARLSBAD ''^U PLAN REVIEWER • FILE PLAN CHECK NO.: 13-3007 SET II PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL CINEMAS 12 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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. ^ The applicant's copy of the check list has been sent to: CHARLES BELL 1590 S. COAST HIGHWAY, SUITE #18, LAGUNA BEACH, CA 92651 I I EsGII Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHARLES Telephone #: 949-494-8093 Date contactedi^^'XD (byY\^ Email: c.bell(%bbarchitects.com Fax #: -2772 '-'^Mail Telephone Fax In Person • REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA • EJ IE) MB • PC 3/10 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/Industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGII 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 EsGII Corporation only will not be reviewed by the City Planning, Engineering and Flre Departments until review by EsGII Corporation is complete. 33. Please see attached for P/M/E & HC items. 34. 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. 35. 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 QNo 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 ALI SADRE, S.E. at EsGil Corporation. Thank you. • ENERGY CONSERVATION 1. No energy compliance forms provided for review. A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. In an odd twist the energy packet only includes the following pages: 6 through 12 of 35 and sheet 34 of 35? Energy plan review will commence after receipt of the complete energy design. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. THE NOTES IN BOLD UNDERLINED FONT ARE CURRENT REMAINING ITEMS. PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 3/19/2014 • PLAN REVIEW NUMBER: 13-3007 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. 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. 3. The City Building Officiai to review evidence of Health Department approval for food service equipment. 5. As per the City and the Fire Protection Engineer mechanical Smoke Control is not required for the Movie Theatre Lease Space because there are no opening between the Movie Theatre Lease Space and the mall & mall tenant spaces. Clearly note on the plans the required smoke sealed separations for the Movie Theatre Lease Space and other spaces in the building to comply. Please address If this "Covered Mall Building" has a smoke control system. 6. Sheets A.1.1 and A.2.2 Show the same exiting system as a "1 hour Exit Passageway" that sheet A.3.1 calls "One-Hour Exit Corridor." Please correct. Also, if it is a Fire Rated Exit Passageway then remove the duct opening and through pipe and conduit penetrations ofthe fire rated enclosure for the Exit Passageway. Also clearly show if the "Two Hour Fire Rated Exit Passageway is existing or future? Clearly show the limits of the required "Exit Passageway". 7. The gas piping shown on sheet P5.1 does not agree with the City Policy printed on sheet A.10.1. The Building Official to review the gas piping running across the roof. Per City Policy. 8. See the item #6 above. For mechanical plan check, include the architectural design detailing the following: CBC 716.5. a) Fire Barriers b) Shaft Enclosures c) Fire Partitions d) Corridors e) Smoke Barriers f) Horizontal Assemblies g) Exit Passageways h) Vertical Exit Enclosures (Stair & Ramp Enclosures) i) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. 11. Clearly show the required equipment access routes and the required 30X30 inch HVAC service areas (walking surface) for each HVAC unit is at least 10 feet from the edge of the roof. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, 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..." PLUMBING (2013 CALIFORNIA PLUMBING CODE) 18. Before the permits are obtained provide the building department a letter showing they can supply the 5 psi at the gas design load. SDG&E must review the medium pressure gas line plans. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) The mechanical drawings substantially comply with the jurisdiction's mechanical codes. 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. EnviroDesign M&E Systems Engineering Sam E. Patton, P.E. www. ediengineers. com Regal Camino Real Plaza Carlsbad, California MEP Building Plan Review Comments Delta 4, March 31,2014 Below are the MEP Plan check comments and our responses in bold, italics: • ENERGY CONSERVATION 1. No energy compliance forms provided for review. A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. In an odd twist the energy packet only includes the following pages: 6 through 12 of 35 and sheet 34 of 35? Energy plan review will commence after receipt ofthe complete energy design. See the full title 24 attached. Also see MEP0.4 and MEP0.5 for the tenant Mechanical and Electrical Title 24. GENERAL AND ARCHITECTURAL PME ITEMS 1. 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. All sheets submitted have been signed and sealed for approval. 3. The City Building Official to review evidence of Health Department approval for food service eauioment BBA TO PROVIDE CONDITION OF APPROVAL LETTER FOR CITY BLDG OFFICIAL REVIEW. 5. As per the City and the Fire Protection Engineer mechanical Smoke Control is not required for the Movie Theatre Lease Space because there are no opening between the Movie Theatre Lease Space and the mall & mall tenant spaces. Clearly note on the plans the required smoke sealed separations for the Movie Theatre Lease Space and other spaces in the building to comply. Please address if this "Covered Mall Building" has a smoke „. „ control svstem. _ ^ See architectural response. 6. Sheets A.1.1 and A.2.2 Show the same exiting system as a "1 hour Exit Passageway" that sheet A.3.1 calls "One-Hour Exit Corridor." Please correct. Also, if it is a Fire Rated Exit Passageway then remove the duct opening and through pipe and conduit penetrations of the fire rated enclosure for the Exit Passageway. Also ciearly show if the "Two Hour Fire Rated Exit Passageway is existing or future? Clearly show the limits of the See revised drawings M2.1 and M2.2 for ductwork and air devices removed from Exit Passageways. EnviroDesign.lnc. • 900 Ranch Rd. 620 So., Ste Cl01-301 • Austin, TX 78734 • Tel: (512)693-9015 EnviroDesign IVI&E Systems Engineering Page 2 Regal Camino Real Plaza Carlsbad, California MEP Plan Review Comments Delta 4, March 31,2014 7. The gas piping shown on sheet P5.1 does not agree with the City Policy printed on sheet A.10.1. The Building Official to review the gas piping runnina across the roof. Per Citv Poiicv. See revised drawings MEP1.1 & P5.1 for added note addressing the City Policy. 8. See the item #6 above. For mechanical plan check, include the architectural design detailing the following: CBC 716.5. a) Fire Barriers b) Shaft Enclosures g.h and i) RESPONSE: CORRECTED FOR RATED /CONSTRUCTION STYLE AT 1 HOUR F.R. EXIT c) Fire Partitions / PASSAGEWAYS AND RAMPS SEE DETAILS IB AND IC/ ri^ rnrriHnr<; / ^9.1, 1D AND 1E/A9.2. 7C/A9.6. 17/A9.8. 23/A9.11, 25/A9.12. u; v^uiiiuuii> / Af^D 29/A9.14. WALL TYPES INDICATE FIRE BARRIER OR e) Smoke Barriers / FIRE PARTITIONS AND REFERENCE THROUGH u 1- / PENETRATION. MEMBRANE PENETRATIONS AS f) Horizontal Assemblies/ REQUIRED ON SHEET A16.1 NO STAIR ENCLOSURES g) Exit Passageways 4^ PROPOSED FOR THIS SCOPE OF WORK. h) Vertical Exit Enclosures (Stair & Ramp Enclosures) i) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. See Architectural response. Also, see revised drawing M2.1 and M2.1 for ductwork removed from Exit Passageways. 11. Clearly show the required equipment access routes and ttie required 30X30 inch HVAC service areas (walking surface) for each HVAC unit is at least 10 feet from the edge of the roof. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, 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 See Architectural response. Also, the parapets are higher than the minimum 42" height above roof surface. EnviroDesign,lnc. • 900 Ranch Rd. 620 So., Ste 0101-301 • Austin, TX 78734 • Tel: (512)693-9015 EnviroDesign M&E Systems Engineering Page 3 Regal Camino Real Plaza Carlsbad, California MEP Plan Review Comments Delta 4, March 31, 2014 PLUMBING (2013 CALIFORNIA PLUMBING CODE) 18. Before the permits are obtained provide the building department a letter showing they can supply the 5 psi at the gas design load. SDG&E must review the medium pressure gas line plans. A SDG&E elevated pressure letter is being drafted for review. Approval letter from SDG&E is pending for medium Pressure delivery. A Copy of letter to be forwarded. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) The mechanical drawings substantially complywith the jurisdiction's mechanicai codes. Comment Acknowledged. End of Comments and Responses EnvlroDesign.lnc. • 900 Ranch Rd. 620 So., Ste 0101-301 • Austin, TX 78734 • Tel: (512)693-9015 EnviroDesign M&E Systems Engineering Sam £. Patton, P.E. www. ediengineers. com Regal Camino Real Plaza Carlsbad, California MEP Department of Environmental Health 2^*^ Plan Check Corrections Delta 4, March 24, 2014 Below are the MEP Plan check comments and our responses in bold, italics: Department of Environmental Health Plan Comments 1. Provide 100% mechanical make up air and interlocking electrical switch between hoods and make up. System. • Verbatim, please state you will provide 100% mechanical make up air and interlocking electrical switch between hoods and make up. System. See revised sheet MEP1.4 for added note as stated above. 100% makeup air is provided. 2. Provide complete plans for the exhaust hood (3). Show the front and side view hoods and overhang on the mechanical plans. • Plans are too small and illegal for hood plans. Provide large hood plans. See revised sheet MEP1.4 and added sheet MEP1.5. Moved CaptiveAire cut sheets to MEP1.5. Added enlarged concession plan to MEP1.4. Note: all hoods meet the minimum requirement of 6" overhangs. 3.State if soft serve freezer for rinsing the unit system needs to drain to a floor sink (will be for cleaning process). Indicate on the plans. • Floor sinks located under equipment must be 50% exposed if no access is provided for cleaning. See revised sheet P3.1 for relocated floor sink at yogurt machine. 4. Identify on equipment list each piece of equipment that drain into a floor sink or is self- contain for the following: yogurt machine. A. a trough is required in front of ice maker. • Identify on the equipment list each piece of equipment that will drain into a floor sink. • Floor drains are not acceptable as troughs for ice makers. See revised sheet P3.1 for trench drains (TD) added at each ice machine in lieu of floor drains. 5. State on plans if a grease trap is to be installed. Contact F.E.W.D. (Food Establishment Wastewater Disposal), Contact the local Building Dept. EnviroDesign,lnc. • 900 Ranch Rd. 620 So., Ste 0101-301 • Austin, TX 78734 • Tel: (512)693-9015 EnviroDesign M&E Systems Engineering Page 2 Regal Camino Real Plaza Carlsbad, Caiifornia MEP Department of Environmental Health 2**° Plan Review Comments Delta 4, March 23, 2014 • Identify the room or area the grease trap is to be installed. Note: Grease traps are not accepted in kitchen, food prep, and food storage areas or any work areas with the exception of rooms dedicated to trash or janitorial services outside the food activity area. Grease trap to be placed outside the footprint of the building where possible. Provide documentation for justification if unable to comply. A grease interceptor shall serve the cinema workroom area. The grease interceptor is located in the exterior service area of the building as part of the base building scope of work. See revised sheet P3.1 for location/size of grease interceptor provided to serve the theatre tenant. Location is shown on A2.2. 6. The peak demand for the sinks shown on your plan would require a water heater that can supply a minimum 150 gallon per hour (GPH). Indicate the water heater specification based on a 60F temperature rate. Provide the specification for the HYBRID water heater. State if the water heaters will installed in parallel. Indicate from where will be connected the heat pump: refrigeration unit or solar unit? The water heater sizing required is 22kw based on 60F temperature rise. • Provide make and model on the plumbing plans. See sAieef P4.1 for make and model of each water heater provided. The hybrid water heater is a heat pump unit to cool the space where it's installed on the projection booth level. The water heating GPH for the (2) water heaters totals 183 GPH and 33 KW heating provided. End of Comments and Responses EnviroDesign,lnc. • 900 Ranch Rd. 620 So., Ste 0101-301 • Austin, TX 78734 • Tel: (512)693-9015 GEH50DNSRSA GeoSpring''' hybrid water heater Dimensions and Installation Information (in inches) Local Installation Regulations: This water heater must be installed in accordance with these instructions, local codes, utility codes, utility company requirements or, in the absence of local codes, the latest edition ofthe National Electrical Code. It is available from some local libraries or can be purchased from the Notional Fire Prevention Association, Batterymorch park, Quincy, MA 02169 as booklet ANSI/NFPA 70. Installation Information: For complete information, see installation instructions packed with your water heater. Power Requirements: Check the markings on the rating plate of the water heater to be certain the power supply corresponds to the water heater requirements. Location: Locate the water heater in a clean dry area as near as practical to the area of greatest heated water demand. Long uninsulated hot water lines con waste energy and water. Note: Because this unit draws in air from the room to heat the water, the room must be at least 10' x 10' x 7' (700 cubic feet) or larger. If the room is smaller, there must be a louvered door. Place the water heater in such a manner that the air filter, cover and front panels can be removed to permit inspection and servicing, such as removal of elements or cleaning of the filter. The water heater and water lines should be protected from freezing temperatures and high-corrosive atmospheres. Do not install the water heater in outdoor, unprotected areas. Recommend 7" min. service clearance Temperature Sl pressure safety valve Condensate overflow tube 3" included Condensate tube 6' included Temperature & Pressure^ Safety Valve Included For answers to your Monogram,®GE Profile" or GE® appliance questions, visit our website at geappliances.com or coll GE Answer Center® service, 800.626.2000. Above illustration intended for dimensional reference only. Refer to photograph for actual product appearance. imagination at work Specification Revised 3/10 380107 GEH50DNSRSA GeoSpring™ hybrid water heater Dimensions and Installation Information (in inches) Required Clearances: There must be a 7" clearance recommended (air space), with a 5-1/2" minimum clearance between any object and the front and rear covers in the event service is needed. Fiiter- t 14" Min n 3^ A 14" minimum clearance is required to remove the filter for cleaning. The hot and cold water plumbing and electrical connections must not interfere with the removal of the filter. Condensation Drain: The unit has a condensate drain; therefore a drain must be available in close proximity to the unit. The drain must be no higher than 36" above the floor (laundry drain is acceptable). If no drain is available, then a common condensate pump with a capacity no less than 1 gallon/hour must be purchased from a local builder and supply store and installed. For answers to your Monogram,® GE Profile™ or GE® appliance questions, visit our website at geappliances.com or call GE Answer Center® service, 800.626.2000. tylw icwerfiow! litem imm tute Direct *e mam drain tube mio 8 dram imagination at work Water Supply Connections: Refer to the illustration below for suggested typical installation. The installation of unions or flexible copper connectors is recommended on the hot and cold water connections so that the water heater may be easily disconnected for servicing if necessary. The HOT and COLD water connections are clearly marked and ore 3/4" NPT on all models. Note: Install a shut-off valve in the cold water line near the water heater. This will enable easier service or maintenance ofthe unit later. IMPORTANT: Do not apply heat to the HOT or COLD water connections. If sweat connections ore used, sweat tubing to adopter before fitting the adopter to the cold water connections on heater Any heat applied to the hot or cold water connection will permanently domage the dip tube. TYPICAL INSTALLATION To electrical distribution panel Union Heat trap 6" minimum Heat trap 6" minimum Hot water outlet to fixtures Temperature and pressure-relief valve (shown in different location for clarity) Relief valve discharge line to suitable open drain \ 6" air gap To cold Thermal expansion tank (if required) •Electrical junction box(use only copper conductors) -Jacket access panel J Jacket access panel ly^ ---I- Auxiliary ± catch pan 2" ..J.. maximum Drain valve Above illustration intended for dimensional reference only. Refer to photograph for actual product appearance. Specification Revised 3/10 380107 GEH50DNSRSA GeoSpring''' hybrid water heater Verification Checklist: • 1 Tank location: - Is room size less than 10x10x7 (700 cu. ft.)? Ifyes, Louvered door or similar ventilation is needed. - Back of unit away from wall by 7 inches. - Front of unit is free and clean - Is the water heater level? If no, add shims under the base of the unit. • 2 Plumbing connections: - Do not prevent air filter removal. - No leaks after filling the tank with water, either when water is flowing or not. • 3 Condensate lines are in place: 1) Short tube on upper drain nozzle. 2) Longer tube on lower drain nozzle and directed into a floor drain or a condensate pump. • 4 T & P valve is working and drain line completed per local code. • 5 Electrical connection does not prevent air filter removal. • 6 Verify control panel displays 120°F Hybrid Mode. • 7 Front cover is in place. Normal startup—what to expect after pressing the POWER button Elapsed time Hybrid water heater actions Comments :00 to 1:30 minutes Unit is silent. This 3-minute off-time prevents compressor from being "short cycled" (improved reliability). 1:30 to 3:00 minutes Fan turns on. This 3-minute off-time prevents compressor from being "short cycled" (improved reliability). 3:00 to 8:00 minutes Compressor turns on and runs for 5 minutes. This 5-minute period is used to ensure tank is full of water (dry fire prevention algorithm). 8:00 to 30:00 minutes Compressor turns off, and upper element turns on for approximately 20 minutes Quickly provides initial amount of hot water for user (-25 gallons). 30 minutes and beyond Upper element turns off, and compressor turns back on Uses efficient heat pump for majority of heating. NOTE: Heat pump operating range is 45°F to 120°F. For answers to your Monogram,® GE Profile™ or GE® appliance questions, visit our website at geappliances.com or call GE Answer Center® service, 800.626.2000. imagination at work Specification Revised 3/10 380107 GEH50DNSRSA GeoSpring''' hybrid water heater Features and Benefits • ENERGY STAR® Oualified - Exceeds federal guidelines for energy efficiency and provides year-round energy and money savings • Consumes up to 62% less energy than a standard electric water heater • Save $320 per year in water heater operating cost (Based on DOE test procedure and comparison of a 50-gallon standard electric tank water heater using 4879 kWh per year vs. the GeoSpring™ hybrid water heater using 1856 kWh per year) • Demand response capable • Offers easy replacement of standard electric water heater • Fits in similar footprint as a standard 50-gallon water heater • Uses existing water and electrical connections • Perfect for new construction or replacement upgrade • GEH50DNSRSA - Silver Metallic ffsrfa, --JB^sa t'K : <c For answers to your Monogram,®GE Profile™ or GE* appliance questions, visit our website at geappliances.com or call GE Answer Center® service, 800.626.2000. imagination at work Specification Revised 3/10 380107 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: DEC. 18, 2013 • APPLICANT J2<JURIS. JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLAN CHECK NO.: 13-3007 SET: I PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL CINEMAS 12 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. IXI The applicant's copy of the check list has been sent to: CHARLES BELL 1590 S. COAST HIGHWAY, SUITE #18, LAGUNA BEACH, CA 92651 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHARLES Telephone #: 949-494-8093 Date contacted: [T-]!^ (by:y^) Email: c.belKaibbarchitects.com Fax #: -2772 Mail ^/Telephone Fax In Person • REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation IE GA IE! EJ • MB • PC 12/09 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-3007 DEC. 18, 2013 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 13-3007 JURISDICTION: CARLSBAD OCCUPANCY: Al USE: MOVIE THEATER TYPE OF CONSTRUCTION: III-B ACTUAL AREA: 58,615/ 9,170 (MEZZ) ALLOWABLE FLOOR AREA: UNLIMITED STORIES: ONE + MEZZ. HEIGHT: 48' SPRINKLERS?: Y OCCUPANT LOAD: 2,381 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/05 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/09 DATE INITIAL PLAN REVIEW COMPLETED: DEC. 18, 2013 PLAN REVIEWER: ALI SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. • GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. A reminder that the revised plans shall be signed by the California state licensed architect or engineer responsible for their preparation. Please include the California license number, seal and date plans are signed. California Business and Professions Code. 3. Please show the existing one hour rated exit passageway on plans. 4. The layout of the side stairs/ exits as shown on Sheet A.2.2 do not match those shown on 1/A.3.1. Please revise them to match. Sec. 107.2. 5. Include the following code information for the proposed T.l. on the Title Sheet: • Occupancy Classification: A-1 (Movie Theaters) - Ok as noted • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. • Description of Use: As per above • Type of Construction: Ili-B - Ok as noted • Sprinklers: Yes - Ok as noted • Stories: One + Mezzanine - Ok as noted • Height 38' - Add to plans • FioorArea: 1" = 58,615; Mezzanine = 9,170 - Ok as noted • Occupant Load: 2,381 - Ok as noted • Justify actual versus allowable area per Table 503 (as applicable) - Add to plans • Justify actual versus allowable height or stories per Table 503 (as applicable) - Add • EXITS 6. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.10. Please see the next two items as well. 7. All doors within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002. 8. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. I.e., see doors 96, 97. etc. on floorplans & door schedule. Sht. A.5.1 & A.13.1. • CORRIDORS 9. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for the fire partition walls and roof/ceilings and all penetrations. Section 107.2. See Section 709.4. 10. Duct penetrations (or air transfer openings) of fire-rated corridor construction shall have fire and smoke dampers per Sections 716. 11. Note on door schedule, rated door openings, protected by tight-fitting smoke and draft control assemblies, shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 715.4.8. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 715. • ACCESSIBILITY 12. Provide details on plans to show compliance with the enclosed "Disabled Access" Review List. . FIRE EXTINGUISHING 13. A Fire Alarm System shall be installed under the following conditions, per Section 907: a) Group A occupancies having an occupant load of 300 or more. 14. Provide standpipes per Section 905: a) Class 111 standpipes shall be installed where the floor level of the highest story is located more than 30' above the lowest level of fire department vehicle access (or where a fioor level is more than 30' below the highest level of fire department vehicle access). Class I standpipes may be used instead, if the building is equipped throughout with an automatic sprinkler system. b) Class III standpipes shall be installed in buildings that are four or more stories in height. c) Class I standpipes shall be installed in nonsprinl<lered Group A buildings having an occupant load exceeding 1000 persons. d) Class 1 standpipes shall be installed in covered mall buildings. 15. If standpipes are required, provide the following note on the plans: In buildings required to have standpipes, not less than one standpipe shall be provided for use during construction. Standpipes shall be reviewed and approved priorto installation." CFC 1413.1. . MISCELLANEOUS LIFE/SAFETY 16. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a %" clearance from the wall and shali rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.^ must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c). f) Ceiling areas over 2500 ft.^ must have seismic separation joints or full height partitions. g) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 17. Show that aisles and seats comply with Sections 1028.6 and 1028.9. • GREEN BUILDING STANDARDS (for nonresidential additions and tenant improvements) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, revised on July 1, 2012 and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards applv to Nonresidential additions of 2,000 sq. ft. or larger or alterations (tenant improvements) with a value of $500,000 or more constructed after Julv 1. 2012. CGC 101.3 & Section 5.701.1 18. Note on the site plan that for addition projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BIVlP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 5.710.6 19. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.710.6.2 for additions. The specific details must be submitted and approved by the Planning Department. 20. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.710.6.3 for additions. The specific details for the parking must be submitted and approved by City Planning Department. 21. Submit to the Engineering Department or other City Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.713.8.1.1 22. Note on the plans that a minimum of 50% of nonhazardous construction waste is to be recycled. CGC 5.713.8.1 23. Note on the plans that testing and adjusting of new systems as outlined in CGC Section 5.713.10.4.2. 24. Note on the plans that a building " Operations & Maintenance Schedule" (O & M ) as listed in CGC Section 5.713.10.4.5 shall be delivered to the buiiding owner or representative and the facilities operator. 25. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.714.4.3. 26. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.714.4.4. 27. For additions to existing buildings in excess of 50,000 sq. ft., show on the site utility plan separate sub-meters per CGC Section 5.712.3.1.1 forthe following: (a) Each leased or owned space that consumes more than 100 gal/day (b) tenant spaces containing laundry, cleaners, restaurant, medical/dental office laboratory, beauty/barber shops. 28. Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption for the addition as listed in 5.303.2.2. In lieu of providing the calculations, imprint on the plans Table 5.303.2.3, which lists fixtures that meet the 20% reduction. CGC 5.303.2 TABLE 5.303.2.3 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT 20 % REDUCTION Lavatory faucets-nonresidential 0.4 gpm @ 60 psi Kitchen faucets 1.8 gpm @60 psi Wash fountains 1.8 [rim space (in.)/20 gpm @ 60 psi] Metering faucets 0.2 gallons/cycle Metering faucets for wash fountains .20 [rim space (in.)/20 gpm @ 60 psi] Water closets 1.28 gallons/flush^ Urinals .5 gallons/flush 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A 112.19.2 and ASME A 112.19.14. 29. Imprint on the plumbing plans Table 5.303.6 in the CGC. Note on the plans that waste water fixtures shali comply with the standards listed in CGC Table 5.303.6. & 5.712.3.5 30. Note on the plans that where landscape irrigation is a part of the addition or tenant improvement, landscape irrigation water use shall have weather based controllers. CGC 5.712.4.3.1. 31. Note on the plans whether this addition or tenant improvement is located within a CNEL of 65 near an airport or freeway. Where located within an airport or freeway CNEL of >65, the addition or tenant improvement exterior walls must have an STC rating of 45 and windows with an STC rating of 40. 32. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the City approved Green Building Standards Certification form or other documentation required by the city and given to the building department official prior to building final approval to be filed with the approved plans. • ADDITIONAL 33. Please see attached for P/M/E & HC items. 34. 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. 35. 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 QNo 36. 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 periderm the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT - TITLE 24 The following disabled access items are taken from the 2010 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. Please reflect the following items on plans: . PEDESTRIAN RAMPS 1. Show that any path of travel with a slope >1:20 (5%) complies with pedestrian ramp requirements, per Section 1133B.5. 2. The allowable slope for an accessible ramp is si :12 (8.33%), per Section 1133B.5.3. Revise plans to show the least possible slope is being provided for all ramps, per Section 1133B.5.1. 3. The allowable cross slope at pedestrian ramps shall be s 1:50 per ft (2%), per Section 1133B.5.3.1. 4. Show or note that ramp surfaces will be slip resistant. 5. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as the 0A7/y exit discharge path and serves an occupant load of 300 or more, the minimum clear width shall be 60 inches. 6. 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". 7. Show the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 1003.3.4.4. 8. Plans shall show that the strike edge distances at doors comply with the requirements of Section 1133B.5.4.4, asfollows: a) >24" at exterior ramps. b) >18" at interior ramps. 9. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. 10. Show that the required intermediate landing is provided, per Section 1133B.5.4 as follows: a) >60" long where the elevation change is >30". b) >72" long at a change of direction. NOTE 2 »SI*^ce Of EACH IWJTE 1 <fmh DOCK swwGS ONTO UNDIMG . 42- MSR atiS BOOR W Mit* WH« HO COOR LAWWG ', '%0 a: X -TOP PlATFCfiM -BOTTOM LEva punromi { » ) STHAIGMT RAMP mjH mm 1 W?«(i DCOR SWtGS ONTO LAM»G- 4r MW. PLUS DOOR WOTH eir MW, nam 2 mrf.x£ w EACH fWP ANO RUN VARY wo ,1t J.- i. ilt.-V 1—TOP PLATFORM — tWTOTilEKAlE LEWL PLATFORM -«TERMm*TE WHKWG PUOTORM 11. 12. 13. 14. (t 1 RAMP WiW* tljHWlKG PUWrDBM Show that handrails are >1 %" but si V2" in any cross sectional dimension. Additionally, show that the handrails are placed a >V/2" from any wall, per Section 1133B.5.5. 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). 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 of the ramp. Extensions of handrails shall be in the same direction of the ramp runs. d) Ends are to be returned. Where the ramp surface is not bounded by a wall, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. 17 MIN. GUiDE SAIL CENTERED 4T J* -fc" HIGH OUCCRALDETAL HANDRAIL 1 CJRS st WHEaGUDEDCrtlL THESE DiAGRAf^S ILLUSTRATE Tt-E SPECIFIC REQy«REr.ENTS OF THESE RE<HJLAT1CWSAI«AJ?E WTraceO CN.TASANA1D FC« BLSLDtNG DeSGN ANB COHSTRLCTIOt* FIGURE 11B-27—RWMPS AMD SIDEWALKS • SINGLE ACCOMMODATION FACILITIES • Dimension the 60" clear between the sink & opposite wall on 8/A.1.3 & floor plans: 15. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11 B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. 16. Doors shall not swing into the clear floor space required for any fixture but may swing into that portion of the maneuvering space which does not overlap the required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. 17. Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: a) A minimum side clearance of either: i) >28" from a fixture. This clearance shall extend all the way to the rear wall. Section 1115 B. <1.1.1. This will generally require the toilet room to be 7' wide (along the rear wall) by 6-6"in the othor direction. >32" from a wall on ono side. This clearance shall extend all the way to the rear TTCrTtT b) A clear space at the water closet in compliance with Section 1115B.4.1, Item 2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). c) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. See the following figures: 60'MIN. CENTERLINE OF FIXTURE .STWil.. :ammmmm fusfmwm mm (4 OEMtANCES AT vmiBl Closer • PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 12/17/2013 • PLAN REVIEW NUMBER: 13-3007 SET: I PLAN REVIEWER: Glen Adamek • GENERAL AND ARCHITECTURAL PME ITEMS 1. 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. 2. 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. 3. The City Building Official to review evidence of Health Department approval for food service equipment. 4. This Building is existing as an "Anchor Building". Please address if it is to remain an "Anchor Building". Or, if it is to be an addition to the "Covered Mall Building". 5. Please address if this "Covered Mall Building" has a smoke control system. 6. Clearly show the limits of the required "Exit Passageway". 7. The Building Official to review the gas piping running across the roof. Per City Policy. 8. For mechanical plan check, include the architectural design detailing the following: CBC 716.5. a) Fire Barriers b) Shaft Enclosures c) Fire Partitions d) Corridors e) Smoke Barriers f) Horizontal Assemblies g) Exit Passageways h) Vertical Exit Enclosures (Stair & Ramp Enclosures) i) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. 9. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts, as per CBC, Section 1017.4. 10. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 11. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, 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..." 12. The plan sheets do not match the Index on sheet Al.l. Sheet MEP0.3 does not show Title 24 Compliance Forms. • PLUMBING (2010 CALIFORNIA PLUMBING CODE) 13. 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, site gas lines, and site water lines. 14. Provide calculations to show compliance with CPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 15. Correct the water line sizing calculations on sheet P4.1: a) If CPC, Table 6-6 is used for the water line sizing then the following must be corrected. i) The flush valve fixture units must use CPC, Table 6-7 for the calculations of fixture units for the water closets and urinals. ii) The non-flush valve fixture units must use CPC, Table 6-5 for the calculations of fixture units for the non-flush valve fixtures. iii) The elevation pressure loss as per CPC, Section 610.8 (b) is 0.5 psi for every foot in elevation. Not the 0.43 psi for every foot in elevation used. b) The GPM values and the velocity values in the water line sizing table on sheet P4.2 do not match the values form the CPC Chart A-4 for copper tubing. Please correct. 16. The gas piping sediment traps (Dirt Leg) are incorrect in the detail 03 on sheet P5.1. The gas supply into the sediment trap must be vertical down and the output must be horizontal. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1212.7. 17. Plans show maximum hot water temperature to lavatories is 120 degrees F. Please correct per California Energy Standards. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413. Energy Standards 113(C)3. 18. SDG&E must review the medium pressure gas line plans. They require test tees that are not shown. 19. Provide the following information concerning the water heater: a) Show water heater size, type and location on plans. CPC 501.0 b) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 ofthe tank and one strap at bottom 1/3 ofthe tank. CPC 508.2 c) Show P&T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. CPC 506.2/608.3 d) Detail the requirements found in CPC 508.4 & 509.4 for attic installation of water heaters: access opening sizing, passageway description (available height, maximum length and minimum width, walkway material type, platform sizing, the light and receptacle placement, and the overflow protection. e) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. CPC 608.3 • MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 20. Provide complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II a) Provide exhaust sizing calculations for kitchen hoods. CMC 508.4 b) Show the required replacement air for each kitchen hood. Include an air balance schedule. CMC 511.3 c) Show the required replacement air for each kitchen hood. Include an air balance schedule. UMC 511.3 Please correct and provide calculations to show replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. d) Provide grease duct air velocity calculations. (Minimum 500 fpm. Maximum 2,500 fpm) CMC 511.2. e) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing ofthe floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non- combustible) used adjacent to the hood and duct. CMC 507.2 f) Detail the kitchen hood duct termination clearances as per CMC 510.8. g) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 21. Provide the exhaust and make-up air design for the occupancy type listed in Table 4-4. CMC 403.7 22. Please provide the MECH-3C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces. Coordinate the mechanical and the Title 24 outside air design. CMC 403.0 & Title 24 121 (b)2 & (d). 23. Detail the primary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 309.0 & CPC 807.0 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. • ELECTRICAL PLAN REVIEW • 2008 NEC (2010 CEC) • JURISDICTION: CARLSBAD DATE: DEC. 18, 2013 • PLAN REVIEW NUMBER: 13-3007 • PLAN REVIEWER: Morteza Beheshti 1. Indicate conduit and wire size and number of conductors for all feeders that are not already on the symbols list. I.e., water heater feeders, popcorn popper or any other equipment over standard 20A with #12 wires. 2. Single line indicates to see mall drawings for service entrance. Please provide location ofthe existing service equipment at the mall. 3. Single line indicates to see E3.1 for the feeder connection to "MSB" at the theater. Please indicate location of "MSB" on E3.1. Specify the dimensions of equipment rated 1200 amps or more. NEC(CEC) 110.26(C)(2). Where equipment exceeds 6ft in width then 2 entrances are required for access to the equipment room. 4. Receptacle outlets in the kitchen should be GFI protected. 5. On El2.1 lower left detail the telephone backboard equipment ground bond is indicated as #10. Minimum of #6 should be used. CEC 250.94 or 800.100(D). 6. Show grounding and bonding of the fire alarm panel on E14.1. Also, for the intrusion alarm system shown on El 0.2. 7. Note on the single line diagram that all service disconnect devices shall be labeled as a "Service Disconnecting Means". NEC(CEC) 230.70(B)). 8. Indicate the conductor size(s) for the outlets serving projectors to be #8 or larger as per the required ampacity. Indicate on El 3.1. CEC 540.13. 9. Indicate equipment ground 10. Show the "nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC(CEC) 250.30(A) (7) 11. Specify the wiring method you intend to use for this project. Indicate the type of conduit to be used when exposed or buried underground, etc. (i.e., EMT, Metal Flex, NMC etc.). NEC(CEC) 110.8. 12. Show location of the inverters. 13. Please provide a completed mechanical rooftop equipment electrical design. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC(CEC) 210.8(B)(3) & 210.63. 14. Provide a disconnect for signage such as on E2.3 or party room, restroom signage and all Neon signs inside lobby's on E2.4. Also, clarify type of signs and voltage ratings and demonstrate compliance with CEC Article 600. 15. Show the lightning air terminal location indicated note 5 on E2.3 or remove note. 16. Emergency illumination is required at exterior exit door landings where the building is required to have two or more exits. Note indicates they are existing. Please show locations and verify emergency backup power. CBC Section 1006.3. • ENERGY CONSERVATION 1. No energy compliance forms provided for review. A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti 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. CARLSBAD 13-3007 DEC. 18, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-3007 PREPARED BY: ALI SADRE, S.E. DATE: DEC. 18, 2013 BUILDING ADDRESS: 2501 EL CAMINO REAL BUILDING OCCUPANCY: Al TYPE OF CONSTRUCTION: III-B/SPR. BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) THEATER 58615 MEZZ. 9170 Air Conditioning Fire Sprinklers TOTAL VALUE 2,857,138 Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Complete Review n Repetitive Fee ^ j Repeats • Other |-| Hourly EsGil Fee • Structural Only Hr. @ $8,013.72 $5,208.92 $4,487.68 Comments: Sheet 1 of 1 macvalue.doc + PLAN CHECK PLAN CHECK Community & Economic "A CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 w/ww.carlsbadca.gov DATE: 03/11/2014 PROJECT NAME: Westfield TI package#5B^ Regal Cinemas 12 PROJECT [D:SDP 09-04 PLAN CHECK NO: CB i 33007 SET#: 0 ADDRESS: 2501 EL CAMINO REAL #200 APN: 156-302-08 VALUATION: $2,857,138 SCOPE OF WORK: Tenant improvement for 12 screen stadium seating multiplex theater This plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION Final Inspection by the CM&I division required: Yes X No To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:<; heii@bbarchittcts.coni PLANNING 760-602-4610 ENGINElRllyiG 760-602-2750 FIRE PREVENTION 760-602-4665 -:'K>^^yrr:t •'. • •i- . \/ Linda Ontiveros /\ 760-602-2773 Linda.Ontiveros@carlsbadca.gov Dornirifc Fieti I'fiCj' 602' 466 ^ Remarks: ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/23/2013 PROJECT NAIVIE: Westfield tenant improvement_ Regal Cinemas 12 PROJECT ID:SDP 09-04 PLAN CHECK NO: CB133007 SET#: I ADDRESS: 2501 EL CAMINO REAL #200 APN: 156-302-08 VALUATION: SCOPE OF WORK: Tenant improvement for 12 screen stadium seating multiplex theater This plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & Inspection Division is required Yes No To determine status by one or more of these divisions, please contact 760-602-2719. X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: c.beii@bbarchitects.com PLANNING 760-6024610 ENGINEERING 760«02-2750 FIRE PREVENTION 760^02-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov X Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Flerl@carlsbadca.gov Remarks: Westfield tenant improvement. Regal Cinemas 12 PLAN CHECK NO # CB133007 Please Read In.structions: Outstanding issues are marked with X . Items that conform to permit requirements are marked with / or have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site pian drawn to scale. Show: North arrow / Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Shiow on site plan: Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / 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 ail existina use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: Subdivision/Tract: Reference No(s): E-36 Page 2 of 6 REV 6/01/12 Westfield tenant improvement. Regal Cinemas 12 PLAN CHECK NO # CB133007 2. DISCRETIONARY APPROVAL COMPLIANCE / Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100.000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. / Public improvements required as follows: Waterline improvements, in process: DWG 479-5 Construction of the pubiic improvements must be deferred pursuant to Carlsbad IVlunicipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee oLXAAlSlO 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: E-36 Page 3 of 6 Westfield tenant Improvement. Regal Cinemas 12 PLAN CHECK NO # CB133007 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" / Grading Permit required. NOTE: The grading perniit must be issued and rough qradina approval obtained prior to issuance of a buildina permit. Grading plan in process, DWG 479-5A Graded Pad Certification required. (Note: Pad certification may be required even if a grading pennit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS / 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 6 REV 6/01/12 Westfield tenant improvement. Regal Cinemas 12 PLAN CHECK NO # CB133007 7. STORM WATER 1^/;^ Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Deveiopment (SUSMP) Compliance Storm Water Standards Questionnaire complete. storm Water Standards Questionnaire incomplete. Please make the con-ections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.qov/business/buildina/Documents/EnqStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout In one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Westfield tenant improvement. Regal Cinemas 12 PLAN CHECK NO # CB133007 8. WATER METER REVIEW *See item lOB below* Domestic (potable) Use What size meter is required? FYI FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1° meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be VA. 9. FEES / Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade ; yes No fees required yes yes yes yes no no no no no (is addition over 150' from center line) no 10. ADDITIONAL COMMENTS A) Shell plans, CB132181 are still pending. The approval for this tenant improvement cannot be approved until the shell permit is cleared for issuance . This includes approval of any other pending conditions that are being satisfied through the civil plan review. NOTE: Civil grading and improvements plans are currently being processed by Hofman Planning and Engineering. NOTE ADDED TO SHEET A1.1-SHELL PLAN PERMIT CB132181 NEEDS TO BE ISSUED PRIOR TO ISSUANCE OF TENANT IMPROVEMENT PERMIT. B) Will there be a need to upgrade the existing water meter? BBA RESPONSE: 3" WATER SUPPLY PROVIDED TO TENANT SPACE BY LANDLORD. STUB LOCATION SHOWN ON SHEET P2.1 GRIL LINES C AND G. WATER METER INFORMATION IS SHOWN ON GRADING AND SHELL PERMIT DRAWINGS Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 RIght-of-Way Appllcation/lnfo. Reference Documents REV 6/01/12 CBI33007 - Plan Check No. 3 DATE: 04/24/2014 PROJECT NAME: Regal Cinemas PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB133007 SET#: 3 ADDRESS: 2501 El Camino Real APN: 156-302-08 • This plan check review is complete and has been APPROVED by the Pianning Division. By: A Final Inspection by the Pianning Division is required • Yes n No Vou may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Charles Bell - c.bell@bbarchitects.com cc: Mike Sheller - msheller@westfield.com cc: Gregg Stouder - gstouder@ipra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLAi^NING 76(>«02-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gOV 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov X Jason Goff A<jj^ 760-602-4643 t/^ Jason.goff@carlsbadca.gov • 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Please see attached p-28 Page 1 of 3 07/11 CB133007 - Plan Check No. 3 REVIEW #: Plan Check No. CB133007 Address 2501 El Camino Real Date 04/24/2014 Review #3 Planner Jason Goff. Associate Planner Phone (760) 602-4643 Type of Project & Use: Regal Cinemas (Tl Package #5b) Net Project Density: NA Zoning: C;2 General Plan: R Facilities IVIanagement Zone: 1 CFD (in/out) #NA Date of participation: NA Remaining net developable acres: NA (For non-residential development; Type of land use created by this permit: Regal Cinemas (Tl Package #5b) 12 3 Legend: |EI Item Complete • Item Incomplete - Needs your action IE • • Environmental Review Required: YES IXI NO Fl TYPE EIR 09-02 DATE OF COMPLETION: Certified Julv 9. 2013 (CC Resolution #2013-176) Connpliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC Resolution #6981 - Condition No. 1 Discretionary Action Required: YES Kl NO • TYPE EIR/SDP APPROVAL/RESO. NO. 2013-176 DATE Julv 9. 2013 PROJECT NO. EIR 09-02/SDP 09-04 OTHER RELATED CASES: SP 09-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: PC Resolution No. 6983 - Conditions No. 15.19. and 21. • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO El 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 • N/A El 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 • N/A El (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NOD N/AE 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. p-28 Page 2 of 3 07/11 CBI33007 - Plan Check No. 3 City Council Policy 44 - Neighborhood Architectural Design Guidelines • • 1. Applicability: YES • NO • N/AE • • 2. Project complies: YES • NOO N/A E Zoning: • • 1. Setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Top of slope: Required NA Shown NA • • 2. Accessory structure setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Structure separation: Required NA Shown NA • • 3. Lot Coverage: Required NA Shown NA • • 4. Height: Required NA Shown NA • • 5. Parking: Spaces Required NA Shown NA • • • Additional Comments (see below) 1. Shoot A. 1.1.0, showing Shoot LS 3 from tho Wostfiold Shell Permit (CBI 32181) is out dated and not correct, specifically as it relates to the Square Footage Breakdown Table. Please update this sheet to include the approved/final sheet. 'ST Please be aware that the approval of the Final Landscape Plans (Resolution #6983, Condition 15) and Grading/Improvement Plans for the exterior portions of the project site associated with SDP 09-04 must first be approved. In addition, the Exterior Lighting Plan (Resolution #6983, Condition 19) and installation of new bike racks (Resolution #6983, Condition 21) must be coordinated with the above and therefore are linked. These are issues that the project developer needs to address before staff will •"^^j:elease Tenant Improvements. . •""'^ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER: DATE: P-28 Page 3 of 3 07/11 ixt.^um COPY PLUMBING AND MECHANICAL CORRECTIONS i»LAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS The Citv Buildina Official to review evidence of Health Department approval for food service equipment. ^J=L A TpQr.Mt^p piAD X\)f^l^Ptll The Buildinq Official to review the oas piping running across the roof, to meet tiie Citv Poiicv. The gas piping shown on sheet P5.1 does not agree with the City Policy printed on sheet A.10.1. PLUMBING (2013 CALIFORNIA PLUMBING CODE) The Buildinq to check for SDG&E review of 5 Psi gas »v»t»in. Before the pennits are obtained provide the building department a lettor showing they can supply the 5 psi at the gas diiign load. SDG&E must review the medium pressure gas line plans. 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. /(• Lou til & y b arcT^' RECORD COPY Count? of ^an Biego Elizabeth A. Pozzebon DEPARTMENT OF ENVIRONMENTAL HEALTH Hg^jert Acting DitEdor FOOD AND HOUSING DIVISION Acting Assistant Director P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858)505-6660 FAX: (858)505-6824 1 (800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET DBA: Regal Cinema April 15,2014 SITE: 2525 El Camino Real, Carlsbad DEH2014-FFPP- 002967 BUSSINESS OWNER: Plans are approved contingent upon the following: 1) Department of Environmental Health (DEH) stamped plans shall be maintained at the jobsite and available for review at the time of the inspection. 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvals. 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%-80% of construction, call (858) 505-6660 to schedule a mid inspection. In lieu of a plumbing inspection by DEH: a. Floor sinks shall be installed Vz exposed and equipped with an appropriate grill cover if no access is provided for cleaning. b. Drain lines shall slope %" per foot to gravity, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap. Drain lines shall not intercept walkways or door ways. c. No condensate drainage of any kind, including HVAC can drain to the mop sink. d. The entire floor surface must be sloped to the floor drains approximately 1/8 inch per foot or a four feet diameter depression that slopes 1:50 (approximately % inch per foot). e. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. f. Backflow devices shall be provided and initially tested upon installation by a certified tester. 6) An air balance test shall be furnished at the time ofthe final inspection for all hoods. 7) The operational Health Permit may be applied for after the preliminary inspection. New business owners are encouraged to be present at the time of the final inspection. 8) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 9) At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38°F or below and shall be equipped with a thermometer accurate to +/--2°F in the warmest section of the unit. All eqOrpm^nt is to lDe in p^ functional. 10) If the blenders produce excess drink waste, a dump sink that drains indirectly to a floor sink will be required. Plans reviewed by Lauren Robinson @ (858)505-6804 CALL (858)505-6660 AT LEAST 5 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAL INSPECTION SHALL BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. cc; File District Inspector "Environmental and public health through leadership, partnership and science" Sempra Energy uuiity' GAS METER LOCATION & SERVICE ORDER ^ NEW • RELOCATION RECORD COPY • RFS IS flSE MET? SET/REMOVE JOHDINATE WITH • UG SERVICE CENTER ISSUE DATE COMPLETE BY PROJECT NO, 352150«/ - ISO BOOK ''''''mmmsrY'^'''' Xi\\vm>\. 5m>f^f\ COST CENTER )DRESS elSOl (ETCH AREA THOMAS BROS. MAP IIDV'63 CITY BO CAmWO RtHL TJMLSM^ ^ HOWEtW/F TO iZWW mtR HS" \ New 2" Pf fm/CF wmx'M^fR CWffTWAlt) CHARGE TO: IS NEW SERVICE 100611 je (ACCT 380) • RFS (TOTALS STAND ALONE) 100619_ (ACCT 108.4) • RELOCATION (TOTAL) 100614_ (ACCT 380) • RELOCATION (PARTIAL) 100614_ (ACCT 892.2) • RFS (PARTIAL) 10O614_ (ACCT 892.2) ^ INSTALL LRG MTR 10063lib (ACCT 382) • RFS LRG MTR 100639_ (ACCT 108.4) RW REQUIRED • METER ACCESS ESMT. REQ'D • PERMIT REQUIREO: • EXC. • ENC. • TCP PERMIT BY SDG&E • CUSTOMER • CIW/COUNTY GAS METER NO. LOAD STUDY DATE a-I'M METER SIZE b ' ZTT) I g/9 - 3 m SERVING PRESSURE 5^B CUSTOMER CONTACT UllL HmmW - WfTTFiEU) CUSTOMER CONTACT PHONE NO., :5 FOOTAGE ESTIMATE INSTALL 12' RFS DIVERSIFIED LOAD 15.551 CFH TOCKCODE: lEASON NOT INSTALLED:. flODEL#: iY: . EFV ASSEMBLY INSTALLED: YES • NO • SIZE & TYPt it'ips m .EFV MFR: .LOT#:. . EFV TESTED: TRIP • RESET • CURB VALVE BOX YESD NO en .DATE:. RISER BY PASS YES K NO • RISER«^ III SIZE If r I GAS ENDINEERINQ USE ONLY YEAR RFS FTGE SIZE HP/LP TRENCH BY []] SDGSE ^CUSTOMER FOREMAN'S REPORT-ACTUAL JOINT TRENCH WITH GS •TELCO QCATV QELEC g GTO TRENCHING CONDITIONS (^AVERAGE I [DIFFICULT 380 FACILITIES CONFUCT SVC LENGTH SIZE/ TYPE GS RFS STEEL PIPE INSPECTION GOOD POOR FOLLOW-UP • • • WRAPPING GOOD POOR FOLLOW-UP • • • TESTEO-100 PSI-BY COMPLETED DATE ErER(s) TO BE LOCATED 3SUME STREETS RUN ^N-S •w ISTALL FIRST HOUSELINE m vm\U; BEIOW WR Rim wf^Lntn mvtn 090 wm mn t nwD muL otj HEADER REQUIREO TIER HEADER REQUIRED DATE WANTED • BARRICADE REQUIRED BY • CUSTOMER • SDG&E (ACCT 382) •LcrTiiAiiDiicADcnronL 18^ IS CO o m o ^ WWT WMl ^RIGHT-HAND HEADER FOR. o IS" SH" O J' 9 w->\ 1STHL o -© o o -e- il deters are required to be readily accessible 24 hours per day. Meters must be located 1 a safe area free of any potentially hazardous or dangerous condition. Provide 3 ft. x ft. clear and level working space in front of nneter. Meter must be located on premises ] be served. PUNNER ITELEPHONE OA :ustomer-owned facilities io receive gas service are subject to all applicable local and tate of California inspection authority requirements. Building address and/or houseline lust be permanently Identified prior to meter set Information on this sheet Is void fter sb< months. Keep this notice with building permit. If SDG&E encounters hazardous or toxic material virhile performing construction of your project, SDG&E wili halt work Immediately and it viriil be your responsibility to remove and/or clean-up all hazardous or toxic material prior to SDGSE continuing construction. SDG&E shall have no liability or obligation whatsoever to clean-up, remove or remediate any hazardous or toxic materials discovered during the course of construction, unless it is Ihrough negligence of SDG&E. I CB133007 - Plan Check No. 2 DATE: 03/10/2014 PROJECT NAIVIE: Regal Cinemas PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB133007 SET#: 2 ADDRESS: 2501 El Camino Real APN: 156-302-08 Q This plan check review is complete and has been APPROVED by the Planning Division. By: A Final Inspection by the Planning Division is required • Yes • No You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should Include corrections from aU divisions^ 13 This plan check review is NOT COMPLETE. Items missing or i listed on the attached checklist. Please resubmit amended required. Plan Check Comments have been sent to: Charles Bell - c.bell@bbarchltects.com cc: Mike Sheller - msheller@westfield.com cc: Gregg Stouder - gstouder@iDra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602 4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 I Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 Greg Ryan 760-602-4663 Grefiorv.Rvan@carIsbadca.eov Q Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gOv 1 1 Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov []] Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov X -Jason Goff jnQj^ 760-602-4643 iason.goff@carlsbadca.£ov • 1 1 Dominic Fieri 760-602-4664 Domlnlc.Flerl@carlsbadca.fiov Remarks: Please see attached p-28 Page 1 of 3 07/11 CB133007 - Plan Check No. 2 Plan Check No. CB133007 Address 2501 El Camino Real Date 03/10/2014 Review #2 Planner Jason Goff. Associate Planner Phone (760') 602-4643 Type of Project & Use: Regal Cinemas (Tl Package #5b) Net Project Density: NA Zoning: 0:2 General Plan: R Facilities Management Zone: 1 CFD (in/out) #NA Date of participation: NA Remaining net developable acres: NA (For non-residential development: Type of land use created by this pemriit: Regal Cinemas (Tl Package #5b) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action Kl • • Environmental Review Required; YES 1^ NQ Fl TYPE EIR 09-02 DATE OF COMPLETION: Certified Julv 9. 2013 (CC Resolution #2013-176) Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC Resolution #6981 - Condition No. 1 • • • Discretionary Action Required: YES lEI NO • TYPE EIR/SDP APPROVAL/RESO. NO. 2013-176 DATE Julv 9. 2013 PROJECT NO. EIR 09-02/SDP 09-04 OTHER RELATED CASES: SP 09-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: PC Resolution No. 6983 - Conditions No. 15.19. and 21. lEI • D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO S CA Coastal Commission Authority? YES O NO JEl if California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): El • • Habitat Management Plan Data Entry Completed? YES • NOD N/A^l 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 • N/Agl (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!) lEl • • Housing Tracking Form {form P-20) completed: YESD NOD N/A|EI Site Plan: Kl • • Provide a fully dimensional site plan drawn to scale. Show: North an^ow, 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. p-28 Page 2 of 3 07/11 CB133007 - Plan Check No. 2 City Council Policy 44 - Neighborhood Architectural Design Guidelines Kl • • 1. Applicability: YES n NO • N/AKI Kl • • 2. Project complies: YES • NOQ N/A KI Zoning: Kl • • 1- Setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Top of slope: Required NA Shown NA 2. Accessory structure setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Reguired NA Shown NA Structure separation; Required NA Shown NA Kl • • 3. Lot Coverage: Reguired NA Shown NA IE • • 4. Height: Required NA Shown j^JA IS • • 5. Parking: Spaces Required NA Shown NA • • • Additional Comments (see below) 1. Sheet A. 1.1.0, showing Sheet LS-3 from the Westfield Shell Permit (CBI 32181) is out dated and not correct, specifically as it relates to the Square Footage Breakdown Table. Please update this sheet to include the approved/final sheet, ^t:- ^ncUyyexJ H^\JU "S^HT A-1 -I , 2. Please be aware that the approval of the Final Landscape Plans (Resolution #6983, Condition 15) and Grading/improvement Plans for the exterior portions ofthe project site associated with SDP 09-04 must first be approved, in addition, the Exterior Lighting Plan (Resolution #6983, Condition 19) and installation of new bike racks (Resolution #6983, Condition 21) must be coordinated with the above and therefore are linked. These are issues that the project developer needs to address before staff will release Tenant Improvements. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER; DATE: p-28 Page 3 of 3 07/11 CB133007 - Plan Check No. 1 DATE: 12/17/2013 PROJECT NAME: Regal Cinemas PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB133007 SET#: 1 ADDRESS: 2501 El Camino Reai APN: 156-302-08 [[] This plan check review Is complete and has been APPROVED by the Planning Division. By: A Final Inspection by the Planning Division Is required • Yes • No you may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the Issuance of a bullding permit. Resubmitted plans should Include corrections from aU divisions. This plan check review Is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. SEE PLAN REVIEW RESPONSES PREPARED BY CHARLES BELL, BBARCHITECTS, INC. IN RED CAPS BELOW. Plan Check Comments have been sent to: Charles Bell - c.beH@bbarchitects.com cc: Mike Sheller - msheller@westfield.com cc: Gregg Stouder - gstouder@ipra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760*02-2750 FIRE PREVENTION 760-602-4665 Q Chris Sexton 760e02-4624 Chrls.Sexton@carlsbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.?ov Q Greg Ryan 760-602-4663 Gregon?.Rvan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Ryi?@carlsi?a<ipargoy 1 1 Linda Ontiveros 76Oe02-2773 Llnda.Ontlveros@carlsbadca.gov [] Cindy Wong 760-602-4662 Cvnthia.Won^carlsbadca.fiov X Jason Goff rjflX 760-602-4643 iason.fioff@carlsbadca.^ov • Q Domlnlc Fieri 760-602-4664 Domlnlc.Flerl@carlsbadca.sov Remarks: Please see attached p-28 Page 1 of 3 07/11 CB133007 - Plan Check No. 1 Plan Check No. CB133007 Address 2501 El Camino Real Date 12/17/13 Review #1 Planner Jason Goff. Associate Planner Phone (760) 602-4643 Type of Project & Use; Reoal Cinemas (Tl Package #5b) Net Project Density; NA Zoning; General Plan; R Facilities Management Zone: 1 CFD (In/out) #NA Date of participation; Remaining net developable acres: NA (For non-residential development: Type of land use created by this pennit; Regal Cinemas (Tl Package #5b) REVIEW #: 12 3 Legend: Kl item Complete • Item Incomplete - Needs your action Kl • • Environmental Review Required: YES Rl NO Fl TYPE EIR 09-02 DATE OF COMPLETION: Certified Julv 9. 2013 (CC Resolution #2013-176) ^ Compliance with conditions of approval? If not, state conditions which require action. ^""^V Conditions of Approval: PC Resolution #6981 - Condition No. 1 I ••• J Discretionary Action Required: YES 1^ NO Fl TYPE EIR/SDP APPROVALA^ESO. NO. 2013-176 DATE Julv 9. 2013 PROJECT NO. EIR 09-02/SDP 09-04 OTHER RELATED CASES: SP 09-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: PC Resolution #6981 - Condition No. 1: PC Resolution No. 6982 - Conditions 9: PC Resolution No. 6983 - Conditions No. 15.19.21. ^ • • Coastai Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO Kl CA Coastal Commission Authority? YES D NO j^ If Califbrnia Coastal Commission Authority; Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Pennit Required or Exempt): 1^ • • Habitat IVIanagement Plan Data Entry Completed? YES • NOD N/AKI If property has Habitat Type identified in Table 11 of HMP, complete HMP Pennit 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!) Kl • • inclusionary Housing Fee required: YES • NO • N/A Kl (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!) Kl • • Housing Tracking Form (form P-20) completed: YES • NO • N/A M p-28 Page 2 of 3 07/11 3007-Plan Check No. 1 Site Pian: 13 • • Provide a fully dimensional site plan drawn to scale. Show: North an-ow, 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 numljer. City Council Poiicy 44 - Neigitborhood Architectural Design Guidelines Kl • • 1. Applicability; YES • NO • N/A Kl Kl • • 2. Project complies: YES • NOO N/A Kl Zoning: S • • 1. Setbacks: Front: Required J^JA Shown NA Interior Side: Reguired NA Shown NA Street Side: Required^ Shown NA Rear: Reguired NA Shown NA Top of slope: Reguired NA Shown NA K • • 2. Accessory structure setbacks; Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Stnjcture separation; Required NA Shown NA Kl • • 3. Lot Coverage; Required NA Shown NA Kl • • 4. Height: Required NA Shown NA Kl • • 5. Parking: Spaces Reguired NA Shown NA • • P Additional Comments (see t)elow) 1. The Westfield shell permit (CBI 32181) must be approved prior to the issuance of this pennit. CORRECTED - NOTE ADDED TO SHEET A1.1 BOTTOM OF SHEET RIGHT 2. Please note that the shell pennit (CB132181) associated with this tenant space is shovtring a total of 79,510 sq. ft. (59,080 sq. ft. 2™* floor level + 20,430 sq. ft. mezzanine), whereas Sheet A3.1 of this permit (CB133007) is showing a total of 67.785 sq. ft. (58.615 sq. ft. 1« floor + 9,170 sq. ft. mezzanine), which is a difference of 11.725 sq. ft. Please coordinate with Westfield regarding the shell permit and clarify this discrepancy. Please revise plans accordingly. NOW COORDINATED WITH SHELL PERMIT SUMMARY SEE SHEET A1.1 "SCOPE OF WORK" THEATRE SF AREA 59,080 LOBBY•^9,550MEZZ 3. On Sheets A7.1 and E2.3 please update all notes related to any theater signage acknowledging that signage is subject to a separate pennit and consistent with the Westfield Carlsbad Sign Program. CORRECTED - NOTE ADDED TO SHEET A7.1 ON EACH ELEVATION AND E2.3 4. Please include the elevations and details pertaining to the storefront space? The shell pennit (CBI32181) is pointing to the tenant's design. Please revise plans accordingly. STOREFRONT IS NOT A PART OF TENANT SCOPE OF WORK - SEE SHELL PERMIT CB131281 SHEET A6.2. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER: DATE: P-28 Page 3 of 3 07/11 ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAli^ty. 7). Community & Economic Deveiopment Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 4/14/14 PROJECT NAIVIE: regal cinemas PROJECT ID: PLAN CHECK NO: cbl33007 SET#: I ADDRESS: 2501 ecr suite 100 APN: Q This plan check review is complete and has been APPROVED by the flre Division. By: cwong A Final Inspection by the Division is required ^ Yes • No ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Pian Check Comments have been sent to: k.lovell(§bbarchitects.com (and via usps) You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from aU divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: EIWI1 n CCninW 76(MS024750 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Q Greg Ryan 760-602-4663 Gregory.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.$ov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontlveros@carlsbadca.gov X Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dommic.Fieri@carlsbadca.gov Page 1 of 3 PLAN CHECK community & Economic « ppw|p|j^ Development Department CITY OF KtVltW 1635 Faraday Avenue TRANSMITTAL carisbad CA 92OO8 www.carlsbadca.gov CARLSBAD Remarks: 4/14/14 Page 2 of 3 ***Bubble All Changes*** Sheet A5.0:002 Room 132 please provide manufacturer's cut sheet. Cut sheet shall state cubic feet capacity storage state of C02. Provide details of installation, ventilation and piping. 2. Review aii fire extinguisher iocations. They shall meet the requirements of NFPA 10 stated beiow. Currentiy, they are mounted in the further recess away from the egress, indicate Fire Extinguisher locations. Fire Extinguishers shali be located in conspicuous iocations, readily accessible, and along normal paths of travel and in compliance with NFPA 10 standards. CFC 906 and 906.5. The foliowing are examples but review ali iocations: *FE in Lobby 3 #164 on East run *FEin Lobby 4 *FE outside 126 is 144' from east exit with no other FE seen. *FE Place a 2A10BC type in concession and in workroom #137. 3. Sheet A5.0: Types F and A fire extinguishers if painted to match wail carpet, shall have a red with white letters sign indicating fire extinguisher location. 4. Sheet A2.1 and E14.1 and any other applicable sheets: Per CFC 1006.2 (2010 edition), egress illumination shall be restored to normal levels of illumination upon activation of premise fire alarm. Lighting shali be supplied by emergency power system. State type emergency power supplied. Page 3 of 3 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 04-14-2014 Reviewed by: (^A_A^ Name: CHARLES BELL Address: STE 18 1590 S COAST HWY LAGUNA BEACH CA 92651-3257 Permit #: CBI33007 Job Name: REGAL THEATRE: 58,615 SF @ Job Address: 2501 EL CAMINO REAL CBAD St: 200 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office caimot ITrriii III 1 [ I iiiiiliii I III I III III III ll IIIIIIII iiiiiniliiiiii I IIIIIIII i|i|llli llli lim iiiH/nr stanrlarHs. 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: CON0007187 [NOT MET] ***Bubble All Changes*** 1. Sheet A5.0: C02 Room 132 please provide manufacturer's cut sheet. Cut sheet shall state cubic feet capacity storage state of C02. Provide details of installation, ventillation and piping. 2. Review all fire extinguisher locations. They shall meet the requirements of NFPA 10 stated below. Currently, they are moimted in the fiirther recess away firom the egress. Indicate Fire Extinguisher locations. Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel and in compliance with NFPA 10 standards. CFC 906 and 906.5. The following are examples but review all locations: *FE in Lobby 3 #164 on East nm *FE in Lobby 4 *FE outside 126 is 144' from east exit with no other FE seen. *FE Place a 2A10BC type in concession and in workroom #137. 3. Sheet A5.0: Types F and A fire extinguishers if painted to match wall carpet, shall have a red with white letters sign indicating fire extinguisher location. 4. Sheet A2.1 and E14.1 and any other applicable sheets: Per CFC 1006.2 (2010 edition), egress illumination shall 4)e restored to normal levels of illumination upon activation of premise fire alarm. Lighting shall be supplied by emergency power system. State type of emergency power supplied. Entry: 04/14/2014 By: cwong Action: CO Carlsbad Fire Department BLDO ^BPT COPY Plan Review Requirements Category: TI, COMM Date of Report: 05-13-2014 Reviewed by: Name: Address: CHARLES BELL STE 18 1590 S COAST HWY LAGUNA BEACH CA 92651-3257 Permit #: CBI33007 Job Name: REGAL THEATRE: 58,615 SF @ Job Address: 2501 EL CAMINO REAL CBAD St: 200 tPCOO^IPLETC Tht ilum j uu luin uulmilK^d fiiin no^ii mm$mmmmfiif)i0immiiMA^ adoquatolyiewidwetii \ to dttiimtii»»«mfiii 'mmSiiiiim^lA'mmmmii^^ 4o thio offioo for minmmm^hmpfmmih Cond: CON0007187 [NOT MET] ***Bubble 1. Sheet Ay): C02 Room 132 please feet cap^^iy storage state of C02. Pre /iew all fire extinguisher '. '. Currently, they are: Extinguisher locations. ide manufacturer's cut sheet, flrut sheet shall state cubic details of installation, ventination and piping. ions. They shall meet the requirements of NFPA 10 stated in the fiirther recess away fijiwn the egress. Indicate Fire Fire Extinguishers shalUJe located in conspicuous locatijiRs, readily accessible, and aloijf normal paths of travel and in^mpliance with NFPA 10 stances. CFC 906 and 906.5. The following aj^xamples but review all locatiojif: *FE in Lobhf 3 #164 on East run *FE in Ld^by 4 *FE ouJpde 126 is 144' from east exit wiUfno other FE seen. *FE JTace a 2A10BC type in concessioj^nd in workroom #137. Sheet A5.0: Types F and A fire j^inguishers if painted to match Vith white letters sign indicatin^re extinguisher location. 4. Sheet A2.1 and E14.1 an^Rny other applicable sheets: Per i carpet, shall have j^ed 1006.2 (2010 editid^, egress iljumin^tion shall be alarm. Lighting shall^ Entry: 04/14/2C Cond: CON0007^3 [NOT MET] fbred to normal levels of illuna^ation upon activation of piJfnise fire supplied by emergency po^^ system. State type of eme^ncy power supplied. By: cwong Action: COi **Bubble Ml Changes** 1. Iternfoelow were not fully addressjiff in the resubmittal: #1 J^vhat is the capacity (cubic feelf and storage state of C02? The correction was to ree^jifuate the current placement of BE to meet NFPA 10 and CFC requirements. Some exampl^ were given (these were addro^ed) but no others were as guested. system. #4 Response to see detairS on sheet E6.4 was not suffici^t. This detail spoke about ^pg locks on doors not emergence o^ess illumination requirements^d type of emergency powej Entry: 04/29/2^iC By: cwong Action: CO Cond: CON0007^ [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. • THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 05/13/2014 By: df Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 04-29-2014 Reviewed by: (JIAJ) Name: CHARLES BELL Address: STE 18 1590 S COAST HWY ^/)r^ LAGUNA BEACH CA 92651-3257 Permit #: CBI33007 Job Name: REGAL THEATRE: 58,615 SF @ Job Address: 2501 EL CAMINO REAL CBAD St: 200 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: CON0007187 [NOT MET] ***Bubble All Changes*** 1. Sheet A5.0: C02 Room 132 please provide manufacturer's cut sheet. Cut sheet shall state cubic feet capacity storage state of C02. Provide details of installation, ventillation and piping. 2. Review all fire extinguisher locations. They shall meet the requirements of NFPA 10 stated below. Currently, they are mounted in the fiirther recess away from the egress. Indicate Fire Extinguisher locations. Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel and in compliance with NFPA 10 standards. CFC 906 and 906.5. The following are examples but review all locations: *FE in Lobby 3 #164 on East run *FE in Lobby 4 *FE outside 126 is 144' from east exit with no other FE seen. *FE Place a 2A10BC type in concession and in workroom #137. 3. Sheet A5.0: Types F and A fire extinguishers if painted to match wall carpet, shall have a red with white letters sign indicating fire extinguisher location. 4. Sheet A2.1 and E14.1 and any other applicable sheets: Per CFC 1006.2 (2010 edition), egress illumination shall be restored to normal levels of illumination upon activation of premise fire alarm. Lighting shall be supplied by emergency power system. State type of emergency power supplied. Entry: 04/14/2014 By: cwong Action: CO Cond: CON0007223 [NOT MET] **Bubble All Changes** 1. Items below were not fiilly addressed in the resubmittal: #l.What is the capacity (cubic feet) and storage state of C02? #2 The correction was to reevaluate the current placement of FE to meet NFPA 10 and CFC requirements. Some examples were given (these were addressed) but no others were as requested. #4 Response to see detail 8 on sheet E6.4 was not sufficient. This detail spoke about mag locks on doors not emergence egress illumination requirements and type of emergency power system. Entry: 04/29/2014 By: cwong Action: CO CORRECTiONLiST 2 BLDG. DEPT COPY CONDITiONS: Once remaining comments shown in blue font throughout this list are accepted, the Conditional Recommendation for Approval will be contingent upon the following: 1. Approval of civil drawings, showing fire protection water supply and fire access. (CB132181) 2. Receipt of dimensioned path of egress fronn Regal Theatres, via the exit balcony, to a public way, as a part ofthe shell building project.(CB132181) Daryl K. James & Associates, Inc. Clieclted by: Darvl Kit James 205 Colina Terrace Date: 2/24/2014 Vista, CA 92084 T. (760) 724-7001 Email: ldtfire@sbcgiobai.net APPLICANT: Charles Bell JURiSDiCTION: Carlsbad Fire Department PROJECT NAIVIE: Regal Theatres PROJECT ADDRESS: 250| ECRAOO PROJECT DESCRIPTION: CB133007 - T.l. within an (E) Shell/Mall Anchor Building; consisting of a motion picture multiplex"A-1 Occupancy," lll-B Construction, 2-Story building with a proposed area of 58,615 SQ/FT on the 1^' floor, and 9,170 SQ/FT on the 2"^"^ floor. Scope of work includes the following: New Mechanical, Electrical, and Plumbing systems (MEP); concession cooking appliances & fixtures, motion picture projection equipment, and stadium seating. All fire protection systems and other fire equipment are deferred items approved under a separate permit. This plan was reviewed 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. RESUBMITTAL INSTRUCTIONS FOR EXPEDITED REGHICK SERVICES Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. Provide a written response following each comment. On This Correction List, explaining how and where each plan review comment has been addressed. • PROVIDE A COPY OF BUlLDiNG DEPARTMENT (ESGIL) COMIWIENTS. Input fire revisions onto the Building Dept. plan check. 1. Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 2. COIWiiViENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DiLIVERY OP RiViSiD PLANS COMMENTS ADDITIONAL COMMENTS MAY BE GENERATED BASED ON RESPONSES. SHEET A.1.1. TITLE SHEET: (1) t/The "SCOPE OF WORK" statement should describe a first and second floor design only; and any references to a "Mezzanine" or"Upper Level" shou\d be deleted from each individual drawing. (2) •The "SCOPE OF WORK" statement and the "C.B.C. ANALYSIS" call-out Type lll-B construction for the A-1 anchor building; however, other PDF documents produced by "Code Consultants, Inc." specify ll-B. Please clarify correct construction type for the A-1 and explain CBC provisions for different types of construction. (3) •The information listed in the "C.B.C. ANALYSIS" does not provide a design basis for a single story building with a mezzanine and directly connecting tenant buildings. Please clarify and provide a detailed response to the following: • 3a. the unlimited area provision for anchor buildings, as described in 2010 CBC, Section 402.6, requires a permanent open space surrounded on all sides of not less than 60 feet. However, that condition does not exist here because there are two adjoining tenant buildings totaling 18,858 SQ/FT to the south of the new A-1 occupancy which appear to be part of the entire shell building [under the same roof and within exterior walls of the anchor shell building and detached from the mall building]. NOTE: As a rule, the anchor building is viewed as a separate building [standalone structure] from the covered mall building (Thornburg, D., AIA, IBC - Fire and Life Safety Handbook). 60 ft. sideyards provided around perimeter of entire mall structure. • 3b. please clarify the total area of the A-1 occupancy. Does the "C.B.C. ANALYSIS" include the new 11,000 SQ/FT. retail building and 7,850 SQ/FT. restaurant building as shown on SheetA.2.1? A.2.1 noted as not a part of this permit. • 3c. the tenant spaces listed above in sub-comment 3b. are part of the [standalone A-1] anchor shell building, and are no longer connected to, or physically attached to the mall building or are ancillary to the A-1; therefore, they must be individually classified and included in the overall area of the [standalone A-1] anchor shell building. Please revise the code analysis to reflect individually classified occupancies in accordance with the applicable provisions of 2010 CBC, 508.1 through 508.4.4.1. • 2c. NOTE: The Nonseparated occupancy provisions of 508.2 do not apply because the retail and restaurant tenant buildings are physically detached from the mall building and are not considered ancillary to the A-1. • 3d. The code analysis must include computations that reflect the "Sum of the Ratios" for mixed- occupancy buildings, providing the Architect of Record (AOR) plans to group the retail and restaurant tenant buildings with the A-1 [standalone A-1/B/M mixed-occupancy]. Refer to 2010 CBC, Section 508.4.2. Non-separated occupancies. CBC 508.3. • 3e. the drawings call-out a 1-Hour wall between the A-1 and the main mall building to the west, and a 1-Hour wall between the A-1 and the adjoining retail/restaurant [tenant] buildings located to the south. This condition does not comply with 2010 CBC, Table 706.4, which requires a 3-Hour fire wall (refer to 2010 CBC, Section 402.7.3). Please revise the floor plans and the wall schedule on Sheet A. 16.1 to reflect the required 3-hour fire wall between the A-1 [lll-B], main mall building [ll-B], and the retail/restaurant buildings (the A-1 and M occupancies are not the same occupancy classification, and therefore do not have the same tenants as permitted for covered mall buildings). A-1 is a tenant and not the anchor building. (4) •The height limitation in 2010 in CBC Table 503 under Group A-1 and Type lll-B Construction indicates a maximum height of 55 feet but can be increased a maximum of 20 feet when fully sprinkled throughout [refer to 2010 CBC, Section 504.2]. Please clarify a height increase of 30 feet [55+30=85], as shown under the "C.B.C. ANALYSIS" heading next to the allowable height sub-heading. (5) •A mezzanine level is not permitted in this building based on the definition of a "Mezzanine" in 2010 CBC, Section 505.1 [shall be considered a portion ofthe story in which it is contained]. According to Sheet A.3.1 - Phase 1 Exit Plans, the occupied floor area above the First Floor is referred to as the Second Floor (story), which means the "Mezzanine" is not considered a portion of the 1'' story [first floor]. The portion of the story or room on the Second Floor, which consists of the use or occupancies listed below (5a.), does not meet the definition [2010 CBC, Section 502] of an "intermediate level betvi/een the floor and ceiling of any story. 5a. Managers office, an assistant manager's office, a CL room, two interior stain/vay stairways, one exit corridor, two storage rooms, a family room, a count room, a lobby, 12 projection rooms, and an elevator equipment room. 5b. Clarify fire department permits for storing, handling, and using Cellulose Nitrate Film, in accordance with 2010 CBC, Section 105.6.5. (6) •Revise the "C.B.C. ANALYSIS," Sheet Index, and individual sheet titles to reference First and Second Floors and delete all references to a "mezzanine." (7) •Update the "CODE INFORMATION" section to reflect the edition/year of amended model codes, and all NFPA Standards, as listed below: • 2010 California Building Code (CBC) Part 2, Volume 1 and 2, Title 24, California Code of Regulations (CCR) eased on the 2009 International Building Code (IBC) with 2010 Amendments • 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments • 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments • 2010 California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UPC) with 2010 Amendments • 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments • NFPA STANDARDS: • NFPA 13, Standard for the Installation of Sprinkler Systems, 2010 Edition • NFPA 14, Standard for the Installation of Standpipe and Hose Systems, 2007 Edition • NFPA 17A, Wet Chemical Extinguishing Systems, 2002 Edition • NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenances, 2010 Edition • NFPA 40, Standard for the Storage and Handling of Cellulose Nitrate Film, 2007 Edition • NFPA 72, National Fire Alarm and Signaling Code, 2010 Edition • NFPA 96, Ventilation Control and Fire Protection of Commercial Cooking Operations, 2008 Edition (incorporated by reference in the California Mechanical Code - Ch. 5, Part II) (8) •Add a separate box or subtitle onto Sheet T0.2; label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and insert the following "TEXT" [verbatim]. •Deferred Submittal Items: • Fully-Automatic Fire Sprinkler System, California 2010 Fire Code, Section 903, and NFPA 13, 2010 edition. The Architect of record (AOR) should consult with the city of Carlsbad Fire Marshal to obtain specific design criteria (hazard class/density) to verify requirements for the various occupancy groups associated with this project. • Stand pipe system required in accordance with 2010 CBC, Sections 402.9.1; 905.3.3; and NFPA 14, 2007 edition. • Fire Alarm and Detection System, 2010 CFC, Sections 907.1 through 907.2.7, and NFPA 72, 2010 edition. Specify the type of system required: Combination automatic/manual alarm and detection with emergency voice/alarm communication, and specify sprinkler monitoring requirements in accordance with 2010 CFC, 903.4 through 903.4.2. NOTE: The entire shell building including the adjoining retail and restaurant buildings [standalone A-1/B/M mixed-occupancy] will require an emergency voice/alarm communications system. Refer to 2010 CBC, Sections 402.15; 907.1.4; and 907.2.1.1. • Wet Chemical Extinguishing Systems, complying with UL 300; installed for the protection of commercial cooking equipment, which produces grease, and laden vapors. 2010 CFC, sections 904.11 and 904. (9) •Remove the following Fire Alarm sheets from the Sheet Index and the plan set: E14.1; E14.2; and E14.3, as they are not part of this review. Remaining sheets listed as For Reference Oniy. (10) •The city of Carlsbad determines Fire Flow requirements; therefore, delete the reference to the "County Publics Works Department" - See Fire Dept. Note #16. (11) Fire Dept. Notes #5, #27, and #34 references the "City of Santa Maria building and flre department" as the AHJ; please delete and replace with direct references to the city of Carlsbad Fire Marshal. SHEET A.2.1 .SITE PLAN: Recommendation for approval of CB133007 is contingent upon approval of fire protection water supply and fire access site plans (CBI 32181) (1) •Part of the exit system for Auditoriums 9, 10, 11, and 12 is shown as a 1-Hour (N) Exit Corridor; but the PHASE 1 EXIT PLAN is calling it an 1-Hour Exit Passage Way. Sheet A.2.2 also shows it as a corridor. • la. The drawing on Sheet A.2.1 also shows a continuous path of travel to an exit on either end of the corridor; one end exits to the exterior and the other exits to the main theater lobby. The PHASE 1 EXIT PLAN shows that it dead ends at exit #161; this condition alone eliminates the use of a corridor for exiting purposes. Please coordinate all floor plans to reflect the required MOE. •SHEET A.2.2. SITE PLAN: (1) •For clarity and MOE consistency, please show the locations of every exit stainway and assign a numeric designation to each one and define the type of stair way; i.e. exit stairway enclosure, exterior EXIT stairway, etc. Include interior and exterior stairways serving as part of the overall MOE for the entire mixed-occupancy A-1/B/M [standalone] Anchor building. la. For reference, show the locations of the stairways serving the underground parking structure; but only stairways that abut to the mixed-occupancy A-1/B/M [standalone] Anchor buiiding or otherwise share a common path of travel in any part of the A-1 Anchor buildings MOE. (2) •Clarify, define, and/or explain the code provisions for the area on the plans marked "(N) ROOF BELOW." SHEET A.3.1. PHASE 1 EXIT PLANS: (1) For clarity and completeness, please provide additional [enlarged] exit plans, that fully depict 1/8 = I'-O" scaled drawings with the means of egress (MOE) measured from most remote points within each story to an exterior exit or vertical exit enclosure or exit passageway out to the exit discharge leading directly to a public way. The MOE design identified in sub-comments la., and lb. below do not comply with the provisions of 2010 CBC, Chapter 10; also see CBC, Sections 402.4.3.1; 1003.6; and 1027.6. Egress from tenant spaces to a public way is not illustrated on shell building sheet LS-3. It was understood that all tenant improvements were to show a complete path of egress to a public way. Recommendation for approval of CBI 33007 is contingent upon receipt of dimensioned path of egress from Regal Theatres, via the exit balcony, to a public way, as a part of the shell building project,(CB132181) • 1a. Every exterior exit door at the north of the A-1 appears to open into a yard or exit court that is enclosed, which means the cumulative occupant loads of all assembly areas converge at this enclosed yard or exit court, thus requiring all occupants to travel 350 feet to only one exterior exit gate (#209) that is 4'-10" in width. Refer to 2010 CBC, Section 1003.6. 1b. Based on the site conditions drawn on Sheets A,2.1 and A.2.2; the exterior yard or exit court referenced above also serves as part of the means of egress for the malls occupants. Refer to CBC, Section 402.4.3.1. • 1c. The occupants exiting at the north end of the A-1 do not have direct access to a public way. Refer to 2010 CBC, Section 1027.6; also refer to CBC, Section 1021.3. Id. The yard or exit court identified in Comment (1) and sub-comments la., Ib., and Ic. above also resembles a pedestrian walkway; please clarify the applicable provisions of 2010 CBC, Chapter 3104 in its entirety. (2) Part of the exit system for Auditoriums 9, 10, 11, and 12 is shown as a 1-Hour (N) Exit Corridor on Sheets A,2,2 and A.3.1; but the PHASE 1 EXIT PLAN is showing the same MOE as a 1-Hour Exit Passage Wav. Show 1-hour exit passageway. Revise one-hour exit corridor to one-hour exit passageway. 2a. The drawing on Sheet A.2.1 also shows a continuous path of travel to an exit on either end of the corridor; one end exits to the exterior and the other exits to the main theater lobby. The PHASE 1 EXIT PLAN shows that it dead ends at exit #161; this condition alone eliminates the use of a corridor for exiting purposes. Please coordinate all floor plans to reflect the required MOE. • 2b. In reference to the rated exit in item 2a. above, it can only be used by the occupants of the A- 1; this means the occupants from the connecting retail/restaurant [tenant] buildings located to the south cannot use this exit and any part of the exit system provided for the retail/restaurant [tenant] buildings likewise cannot be used as part of the Moe for the occupants exiting from the theater auditoriums. Refer to 2010 CBC, Section 402.4.3. 2b. NOTE: Occupants from the connecting retail/restaurant [tenant] buildings may use the same MOE of the A-1 if a 2-Hour Horizontal Exit is provided; however, the 2-Hr Horizontal Exit does not replace or othenvise reduce the required separation specified in 2010 CBC, Section 402.7.3; and CBC Table 706.4. (3) •The "SECOND FLOOR EXIT PLAN" does not depict an outline, identify, or make reference to the "Theater Exterior Exit Balcony," as mentioned on the Code Consultant, Inc. document/letter, item M, page 11, dated 07/1/13. Please clarify and identify MOE provisions on plan. (4) •Corridor #220 on the 2"" Floor does not meet the provisions specified for "Corridor Continuity;" based on the MOE design, the MOE for the 2"" Floor prohibits occupant's passing through one or more intervening rooms [elevator lobbies]. Refer to 2020, CBC, Sections 1014.2 item #2; and 1018.6. item #2. • 4a. Consider an interior or exterior exit stairway at the opposite end of the 2"" Floor office space; EXAMPLE: Somewhere near Auditoriums 8 and 9, at Gridlines G and F (east end ofthe building). (5) •Provide an Exit Code Analysis for the 2"" Floor. Include the individual motion picture room provisions as specified in CBC Section 409.1 through 409.5, and NFPA 40 (where applicable), and define the distinct parts of the MOE (coordinate with the 2"^ Floor Reference Plan). (6) •Include occupant load calculations, aisle dimensions, and path of travel markings with dimensions along the common path of travel through every part of the MOE. (7) •Every "MOTION PICTURE MACHINE" projecting film must be enclosed in a projection room. Refer to 2010 CBC, Section 409.1.1. (8) •Clarify the use or storage of cellulose nitrate film; where this type of film is used or stored, the following provisions apply: Ba. Each motion picture projection room for each auditorium it serves must be considered as a separate room, and each individual motion picture room must have two or more exits that are remote from each other, and all doors from each motion picture projection room must open in the direction of egress travel, in accordance with NFPA 40, Sections 4.2.2 and 4.2.3. 8b. Each motion picture projection room is limited to a maximum of 15 occupants. Refer to NFPA 40: 2007 edition, Section 4.4.2. SHEET A.4.1. MF77AMIMF FLOOR EXIT PLAN CBC 1028.9 Assembly Aisle Requirements Clearly show paths of egress from mezzanine to exits on 1^' floor. SHEET A.5.0. FIRST FLOOR REFERENCE PLAN: (1) •Reverse the door swings at stainway #121 and vestibule #169 (to open in the direction of egress travel). (2) Sheet A.5.5., Details #5 and #6 identify an "Exit Tunnel;" however, Sheet A.5.0 does not show it as part of the MOE. Clarify location and specify type of exits and hourly ratings; i.e. exit passageway, etc. Not revised as per response. (3) Show all the various types of fire extinguishers at their required locations on each floor plan. Refer to the Fire Department Notes located at the right lower margin of each sheet. Show K type extinguisher in Concession Work Room 137, (4) Provide a separate sheet and/or a notes section that lists the requirements for fire department signage in accordance with 2010, CFC 509.1. Specify where corrected. (5) •Delineate on plan, the exact locations of all commercial cooking equipment that produce grease and laden vapors. SHEET A.5.1. FIRST FLOOR WALL TYPE PLAN: (1) •The drawings call-out a 1-Hour wall between the A-1 and the main mall building to the west, and a 1- Hour wall between the A-1 and the adjoining retail/restaurant [tenant] buildings located to the south. This condition does not comply with 2010 CBC, Table 706.4, which requires a 3-Hour fire wall (refer to 2010 CBC, Section 402.7.3). Please revise the floor plans and the wall schedule on Sheet A. 16.1 to reflect the required 3-hour fire wall between the A-1 [lll-B], main mall building [ll-B], and the retail/restaurant buildings (the A-1 and M occupancies are not the same occupancy classification, and therefore do not have the same tenants as permitted for covered mall buildings). Tenant not an anchor • la. Revise the floor/wall plan to reflect the required wall separations with the required hourly ratings, in accordance with the code sections identified in comment (1) above. Coordinate with the wall schedule, wall detail, and wall section drawings, typical. N/A • lb. The openings between the mall and the A-1 must be protected [with rated doors/glazing] due to the proposed construction type [lll-B]; refer to 2010 CBC, Section 402.7.3.1. N/A (2) •Any electrical room that contains an electrical transformer (XRMR) with an operating Kva greater than 112 y^ is required to be separated from the rest of the building with 1-Hour fire-resistive construction. Refer to 2010, CEC Section 450.21(B). Additionally, please provide ceiling and wall details depicting one- hour approved assemblies; from either Gypsum. W.B., CBC Chapter 7, U.L., etc. Include a wall legend with detail call-outs. Coordinate with electrical plans. N/A (3) Identify Incidental Use rooms as listed in Table 508.2.5, such as storage rooms >100 sf. Denote and illustrate compliance with all of the provisions for sprinklered buildings set forth in 2010 CBC Section 508.2.5.2, on A5.5, A13.1 & MEP Sheets. (4) Please clarify why some doors leading to the Exit Balcony and from the Lobby, on the First Floor Exit Plan, are numbered in the 200 series. SHEET A.5.3. & A6. (1) •Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for floor carpet, padding and carpet base. Refer to 2010 CBC, Section 402.8, and 2010 CFC, Section 804. (2) •Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. (3) Denote all furnishings and evidence of compliance with CFC Chapter 8. Not shown on A15.3 (4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. California Bureau of Home Furnishings Technical Bulletin 117. Not shown on A15.3 (5) •Denote all decorative materials and trim, and evidence of compliance in accordance with 2010 CFC 807.2. Where provided? SHEET A.5.5. FIRST FLOOR WALL TYPE PLAN: (1) Details #5 and #6 identify an "Exit Tunnel;" however, Sheet A.5.0 does not show it as part of the MOE. Clarify location and specify type of exits and hourly ratings; i.e. exit passageway, etc. SHEETS A.6.0: A.6.1: AND A.6.2. MEZZANINE REFERENCE FLOOR PLAN (2^° FLOOR): (1) •A mezzanine level is not permitted in this building based on the definition of a "Mezzanine" in 2010 CBC, Section 505.1 [shall be considered a portion of the story in which it is contained]. According to Sheet A.3.1 - Phase 1 Exit Plans, the occupied floor area above the First Floor is referred to as the Second Floor (story), which means the "Mezzanine" is not considered a portion of the 1*' story [first floor]. The portion of the story or room on the Second Floor, which consists of the use or occupancies listed below (la.), does not meet the definition [2010 CBC, Section 502] of an "intermediate level between the floor and ceiling of any story. • la. Managers office, an assistant manager's office, a CL room, two interior stairway stairways, one exit corridor, two storage rooms, a family room, a count room, a lobby, 12 projection rooms, and an elevator equipment room. Response: These rooms occur on the proposed mezzanine level (projection room level), within the 2"" fioor level of the buiiding. Please Illustrate, in order to clarify, on Elevation Drawings. • lb. Clarify fire department permits for storing, handling, and using Cellulose Nitrate Film, in accordance with 2010 CBC, Section 105.6.5. N/A •Revise the "C.B.C. ANALYSIS," Sheet Index, and individual sheet titles to reference First and Second Floors and delete all references to a "mezzanine." N/A (2) The "SECOND FLOOR EXIT PLAN" does not depict an outline, or identify, or make reference to the "Theater Exterior Exit Balcony," as mentioned on the Code Consultant, Inc. document/letter, item M, page 11, dated 07/1/13. Please clarify and identify MOE provisions on plan. • If Exit balcony is not on Mezzanine Level, please clarify why doors leading to the Exit Balcony are numbered in the 200 series. Please illustrate, In order to clarify, on Elevation Drawings. 7 (3) •Corridor #220 on the 2"'' Floor does not meet the provisions specified for "Corridor Continuity;" based on the MOE design, the MOE for the 2"" Floor prohibits occupant's from passing through one or more intervening rooms [elevator lobbies]. Refer to 2020, CBC, Sections 1014.2 item #2; and 1018.6. item #2. N/A <50 occupants. • 4a. Consider an interior or exterior exit stairway at the opposite end of the 2"^ Floor office space; EXAMPLE: Somewhere near Auditoriums 8 and 9, at Gridlines G and F (east end of the building). (4) Provide an Exit Code Analysis for the 2"" Floor. (Mezzanine) See Sheet 4.1 comments re: balcony. • Include the individual motion picture room provisions as specified in CBC Section 409.1 through 409.5, and NFPA 40 N/A (5) Define the distinct parts of the MOE (coordinate with the 2"=" Fioor Reference Plan). See Sheet 4.1 comments re: mezzanine. (6) Include occupant load calculations, aisle dimensions, and path of travel markings with dimensions alpng the common path of travel through every part of the MOE to grade level to a public way. See Sheet 4.1 Comments. (7) •Every "MOTION PICTURE MACHINE" projecting film must be enclosed in a projection room. Refer to 2010 CBC, Section 409.1.1. N/A (8) •Clarify the use or storage of cellulose nitrate film; where this type of film is used or stored, the following provisions apply: N/A 8a. Each motion picture projection room for each auditorium it serves must be considered as a separate room, and each individual motion picture room must have two or more exits that are remote from each other, and all doors from each motion picture projection room must open in the direction of egress travel, in accordance with NFPA 40, Sections 4.2.2 and 4.2.3. 8b. Each motion picture projection room is limited to a maximum of 15 occupants. Refer to NFPA 40: 2007 edition, Section 4.4.2. SHEETS A.8.1 AND A.8.2. BUILDING SECTIONS: (1) Revise all "BUILDING SECTION" sheets to specifically call-out the wall type, its fire-resistive rating, and the part of the building element it serves. Complete Section Note 14. • la. FOR EXAMPLE: Sheet A.8.2, Building Section #7 refers to a 1-HR exit; but it does not specify the type of exit, except that it calls it a 1-HR exit. Please revise the "BUILDING SECTIONS" and Floor Plan drawings to reflect exit and wall types using distinguishable text, as defined in the CBC; i.e. Horizontal Exit, Exit Passageway, Exit Stairway Enclosure, Corridor, Fire Wall, Fire Barrier, etc. Also, coordinate with Sheet A. 16.1. SHEETS A.9.1 THROUGH A.9.16. WALL SECTIONS: (1) Revise all "WALL SECTION" sheets to specifically call-out the wall type, its fire-resistive rating, and the part of the building element it serves. • la. FOR EXAMPLE: Sheet A.9.1, IB & IC refer to a 1-HR exit; but they do not specify the type of exit, except that they are labeled it #159. Then when you turn to Sheet A.5.1; the part: of the MOE labeled #159 is also called-out as a 1-HR exit. Please revise the "WALL SECTIONS" and Floor Plan drawings to reflect exit and wall types using distinguishable text, as defined in the CBC; i.e. Horizontal Exit, Exit Passageway, Exit Stairway Enclosure, Corridor; and Fire Wall, Fire Barrier, etc. Also, coordinate with Sheet A. 16.1. REVISE Typical wall section. • 1b. Revise Typical Wall Section notes so that all references to rated assemblies include ICC evaluation report: #, UL Listing or reference to Item number in 2010 CBC Table 720.1(2). 0 1c. Revise details 1B and IC to Exit Passageway, 8 •SHEET A.10.1. ROOF PLAN: 1) •The design and construction of the entire roofing system must comply with the provision of "Carisbad Roof Policy 80-6, Intent "B" and revise drawings where required (TYPICAL - all roof plan dwgs). • Imprint Carisbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. • Indicate provisions taken to comply with Carisbad Policy 80-6 Intent B. (Fireman Safety) where multiple roof units are added; provide notes details, etc. SHEET A.13.1. DOOR SCHEDULE & DETAILS: (1) Revise the door "DOOR SCHEDULE" to specifically call-out the following requirements: • la. The column marked "RATING" must identify and call-out the required fire protection rating of each opening [door], in accordance with 2010 CBC, Table 715.4. Example: For fire walls having a F.R. of 3-Hours, the rating of the door would be 3-hours; for fire barriers [exit passageways] having a F.R. of 1-Hour the rating of the door would be 60 minutes; 90 minutes for two-hour fire barriers, etc. Typical. Justify rating of Door 222 as only 45 minutes. This is an opening within the Exit Passageway. • lb. The column marked "RATING" must identify doors from rooms that are considered Incidental Uses as per Table 508.2.5, such as storage rooms >100 sf. Denote and illustrate compliance with all of the provisions for sprinklered buildings set forth in 2010 CBC Section 508.2.5.2. (2) •The column marked "REMARKS" must identify and call-out which doors and gates are required to be equipped with "Panic and Fire Exit Hardware," in accordance with 2010 CBC, Section 1008.1.10. (3) •QUESTION: Will any of the required exit doors be equipped with electromagnetically operated locking devices? If yes, please provide manufacture information and installation details that demonstrate compliance with 2010 CBC, 1008.1.9.8. N/A (4) •Panic hardware is required where the operating amperage is greater than 1,200 Amps on any of the electrical equipment (load centers, switch gear, etc.). Coordinate with the electrical drawings and update the door schedule to show this requirement on the remarks column. SHEET A.15.1 & A15.2 ROOM FINISH SCHEDULE: (1) •Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. Refer to 2010 CBC, Section 402.8, and 2010 CFC, Section 804. (2) •Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. (3) •Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. (4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. Not provided on A15.3 (5) •Denote all decorative materials and trim, and evidence of compliance In accordance with 2010 CFC 807.2. Denote where provided. SHEET A.16.1. FLOOR WALL SCHEDULE: (1) Revise the wall schedule to reflect the houriy ratings specified in the floor plan comments. • la. The wall schedule must specify the type of wall and the F.R. wall assembly number; i.e. Fire wall, fire barrier, fire partition, etc. U.L. assembly #, Gyp W.B. Association #, CBC Table 7, etc. TYPICAL. Response references A15.2 (Material Finish Schedule) Revise referenced sheet. •SHEET MEP0.1. SYMBOLS. NOTES. DETAILS. AND MATRIX OF RESPONSIBILITY: (1) •Add the foiiowing note onto Sheet MEP01: • All work shall be in accordance with the 2010 California Mechanical Code (CMC) Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments (2) •Add a note on to the plans stating that Wet Chemical Extinguishing System(s), complying with UL 300; installed for the protection of commercial cooking equipment, which produces grease, and laden vapors, in accordance with 2010 CFC, sections 904.11 and 904 will be submitted under a separate permit as a deferred submittal. •SHEET MEP1.3. GREASE ASSEMBLY AND ROOF DETAILS: (1) •Add a note on to the plans stating that Wet Chemical Extinguishing System(s), complying with UL 300; installed for the protection of commercial cooking equipment, which produces grease, and laden vapors, in accordance with 2010 CFC, sections 904.11 and 904 will be submitted under a separate permit as a deferred submittal. •SHEET M3.1. MECHANICAL SCHEDULE: (1) •The "REMARKS" column on the right margin of each schedule must identify all units subject to the requirements specified in 2010 CMC, Section 609. (2) •Add the foliowing Scheduie Note onto Sheet M3.1: • "All air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM must be equipped with duct smoke detectors in accordance with 2010 CMC, Section 609." •SHEET P4.1. PLUMBING SCHEDULES AND CALCULATIONS: (1) •Add the following note onto Sheet P4.1: • All work shall be in accordance with the 2010 California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UPC) with 2010 Amendments •SHEET E2.1. LOWER LEVEL FLOOR PLAN LIGHTING (1^^ FIOOR: (1) •Add the foiiowing notes onto Sheet E2.1. • Means of egress (MOE) illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 *> Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 •SHEET E2.2. LOWER LEVEL FLOOR PLAN LIGHTING 12'*° FLOOR: (1) •The lighting plan on this sheet reflects the 2"" Floor lighting plan, not the lower level floor plan lighting. 10 (2) •Add the foilowing notes onto Sheet E2.1. • Means of egress (MOE) illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 •> Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 •SHEET E5.3. LUMINAIRES SCHEDULE AND DETAIL: (1) Add the following note onto Sheet E5.3: • All work shall be in accordance with the 2010 California Electrical Code (CEC) Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments •SHEET E6.3. PROJECTION AND SOUND MISC - DETAILS: (1) •Provide approved protection details for through penetrations and membrane penetrations of Details must reflect methods utilized to maintain the F.R. construction where appliances, conduit, equipment, fixtures, wiring, etc. pass through and/or are recessed within fire-rated wall assemblies. (2) •Add the foilowing note onto Sheet E6.3: • "Penetrations" through fire-resistive-construction floor/ceiling and roof/ceiling assemblies shall be protected in accordance with 2010 CBC, Sections, 713.3 and 713.4. Photometric Plan Provide a photometric plan either as an electrical drawing included in the plan check set or as a separate document that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress Systems, consisting of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2. END OF COMMENTS 11 BLDG. DEPT COPY CORRECTION LIST Page: 1 of 13 Daryl K. James & Associates, Inc. Re-Checked By: Robert Salgado Plan Check Date: 01/17/2014 APPLICANT NAME: Charies Bell (Primary Contact) (949) 494-8093; c.bell@bbarchitects.com JURISDICTION: Carisbad Fire Department PROJECT NAME: Regal Cinemas 12 (Regal Entertainment Group) PROJECT ADDRESS: 2501 Camino Real PROJECT DESCRiPTION: CBI3-3007 - T.l. within an (E) Shell/Mall Anchor Building; consisting of a motion picture multiplex"A-1 Occupancy," lll-B Construction, 2-Story building with a proposed area of 58,615 SQ/FT on the 1«' floor, and 9,170 SQ/FT on the 2"'' floor. Scope of work includes the following: New Mechanical, Electrical, and Plumbing systems (MEP); concession cooking appliances & fixtures, motion picture projection equipment, and stadium seating. All fire protection systems and other fire equipment are deferred items approved under a separate permit. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carisbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES 1. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. 2. Provide a written response foiiowing each comment, On This Correction List, explaining how and where you've addressed each pian review comment. 3. Provide a copy of Building Department (EsGli) comments, input fire revisions onto the Buiiding Dept. plan check. 4. if obtained, piease email a copy of comments from Esgil to: fisreviewJnspection@roadrunner.com 5. Piease direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreviewJnspection@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISED PLANS, WiTH NOTES TO COMMENTS, DIRECTLY TO: Attn: Robert Salgado 40312 Emery Drive Temecula, CA 92591 FIRE AND LIFE SAFETY COMMENTS (non-structural plan review): • Please provide a copy of Building Department (EsGil) back check final approval comments as soon as possible, or with the revised drawings at time of 1** BACK CHECK. NOTE: Input fire revisions onto the Building Department plan check. • NOTE: The burglar/security, CCTV, and telephone systems are not part of this FLS review. SHEET A.1.1. TITLE SHEET: (1) The "SCOPE OF WORK" statement should describe a first and second floor design only; and any references to a "Mezzanine" or "Upper Level" shou\6 be deleted from each individual drawing. (2) The "SCOPE OF WORK" statement and the "C.B.C. ANALYSIS" call-out Type lll-B construction for the A- 1 anchor building; however, other PDF documents produced by "Code Consultants, Inc." specify ll-B. Please clarify correct construction type for the A-1 and explain CBC provisions for different types of construction. (3) The information listed in the "C.B.C. ANALYSIS" does not provide a design basis for a single story building with a mezzanine and directly connecting tenant buildings. Please clarify and provide a detailed response to the following: • 3a. The unlimited area provision for anchor buildings, as described in 2010 CBC, Section 402.6, requires a permanent open space surrounded on all sides of not less than 60 feet. However, that condition does not exist here because there are two adjoining tenant buildings totaling 18,858 SQ/FT to the south of the new A-1 occupancy which appear to be part of the entire shell building [under the same roof and within exterior walls of the anchor shell building and detached from the mall building]. NOTE: As a general rule, the anchor building is viewed as a separate building [standalone structure] from the covered mall building (Thornburg, D., AIA, IBC - Fire and Life Safety Handbook). • 3b. Please clarify the total area of the A-1 occupancy. Does the "C.B.C. ANALYSIS" include the new 11,000 SQ/FT. retail building and 7,850 SQ/FT. restaurant building as shown on SheetA.2.1? • 3c. The tenant spaces listed above in sub-comment 3b. are part of the [standalone A-1] anchor shell building, and are no longer connected to, or physically attached to the mall building or are ancillary to the A-1; therefore, they must be individually classified and included in the overall area of the [standalone A-1] anchor shell building. Please revise the code analysis to reflect individually classified occupancies in accordance with the applicable provisions of 2010 CBC, 508.1 through 508.4.4.1. • 2c. NOTE: The Nonseparated occupancy provisions of 508.2 do not apply because the retail and restaurant tenant buildings are physically detached from the mall building and are not considered ancillary to the A-1. • 3d. The code analysis must include computations that reflect the "Sum of the Ratios" for mixed- occupancy buildings, providing the Architect of Record (AOR) plans to group the retail and restaurant tenant buildings with the A-1 [standalone A-1/B/M mixed-occupancy]. Refer to 2010 CBC, Section 508.4.2. • 3e. The drawings call-out a 1-Hour wall between the A-1 and the main mall building to the west, and a 1-Hour wall between the A-1 and the adjoining retail/restaurant [tenant] buildings located to the south. This condition does not comply with 2010 CBC, Table 706.4, which requires a 3-Hour fire wall (refer to 2010 CBC, Section 402.7.3). Please revise the floor plans and the wall schedule on Sheet A.16.1 to reflect the required 3-hour fire wall between the A-1 [lll-B], main mall building [ll-B], and the retail/restaurant buildings (the A-1 and M occupancies are not the same occupancy classification, and therefore do not have the same tenants as permitted for covered mall buildings). (4) The height limitation in 2010 in CBC Table 503 under Group A-1 and Type lll-B Construction indicates a maximum height of 55 feet but can be increased a maximum of 20 feet when fully sprinkled throughout [refer to 2010 CBC, Section 504.2]. Please clarify a height increase of 30 feet [55+30=85], as shown under the "C.B.C. ANALYSIS" heading next to the allowable height sub-heading. (5) A mezzanine level is not permitted in this building based on the definition of a "Mezzanine" in 2010 CBC, Section 505.1 [shall be considered a portion of the story in which it is contained] According to Sheet A.3.1 - Phase 1 Exit Plans, the occupied floor area above the First Floor is referred to as the Second Floor (story), which means the "Mezzanine" is not considered a portion of the 1** story [first floor]. The portion of the story or room on the Second Floor, which consists of the use or occupancies listed below (5a.), does not meet the definition [2010 CBC, Section 502] of an "intermediate level between the floor and ceiling of any story. • 5a. Managers office, an assistant manager's office, a CL room, two interior stairway stainA^ays, one exit corridor, two storage rooms, a family room, a count room, a lobby, 12 projection rooms, and an elevator equipment room. • 5b. Clarify fire department permits for storing, handling, and using Cellulose Nitrate Film, in accordance with 2010 CBC, Section 105.6.5. (6) Revise the "C.B.C. ANALYSIS," Sheet Index, and individual sheet titles to reference First and Second Floors and delete all references to a "mezzanine." (7) Update the "CODE INFORMATiON" section to reflect the edition/year of amended model codes, and all NFPA Standards, as listed below: • 2010 California Building Code (CBC) Part 2, Volume 1 and 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) with 2010 Amendments • 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments • 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments • 2010 California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UPC) with 2010 Amendments • 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments NFPA STANDARDS: • NFPA 13, Standard for the Installation of Sprinkler Systems, 2010 Edition • NFPA 14, Standard for the Installation of Standpipe and Hose Systems, 2007 Edition • NFPA 17A, Wet Chemical Extinguishing Systems, 2002 Edition • NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenances, 2010 Edition • NFPA 40, Standard for the Storage and Handling of Cellulose Nitrate Film, 2007 Edition • NFPA 72, National Fire Alarm and Signaling Code, 2010 Edition • NFPA 96, Ventilation Control and Fire Protection of Commercial Cooking Operations, 2008 Edition (incorporated by reference in the California Mechanical Code - Ch. 5, Part II) (8) Add a separate box or subtitle onto Sheet T0.2; label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and insert the following "TEXT" [verbatim]. Deferred Submittal Items: • Fully-Automatic Fire Sprinkler System, California 2010 Fire Code, Section 903, and NFPA 13, 2010 edition. The Architect of record (AOR) should consult with the city of Carisbad Fire Marshal to obtain specific design criteria (hazard class/density) to verify requirements for the various occupancy groups associated with this project. • Stand pipe system required in accordance with 2010 CBC, Sections 402.9.1; 905.3.3; and NFPA 14, 2007 edition. • Fire Alarm and Detection System, 2010 CFC, Sections 907.1 through 907.2.7, and NFPA 72, 2010 edition. Specify the type of system required: Combination automatic/manual alarm and detection with emergency voice/alarm communication, and specify sprinkler monitoring requirements in accordance with 2010 CFC, 903.4 through 903.4.2. NOTE: The entire shell building including the adjoining retail and restaurant buildings [standalone A-1/B/M mixed-occupancy] will require an emergency voice/alarm communications system. Refer to 2010 CBC, Sections 402.15; 907.1.4; and 907.2.1.1. • Wet Chemical Extinguishing Systems, complying with UL 300; installed for the protection of commercial cooking equipment which produces grease and laden vapors. 2010 CFC, sections 904.11 and 904. (9) Remove the following Fire Alarm sheets from the Sheet Index and the plan set: E14.1; E14.2; and E14.3, as they are not part of this review. (10) The city of Carisbad determines Fire Flow requirements; therefore, delete the reference to the "County Publics Works Department" - See Fire Dept. Note #16. (11) Fire Dept. Notes #5, #27, and #34 references the "city of Santa Maria building and fire department" as the AHJ; please delete and replace with direct references to the city of Carisbad Fire Marshal. SHEETA.2.1. SITE PLAN: (1) Part of the exit system for Auditoriums 9, 10, 11, and 12 is shown as a 1-Hour (N) Exit Corridor; but the PHASE 1 EXIT PLAN is calling it an 1-Hour Exit Passage Way. Sheet A.2.2 also shows it as a corridor. • la. The drawing on Sheet A.2.1 also shows a continuous path of travel to an exit on either end of the corridor; one end exits to the exterior and the other exits to the main theater lobby. The PHASE 1 EXIT PLAN shows that it dead ends at exit #161; this condition alone eliminates the use of a corridor for exiting purposes. Please coordinate all floor plans to reflect the required MOE. (2) Provide notes for the required "Fire Apparatus Access Roadway" and ensure the drawings reflect the following criteria: • 2a. Carlsbad Municipal Fire Prevention Code, 17.04.210 Section 503.2.1 Dimensions- Amended. Chapter 5, Section 503.2.1 ofthe 2010 California Fire Code is amended to read as follows: Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7,315 mm) exclusive of shoulders, except for approved security gates in accordance with section 503.6. • 2b. Carisbad Municipal Fire Prevention Code, 17.04.230 Section 503.2.1.2 Measurement of street width—Amended. CFC Chapter 5, Section 503.2.1.2 of the 2010 California Fire Code is amended to add the following: Street widths are to be measured from face-of- curb to face-of-curb on streets with curb and gutter, and from flow-line to flow-line on streets with rolled curbs. • 2c. Carisbad Municipal Fire Prevention Code, 17.04.250 Section 503.2.3 Surface— Amended. Section 503.2.3 ofthe 2010 California Fire Code is amended to read as follows: Fire apparatus access roads shall be designed and maintained to support not iess than 75,000 ibs. (unless authorized by the Fire Code Official) and shall be provided with an approved paved surface so as to provide all-weather driving capabilities. (3) In reference to the above requirements [2a., 2b., and 2c.], has the city of Carisbad Fire Marshal reviewed and approved the required fire protection features listed in sub-commnets 3a., 3b., and 3c. below? • 3a. FIRE FLOW REPORT: Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for the New Anchor building proposed under this permit. Clarify provisions for a new fire pump where the available water supply (PSI/GPM) cannot meet the system demand [sprinkler/stand pipe systems]. NOTE: Any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B&C will need to be approved by the Carisbad Fire Marshal. • 3b. HYDiRANT AND FDC PLAN [• Yes or • No]: If yes, please provide documentation and/or letter with the CB Application # ]; and the date in which the following items were approved: Civil drawings and underground fire protection plans indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. The Fire Flow requirements for the new square footage added to this site must be determined by the Carisbad Fire Marshal, in accordance with Carisbad Municipal Fire Prevention Code Section 17.04.360. • 3c. FIRE DEPARTMENT ACCESS PLAN [• Yes or • No]: If yes, please provide documentation and/or letter with the CB Application # ]; name of fire official; and date when the FD Access Plan was approved. The site plan must demonstrate that the approved emergency access and fire apparatus access roads meet the 150'-0" requirement, in accordance with 2010 CFC, Sections 503.1.1 and 504.1. The emergency access/roadway plan must also show no parking fire lanes, as per the Carisbad Municipal Fire Prevention Code 17.04 and the CFC, Section 503.3. All site conditions must be reviewed and approved by the city of Carisbad Fire Marshal. (4) Provide a copy of the approved CIVIL DRAWINGS with CB Application # ] for reference. The approved reference drawing must adhere to the following: • Requirement 1: Underground plans for fire protection must comply with State Codes, National Standards [NFPA 24], and Ordinances adopted by the City of Carisbad Fire Department. • Requirement 2: The Civil drawings must have a wet signature signed on the printed seal of the Professional Engineer (PE), as well as the printed stamp and wet signature of the city of Carisbad Fire Marshal. (5) Show the location(s) of the proposed numeric addresses on the new Shell Building and provide notes onto the plans detailing the specifications of the sign(s). NOTE: Address numbers must meet Carisbad Municipal Fire Prevention Code 17.04.310 minimum 12 inches high with a I-V2 inch stroke. (6) Please show the locations of ever exit stairway and assign each one a numeric designation and define the type of stair way; i.e. exit stainway enclosure, exterior stainway, etc., Typ. SHEET A.2.2. SITE PLAN: (1) For clarity and MOE consistency, please show the locations of ever exit stainway and assign a numeric designation to each one and define the type of stair way; i.e. exit stainway enclosure, exterior EXIT stairway, etc. Include interior and exterior stairways serving as part of the overall MOE for the entire mixed-occupancy A-1/B/M [standalone] Anchor building. • la. For reference, show the locations of the stairways serving the underground parking structure; but only stairways that abut to the mixed-occupancy A-1/B/M [standalone] Anchor building or otherwise share a common path of travel in any part of the A-1 Anchor buildings MOE. (2) Clarify, define, and/or explain the code provisions for the area on the plans marked "(N) ROOF BELOW." What is this in reference to? SHEET A.3.1. PHASE 1 EXIT PLANS: (1) For clarity and completeness, please provide additional [enlarged] exit plans, that fully depict 1/8 = I'-O" scaled drawings with the means of egress (MOE) measured from most remote points within each story to an exterior exit or vertical exit enclosure or exit passageway out to the exit discharge leading directly to a public way. The MOE design identified in sub-comments la., and lb. below do not comply with the provisions of 2010 CBC, Chapter 10; also see CBC, Sections 402.4.3.1; 1003.6; and 1027.6. • la. Every exterior exit door at the north of the A-1 appears to open into a yard or exit court that is enclosed, which means the cumulative occupant loads of all assembly areas converge at this enclosed yard or exit court, thus requiring all occupants to travel 350 feet to only one exterior exit gate (#209) that is 4'-10" in width. Refer to 2010 CBC, Section 1003.6. • lb. Based on the site conditions drawn on Sheets A.2.1 and A.2.2; the exterior yard or exit court referenced above also serves as part of the means of egress for the malls occupants. Refer to CBC, Section 402.4.3.1. • Ic. The occupants exiting at the north end of the A-1 do not have direct access to a public way. Refer to 2010 CBC, Section 1027.6; also refer to CBC, Section 1021.3. • Id. The yard or exit court identified in Comment (1) and sub-comments la., Ib., and Ic. above also resembles a pedestrian walkway; please clarify the applicable provisions of 2010 CBC, Chapter 3104 in its entirety. (2) Part of the exit system for Auditoriums 9,10,11, and 12 is shown as a 1-Hour (N) Exit Corridor on Sheets A.2.2 and A.3.1; but the PHASE 1 EXIT PLAN is showing the same MOE as a 1-Hour Exit Passage Way. • 2a. The drawing on Sheet A.2.1 also shows a continuous path of travel to an exit on either end of the corridor; one end exits to the exterior and the other exits to the main theater lobby. The PHASE 1 EXIT PLAN shows that it dead ends at exit #161; this condition alone eliminates the use of a corridor for exiting purposes. Please coordinate all floor plans to reflect the required MOE. • 2b. In reference to the rated exit in item 2a. above, it can only be used by the occupants of the A- 1; this means the occupants from the connecting retail/restaurant [tenant] buildings located to the south cannot use this exit and any part of the exit system provided for the retail/restaurant [tenant] buildings likewise cannot be used as part of the Moe for the occupants exiting from the theater auditoriums. Refer to 2010 CBC, Section 402.4.3. 2b. NOTE: Occupants from the connecting retail/restaurant [tenant] buildings may use the same MOE of the A-1 if a 2-Hour Horizontal Exit is provided; however, the 2-Hr Horizontal Exit does not replace or otherwise reduce the required separation specified in 2010 CBC, Section 402.7.3; and CBC Table 706.4. (3) The "SECOND FLOOR EXIT PLAN" does not depict an outline, identify, or make reference to the "Theater Exterior Exit Balcony," as mentioned on the Code Consultant, Inc. document/letter, item M, page 11, dated 07/1/13. Please clarify and identify MOE provisions on plan. (4) Corridor #220 on the 2"" Floor does not meet the provisions specified for "Corridor Continuity;" based on the MOE design, the MOE for the 2"" Floor prohibits occupant's passing through one or more intervening rooms [elevator lobbies]. Refer to 2020, CBC, Sections 1014.2 item #2; and 1018.6. item #2. • 4a. Consider an interior or exterior exit stainway at the opposite end of the 2"<' Floor office space; EXAMPLE: Somewhere near Auditoriums 8 and 9, at Gridlines G and F (east end of the building). (5) Provide an Exit Code Analysis for the 2"<' Floor. Include the individual motion picture room provisions as specified in CBC Section 409.1 through 409.5, and NFPA 40 (where applicable), and define the distinct parts of the MOE (coordinate with the 2"" Floor Reference Plan). (6) Include occupant load calculations, aisle dimensions, and path of travel markings with dimensions along the common path of travel through every part of the MOE. (7) Every "MOTION PICTURE MACHINE" projecting film must be enclosed in a projection room. Refer to 2010 CBC, Section 409.1.1. (8) Clarify the use or storage of cellulose nitrate film; where this type of film is used or stored, the following provisions apply: 8a. Each motion picture projection room for each auditorium it serves must be considered as a separate room, and each individual motion picture room must have two or more exits that are remote from each other, and all doors from each motion picture projection room must open in the direction of egress travel, in accordance with NFPA 40, Sections 4.2.2 and 4.2.3. 8b. Each motion picture projection room is limited to a maximum of 15 occupants. Refer to NFPA 40: 2007 edition. Section 4.4.2. SHEET A.S.O. FIRST FLOOR REFERENCE PLAN: (1) Reverse the door swings at stairway #121 and vestibule #169 (to open in the direction of egress travel). (2) Sheet A.5.5., Details #5 and #6 identify an "Exit Tunnel;" however. Sheet A.5.0 does not show it as part of the MOE. Clarify location and specify type of exits and houriy ratings; i.e. exit passageway, etc. (3) Show all the various types of fire extinguishers at their required locations on each floor plan. Refer to the Fire Department Notes located at the right lower margin of each sheet (4) Provide a separate sheet and/or a notes section that lists the requirements for fire department signage in accordance with 2010, CFC 509.1. (5) Delineate on plan, the exact locations of all commercial cooking equipment that produce grease and laden vapors. SHEET A.5.1. FIRST FLOOR WALL TYPE PLAN: (1) The drawings call-out a 1-Hour wall between the A-1 and the main mall building to the west, and a 1-Hour wall between the A-1 and the adjoining retail/restaurant [tenant] buildings located to the south. This condition does not comply with 2010 CBC, Table 706.4, which requires a 3-Hour fire wall (refer to 2010 CBC, Section 402.7.3). Please revise the floor plans and the wall schedule on Sheet A.16.1 to reflect the required 3-hour fire wall between the A-1 [lll-B], main mall building [ll-B], and the retail/restaurant buildings (the A-1 and M occupancies are not the same occupancy classification, and therefore do not have the same tenants as permitted for covered mall buildings). • la. Revise the floor/wall plan to reflect the required wall separations with the required houriy ratings, in accordance with the code sections identified in comment (1) above. Coordinate with the wall schedule, wall detail, and wall section drawings, typical. • lb. The openings between the mall and the A-1 must be protected [with rated doors/glazing] due to the proposed construction type [lll-B]; refer to 2010 CBC, Section 402.7.3.1. (2) Any electrical room that contains an electrical transformer (XRMR) with an operating Kva greater than 112 is required to be separated from the rest of the building with 1-Hour fire-resistive construction. Refer to 2010, CEC Section 450.21(B). Additionally, please provide ceiling and wall details depicting one- hour approved assemblies; from either Gypsum. W.B., CBC Chapter 7, U.L., etc. Include a wall legend with detail call-outs. Coordinate with electrical plans. SHEET A.5.3. FIRST FLOOR FLOORING PLAN: (1) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. Refer to 2010 CBC, Section 402.8, and 2010 CFC, Section 804. (2) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. (3) Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. (4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. (5) Denote all decorative materials and trim, and evidence of compliance in accordance with 2010 CFC 807.2. SHEET A.S.5. FIRST FLOOR WALL TYPE PLAN: (1) Details #5 and #6 identify an "Exit Tunnel;" however. Sheet A.5.0 does not show it as part of the MOE. Clarify location and specify type of exits and houriy ratings; i.e. exit passageway, etc. SHEETS A.6.0: A.6.1: AND A.6.2. MEZZANINE REFERENCE FLOOR PLAN (2^° FLOORi: (1) A mezzanine level is not permitted in this building based on the definition of a "Mezzanine" in 2010 CBC, Section 505.1 [shall be considered a portion of the story in which it is contained]. According to Sheet A.3.1 - Phase 1 Exit Plans, the occupied floor area above the First Floor is referred to as the Second Floor (story), which means the "Mezzanine" is not considered a portion of the 1^ story [first floor]. The portion of the story or room on the Second Floor, which consists of the use or occupancies listed below (la.), does not meet the definition [2010 CBC, Section 502] of an "intermediate level between the floor and ceiling of any story. • la. Managers office, an assistant manager's office, a CL room, two interior stairway stainA/ays, one exit corridor, two storage rooms, a family room, a count room, a lobby, 12 projection rooms, and an elevator equipment room. • lb. Clarify fire department permits for storing, handling, and using Cellulose Nitrate Film, in accordance with 2010 CBC, Section 105.6.5. (2) Revise the "C.B.C. ANALYSIS," Sheet Index, and individual sheet titles to reference First and Second Floors and delete all references to a "mezzanine." (3) The "SECOND FLOOR EXIT PLAN" does not depict an outline, or identify, or make reference to the "Theater Exterior Exit Balcony," as mentioned on the Code Consultant, Inc. document/letter, item M, page 11, dated 07/1/13. Please clarify and identify MOE provisions on plan. (4) Corridor #220 on the 2""* Floor does not meet the provisions specified for "Corridor Continuity;" based on the MOE design, the MOE for the 2"" Floor prohibits occupant's from passing through one or more intervening rooms [elevator lobbies]. Refer to 2020, CBC, Sections 1014.2 item #2; and 1018.6. item #2. • 4a. Consider an interior or exterior exit stairway at the opposite end of the 2"^ Floor office space; EXAMPLE: Somewhere near Auditoriums 8 and 9, at Gridlines G and F (east end ofthe building). (5) Provide an Exit Code Analysis for the 2""* Floor. Include the individual motion picture room provisions as specified in CBC Section 409.1 through 409.5, and NFPA 40 (where applicable), and define the distinct parts ofthe MOE (coordinate with the 2"" Floor Reference Plan). (6) Include occupant load calculations, aisle dimensions, and path of travel markings with dimensions along the common path of travel through every part of the MOE to grade level to a public way. (7) Every "MOTION PICTURE MACHINE" projecting film must be enclosed in a projection room. Refer to 2010 CBC, Section 409.1.1. (8) Clarify the use or storage of cellulose nitrate film; where this type of film is used or stored, the following provisions apply: 8a. Each motion picture projection room for each auditorium it serves must be considered as a separate room, and each individual motion picture room must have two or more exits that are remote from each other, and all doors from each motion picture projection room must open in the direction of egress travel, in accordance with NFPA 40, Sections 4.2.2 and 4.2.3. 8b. Each motion picture projection room is limited to a maximum of 15 occupants. Refer to NFPA 40: 2007 edition. Section 4.4.2. SHEET A.6.3. MEZZANINE FLOOR FLOORING PLAN (2^^° FLOOR): (1) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. Refer to 2010 CBC, Section 402.8, and 2010 CFC, Section 804. (2) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. (3) Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. 9 (4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. (5) Denote all decorative materials and trim, and evidence of compliance in accordance with 2010 CFC 807.2. SHEETS A.8.1 AND A.8.2. BUiLDING SECTIONS: (1) Revise all "BUILDING SECTION" sheets to specifically call-out the wall type, its fire-resistive rating, and the part of the building element it serves. • la. FOR EXAMPLE: Sheet A.8.2, Building Section #7 refers to a 1-HR exit; but it does not specify the type of exit, except that it calls it a 1-HR exit. Please revise the "BUILDING SECTIONS" and Floor Plan drawings to reflect exit and wall types using distinguishable text, as defined in the CBC; i.e. Horizontal Exit, Exit Passageway, Exit Stairway Enclosure, Corridor, Fire Wall, Fire Barrier, etc. Also coordinate with Sheet A.16.1. SHEETS A.9.1 THROUGH A.9.16. WALL SECTIONS: (1) Revise all "WALL SECTION" sheets to specifically call-out the wall type, its fire-resistive rating, and the part of the building element it serves. • la. FOR EXAMPLE: Sheet A.9.1, IB & IC refer to a 1-HR exit; but they do not specify the type of exit, except that they are labeled it #159. Then when you turn to Sheet A.5.1; the part of the MOE labeled #159 is also called-out as a 1-HR exit. Please revise the "WALL SECTIONS" and Floor Plan drawings to reflect exit and wall types using distinguishable text, as defined in the CBC; i.e. Horizontal Exit, Exit Passageway, Exit Stainway Enclosure, Corridor; and Fire Wall, Fire Barrier, etc. Also coordinate with Sheet A.16.1. SHEET A.10.1. ROOF PLAN: 1) The design and construction of the entire roofing system must comply with the provision of "Carisbad Roof Policy 80-6, Intent "B" and revise drawings where required (TYPICAL - all roof plan dwgs). • Imprint Carisbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. • Indicate provisions taken to comply with Carisbad Policy 80-6 Intent B. (Fireman Safety) where multiple roof units are added; provide notes details, etc. SHEET A.13.1. DOOR SCHEDULE & DETAILS: (1) Revise the door "DOOR SCHEDULE" to specifically call-out the following requirements: • la. The column marked "RATING" must identify and call-out the required fire protection rating of each opening [door], in accordance with 2010 CBC, Table 715.4. • Example: For fire walls having a F.R. of 3-Hours, the rating of the door would be 3- hours; for fire barriers [exit passageways] having a F.R. of 1-Hour the rating of the door would be 60 minutes; 90 minutes for two-hour fire barriers, etc. Typical. (2) The column marked "REMARKS" must identify and call-out which doors and gates are required to be equipped with "Panic and Fire Exit Hardware," in accordance with 2010 CBC, Section 1008.1.10. 10 (3) QUESTION: Will any of the required exit doors be equipped with electromagnetically operated locking devices? If yes, please provide manufacture information and installation details that demonstrate compliance with 2010 CBC, 1008.1.9.8. (4) If the answer to Question (1) above is "YES;" then clarify which of following 2010 CBC provisions apply to this project: 0 4a. Access-Controlled Egress Doors. Section 1008.1.4.4 • 4b. Delayed Egress Locks. Section 1008.1.9.7 • 4c. Electromagnetically Locked Egress Doors. Section 1008.1.9.8 NOTE: Please provide a statement on the plans explaining how the means of egress and access to any of the buildings required exits will not be affected by the Card Readers and/or locking mechanisms or by any hardware associated with the burglar/ low-voltage security alarm system. In addition, please list the procedures for testing the fire safety functions identified in items 4a., 4b., and 4c. above, whichever apply to this project. (5) Panic hardware is required where the operating amperage is greater than 1,200 Amps on any of the electrical equipment (load centers, switch gear, etc.). Coordinate with the electrical drawings and update the door schedule to show this requirement on the remarks column. SHEET A.15.1. ROOM FINISH SCHEDULE: (1) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. Refer to 2010 CBC, Section 402.8, and 2010 CFC, Section 804. (2) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. (3) Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. (4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. (5) Denote all decorative materials and trim, and evidence of compliance in accordance with 2010 CFC 807.2. SHEET A.15.2. MATERIAL FINISH SCHEDULE: (1) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. Refer to 2010 CBC, Section 402.8, and 2010 CFC, Section 804. (2) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. (3) Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. (4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. (5) Denote all decorative materials and trim, and evidence of compliance in accordance with 2010 CFC 807.2. 11 SHEET A.16.1. FLOOR WALL SCHEDULE: (1) Revise the wall schedule to reflect the houriy ratings specified in the floor plan comments. • la. The wall schedule must specify the type of wall and the F.R. wall assembly number; i.e. Fire wall, fire barrier, fire partition, etc. U.L. assembly #, Gyp W.B. Association #, CBC Table 7, etc. TYPICAL. SHEET MEP0.1. SYMBOLS. NOTES. DETAILS. AND MATRIX OF RESPONSIBILITY: (1) Add the foiiowing note onto Sheet MEP01: • All work shall be in accordance with the 2010 California Mechanical Code (CMC) Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments (2) Add a note on to the plans stating that Wet Chemical Extinguishing System(s), complying with UL 300; installed for the protection of commercial cooking equipment which produces grease and laden vapors, in accordance with 2010 CFC, sections 904.11 and 904 will be submitted under a separate permit as a deferred submittal. SHEET MEP1.3. GREASE ASSEMBLY AND ROOF DETAILS: (1) Add a note on to the plans stating that Wet Chemical Extinguishing System(s), complying with UL 300; installed for the protection of commercial cooking equipment which produces grease and laden vapors, in accordance with 2010 CFC, sections 904.11 and 904 will be submitted under a separate permit as a deferred submittal. SHEET M3.1. MECHANICAL SCHEDULE: (1) The "REMARKS" column on the right margin of each schedule must identify all units subject to the requirements specified in 2010 CFC, Section 907.4.1 and 2010 CMC, Section 609. (2) Add the foliowing Scheduie Note onto Sheet M3.1: • "All air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM must be equipped with duct smoke detectors in accordance with 2010 CFC, Section 907.4.1 and 2010 CMC, Section 609." SHEET P4.1. PLUMBING SCHEDULES AND CALCULATIONS: (1) Add the following note onto Sheet P4.1: • All work shall be in accordance with the 2010 California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UPC) with 2010 Amendments SHEET E2.1. LOWER LEVEL FLOOR PLAN LIGHTING (I^T FIOOR: (1) Add the foiiowing notes onto Sheet E2.1. • Means of egress (MOE) illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 12 SHEET E2.2. LOWER LEVEL FLOOR PLAN LIGHTING (2^° FLOOR: (1) The lighting plan on this sheet reflects the 2"'' Floor lighting plan, not the lower level floor plan lighting. (2) Add the foilowing notes onto Sheet E2.1. • Means of egress (MOE) illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 *> Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 SHEET E5.3. LUMINAIRES SCHEDULE AND DETAIL: (1) Add the following note onto Sheet E5.3: • All work shall be in accordance with the 2010 California Electrical Code (CEC) Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments SHEET E6.3. PROJECTION AND SOUND MISC - DETAILS: (1) Provide approved protection details for through penetrations and membrane penetrations of. Details must reflect methods utilized to maintain the F.R. construction where appliances, conduit, equipment, fixtures, wiring, etc. pass through and/or are recessed within fire-rated wall assemblies. (2) Add the foliowing note onto Sheet E6.3: • "Penetrations" through fire-resistive-construction floor/ceiling and roof/ceiling assemblies shall be protected in accordance with 2010 CBC, Sections, 713.3 and 713.4. END OF COMMENTS 13 I I 1 I I 1 I I I I I i I i I I I I t WISEMAN ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR Regal Cinemas Tl El Camino Real, Carlsbad.CA November 22,2013 W + R JOB #13-036 RECEiVED DEC 0 5 2013 CITY OF CARLSBAD BUILDING DIVISION 9915 Mira Mesa Blvd. TEL. (858) 536-5166 Suite 200 WRENGINEERS.COM in DiJgo.C^921 FAK. (158) 536|51< WISEMAN + ROHY / STRUaURAL ENGINEERS / BY DATE PROJEa SHEET NO. OF JOB NO. WISEMAN + ROHY Structural Engineers == Design Loads == PROJECT: REG El Camino Real LOCATION: Carisbad, CA JOB NO: 13-036 Date: 9/22/2013 Seating Areas: Metal Stud Brg Wall (Sureboard) Material Deck Wall Exit Stairs Seismic 3 1/4" Lt Wt Cone 34.7 34.7 34.7 34.7 1 1/2" 20 Ga Mtl Deck 2.3 2.3 2.3 2.3 12 Ga Riser Pl. 4.3 4.3 4.3 4.3 Seats, Flooring & Misc 5.3 5.1 0.1 5.1 Fireproofing 0.4 0.4 0.4 0.4 Steps @ Aisles --46.0 12.0 Mtl Stud Brg Walls with SureBoard -1.2 1.2 1.2 ---- Total 47.0 48.0 89.0 60.0 psf I Live Loads (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Seating Areas: Lower Concrete Seating Material Floor Seismic 4" Lt Wt Cone 38.3 38.3 Seats 4.6 4.6 Foam (7'tall max) 7.0 7.0 4" Concrete Riser (8" tall) 7.0 7.0 Steps -5.0 Misc 1.1 1.1 -- Total 58.0 63.0 psf Flat slab in front of screens: Live Loads (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Material Floor Seismic 4" Lt Wt Cone 38.3 38.3 3/4" Plywood 3.4 3.4 Pucks 0.5 0.5 Misc 0.8 0.8 -- Total 43.0 43.0 psf I Live Loads (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Ramps: Material Floor Seismic 4" Lt Wt Cone 38.3 38.3 Foam (7' max) 7.0 7.0 Misc 2.7 2.7 -- Total 48.0 48.0 Live Loads (Unreducible) Exit Aisles 100 psf I t I t f t I I 1 I I I t I i i f I I WISEMAN+ROHY Structural Engineers SEISMIC BASE SHEAR (ASCE 7-05 11.4) December 2010 (2009 IBC / 2010 CBC / ASCE 7-05, Sup #1 & 2) PROJECT: REG El Camino Real LOCATION: SureBoard Walls JOB NO; 13-036 9/22/2013 15:57:26 2009 IBC SEISMIC EQUATIONS Base Stiear: Occupancy Category = Importance Factor (lg) = Site Class = TL = Ss = S,= iii 2009 IBC Table 1604.5 (i,li,iii,or Iv) 1.25 ASCE 7-05 Table 11.5-1 D (From Soils Engineer or 'D' if not known) 8 sec ASCE 7-05 Figure 22-15 1.234 g 0.467 g O steel Moment Frame O Concrete Moment Frame O Eccentrically Braced Steel Frame {§) All Other Structural Systems R = 6.5 ASCE 7-05 Table 12.2-1 Maximum Height = 12 feet Number of Stories = 1 Fa = 1.01 ASCE 7-05 Table 11.4-1 Fv = 1.53 ASCE 7-05 Table 11.4-2 SMS ~ 1.242 ASCE 7-05 Eq 11.4-1 SMI -0.716 ASCE 7-05 Eq 11.4-2 SDS -0.828 ASCE 7-05 Eq 11.4-3 SDI -0.477 ASCE 7-05 Eq 11.4-4 Short Period Seismic Design Category = D ASCE 7-05 Table 11.6-1 1 Sec Period Seismic Design Category = D ASCE 7-05 Table 11.6-2 Use Category: D Cu = 1.4 CT = 0.020 X = 0.75 ASCE 7-05 Table 12.8-2 Ta = 0.13 Sec ASCE 7-05 Eq 12.8-7 Ta = ~ Sec ASCE 7-05 Eq 12.8-8 USETa= 0.13 sec Vu = 0.159 xW (basic) Eq 12.8-2 Vu = 0.712 xW (Used) Eq 12.8-3 & 5 Vu = -xW (Not Used) Eq 12.8-4 & 5 Vu = ~ xW (for Si >= 0.6g only) Eq 12.8-6 Vu= 0.159 xW V = Vu/1.4= 0.1137 xW Bearing Wall Out-Of-Plane and Anciiorage Forces: Out-of-Plane Wall Forces F„u= 0.414 xW Fp=Fp,/1.4= 0.296 XW Anchorage Force for Concrete & Masonry Walls to a Flexible Diaphragm Fp=Fp,/1.4= 0.591 xW Fp„= 0.828 x W Minimum Anchorage Forces Fpumin= 414 plf Fp min Fpu / 1.4 • 296 plf WISEMAN+ROHY Structural Engineers SEISMIC BASE SHEAR (ASCE 7-05 11.4) December 2010(2009 IBC / 2010 CBC /ASCE 7-05. Sup #1 & 2) PROJECT: REG El Camino Real LOCATION: Braced Walls JOB NO: 13-036 9/22/2013 15:58:45 2009 IBC SEISMIC EQUATIONS Base Sliear: Occupancy Category = iii Importance Factor (lg) = 1.25 Site Class = D TL= 8 Ss= 1.234 Sl = 0.467 2009 IBC Table 1604.5 (i.ii.iii.or iv) ASCE 7-05 Table 11.5-1 (From Soils Engineer or 'D' if not known) sec g g ASCE 7-05 Figure 22-15 O steel Moment Frame O Ojncrete Moment Frame O Eccentrically Braced Steel Frame ® All Other Structural Systems R = 3,25 ASCE 7-05 Table 12.2-1 Maximum Height = 12 feet Number of Stories = 1 Fa = 1.01 ASCE 7-05 Table 11.4-1 Fv = 1.53 ASCE 7-05 Table 11.4-2 SMS -1.242 ASCE 7-05 Eq 11.4-1 SMI ~ 0.716 ASCE 7-05 Eq 11.4-2 SDS = 0.828 ASCE 7-05 Eq 11.4-3 SDI -0.477 ASCE 7-05 Eq 11.4-4 Short Period Seismic Design Category = D ASCE 7-05 Table 11.6-1 1 Sec Period Seismic Design Category = D ASCE 7-05 Table 11.6-2 Use Category: D Cu = 1.4 CT = 0.020 X = 0.75 ASCE 7-05 Table 12.8-2 Ta = 0.13 Sec ASCE 7-05 Eq 12.8-7 Ta = ~ Sec ASCE 7-05 Eq 12.8-8 USET,= 0.13 sec Vu = 0.318 xW (basic) Eq 12.8-2 Vu = 1.424 xW (Used) Eq 12.8-3 & 5 Vu = ~ xW (Not Used) Eq 12.8-4 & 5 Vu = ~ xW (for Si >= 0.6g only) Eq 12.8-6 Vu= 0.318 xW V = V„/1.4= 0.2275 xW Bearing Wall Out-Of-Plane and Anchorage Forces: Out-of-Plane Wall Forces Fpu= 0.414 xW Anchorage Force for Concrete & Masonry Walls to a Flexible Diaphragm Fpu= 0.828 xW Fp=Fpu/1.4= 0.591 xW Minimum Anchorage Forces Fpumin= 414 plf Fpmin = Fpu/1.4 = 296 plf EVALUATION REPORT Sure-Board® Series 200 and 200W Structural Panels Installed on Cold-Formed Steel or Wood Framed Shear Walls 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes 2009 Intemational Building Code® (IBC) 2009 Intemational Residential Code® (IRC) 1.2 Evaluated in accordance with • EC 003-2009 1.3 Properties evaluated • Structural 2.0 DESCRIPTION 2.1 General Sure-Board® Series 200 and 200W Structural Panels are panels attached to Cold-Formed Steel or Wood framing for shear wall applications within the Seismic Force-Resisting System per item A. 13 in Table 12.2-1 of ASCE 7-05. The panels are directly applied to the studs at interior and exterior shear walls and are limited to applications where there is no continuous direct exposure to the weather or damp environments other than during construction. Construction exposure not to exceed gypsum manufacturer recommendations or must be protected during construction from direct moisture exposure to gypsum. In areas that may be exposed to possible moisture intrusion, water Report Numben 0126 Issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 resistant sheathing is required. Sure-Board® products may be installed as specified by the registered design professional on non-combustible and combustible assemblies as permitted by the model codes In all Seismic Design Categories. The structural panels are an alternative to Cold- Formed Steel or Wood stud/shear wall systems described in Section 2210.6 of the 2009 International Building Code (IBC) / Chapter 23 for Wood of the 2009 International Building Code (IBC) and ASCE/SEI 7-05. The structural panels may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the 2009 International Residential Code (IRC). 2.2 Materials 2.2.1 Sure-Board® Series 200 and 200W Structural Panels: Sure-Board® Series 200 Structural Panels consist of 1/2 to 3/4-inch thick (12.7 to 19.0 mm), tapered or square-edged, non- rated or Type "X" fire rated gypsum wallboard complying with ASTM C 1396, C1278 and C1177 laminated with water-soluble adhesive to sheet steel. The sheet steel is No. 22 gage (0.027 inch / 0.686 mm) minimum base-metal thickness complying with ASTM A 653 CS, Grade 33 minimum, and is provided with a G40 hot-dipped galvanized coating conforming to ASTM A 924. Available in widths of 48 inches (1219 mm) and standard lengths of 8, 9, 10 and 12 feet (2438, 2743, 3048 and 3658 mm). Sure-Board® Series 200W Structural Panels consist of 1/8° (3.2mm) thick Medium Density Fiberboard (MDF) panels or equal non- combustible square edged sheet complying with ANSI A208.2, laminated with a water-soluble adhesive to sheet steel. The sheet steel is No.22 gage (0.027 inch / 0.686 mm) minimum base- metal thickness complying with ASTM A 653 CS, Grade 33 minimum, and is provided with a G40 hot-dipped galvanized coating conforming to ASTM A 924. Available in widths of 48 inches (1219 mm) and standard lengths of 8, 9, 10 and 12 feet (2438, 2743, 3048 and 3658 mm) and the standard lengths may be pre-cut by request. Page 1 of 9 Copyright © 2011 by Intemational Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States of America. No part of this publication may be reproduced, stored in an electronic retrieval system, or transmitted, in any fonn or by any means, electronic, mechanical, photocopying, recording, or othenvise, without the prior written pemnissionof the publisher.Ph: 1-877-4IESRPT • Fax: 909.472.4171 - Web: www.iapnioes.orQ • 5001 East Philadelphia Street • Ontario, Caiifomla 91761-2816 - USA 1 EVALUATION REPORT iMMO Report Numben 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 2.2.2 Fasteners a. ) The fasteners used for attaching the Sure- Board® Series 200 Structural Panels to steel framing are self-drilling/self tapping/#2 pilot point bugle head screws. No. 8 minimum diameter 0.138 inch (3.5mm), with a minimum 0.3145 inch (8.0 mm) head diameter and 1.25 inch (31.7 mm) minimum length, complying with SAE J78 and ASTM C 954. b. ) The fasteners used for attaching the Sure- Board® Series 200W Structural Panels to steel framing are No.10 minimum diameter 0.19 inch (4.83mm), with a minimum 0.3145 inch (8.0 mm ) diameter pan head and 0.75 inch (19.0mm) minimum length screw, complying with SAE J78 and ASTM C954. c. ) The fasteners used for attaching Sure-Board® Series 200/200W Structural Panels to steel framing can also include pneumatic pins per cyclic test data for specific assemblies listed in Table 6 of this report. Manufacturers of pneumatic pins shall maintain approvals for tested products to qualify for tested assemblies in this report. The manufacturer is limited to Aero Smith Inc. d. ) The fasteners used for attaching the Sure- Board® Series 200W Structural Panels to wood framing are smooth shank lOd plywood nail (2.25 inch X 0.148 minimum) e. ) Sure-Board® Series 200 Structural Panels are attached to wood framing with #8X2 inch minimum drywall wood screws. 2.2.3 Framing Steel Framing: In this report, for steel framing members refer to the following gage reference numbers, minimum design base-metal thicknesses: No. 14 gage : 0.071 inch (1.81mm) No. 16 gage : 0.054 inch (1.37 mm) No. 18 gage : 0.043 inch (1.09 mm) No. 20 gage : 0.033 inch (0.84 mm) Steel studs for shear walls are C-shaped, with a minimum depth of 3 inches (89mm) and a minimum flange width of 1 5/8 inches (41mm) , with a 3/8-inch (9.5 mm) return lip for C-shaped stud. Tracks shall be a minimum of 3 inches (89mm) wide, with minimum 1%-inch (31.7 mm) flanges. No. 14 and No. 16 gage steel members must comply with ASTM A 653 CS Grade 50, with minimum yield and tensile strengths of 50 ksi (340 MPa) and 65 ksi (450 MPa), respectively. The No.18 and No.20 gage members must comply with ASTM A 653 CS Grade 33, with minimum yield and tensile strengths of 33 ksi (230 MPa) and 45 ksi (310 MPa), respectively. Structural design shall be performed by the design professional of record in accordance with Section 2210.6 of the 2009 IBC, Section R301.1.3 ofthe 2009 IRC, 2007 AISI, and ASCE/SEI 7-05. Collector post at each end of shear wall to be minimum double stud and same gage as framing material (unless required by this report to be heavier gage as tested.) Actual collectors may be increased to larger or heavier gage element. This is to be determined by the licensed design professional of record. Wood Framing: Minimum framing members are to be stud and construction grade Douglas Fir (D.F.) or equal with a Specific Gravity (S.G.) of 0.49, conforming to Chapter 23 of the 2009 IBC and 2009 IRC. Minimum framing members for shear walls shall be nominal 2X4 stud grade D.F. or equal. End Posts for shear walls shall be minimum 4X4 #1 grade (D.F.) or equal. Sill Plates for shear walls shall be minimum 2X4 Stand/Btr (D.F.) or equal. Sill Plates for 2 sided shear walls shall be minimum 2X4 Timberstrand®, 3X4 pressure treated D.F., or equal. Fire Treated framing material has been tested with Sure-Board® panels. All stated load capacities in Tables 4 and 5 will remain as stated in report. 2.3 Shear Wall Design The Nominal (Vn) and Allowable Stress Design (Vasd) shear values for wind and earthquake forces are shown in tables 1, IA, 2, 3, 4, 5, and 6 with associated deflections for shear walls using Sure-Board® Series 200 and 200W Structural Page 2 of 9 EVALUATION REPORT MMNO Report Numben 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 Panels attached to Cold-Formed Steel or Wood studs. Nominal shear values shall be multiplied by the appropriate strength reduction factor to determine LRFD design strength in accordance with footnote 4 of tables 1,1 A, 2, 3, 4, 5, and 6 as set forth in Section 2210.6 or Chapter 23 of the IBC and R301.1.3 ofthe 2009 IRC. The maximum shear-wall height-to-width ratio is 2 %: 1. Panels must be fastened in accordance with footnote 2 of tables 1, IA, 2, 3, 4, 5, and 6. Design of shear wall connections, such as uplift hold-downs, shear to base anchorage and shear transfer from horizontal elements are beyond the scope of this report and the licensed design professional of record must provide appropriate design and detailing to the building official. The collector design shall comply with the 2009 IBC or the 2009 IRC and to be sized to exceed the loads resisted by the shear wall. Cold-Formed Steel or Wood framing design for out-of-plane and axial loads shall comply with the 2009 IBC or 2009 IRC. For installation in Seismic Design Category C, D, E and F, additional requirements in Section 2210.6 and Chapter 23 of the 2009 IBC, or 2009 IRC, 2007 AISI, and ASCE/SEI 7-05 apply. 2.4 Installation 2.4.1 Steel Framing: Installation must be in accordance with this report and the manufacturer's published Installation and Cutting Sure-Board® Series 200 instructions. Field repair of Sure- Board® Series 200 panels with surface damaged gypsum wallboard may be accomplished following Section 3 of Installation and Cutting Sure- Board® Series 200, available from the manufacturer upon request or online at www.sufeboard.com. Sure-Board® Series 200 and 200W Structural Panels are placed with the long dimension parallel or perpendicular to stud framing. The steel face must be in contact with the framing. All panel edges, top and bottom must be fully blocked by framing studs, track, blocking, or flat strap of the same gage as the framing material and include an end collector element to be determined by the Design Professional and the Engineer of Record using the current version of the 2009 IBC, 2009 IRC, and the 2007 AISI and the ASCE/SEI 7-05 seismic provisions. Minimum required collector elements are defined in Section 2.2.3, of this report, and are required at both shear wall ends. Maximum stud spacing shall not exceed 24 inches (610 mm) on center. Screws attaching panels are installed in one operation through the panels into the framing. Screws or pneumatic pin heads are required to be located 3/8 inch minimum from panel edges. Screw heads will be driven flush with surface. Screws must penetrate at least three exposed threads into framing members. A minimum panel size of 24 inch by 96 inch is acceptable, provided all perimeter edges are fastened to framing members at the required spacing. All panels may be fastened at panel joint stud without staggering the fasteners at each panel. No panels may be lapped over another at these lap joint studs. Joint spacing between panels can be 0 inch to 1/8 inch. Top and Bottom track gap to floor or ceiling is not limited except that panels must have at least 1 inch minimum track leg height behind panel edge, without adding additional backing for fasteners. The designed fastener spacing is to apply to each panel edge. No panel edges can be lapped and attached with a single row of fasteners. Holes cut in Sure-Board® panels must follow the recommended literature supplied by manu^cturer and recommendations of tlie Design Professional and the Engineer of Record. 2.4.2 Wood Framing: Installation must be in accordance with this report and the manufacturer's published installation instructions. Field repair of Sure-Board® Series 200 panels with surface damaged gypsum wallboard may be accomplished following Section 3 of Installation and Cutting Sure-Board® Series 200, available from the manufacturer upon request or online at www.sureboard.com. Sure-Board® Series 200W and 200 Structural Panels are placed with the long dimension parallel or perpendicular fo stud framing. The steel face must be in contact with the framing. All panel Page 3 of 9 EVALUATION REPORT ua>m Report Numben 0126 Issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 edges must be fully blocked by framing studs, blocking or plates. Maximum stud spacing as tested shall not exceed le'o.c. Nail and screw heads are required to be located 3/8 inch minimum from panel edges. Nail and screw heads will be installed flush with surface of MDF, non- combustible sheathing or gypsum wallboard to accommodate application of finish material where required. A minimum panel size of 24 inch by 96 inch is acceptable provided all perimeter edges are fastened to framing members at the required spacing. All panels may be fastened at panel joint stud without staggering the fasteners at each panel. No panels may be lapped over another at these lap joint studs. Joint spacing between panels can be 0 inch to 1/8 inch. Top and Bottom plate gap to floor or ceiling is not limited except that panels must have at least 1 inch minimum plate thickness behind panel edge, without adding additional blocking for fasteners. The designed fastener spacing is to apply to each panel edge. No panel edges can be lapped and attached with a single row of fasteners. Holes in Sure-Board® panels must follow the recommended literature supplied by manufacturer and recommendations of the licensed design professional of record. 2.5 Identification The Sure-Board® Series 200 and 200W Structural Panels are identified by a label located on the top right and bottom left hand corners of the metal facing. The label notes the Intermat company name, product name and the evaluation report number (lAPMO ES ER-0126). 3.0 FINDINGS The Sure-Board® Series 200 and 200W Structural Panels, described in this report, comply with the codes listed in Section 1.1 of this report, subject to the following conditions: 3.1 Panels are manufactured, identified and installed in accordance with this report. 3.2 The Nominal (Vn) and Allowable Stress Design (Vasd) shear values for shear walls are limited to the values noted in Tables 1, IA, 2, 3, 4, 5, and 6. To determine the design strength values, the appropriate strength reduction factor, in accordance with Section 2210.6 or Chapter 23 of the IBC or Section R301.1.3 ofthe 2009 IRC must be applied. 3.3 Plans and calculations demonstrating compliance with codes listed in Section 1.1 and this report are submitted to the building official for approval. 3.4 Applied loads are adjusted in accordance with 2210.6 of the 2009 IBC or R301.1.3 of the 2009 IRC. Calculations shall demonstrate in addition to other requirements as stipulated by the building official, that the applied loads are less than the design loads described in the 2009 IBC, or 2009 IRC and this report. 3.5 All allowable load capacities attached to this report do not include 1.33 stress increase. The 1.33 increase for transient loads shall not be applied to allowable shear loads for these products. 3.6 The panels are produced at CEMCO, WARE INDUSTRIES, WELLBILT and INTERMAT facilities. 4.0 EVIDENCE SUBMITTED Data in accordance with the lAPMO ES Evaluation Criteria for the Testing and Analysis of Steel Sheet Sheathing for Wood and Cold Formed Steel Light Framed Structure Shear Walls (EC 003-2009) and an lAPMO approved quality control manual. Director of Evaluation Services Page 4 of 9 /o EVALUATION REPORT Report Numben 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 TABLE 1 - NOMINAL AND ALLOWABLE SHEAR RESISTANCE TO WIND OR SEISMIC FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200 STRUCTURAL PANELS ATTACHED TO UGHT GAGE STEEL C-STUDS AT 24" O.C. WITH SCREWS (pounds per foot)' STEEL FF^IWIING FASTENER SPACING AT PANEL EDGES INCHES ON CENTER ® Minimum Gage* 6 4 3 2 Minimum Gage* Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) 20 (0.033 inch) 1,085 434 0.21 1,545 618 0.21 1,730 692 0.24 1,915 766 0.26 20 (0.033 inch) 1,543 10 617 0.17 2,211 10 885 0.22 2,486 10 977 0.22 2,537 10 906 0.16 18 (0.043 inch) \ 1,405 \ L. 11 562 0.24 1,925 10 770 0.23 2,821 10 1,126 0.25 2,989 10 1,196 0.21 16 (0.054 incli) 1,697 678 0.25 2,306 922 0.25 2,957 10 1,092 0.26 3,647 10 1,253 0.28 14 (0.071 incli) — — 3,292 1,257 0.24 14 (0.071 incli) 2.Sided 'Fasteners 6" O.C. into intermediate framing — 4,635* 1,700 0.22 For SI: 1 inch = 25.4 mm, 1 lb/linear = 0.0146 N/mm. ' These values are for short-temi loads due to wind or earthquake. ^The screws are described in Section 2.2.2 and are installed in accordance with Section 2.4 of lAPMO ES ER-0126. ^ Tabulated values listed in tables are for panels applied to one side or two sides of a wall. ^fWjoad and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor <J) = (o.M^or Seismic / 0.60 for Wind. ^Section 2.2.3 in lAPMO ES ER-0126, describes minimum base metal thickness associated with gages. ^ All panel edges must be blocked. Panels can be installed vertically or horizontally. Fasteners must be spaced a maximum of 12 inches on center along intennediate framing members, except as noted in Table 1 above. 'Vn = Nominal Strength. ° Vasd = ASD Design Load. ®A Vasd= Deflection at Vasd design Load. Nominal strength is based on double c-stud collector to be designed using one gage thicker than the framing material used in shear wall. Page 5 of 9 // EVALUATION REPORT Report Numben 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 TABLE 1A - NOMINAL AND ALLOWABLE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200 STRUCTURAL PANELS ATTACHED TO LIGHT GAGE STEEL STEEL FRAMING FASTENER SPACING AT PANEL EDGES INCHES ON CENTER ^ Minimum Gage* 6 4 3 2 Minimum Gage* Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (Inch) Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) 14 (0.071 incli) 2-Sided 5,079 1,897 0.26 14 (0.071 incli) 2-Sided 5,079 1,897 0.26 For SI: 1 inch = 25.4 mm, 1 lb/linear = 0.0146 N/mm. ^ These values are for short-term loads due to wind or earthquake. 2 The SCTews are described in Section 2.2.2 and are installed in accordance with Secfion 2.4 of lAPMO ES ER-0126 3 Tabulated values listed in tables are for panels applied to one side or two sides of a wall. 4 For load and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor * = 0.55 for Seismic / 0.60 for Wind. 5 Section 2.2.3 in lAPMO ES ER-0126, describes minimum base metal thickness associated with gages. ^ All panel edges must be blocked. Panels are installed vertically or horizontally. Fasteners must be spaced a maximum of 12 inches on center along intermediate framing members. ^ Vn = Nominal Strength. ' Vasd = ASD Design Load. ^ A Vasd = Deflection at Vasd design Load. TABLE 2 - NOMINAL AND ALLOWABLE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SUREBOARD® SERIES 200W STRUCTURAL PANELS ATTACHED TO LIGHT GAGE STEEL C-STUDS AT 16" O.C. WITH #10 SCREWS (pounds per ftxat)' STEEL FRAMING #10 SCREW SPACING AT PANEL EDGES AND FIELD 2/6, INCHES ON CENTER ^ Vn Vasd AVasd Minimum Gage^ 2,3,4,7 2,3,8 9 (plf) (plf) (inch) 18-Ga. (0.043 in.) 2,168 703 0.14 16-Ga. (0.054 In.) 2,704 923 0.18 14-Ga. (0.071 in.) 2,755 934 0.15 14-Ga. (0.071 in.) 2 Sided 5,091 1,922 0.29 For SI: 1 inch = 25.4 mm, 1 plf = 0.0146 N/mm. ^ These values are for short term loads due to wind or earthquake ^ The screws as described in Section 2.2.2 and installed in accordance with Section 2.4 of lAPMO ES ER-0126 3 Tabulated values listed In tables are for panels applied to one side or two sides of a wall. 4 For load and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor d> = 0.55 for Seismic / 0.60 for Wind. * Section 2.2.3 in evaluation report lAPMO ES ER-0126, describes minimum base metal thickness associated with gages. All panel edges must be blocked. Panels are installed vertically or horizontally. Fasteners must be spaced a minimum of 6 inches on center along intermediate framing members. Vn = Nominal Strength. ^ Vasd = ASD Design Load. g A Vasd = Deflection at Vasd design Load. Page 6 of 9 EVALUATION REPORT^; Report Number: 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 TABLE 3 - NOMINAL AND ALLOWABLE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SUREBOARD® SERIES 200W STRUCTURAL PANELS ATTACHED TO LIGHT GAGE STEEL C-STUDS AT 24" O.C. WITH #10 SCREWS (pounds per foot) ^ STEEL FRAMING #10 SCREW SPACING AT PANEL EDGES AND FIELD 2/6, INCHES ON CENTER ^ Minimum Gage° Vn 2,3,4,7 (plf) Vasd 2,3,8 (plf) AVasd 9 (inch) 20-Ga. (0.033 in.) 1,518 505 0.11 18-Ga. (0.043 in.) 1,791 631 0.12 For SI: 1 inch = 25.4 mm, 1 plf = 0.0146 N/mm. Vhese values are for short term loads due to wind or earthquake ^The screws as described in Section 2.2.2 and installed in accordance with Section 2.4 of lAPMO ES ER-0126. 3 Tabulated values listed In tables are for panels applied to one side or two sides of a wall. 4 For load and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor * = 0.55 for Seismic / 0.60 for Wind. ^Section 2.2.3 in evaluation report lAPMO ES ER-0126, describes minimum base metal thickness associated with gages. All panel edges must be blocked. Panels are installed vertically or horizontally. Fasteners must be spaced a minimum of 6 inches on center along intennediate framing members. Vn = Nominal Strength. Vasd = ASD Design Load. 9 A Vasd= Deflection at Vasd design Load. TABLE 4 - NOMINAL AND ALLOWABLE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200W STRUCTURAL PANELS ATTACHED TO DF STUDS AT 16" FRAMING lOd (2.25"min X .148) NAIL SPACING AT PANEL EDGES AND FIELD, INCHES ON CENTER^ Stud: 2x4 stud grade DF End post 4x4 No. 1 grade DF *4x6No. IgradeDF Sil and top plate: 2x4 standard grade DF 4/6 2/6 2/6 Two Sided' 3/6 Stud: 2x4 stud grade DF End post 4x4 No. 1 grade DF *4x6No. IgradeDF Sil and top plate: 2x4 standard grade DF Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (Inch) Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Stud: 2x4 stud grade DF End post 4x4 No. 1 grade DF *4x6No. IgradeDF Sil and top plate: 2x4 standard grade DF 1,453 583 0.18 2,357 950 0.23 4,884 1,827 0.24 — For SI: 1 inch = 25.4 mm, 1 plf = 0.0146 N/mm. ' These values are for short term loads due to wind or earthquake ^The nails are described in Section 2.2.2 and are installed in accordance with Section 2.4 in lAPMO ES ER-0126. ^ All panel edges must be blocked. Panels are installed vertically or horizontally. Fasteners must be spaced a minimum of 6 inches on center along field framing members. ^ For load and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor * = 0.55 for Seismic / 0.60 for Wind. ' Tabulated values listed in tables are for panels applied to one side or two sides of a wall. ^ Vn = Nominal Strength. ^ Vasd = ASD Design Load. ' Vasd = Deflection at Vasd design Load. Page 7 of 9 Report Number: 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 TABLE 5 - NOMINAL AND MJ.OW;^LE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200 STRUCTURAL PANELS ATTACHED TO DF STUDS AT 16" O.C. FRAMING #8 X 2" SCREW SPACING AT PANEL EDGES AND FIELD, INCHES ON CENTER ^ Stud: 2x4 stud grade DF End post 4x4No. 1 grade DF Sai and top plate: 2x4standaFd grade DF 2/12 Stud: 2x4 stud grade DF End post 4x4No. 1 grade DF Sai and top plate: 2x4standaFd grade DF Vn 2,3^5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Vn 2,3,4,5,6 (plf) Vasd 2,3,5,7 (plf) AVasd 8 (inch) Stud: 2x4 stud grade DF End post 4x4No. 1 grade DF Sai and top plate: 2x4standaFd grade DF — 2,332 847 0.20 — — For SI: 1 inch = 25.4 mm, 1 pit = 0.0146 N/mm. These values are for short term loads due to wind or earthquake ^ The nails or screws are described in Section 2.2.2 and are installed in accordance with Section 2.4 in lAPMO ES ER-0126. 3 All panel edges must tie blocked or backed. Panels are installed vertically or horizontally. Fasteners must be spaced a minimum of 12 inches on center along field framing members. 4 For load and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor * = 0.55 for Seismic / 0.60 for Wind. ^ Tabulated values listed in tables are for panels applied to one side or two sides of a wall. ^ Vn = Nominal Strength. 84 Vasd = ASD Design Load. Vasd = Deflection at Vasd design Load. Page 8 of 9 EVALUATION REPORT ^ Report Numben 0126 Issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 TABLE 6 - NOMINAL AND ALLOWABLE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200 / SERIES 200W STRUCTURAL PANELS ATTACHED TO LIGHT GAGE STEEL C-STUDS AT 16" O.C. WITH COMBINED SCREWS AND PNEUMATIC PINS MANUFACTURED BY AEROSMITH INC. FRAMING SCREW / SCREW / PIN SPACING AT PANEL EDGES AND FIELD INCHES ON CENTER^ 18gage^ 3 5/8" C-stud @ 16" O.C. 2/12/2'° 18 gage 5/8" D/G 2/12/2^° 16 gage 5/8" D/G 2/12/2" 18 gage 74" M/B 2/12/2" 16 gage'74" M/B 18gage^ 3 5/8" C-stud @ 16" O.C. Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) 16 gage ° 3 5/8" C-stud @ 16" O.C. Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) Vn 2,3,4,5,7 (plf) Vasd 2,3,5,8 (plf) AVasd 9 (inch) 16 gage ° 3 5/8" C-stud @ 16" O.C. 2,449 975 0.21 2,825 1,100 0.24 2,201 811 0.17 2,495 932 0.19 For SI: 1 inch = 25.4 mm, 1 plf = 0.0146 N/mm. ' These values are tor short term loads due to wind or earthquake 2 The pins and screws are described in Section 2.2.2 and are installed in accordance with Section 2.4 in lAPMO ES ER-0126. 3 All panel edges must be blocked. Panels are installed vertically or horizontally. Fasteners must be spaced a minimum of 12 inches on center along field framing members. 4 For load and resistance factor design (LRFD) loads, the tabulated Vn load values must be multiplied by the resistance factor * = 0.55 for Seismic / 0.60 for Wind. ^ Tabulated values listed in tables are for panels applied to one side or two sides of a wall. ^ Section 2.2.3 in evaluation report lAPMO ES ER-0126, describes minimum base metal thickness associated with gages. 8 Vn = Nominal Strength. Vasd = ASD Design Load. A Vasd = Deflection at Vasd design Load. 10 Fastener Schedule: g A) All top/bottom track screwed only with: #8x1%" self tapping screvre at 2"o.c. B) #8 x 1 %" self tapping screws at 12"o.c. at all vertical studs/posts C) 1 %"x 0.100-in knurled shank for DensGlass Gold (D/G) and 1 3/8"x 0.100-in for Magnesium oxide Board MgO (M/B) both at 2"o.c. between screws.(Designation for fasteners A) =2"o.c. B) = 12"o.c. C) = 2"o.c.) Page 9 of 9 I I EVALUATION REPORT liMiia SUPPLEMENT CODE SUPPLEMENT to ER-0126 DIVISION: 05-METALS Section: 05160-Metal Framing Systems REPORT HOLDER: INTERMAT 2045 PLACENTIA AVENUE COSTA MESA, CALIFORNIA 92627 www.sureboard.com support(5)sureboard.com EVALUATION SUBJECT: SURE-BOARD® SERIES 200 AND 200W PANELS USED AS STRUCTURAL SHEATHING ON COLD-FORMED STEEL OR WOOD FRAMED SHEAR WALLS 1.2 Compliance with the following codes: • 2010 California Building Code® (CBC) ADDITIONAL REQUIREMENTS: 2.0 USES The structural panels are an alternative to Cold- Formed Steel or Wood stud/shear wall systems described in Section 2210 of the 2010 California Building Code (CBC). 3.0 FRAMING: Steel Framing: Structural design shall be performed by the design professional of record in accordance with Section 2210 of the 2010 CBC. Wood Framing: Minimum framing members are to conform to Chapter 23 ofthe 2010 CBC. 4.0 DESIGN AND INSTALLATION 4.1 Shear Wall Design: The Nominal (Vn) and Allowable Stress Design (Vasd) shear values for wind and earthquake forces are shown in tables 1, 1A, 2, 3, 4, 5, and 6 with associated deflections for shear walls using Sure-Board® Series 200 and Report Number: 0126 Issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 200W Structural Panels attached to Cold-Formed Steel or Wood studs. Nominal shear values shall be multiplied by the appropriate strength reduction factor to determine LRFD design strength in accordance with footnote 4 of tables 1, IA, 2, 3, 4, 5, and 6 as set forth in Section 2210.6 or Chapter 23 ofthe IBC and R301.1.3 ofthe 2009 IRC. The collector design shall comply with the 2010 CBC and sized to exceed the loads resisted by the shear wall. Cold-Formed Steel or Wood framing design for out-of-plane and axial loads shall comply with the 2010 CBC. For installation in Seismic Design Category C, D, E and F, additional requirements in Section 2210 ofthe 2010 CBC. 4.2 Installation: 4.2.1 Steel/Wood Framing: Sure-Board® Series 200 and 200W Structural Panels are placed with the long dimension parallel or perpendicular to stud framing. The steel face must be in contact with the framing. All panel edges, top and bottom must be fully blocked by framing studs, track, blocking, or flat strap of the same gage as the framing material and include an end collector element to be determined by the Design Professional and the Engineer of Record using the current version ofthe 2010 CBC. 5.0 CONDITIONS OF USE The Sure-Board® Series 200 and 200W Structural Panels, described in this report, comply with the codes listed in Section 1.2 of this supplement, subject to the following conditions: 5.2 The Nominal (Vn) and Allowable Stress Design (Vasd) shear values for wind and earthquake forces are shown in tables 1, IA, 2, 3, 4, 5, and 6. To determine the strength design values, the appropriate strength reduction factor, in accordance with Section 2210 of the 2010 CBC must be applied. Page l of 2 EVALUATION REPORT Q Report Numben 0126 issued: 1/2010 Expires: 2/2012 Revised: 02/08/2011 5.3 Applied loads are adjusted in accordance with 2210.6 of the 2010 CBC. Calculations shall demonstrate in addition to other requirements as stipulated by the building official, that the applied loads are less than the design loads described in 2010 CBC and this report. 6.0 SUBSTANTIATING DATA Data in accordance with the lAPMO ES Evaluation Criteria for the Testing and Analysis of Steel Sheet Sheathing for Wood and Cold Formed Steel Light Framed Structure Shear Walls (EC 003-2009) and an lAPMO approved quality control manual. Page 2 of 2 I WISEMAN + ROHY STRUaURAL ENGINEERS ' ' BY DATI PROJEa SHEET NO. OF JOB NO. SureBoard Bearing Wall Analysis (LRFD) Tier DL (psf)= 48 Seis Coeff. (Strgth)= 0.159 Seis Mass (#)= 60 Max Bay Width (ft)= 7.25 Min Bay Width (ft)= 6.75 Trib Wall Total Tier Shearwall Equivalent Wall Shear Uplift Aud# Bays Width (ft) Width (ft) Tier Ht. (ft) (plf) Mot(ft-#) M,(ft-#) (#) 1 2.5 12 11 7 189 14525 17642 -283 2 2.5 12 12 7 173 14525 20995 -539 3 2.5 13 13 5 173 11239 24640 -1031 4 2.5 17 13 6 226 17637 24640 -539 5 2.5 12 12 5 173 10375 20995 -885 6 2.5 12 12 5 173 10375 20995 -885 7 1.5 12 8 8.5 156 10582 9331 156 8 2.5 16 12 8.5 231 23516 20995 210 9 3 13 13 7.5 207 20231 24640 -339 10 3 17 17 7.5 207 26456 42136 -922 11 2.5 8 8 5.5 173 7608 9331 -215 12 2.5 12 12 6 173 12450 20995 -712 Notes: 1) Spreadsheet is strength design level forces 2) Negative uplift value indicates no net uplift 0^ Wiuu ^G)S6£ r ^1 WISEMAN + ROHY STRUaURAL ENGINEERS BY SHEET NO. OF JOB NO. n-&^4> V \(J rP? / 0^ ok ! u C f UV^-P "TA-yg uAtrl) 4 Metal Stud Seating Front Wall Seismic Coeff 0.114 (ASD) SDS 0.828 Seismic Load 60 psf Metal Stud Seating Seismic Load 68 psf Cone over Foam Seismic Load 6.84 psf (ASD) Seismic Load 7.75 psf (ASD) Seating Data: Width of Upper Seating Tier (ft)= 0 Width of Lower Seating Tier (ft)= 3.83 Metal Stud Seating DL (psf)= 48 Wall DL (psf)= 4 Aud.# Wall Height, H(ft) Totai Number of lUetai Stud Bearing Wall Bays Approx. Bearing Wall Bay Width (ft) (2) Number of Shearwall Bays Total Shearwall Length (ft) Aud Length (ft) Trib Width mtl stud sect (ft) Wall Lateral Load from IMtl Stud Sect (lbs,ASD) Trib width Foam Sect (ft) (3) Wall Lateral Load from Foam Sect (ibs,ASD) Total Wall Lateral Load (lbs,ASD) Load Application Ht at It/Iti Stud Seating (ft) Load Application Ht at Foam Seating (ft) Net Uplift (Ibs) (vm Wall dist shear (lbs/ft,ASD) v=P/L 1 9.00 5.00 7.00 4.00 28.0 37 6.00 1518 7.00 2008 3526 9.00 7.00 -165 126 2 5.16 7.00 7.14 3.00 21.4 52 5.75 2045 7.00 2822 4867 5.16 3.00 116 227 3 3.00 5.00 7.00 2.00 14.0 37 7.00 1772 4.00 1147 2919 3.00 1.00 -124 208 4 6.75 5.00 7.00 4.00 28.0 37 9.00 2278 4.00 1147 3425 6.75 4.50 -432 122 5 3.00 5.00 7.00 2.00 14.0 37 6.00 1518 5.00 1434 2953 3.00 1.00 -172 211 6 3.00 5.00 7.00 2.00 14.0 37 6.00 1518 5.00 1434 2953 3.00 1.00 -172 211 7 7.00 5.00 7.00 3.00 21.0 37 6.00 1518 5.00 1434 2953 7.00 5.00 26 141 8 7.00 5.00 7.00 4.00 28.0 37 11.00 2784 5.00 1434 4218 7.00 5.00 -136 151 9 6.00 6.00 7.00 3.00 21.0 44 7.00 2107 4.00 1364 3471 6.00 4.00 76 165 10 6.00 6.00 7.00 4.00 28.0 44 9.00 2709 4.00 1364 4073 6.00 4.00 -343 145 11 3.75 7.00 6.86 3.00 20.6 50 4.00 1368 7.00 2713 4081 3.75 2.50 -228 198 12 8.00 7.00 6.86 4.00 27.4 50 6.00 2052 6.00 2326 4378 8.00 6.00 71 160 Notes: 1) Based on Strength Load Case Equation 7, ASCE 7-05 Section 2.3.2. Negative indicates no net uplift. 2) Value needs to be less than 7'-6" based on metal deck max unshored span. 3) Trib area from lower seating is 25% of total length of seating 4) Front Wall: Up to 120# of uplift is considered acceptable due to resistance provided by connection to lower seating slab that is not considered in calculated Mr Resisting Moment Calculation: Aud #1 Bearing Upper Tier Lower Tier Upper Lower Wall Self Wall Point Resisting Resisting Tier Tier Wt Total Load Moment Moment Resisting Resisting Resisting Resisting hearwall Application Point Load Point Load Moment Moment Moment Moment Bay# Dist. (ft) (#) (#) (ft-#) (ft-#) (ft^) (ft-#) 1 7.00 0 643 0 4504 2 14.00 0 643 0 9008 3 21.00 0 643 0 13512 4 28.00 0 643 0 18016 5 35.00 0 0 0 0 Sums= 0 45041 14112 59153 Aud #2 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Total Load Moment Moment Upper Tier Lower Tier Wall Self Wt Resisting Shearwall Application Point Load Point Load Resisting Resisting Resisting Moment (ft- Bay # Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) #) 1 7.14 0 657 0 4690 2 14.29 0 657 0 9380 3 21.43 0 657 0 14069 4 28.57 0 0 0 0 5 35.71 0 0 0 0 Sums= 0 28139 4739 32878 Aud #3 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Shearwall Application Point Load Point Load Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) 1 7.00 0 643 0 4504 2 14.00 0 643 0 9008 3 21.00 0 0 0 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 0 13512 Wall Self Wt Resisting Total Resisting 1176 14688 Aud #4 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall Self Wt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 7.00 0 643 0 4504 2 14.00 0 643 0 9008 3 21.00 0 643 0 13512 4 28.00 0 643 0 18016 5 35.00 0 0 0 0 Sums= 0 45041 10584 55625 Aud #5 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Total Load Moment Moment Upper Tier Lower Tier Wall SelfWt Resisting arwall Application Point Load Point Load Resisting Resisting Resisting Moment (ft ay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft^) Moment (ft-#) #) 1 7.00 0 643 0 4504 2 14.00 0 643 0 9008 3 21.00 0 0 0 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 0 13512 1176 14688 Aud #6 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Shearwall Application Point Load Point Load Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) 1 7.00 0 643 0 4504 2 14.00 0 643 0 9008 3 21.00 0 0 0 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 0 13512 Wall Self Wt Resisting Total Resisting 1176 14688 Aud #7 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall SelfWt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay # Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 7.00 0 643 2 14.00 0 643 3 21.00 0 643 4 28.00 0 0 5 35.00 0 0 Sums= 0 27024 6174 33198 0 4504 0 9008 0 13512 0 0 0 0 0 27024 \1 Aud #8 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Shearwall Application Point Load Point Load (#) Bay# 1 2 3 4 5 Dist. (ft) 7.00 14.00 21.00 28.00 35.00 (#) 0 0 0 0 0 Upper Tier Lower Tier Wall Self Wt Resisting Resisting Resisting Total Resisting Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 643 643 643 643 0 Sums= 0 4504 0 9008 0 13512 0 18016 0 0 0 45041 10976 56017 Aud #9 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Shearwall Application Point Load Point Load (#) Bay# 1 2 3 4 5 Dist. (ft) 7.00 14.00 21.00 28.00 35.00 (#) 0 0 0 0 0 643 643 643 0 0 Sums= Upper Tier Resisting Moment (ft-#) Lower Tier Resisting Moment (ft-#) Wall Self Wt Total Resisting Resisting Moment (ft-#) Moment (ft-#) 0 4504 0 9008 0 13512 0 0 0 0 0 27024 5292 32316 Aud #10 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall SelfWt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 7.00 0 643 0 4504 2 14.00 0 643 0 9008 3 21.00 0 643 0 13512 4 28.00 0 643 0 18016 5 35.00 0 0 0 0 Sums= 0 45041 9408 54449 Aud #11 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Total Load Moment Moment Upper Tier Lower Tier Wall SelfWt Resisting Shearwall Application Point Load Point Load Resisting Resisting Resisting Moment (ft- Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) #) 1 6.86 0 630 2 13.71 0 630 3 20.57 0 630 4 27.43 0 0 5 34.29 0 0 Sums= 0 25933 3174 29107 0 4322 0 8644 0 12966 0 0 0 0 0 25933 Aud #12 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall SelfWt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay # Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 6.86 0 630 2 13.71 0 630 3 20.57 0 630 4 27.43 0 630 5 34.29 0 0 Sums= 0 43221 12037 55258 0 4322 0 8644 0 12966 0 17288 0 0 0 43221 Metal Stud Seating Rear Wall Seismic Coeff 0.114 (ASD) SDS 0.828 Seismic Load 60 psf Metal Stud Seating Seismic Load 68 psf Cone over Foam Seismic Load 6.84 psf (ASD) Seismic Load 7.75 psf (ASD) Seating Data: Width of Upper Seating Tier (ft)= 5.16 Width of Lower Seating Tier (ft)= 0 Metal Stud Seating DL (psf)= 48 Wall DL (psf)= 4 Aud. # Wall Height, H(ft) Total Number of Metal Stud Bearing Wall Bays Approx. Bearing Wall Bay Width (ft) (2) Number of Shearwall Bays Total Shearwall Length (ft) Aud Length (ft) Trib Width mtl stud sect (ft) Wall Lateral Load from Mtl Stud Sect (lbs,ASD) Trib width Foam Sect (ft) (3) Wall Lateral Load from Foam Sect (lbs,ASD) Total Wall Lateral Load (lbs,ASD) Load Application Ht at Mtl Stud Seating (ft) Load Application Ht at Foam Seating (ft) Net Uplift (Ibs) Wall dist shear (lbs/ft,ASD) v=P/L 1 8.50 5.00 7.00 3.00 21.0 37 6.00 1518 0.00 0 1518 8.50 0.00 -675 72 2 8.75 7.00 7.14 3.00 21.4 52 5.75 2045 0.00 0 2045 7.00 0.00 -639 95 3 6.50 5.00 7.00 3.00 21.0 37 7.00 1772 0.00 0 1772 6.50 0.00 -706 84 4 8.00 5.00 7.00 3.00 21.0 37 9.00 2278 0.00 0 2278 8.00 0.00 -305 108 5 6.50 5.00 7.00 2.00 14.0 37 6.00 1518 0.00 0 1518 6.50 0.00 -102 108 6 6.50 5.00 7.00 2.00 14.0 37 6.00 1518 0.00 0 1518 6.50 0.00 -102 108 7 6.50 5.00 7.00 2.00 14.0 37 6.00 1518 0.00 0 1518 6.50 0.00 -102 108 8 10.00 5.00 7.00 4.00 28.0 37 11.00 2784 0.00 0 2784 10.00 0.00 -611 99 9 9.50 6.00 7.00 3.00 21.0 44 7.00 2107 0.00 0 2107 9.50 0.00 -232 100 10 11.33 6.00 7.00 4.00 28.0 44 9.00 2709 0.00 0 2709 11.33 0.00 -523 97 11 6.33 7.00 6.86 2.00 13.7 50 4.00 1368 0.00 0 1368 6.33 0.00 -179 100 12 7.50 7.00 6.86 3.00 20.6 50 6.00 2052 0.00 0 2052 7.50 0.00 -427 100 Notes: 1) Based on Strength Load Case Equation 7, ASCE 7-05 Section 2.3.2. Negative indicates no net uplift. 2) Value needs to be less than 7'-6" based on metal deck max unshored span. Resisting Moment Calculation: Aud #1 Bearing Upper Tier Lower Tier Upper Lower Wall Self Wall Point Resisting Resisting Tier Tier Wt Total Load Moment Moment Resisting Resisting Resisting Resisting hearwall Application Point Load Point Load Moment Moment Moment Moment Bay# Dist. (ft) (#) (#) (ft-#) (ft-#) (ft-#) (ft-#) 1 7.00 867 0 6068 0 2 14.00 867 0 12136 0 3 21.00 867 0 18204 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 36409 0 7497 43906 Aud #2 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Total Load Moment Moment Upper Tier Lower Tier Wall Self Wt Resisting hearwall Application Point Load Point Load Resisting Resisting Resisting Moment (ft Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) #) 1 7.14 885 0 6318 0 2 14.29 885 0 12637 0 3 21.43 885 0 18955 0 4 28.57 0 0 0 0 5 35.71 0 0 0 0 Sums= 37910 0 8036 45946 Aud #3 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Shearwall Application Point Load Point Load Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) 1 7.00 867 0 6068 0 2 14.00 867 0 12136 0 3 21.00 867 0 18204 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 36409 0 Wall Self Wt Total Resisting Resisting Moment (ft-#) Moment (ft-#) 5733 42142 Aud #4 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall Self Wt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 7.00 867 0 6068 0 2 14.00 867 0 12136 0 3 21.00 867 0 18204 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 36409 0 7056 43465 Aud #5 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Shearwall Application Point Load Point Load Bay # Dist. (ft) 1 2 3 4 5 7.00 14.00 21.00 28.00 35.00 (#) 867 867 0 0 0 (#) 0 0 0 0 0 Sums= Upper Tier Resisting Moment (ft-#) 6068 12136 0 0 0 18204 Lower Tier Resisting Moment (ft-#) 0 0 0 0 0 0 Wall SelfWt Resisting Moment (ft-#) Total Resisting Moment (ft- #) 2548 20752 Aud #6 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Shearwall Application Point Load Point Load Bay # Dist. (ft) 1 2 3 4 5 7.00 14.00 21.00 28.00 35.00 (#) 867 867 0 0 0 (#) 0 0 0 0 0 Sums= Upper Tier Resisting Moment (ft-#) 6068 12136 0 0 0 18204 Lower Tier Resisting Moment (ft-#) 0 0 0 0 0 0 Wall SelfWt Total Resisting Resisting Moment (ft-#) Moment (ft-#) 2548 20752 Aud #7 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall SelfWt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay # Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-*) Moment (ft-#) Moment (ft-#) 1 7.00 867 0 6068 0 2 14.00 867 0 12136 0 3 21.00 0 0 0 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 18204 0 2548 20752 Aud #8 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Shearwall Application Point Load Point Load Bay# Dist. (ft) 1 2 3 4 5 7.00 14.00 21.00 28.00 35.00 (#) 867 867 867 867 0 (#) 0 0 0 0 0 Sums= Upper Tier Lower Tier Resisting Resisting Moment (ft-#) Moment (ft-#) 6068 12136 18204 24273 0 60682 0 0 0 0 0 0 Wall SelfWt Resisting Total Resisting Moment (ft-#) Moment (ft-#) 15680 76362 Aud #9 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall Self Wt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft^#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 7.00 867 0 6068 0 2 14.00 867 0 12136 0 3 21.00 867 0 18204 0 4 28.00 0 0 0 0 5 35.00 0 0 0 0 Sums= 36409 0 8379 44788 Aud #10 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall Self Wt Total Shearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 7.00 867 0 6068 0 2 14.00 867 0 12136 0 3 21.00 867 0 18204 0 4 28.00 867 0 24273 0 5 35.00 0 0 0 0 Sums= 60682 0 17765 78447 Aud #11 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Total Load Moment Moment Upper Tier Lower Tier Wall Self Wt Resisting Shearwall Application Point Load Point Load Resisting Resisting Resisting Moment (ft- Bay # Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) #) 1 6.86 849 0 5823 0 2 13.71 849 0 11646 0 3 20.57 0 0 0 0 4 27.43 0 0 0 0 5 34.29 0 0 0 0 Sums= 17469 0 2381 19850 Aud #12 Bearing Upper Tier Lower Tier Wall Point Resisting Resisting Load Moment Moment Upper Tier Lower Tier Wall SelfWt Total hearwall Application Point Load Point Load Resisting Resisting Resisting Resisting Bay# Dist. (ft) (#) (#) Moment (ft-#) Moment (ft-#) Moment (ft-#) Moment (ft-#) 1 6.86 849 0 5823 0 2 13.71 849 0 11646 0 3 20.57 849 0 17469 0 4 27.43 0 0 0 0 5 34.29 0 0 0 0 Sums= 34938 0 6348 41286 WISEMAN + ROHY STRUaURAL ENGINEERS ' ^ BY Bi) DATE ^/(^ PBOJEQ VB'O bL. Ch^'m SHEET NO. OF JOB NO. C r^S- - t7"'0. , \ i WISEMAN + ROHY STRUaURAL ENGINEERS V7 BY ^ PATE \fl [ PBOJEQ gG go ^ ^V^. i>Ma SHEn NO. JOB NO. OF vu^7^r C/4<^£ o&fsL I/J i4tc. ^ log , Pir www.hilti.us Profls Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E-Mail: Project: Sub-Project I Pos. No.: Date: 1 REG El Camino Track Anchors 10/30/2013 Specifier's comments: 1 input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. 0, D, E, or F) KWIK HUS-EZ (KH-EZ) 1/4 (1 5/8) hef= 1.180 in., h„om= 1-625 in. Carbon Steel ESR 3027 6/1/2012 I 12/1/2012 design method ACI 318 / ACI93 Bb = 0.000 in. (no stand-off); t = 0.125 in. Ix X ly X t = 2.000 in. x 2.000 in. x 0.125 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 3000, f^' = 3000 psi; h = 3.250 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar yes (D.3.3.6) Geometry [In.] & Loading [Ib, in.lb] 4 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hllti AG, FL-9494 Schaan Hllti is a registered Trademarl< of Hllti AG, Schaan www.hilti.us Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E-Mail: I Page: Project: Sub-Project I Pos. No,: Date: REG El Camino Track Anchors 10/30/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force 1 0 250 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] Shear force x Shear force y 250 3 Tension load steel Strength* Pullout strength* Concrete Breakout Strength** * anchor having the highest loading Load N„, [Ib] "N/A" N/A N/A Capacity [Ib] Utilization - N,„/^Nn Status N/A N/A N/A N/A N/A N/A N/A N/A N/A *anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for piausibil^! PROFIS Anchor (c) 2003-2009 Hllti AG, FL-9494 Schaan Hllti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub-Project I Pos. No.: Date: REG El Camino Track Anchors 10/30/2013 4 Shear load Load V„, [Ib] Capacity (^Vn [lb] Utilization py = Vua/^Vn Status steel strength* steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction ** * anchor having the highest loading 250 N/A 250 N/A 'anchor group (relevant anchors) 4.1 steel strength Vseis = ESR value ^ ^steel ^ Variables n refer to ICC-ES ESR 3027 ACI 318-08 Eq. (D-2) futa [psi] 1 Calculations VsaW 1393 Results Vsa [lb] 0.05 112540 1393 ijlsteel (jtnonductite 0.600 0.400 Vsa [lb] 334 334 N/A 251 N/A Vua [lb] 250 75 N/A 100 N/A OK N/A OK N/A 4.2 Pryout Strength 'A, Vcp - kcp [(A^) H'eO.N VCc.N Vcp.N ^bj <|) Vcp 5 Vua ANC see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANCO - 9 b|( v^„,N = 0.7 + 0 Vcp.N Nb (Ca.min 1.5hef\ < Q ^ac ^ac / = MAX = kc?, ^ac Ca( V4h:,= Variables hef [in.] ect.N [in ] ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) ec2,N [in.] ,[in.] 1 1.180 0.000 0.000 Cac [in ] fc [psi] 1.000 2.000 17 3000 Calculations ANC [in.^] ANCO [in.^] tyecl.N H)ec2,N >|/ed,N tt/cp.N Nb[ib] 12.53 Results Vcp [Ib] 1194 12.53 ({>concrete 0.700 1.000 0.750 1.000 ([tnonductlle 0.400 1.000 ^Vc, 251 1.000 1194 250 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hllti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan I I 11 7 www.hiiti.us Profis Anchor 2.3.3 Company: Page: 4 Specifier: Project: REG El Camino Address: Sub-Project I Pos. No,: Track Anchors Phone I Fax: | Date: 10/30/2013 E-Mail: 5 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The O factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 Appendix D, Part D.3.3.4 this m requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case. Part D.3.3.5 requires that the attachment that the anchor Is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5, the minimum design strength ofthe anchors shall be multiplied by a reduction factor per D.3.3.6. _ An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" • that may be applied in lieu of D.3.3 for applications involving "non-structural components" as defined in ASCE 7, Section 13.4.2. An altemative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "wall out-of-plane forces" as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10. B • It is the responsibility of the user when inputting values for brittle reduction factors ((|)nonductiie) different than those noted in ACI 318-08, Part D.3.3.6 to detennine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the governing building code. Selection of (j)nonductite = 1.0 as a means of satisfying ACI 318-08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318-08, Part D.3.3.3. Fastening meets the design criteria! I Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Coordinates Anchor in. Anchor x y 1 0.000 0.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hllti is a registered Trademark of HiHi AG, Schaan www.hilti.us Profis Anchor 2.3.3 Company: Specifier: Address; Phone I Fax: E-Mail: Page: Project: Sub-Project I Pos. No.: Date: REG El Camino Track Anchors 10/30/2013 6 Installation data Anchor plate, steel: - Profile: no profile; 0.000 x 0.000 x 0.000 in. Hole diameter in the fixture: df = 0.375 in. Plate thickness (input): 0.125 in. Recommended plate thickness: not calculated Anchor type and diameter: KWIK HUS-EZ (KH-EZ), 1/4 (1 5/8) Installation torque: 216.002 in.lb Hole diameter in the base material: 0.250 In. Hole depth in the base material: 2.019 in. Minimum thickness ofthe base material: 3.250 in. Cleaning: Manual cleaning ofthe drilled hole according to instructions for use is required. 1.000 1.000 1.000 1.000 Coordinates Anchor in. Anchor x 1 0.000 0.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hllti AG, FL-9494 Schaan Hllti is a registered Trademark of Hilti AG, Schaan www.hilti.us £3 Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub-Project I Pos. No.: Date: REG El Camino Track Anchors 10/30/2013 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hiltl's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor {c) 2003-2009 HINi AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Hilti. Outperform. Outlast. HILTI TECHNICAL BULLETIN September 16, 2013 Subject: Hilti KWIK HUS-EZ Screw Anchor for use in the Top of 2-1/2-inch Thick Normal Weight and Light Weight Concrete over Metal Deck The following bulletin is in regard to the use of the Hilti KWIK HUS-EZ (KH-EZ) screw anchor in the top side of normal weight and light weight concrete over metal deck applications. In general, the KH-EZ can be used in the top side of concrete over metal deck applications provided the thickness of the concrete above the top flute is greater than or equal to the minimum base material thickness (hmin) noted in ICC-ES ESR-3027, revised August, 2012. In this version of ESR-3027, the smallest value of hmin is 3-1/4- inches for the 1/4-inch diameter and 3/8-inch diameter KH-EZ with 1-5/8-inch nominal embedment. In order to accommodate thinner concrete over metal deck applications, Hilti has performed independent testing according to ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (ACI 93), for concrete that is 2-1/2-inches thick above the upper deck flute. Testing was done for the 1/4-inch and 3/8-inch diameter anchors with 1-5/8-inch nominal embedment. The results of the testing can be seen in the following table: Anchor Diameter da [in] Effective embedment depth hef [in] Nominal embedment depth hnom [in] Minimum member thickness^ hmin,decl(,top [in] Critical edge distance Cac,decl(,top [in] Minimum edge distance Cmin,decl(,top [in] Minimum anchor spacing Smin,decl(,top [in] 1/4 1.18 1-5/8 2-1/2 4 1-3/4 3 3/8 1.11 1-5/8 2-1/2 3 1-3/4 3 ^ Minimum member thickness is thickness of concrete over upper lute of metal deck. In order to perform a calculation for the KH-EZ screw anchor in the top of concrete over metal deck applications with 2-1/2-inch thickness above the top flute, the designer will perform the same calculations according to ACI 318 Appendix D with the load values and variables from ESR-3027 except the values of hmin, Cac, Cmin, and Smin> will be replaced by hmin,deck,top, Cac,deck,top, Cmin,deck,top, and Smin,deck,top, respectively. Please feel free to contact our Engineering Technical Services department for more information or any questions. Hilti Engineering Technical Services (877) 749-6337 toll free (918) 872-6337 hnatechnicalservices@hiltl.com Hilti. Outperform, Outlast. Hilti, Ino. (U.S.) 1 -800-879-8000 www.us.hjlti.com • en espanol 1 -800-879-5000 • Hilti (Canada) Corp. 1 -800-363-4458 www.hiltj.ca WISEMAN + ROHY STRUaURAL ENGINEERS BY DATE PROJEa SHEET NO. OF JOB NO. WISEMAN + ROHY STRUaURAL ENGINEERS »^ BT) DATE 10 fo PROJEQ V-^G (^C-. C(^{^.. L/K^. SHEET NO. OF il r/ JOB NO. A, s 5 + "5^ 'f V V r WISEMAN + ROHY STRUaURAL ENGINEERS SI BY DATE to(^3 PBOJEQ T?g(, Pv^ Cl\'^'-Sio SHEET NO. OF JOB NO. z. i K-it, P(.«jAitS7.^> Zf'' <nfc,y WISEMAN + ROHY STRUaURAL ENGINEERS BY Hp DATE \^(t3 PROJEQ "^f-C. i>( . C7^y\.-:^..r. SHEET NO. JOB NO. OF z 3; \^2^^^ f>cf 1 - TL -=3 21 A. WISEMAN + ROHY STRUaURAL ENGINEERS -5^ BY_^L_ DATE ]7>{(S PROJEQ i7.FC> 1^ SHEET NO. JOB NO. OF \ WISEMAN + ROHY STRUaURAL ENGINEERS (^0 BY ^ J DATE PROJECT I^^^o (:>C^ 6({^yc> SHEQ NO. JOB NO. OF 5 \ At WISEMAN + ROHY STRUaURAL ENGINEERS BY 30 DATE \o[\^ PROJEQ I?f>6 i,\lO SHEET NO. JOB NO. OF \ T 3 WISEMAN + ROHY STRUaURAL ENGINEERS BY il DATE io{f3 PROJECT gPri h.{. CA^-n^h^o SHEET NO. _ JOB NO. OF 3^. US WISEMAN + ROHY / z STRUCTURAL ENGINEERS BY DATE PROJECT SHEET NO. OF JOB NO. WISEMAN + ROHY STRUCTURAL ENGINEERS BY DATE U|'5 PROJECT !Zi?6 Ci^rrr) SHEET NO. OF JOB NO. CFS Version 7.0.0 Section: Section 7.set Double Channel 6x1.25x0.5-16 Gage Rev. Date: 11/22/2013 8:45:45 AM Printed: 11/22/2013 8:46:02 AM Page 1 Member Check - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 8.500 ft Ly 8.500 ft Kx 1.0000 Ky 1.0000 Cbx 1.0000 Cby 1.0000 Cmx 1.0000 Cmy 1.0000 Braced Flange: None k<() Ok Red. Factor, R: 0 Lm 20.000 ft Lt Kt ex ey 8.500 ft 1.0000 0.0000 in 0.0000 in Loads: Entered Applied Strength P (k) 0.0000 0.0000 3 .6028 Mx (k-in) 12.400 12 .400 15.191 Vy (k) 0.0000 0.0000 5.4781 My (k-in) 0.000 0.000 4 .442 Vx (k) 0.0000 0.0000 2.7092 Effective section properties at applied loads: Ae 1.02777 in*2 Ixe 4.9719 in*4 lye 0.2810 in*4 Sxe(t) 1.6573 in*3 Sye(l) 0.2248 in*3 Sxe(b) 1.6573 in*3 Sye(r) 0.2248 in"3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) NAS Eq. C5.2.1-2 (P, Mx, My) NAS Eq. C3.3.1-1 (Mx, Vy) NAS Eq. C3.3.1-1 (My, Vx) 0.000 0.000 0.816 0 . 816 Sqrt(0.146 + 0.000 = 0.816 <= 1. -I- 0.000 = 0.816 <= 1. -h 0.000)= 0.382 <= 1. Sqrt(0.000 -t- 0.000)= 0.000 <= 1. WISEMAN + ROHY STRUCTURAL ENGINEERS BY DATE PROJECT SHEET NO. OF JOB NO. WISEMAN + ROHY STRUCTURAL ENGINEERS ^7 BY W) DATE Y/D PROJECT ^6 £( ^fi-'^^i.^^ SHEET NO. JOB NO. OF WISEMAN+ROHY Structural Engineers PROJECT: REG El Camino == LIGHT GAUGE BOX BEAM DESIGN == LOCATION: Aud #2 May 2009 JOB NO: 13-036 10/14/2013 07:18:30 Sections: Depth Width Gauge Mils Tracks: 6 1.25 16 54 600 T125 -54 at top and bottom Studs: 8 1.625 16 54 800 S162 -54 at both sides Thick A Ix Sx NAx ly Sy NAy Box Height = 9.250 In Tracks; 0.0566 0.480 2.344 0.781 3.000 0.054 0.050 0.180 Box Width = 6.000 in Studs: 0.0566 0.670 5.736 1.434 4.000 0.194 0.149 0.319 Total Area = 2.3 in^ Unifonn Leads'. Reactiorts: Dead Load = 240 plf 2220 pounds Live Load = 0 plf 0 pounds Wind = 40 plf 370 pounds DeSectiDn Criteria: DL = Ll 240 LL = L/360 TL = L/240 Wind = L/240 X0.7 = L/ 168 Other Length = Top Track Turned Up? 18.5 feet Y (Y/N) Screws: # 10 Allowable Shear = 370 pounds / screw in 16 gauge steel VERTICAL FORCES: properties: N.A. vert = 5.175 4.075 in (from top) in (from btm) 1 vert = Svert = 26.958 5.209 in^ in' Sctetiii V max = Q top track= Q btm track= 2220 1.970 1.870 pounds in= in' q = VQ/I = 162.3 lb/in Use 2 #10 Screws at 4.56 in o.c. Deftectipn; DL deflection = LL deflection = 0.793 0.000 in = Ll in = Ll 280 na OK OK TL deflection = 0.793 in = L/ 280 OK Moment: MDL = MLL = 123.2 0.0 k-in k-in MTL = 123.2 k-in fb = 23.7 ksi Sh^r: (based on stud vertical 6nly) v = Av vert = fv = 2220 0.906 2.45 pounds in-^ ksi HORIZONTAL FORCES: Properties; N.A. horiz = 3.000 in 1 horiz = 14.708 in^ S horiz = 4.903 in' Screws: V max = 370 pounds Q side studs = 1.796 in' q = VQ/I = 45.2 lb/In Use 2# 10 Screws at 16.38 in o.c. IfefiMtion; Wind deflection = 0.242 in = Ll 916 OK Moment: MwiND ~ 20.5 k-in fb = 4.2 ksl Sfteaifiiig ias6d.<int raskhoriaintalorty) v = Av horiz = 370 0.679 pounds in^ fv = 0.54 ksi end SCREW SPACING (#10 SMS ) (Note: two screws at each spacing) centeriine 0%-10% Length | 10% - 20% Length | 20% - 30% Length | 30% - 40% Length | 40% - 50% Length j L 4.56 in o.c. I 5.70 in o.c. I 7.60 in o.c. I 11.40 in o.c. I 22.80 in o.c. T WISEMAN+ROHY Structural Engineers == LIGHT GAUGE BOX BEAM DESIGN == May 2009 Pp^>J£CJ: Regal El Camino OCATION: Box office ff^F Jg)B NO: 11 -^13-031 11/17/2013 14:08:57 Sections: Depth Width Gauge Mils Tracks: 6 1.25 16 54 600 T125 -54 at top and bottom Studs: 6 1.625 16 54 600 S 162 -54 at both sides Thick A Ix Sx NAx ly Sy NAy Box Height = 6.000 in Tracks: 0.0566 0.480 2.344 0.781 3.000 0.054 0.050 0.180 Box Width = 6.000 in Studs: 0.0566 0.556 2.860 0.953 3.000 0.180 0.145 0.384 Total Area = 2.072 in^ Unifonn Loads-Reactions: Dead Load = 90 plf 810 pounds Live Load = 0 plf 0 pounds Wind = 0 plf 0 pounds Deflection Criteria: DL = L / 240 LL = L / 360 TL = L / 240 Wind = L/ 240 x0.7 = L/ 168 omm Length = Top Track Turned Up? 18 feet N (Y/N) Screws: # 10 Allowable Shear = 370 pounds / screw In 16 gauge steel VERTICAL FORCES: ProperSesr N.A. vert = 3.000 3.000 in (from top) in (from btm) 1 vert = Svert = 13.462 4.487 in^ in' Scf&tisi V max = Q top track= Q btm track= 810 1.354 1.354 pounds in' in' q = VQ/I = 81.4 lb/in Use 2 # 10 Screws at 9.09 in o.c. DefleqfioB: DL deflection = LL deflection = 0.534 0.000 in = Ll 405 in = L/ na OK OK TL deflection = 0.534 In = Ll 405 OK Moment: MDL = MLL = 43.7 0.0 k-in k-in MTL = 43.7 k-in fb = 9.7 ksi Bftud verticil dniy} v = Av vert = fv = 810 0.679 1.19 pounds in'' ksi HORIZONTAL FORCES: ProperSes; N.A. horiz = 3.000 in 1 horiz = S horiz = 12.658 4.219 in* in' Screws: V max = 0 pounds Q side studs = 1.454 in' . q = VQ/I = 0.0 lb/in Use 2 #10 Screws at in o.c. Deflection: Wind deflection = 0.000 in = L/ na OK Moment: MwiND = 0.0 k-in fb = 0.0 ksi wH&tti ""{ Dased on track horiiontatorty) V = Av horiz = fv = 0 0.679 0.00 pounds in^ ksi end SCREW SPACING (#10 SMS ) (Note: two screws at each spacing) centeriine I 0%-10% Length | 10% - 20% Length | 20% - 30% Length | 30% - 40% Length | 40% - 50% Length j ^ 9.09 in o.c. | 11.36 in o.c. | 15.14 in o.c. | 22.72 in o.c. | 45.43 in o.c. f CFS Version 7.0.0 Section: Section 3.set Cliannel 3.625x1.25x0.25-20 Gage Rev. Date: 11/15/2013 4:01:02 PM Printed: 11/15/2013 4:02:03 PWt Page 1 Member Check - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 4.000 ft Kx 1.0000 Cbx 1.0000 Cmx 1.0000 Braced Flange: None Red. Factor, R: 0 Loads: Entered Applied Strength P (k) 0 .3700 0 .3700 1.7130 Ly Ky Cby Cmy k(|) Lm Mx (k-in) 0.OOOO 0.OOOO 3.7098 4.000 ft 1.0000 1.0000 1.0000 0 k 20.000 ft Vy (k) 0.0000 0. 0000 1. 0236 Lt 4.000 ft Kt 1.0000 ex 0.0000 in ey 0.0000 in My Vx (k-in) (k) 0.0000 0.0000 0.0000 0.0000 0.8424 0.8803 Effective section properties at applied loads: Ae 0.21887 in^2 Ixe 0.43177 in^4 Sxe(t) 0.23822 in^3 Sxe(b) 0.23822 in*3 lye 0 . 04032 in 4 Sye(l) 0.12415 in^3 Sye(r) 0.04358 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) NAS Eq. C5.2.1-2 (P, Mx, My) NAS Eq. C3.3.1-1 (Mx, Vy) NAS Eq. C3.3.1-1 (My, Vx) 0.216 + 0.000 -I- 0.000 0.134 + 0.000 -f 0.000 Sqrt(0.000 + 0.000) Sqrt(0.000 + 0.000) , 0 ._216_s.^ 1. 0 m?" <= 1.0 0.000 <= 1.0 0.000 <= 1.0 CFS Version 7.0.0 Section: Section 8.set Channel 2.5x1.25x0.5-20 Gage /-^ \ fc^/ Rev. Date: 11/18/2013 12:00:08 PM Printed: 11/18/2013 12:00:41 PM Fuil Section Properties Page 1 •f/ Area 0 19725 in^2 Wt. 0 00067063 k/ft Width 5.7007 in Ix 0 19586 m 4 rx 0 9965 in Ixy 0.00000 in^4 Sx{t) 0 15669 m 3 y(t) 1 2500 in a 0 . 000 deg Sx{b) 0 15669 in^3 y{b) 1 2500 in Height 2 5CQ0 in ^ ly 0 04702 xn 4 ry 0 4£a2-in-^ Xo -1.1140 in Syd) 0 10109 in*3 x(l) < 0 4651 in Yo 0.OOOO in Sy (r) 0 05990 m 3 x(r) ^--0 7849 in jx 1.5086 in Width 1 2500 in jy 0.0000 in 11 0 19586 in 4 rl 0 9965 in 12 0 04702 in*4 r2 0 4882 in Ic 0 24288 in 4 rc 1 1097 in 0.076620 in'^e Io 0 48764 m 4 ro 1 5723 in J 0 00007871 in 4 CFS Version 7.0.0 Section: Section 7.sct Channel 3.625x1.625x0.5-20 Gage Rev. Date: 11/18/2013 11:58:32 AM Printed: 11/18/2013 11:59:39 AM Full Section Properties Page 1 7J Area 0 .26212 in^2 Wt. 0 00089121 k/ft Width 7.5757 in Ix 0 . 5512 A. . m 4 rx 1 4502 in Ixy 0.0000 A . in 4 Sx(t) 0 .30414 m 3 y{t) 1 8125 in a 0 . 000 deg Sx(b) 0 .30414 m 3 y{b) 1 8125 in Height 3 6250 in Iy 0.0994 m 4 ry 6157 in) Xo -1.3066 in Sy(l) 0.18504 in 3 x(l) 0^ 5370 in Yo 0.0000 in Sy(r) 0.09132 in 3 x(r) r 0880 in jx 2.0732 in Width 1 6250 in jy 0.0000 in 11 0.5512 A . in 4 rl 1 4502 in 12 0.0994 in^4 r2 0 6157 in Ic 0.6506 in'^4 rc 1 5755 in Cw 0.28429 m 6 Io 1.0981 A . m 4 ro 2 0468 in J 0 00010460 in*4 c 7 CFS Version 7.0.0 Segtion: SBction 6.set Double ChanneD8.625x1.625x0.5-20 Gage Rev. Date: 11/18/2013 11:55:03 AM Printed: 11/18/2013 11:55:55 AM Full Section Properties Page 1 Area 0. 52424 A „ m 2 Wt. 0.0017824 k/ft Width 15.151 in Ix 1.1025 A , m 4 rx 1.4502 in Ixy 0.OOOO in*4 Sx(t) 0.60827 A m 3 y(t) 1.8125 in a 0 . 000 deg Sx(b) 0.60827 in^3 y(b) 1.8125 in Height 3 .Ji2AQ~Axi ly 0.3499 in 4 ry ,-'C0^169 iri) Xo 0.OOOO in Sy(l) 0.21530 . A m 3 x(l) ~~~T.6250 in Yo 0.OOOO in Sy(r) 0 .21530 in*3 x(r) 1.6250 in jx 0.0000 in Width 3.2500 in jy 0.0000 in 11 1.1025 m 4 rl 1.4502 in 12 0.3499 in*4 r2 0.8169 in Ic 1.4524 in*4 rc 1.6645 in Cw 1.1275 A _ m 6 Io 1.4524 m 4 ro 1.6645 in J 0.0002092 in*4 [ i\ I./ 1 . ( CFS Version 7.0.0 Section: Section 3^.sct Double Channel 4^^x0.5-20 Gage Rev. Date: 11/18/2013 11:52:37 AM Printed: 11/18/2013 11:53:47 AM Full Section Properties Page 1 Area 0 .60209 in*2 Wt. Ix 1.5884 in^4 rx Sx(t) 0 . 79422 A m 3 y(t) Sx(b) 0 . 79422 in*3 y(b) Height ly 0 . 6001 xn 4 ry Sy(l) 0.30007 in*3 x(l) Sy(r) 0.30007 m 3 x(r) Width 11 1. 5884 m 4 rl 12 0.6001 in*4 r2 Ic 2 .1886 in'^4 rc Io 2.1886 A . in 4 ro 0.0020471 k/ft Width 1.6243 in 2.0000 in 2.0000 in 4 .JJ^QHa-irL '0.9984 in 'TTXmOO in 2.0000 in 4.0000 in .6243 in .9984 in .9066 in .9066 in Ixy a Cw J 17.401 in 0.0000 in*4 0.000 deg 0.0000 in 0.0000 in 0.0000 in 0.0000 in 2.3592 in 6 0.0002403 in*4 ij . 7cfc^K^<^^" ^^^^^ BUILDING ENERGY ANALYSIS REPORT PROJECT: Westfield Carlsbad 2525 El Camino Real Carlsbad, CA 92008 Project Designer: J PRA Architects 39300 West Twelve Mille Roud, Suite 180 Fermington Hills, , Ml 48331 Report Prepared by: . Roshanlan and Associates, Inc. Job Number: Date: 12/24/2013 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 6071 RunCode: 2013-12-24714:47:59 ID: C513-3007 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Westfield Carlsbad Date 1272472013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Builciing Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School JldS: 12 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component IZI 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 (0 ff < Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Value Exterior Furring^ Interior R-Vaiue Interior Furring' Joint Appendix 4 Condition Status Pass ra u. 1 WallBG 1,808 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 2 FloorBG 33,532 (N) 0.73C None 4.4.7-A1 New • • 3 WallBG 3,400 (N) 0.111 R-22 O.S Wood 1.2 Wood 4.3.3-A8 New • • 4 Wall 274 (E) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 5 Wall 1,155 (N) O.IOt R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New • • 6 Wall 849 (N) 0.111 R-22 2.1 H/letal 1.2 Wood 4.3.3-A8 New • • 7 Wall 602 (W) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 8 Roof 6,032 (N) 0.06S R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New • • 9 Wall 653 (E) 0.111 R-22 2.1 IVIetal 1.2 Wood 4.3.3-A8 New • • 10 Door 21 (E) 0.19i None 3.6 None 4.5.1-A2 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 £, n <u < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass 1 Window 618 (E) 0.290 NFRC 0.330 NFRC • New • • 2 Window 2,570 (N) 0.290 NFRC 0.330 NFRC • New • • 3 Window 221 m 0290 NFRC 0.330 NFRC • New • • 4 Window 5,850 (S) 0290 NFRC 0330 NFRC • 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: 6071 RunCode: 2013-12-24X14:47:59 ID: Page 6 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Westfield Carlsbad Date 1272472013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: Ei Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 121 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 [Zl 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 E. ra 2 < Orientation N, E, S, W U-Factor Cavity R-Vaiue Exterior R-Value Exterior Furring' Interior R-Vaiue Interior Furring' Joint Appendix 4 Condition Status Pass "ra u. 11 Wall 817 (s; 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 12 Wall 1,784 (s; 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New • • 13 Wall 49 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 14 Door 56 (N) 0.199 None 3.6 None 4.5.1-A2 New • • 15 Slab 823 (N) 0.730 None 4.4.7-A1 Existing • • 16 Slab 3,201 (N) 0.730 None 4.4.7-A1 New • • 17 Wall 439 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 18 Door 445 (N) 0.918 None 0.4 None 4.5.1-A6 New • • 19 Slab 13,979 (N) 0.730 None 4.4.7-A1 New • • 20 Wall 1,428 (N) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 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 n o < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass ra 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 7 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Westfield Carlsbad Date 1272472013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • HIgh-Rlse Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. EZI 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 IZI 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 ra 0) < Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Vaiue Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass 'ra u. 21 WallBG 2,720 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 22 FloorBG 24,364 (N) 0.730 None 4.4.7-A1 New • • 23 Wall 2,244 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New • • 24 Roof 7,970 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New • • 25 Wall 2,244 (S) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • • 26 Wall 792 (S) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New • • 27 Door 21 (S) 0.199 None 3.6 None 4.5.1-A2 New • • 28 Wall 1,571 (S) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New • • 29 Wall 778 (S) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New • • 30 Wall 332 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 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 ra Orientation N, E, 8, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass c.4 ra 11. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 8 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 Of 3) EN V-1 C Project Name Westfield Carlsbad Date 1272472013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: 12 Nonresidential • HIgh-Rlse Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. m Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked Include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component EZI 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 o ra -7 O CC CC o a> 3 Sra IU > O O) 0) I. IU u. •is .2 ? ilf X c •S 4> B o. -J < •t: in •D 3 o tn in in ra Q. 31 Wall 117 (S) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New 32 Wall 183 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 33 Door 21 (N) 0.199 None 3.6 None 4.5.1-A2 New 34 WallBG 280 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 35 FloorBG 387 (N) 0.730 None 4.4.7-A1 New 36 Wall 210 (S) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • 37 Door 768 1450 None 4.5.1-A1 New 38 Roof 3,000 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New • 39 Wall 5,319 (N) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New 40 Wall 2,977 (E) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspecfion Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type ra 0) < Orientation N, E, S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass ra u. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 9 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) EN V-1 C Project Name Westfield Carlsbad Date 1272472013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: d Nonresidential • HIgh-Rlse Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. m Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked Include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component 121 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 O Ul 4> >. 2 ra -r o (C cc o •c « B3 X ra UJ > *~. tm. X 3 IU U. OC o .2 c X c •e «> c a. -> < c o i •> o S o tn 41 Door 105 (E) 1.450 None 4.5.1-A1 New • 42 Roof 51,640 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New • 43 Wall 3,969 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 44 Wall 1,886 (E) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • 45 Door 105 (E) 1.450 None 4.51-A1 New • 46 Roof 3,785 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New 47 FloorBG 146 (N) 0.730 None 4.4.7-Al New • 48 WallBG 288 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 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 •g ra 0) • < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass C4 ra 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 10 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-1C Project Name Westfield Carlsbad Date 1272472013 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 Fail' 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 \b/ff. Greater than 2:12 pitch. • • • PI 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. • • • |-. Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and themnal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV-2C. • • • p-| The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerav.ca.aov/title24/ • • • PI Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ff^ are exempt from the Cool Roof criteria below. • • • p-| 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 < 5lb/ff a 5\b/\f Product Type^ Aged Solar Reflectance' Thermal Emmitance SRI' Pass Fail' • • • • D' • • • • • • n' • • • • • • a' • • • • • • n' • • • • • • • • • • • • • • 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.DhD 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 httDV/www.enerav.ca.aov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to con"ect. 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(1)4. Select the applicable coating: • Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other. Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 11 of 35 CERTIFICATE OF COMPLIANCE (Part 3 Of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 Of 3) Project Name Date Westfield Carlsbad 1272472013 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 systenn. 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 not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requiring Testing or Verification Area of like Products Building Envelope Acceptance Test Double Pane-Low E 9,259 • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 12 of 35 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Westfield Carlsbad Date 1272472013 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, Title 20 Chapter 4, Article 3. ^....oj \ All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of SI a(c). 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-value of no less than R-13 between framing members. 5117(aV ^" Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ ^ '' weatherstripped 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. 5116(bV Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be ^ ^ weatherstripped (except for unframed glass doors and fire doors). EnergyPro 5.1 bv EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 34 of 35 BUILDING ENERGY ANALYSIS REPORT PROJECT: Westfield Carlsbad 2525 El Camino Real Carlsbad, GA 92008 Project Designer: JPRA Architects 39300 West Twelve Mille Roud, Suite 180 Fermington Hills, , Ml 48331 Report Prepared by: Roshanlan and Associates, Inc. Job Number: Date: 12/24/2013 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: 6071 RunCode: 2013-12-24714:47:59 ID: TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 34 Form MECH-MM Mechanical Mandatory Measures 35 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 6071 PERFORMANCE CERTIFICATE OF COMPLIANCE (Parti of3) PERF-1 C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone CA Climate Zone 07 Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • • Relocatable - indicate • High-Rise Residential • specific climate zone • Hotel/Motel Guest Room all climates Phase of Construction: • 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 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 Name Signature Company Roshanlan and Associates, Inc. Date 12/24/2013 Address Phone City/State/Zip 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. • I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electncal engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 ofthe Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name Signature Company JPRA Architects Date Address 39300 West Twelve Mille Roud, Suite 180 License # City/State/Zip permington Hills,, Ml 48331 Phone Principal Mechanical Designer Name Nader Peyman Signature Company Roshanlan & Associates Inc. Date Address 6404 Wilshire Blvd #610 License # City/State/Zip /^QgAnge/es, CA 90048 Phone 323-933-5252 Principal Lighting Designer Name Alan Roshanlan Signature Company Roshanlan & Associates Inc. Date Address 6404 Wilshire Blvd #610 License # City/State/Zip Angeles, CA 90048 Phone 323-933-5252 INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) 0 ENV-1C Certificate of Gompiiance. Required on plans. IZI MECH-IC ia LTG-IC Certificate of Compliance. Required on plans. El MECH-2C • LTG-2C Lighting Controls Credit Worksheet. El l\/IECH-3C EI LTG-3C Indoor Lighting Power Allowance^ El MECH-5C Certificate of Compliance. Required on plans. Air/Water Side/Service Hot Water & Pool Requirements. Mechanical Ventilation and Reheat. Mechanical Equipment Details. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 3 of 35 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 Of 3) PERF-1 C Project Name Date Westfield Carlsbad 12/24/2013 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Energy Component Standard Design Proposed Design Compliance Margin Heating Space Heating 11.07 9.44 1.64 Heating Space Cooling 162.47 57.74 104.73 Cooling Indoor Fans 53.35 78.60 -25.25 Fans Heat Rejection 0.00 0.00 0.00 Heat Rej Pumps & Misc. 0.00 0.00 0.00 Pumps Domestic Hot Water 45.02 45.02 0.00 DHW Lighting 80.30 80.30 0.00 Lighting Receptacle 39.56 39.56 0.00 Receptacle Process 163.25 163.25 0.00 Process Process Lighting 0.00 0.00 0.00 Process Ltg TOTALS 555.03 473.91 81.12 Percent better than Standard 14.6% ( 20.7% excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (N) 0 deg Conditioned Floor Area 161,818 sqft. Number of Stories 1 Unconditioned Floor Area 6,205 sqft. Number of Systems 143 Conditioned Footprint Area 76,432 sqft. Number of Zones 15 Natural Gas Available On Site Yes Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 16,483 sqft. 2,570 sqft. )5.6 % Left Elevation (E) 6,639 sqft. 6^8 sqft. 9.3% Rear Elevation (S) ^6,928 sqft. 5,850 sqft. 34.6% Right Elevation (W) 823 sqft. 22) sqft. 26.9 % Total 40,873 sqft. 9,259 sqft. 22.7% Roof 72,427 sqft. 0 sqft. 0.0% Standard Prescriptive Lighting Power Density Prescriptive Envelope TDV Energy 1.141 1,469,514 W/sqft. Proposed 1.141 2,022,556 Prescriptive Values for W/sqft. Comparison only. See LTG-IC for allowed LPD. Remarks: EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paae 4 of 35 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 Of 3) PERF-1 C Project Name Westfield Carlsbad Date 12/24/2013 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) WSHP 24 Hour Fitness Exercise, Gymnasium 33,532 '1.000 Basketball Court Exercise, Gymnasium 6,032 '1.000 WSHP 1-1 Corridor 1st Floor Corridor/Restroom/Support 823 '0.600 Trash Ali Others 3,20) '0.600 WSHP Retail #1 Retail Sales, Wholesale )3,979 '1.600 13.000 Retail #2 Retail Sales, Wholesale 24,364 '1.600 Retail #3 Retail Sales, Wholesale 7,970 '1.600 13.000 Restaurant Dining 9,406 '1.100 13.000 UNCONDITIONED ZONE Corridor/Restroom/Support 4,890 '0.600 WSHP 1-21 Elec Room Electrical, Mechanical Room 553 '0.700 WSHP 1-19 Elec Room Electrical, Mechanical Room 387 '0.700 WSHP 1-20 LOBBY- RETAIL Retail Sales, Wholesale 3,000 '1.600 RTU Cinema Theater, Motion Picture 58,425 '0.900 STAIRS All Others 1,315 '0.600 FCU-1 Elevator Machine Room Electrical, Mechanical Room 146 '0.700 5.000 Notes: 1. See LTG-IC (items marked witfi asterisk, see LTG-1-C by otfiers) 2. See LTG-2C 3. See LTG-3C (by others) 4. See LTG-4G Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checiciist. These items require speciai written justification and documentation, and speciai verification to be used with the performance approach. The iocai enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise compiles based on the adequacy of the special justification and documentation submitted. The Hot Water Pump includes a Variable Speed Drive. The Cooling Tower 250 Ton Tower includes a Variable Speed Drive on the fan motor The HVAC System WSHP incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System WSHP includes Demand Control Ventilation per Standards Section 121. The HVAC System WSHP incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System WSHP 1-20 includes Demand Control Ventilation per Standards Section 121. The HVAC System FCU-1 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System Carrier 50PCH-60 includes an Economizer. This system has a cooling output < 75,000 Btuh or a supply cfm < 2500. The HVAC System Carrier WSHP- RETAILS 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 application 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: 607) RunCode: 2013-12-24714:47:59 ID: Page 5 of 35 CERTIFICATE OF COMPLIANCE ANO FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) EN V-1 C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Buildinq Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. IZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component 12 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 Stn 0) Uj" a fl u cc o 'Z 0) K cs ai > O O) *z B X 3 UJ li. CC 15 .2? TJ C .E Q. -3 < C o 5 CO 12 o S o tn in in IS a. WallBG 1,808 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • FloorBG 33,532 (N) 0.730 None 4.4.7-A) New WallBG 3,400 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New Wall 274 (E) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New • Wall 1,155 (N) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New • Wall 849 (N) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New Wall 602 (W) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New Roof 6,032 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New Wall 653 (E) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New 10 Door 21 (E) 0.199 None 3.6 None 4.5.1-A2 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 CM £, cs 0) < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass '5 u. ) Window 6)8 (E) 0.290 NFRC 0.330 NFRC • New • • 2 Window 2,570 (N) 0.290 NFRC 0.330 NFRC • New • • 3 Window 22) (W) 0290 NFRC 0.330 NFRC • New • • 4 Window 5,850 (S) 0.290 NFRC 0330 NFRC • 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 6 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. IZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space ^ 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: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type ra < Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Vaiue Exterior Furring^ interior R-Vaiue Interior Furring^ Joint Appendix 4 Condition Status Pass CM 'is u. )) Wall 8)7 0.111 R-22 O.S Wood 1.2 Wood 4.3.3-A8 New • • 12 Wall 1,784 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New • • 13 Wall 49 (N) 0.111 R-22 O.S Wood 1.2 Wood 4.3.3-A8 New • • 14 Door 56 (N) 0.)9S None 3.6 None 4.5.)-A2 New • • 15 Slab 823 (N) 0.73C None 4.4.7-A) Existing • • 16 Slab 3,201 (N) 0.73C None 4.4.7-A) New • • 17 Wall 439 (N) 0.111 R-22 O.S Wood 1.2 Wood 4.3.3-A8 New • • 18 Door 445 (N) 0.918 None 0.4 None 4.5.)-A6 New • • 19 Slab 13,979 (N) 0.73C None 4.4.7-A) New • • 20 Wall 1,428 (N) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 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 ft a 0) < 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. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 7 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) EN V-1 C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: EZI Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. IZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 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 Onentation: N, E, S, W or in Degrees: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') 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' 21 WallBG 2,720 (N) 0.111 R-22 O.S Wood 1.2 Wood 4.3.3-A8 New • • 22 FloorBG 24,364 (N) 0.73C None 4.4.7-A) New • • 23 Wall 2,244 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New • • 24 Roof 7,970 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A)3 New • • 25 Wall 2,244 (S) 0.111 R-22 O.S Wood 1.2 Wood 4.3.3-A8 New • • 26 Wall 792 (S) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New • • 27 Door 21 (S) 0.19S None 3.6 None 4.5.1-A2 New • • 28 Wall 1,571 (S) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New • • 29 Wall 778 (S) O.IOt R-22 I.e Wood 1.2 Wood 4.3.3-A8 New • • 30 Wall 332 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 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 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 8 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School • 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: Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type .2 5 •a -1 tn fl) UJ o z >. = .^ra ra • O OC o a> 3 — X o w > o cn 'w .E o >- 1— X 3 UJ u. cc o 0) ^ B^ .2 c '•B c B o. 5 3--> < c o 'B in •a 3 EI •! O S O CO in in ra a. 31 Wall 117 (S) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New 32 Wall 183 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 33 Door 21 (N) 0.199 None 3.6 None 4.5.1-A2 New 34 WallBG 280 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 35 FloorBG 387 (N) 0.730 None 4.4.7-A) New 36 Wall 210 (S) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 37 Door 168 (S) 1.450 None 4.5.1-Al New 38 Roof 3,000 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New 39 Wall 5,319 (N) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New 40 Wall 2,977 (E) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 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') 1 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 9 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School _B!da: IZ 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 13 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 .2 UJ 0) ff O CC cc o S 3 X ra UJ > .2 ^ X UJ I •is 0) B B^ .2 c 55'E B£ •o c •e a* c Q. » 3- -> < c o S in •D 3 O 2 U CO in IA ra 0. 41 Door 105 (E) 1.450 None 4.5.1-A1 New 42 43 Roof 51,640 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New Wall 3,969 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New 44 45 46 47 48 Wall 1,886 (E) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New Door 105 (E) 1.450 None 4.5.1-Al New Roof 3,785 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New FloorBG 146 (N) 0.730 None 4.4.7-A) New WallBG 288 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 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 Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instnjctions 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 10 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-1C Project Name Westfield Carlsbad Date 12/24/2013 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 Fail^ N/A • Roofing compliance not required in Climate Zones 1 andl 6 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 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. • • • • 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 thermal panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerqv.ca.aov/title24/ • • • • Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ff^are exempt from the Cool Roof criteria be\ow. • • • • 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 < 5lb/ft^ > 5lb/ft^ Product Type' Aged Solar Reflectance' Thermal Emmitance SRI' Pass Fail' • • • • • • • • • • a* • • • • • • o' • • • • • • • • • • • • 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.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-h0.7(pi„i,iai - 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 http://www.enerav.ca.aov.''title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. 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(1)4. Select the applicable coating: • Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 11 of 35 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 3) Project Name Date Westfield Carlsbad 12/24/2013 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 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 finai 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 Pane-Low E 9,259 • • • • EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 12 of 35 CERTIFICATE OF COMPLIANCE (Parti of3) LTG-1 C Project Name Westfield Carlsbad Date 12/24/2013 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST (Retain a copy and verify form is completed and signed.) Field Inspector • Certificate of Acceptance, LTG-2A and LTG-3A (Retain a copy and verify form is completed and signed.) Field Inspector • A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: m CONDITIONED SPACE UNCONDITIONED SPACE 171 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 actuai 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) Watts per Luminaire' CEC Default From NAS According To §130 (dore) Number of Luminaires Installed Watts (D X F) Pass '5 u. standard Allowance: 13979 sgft at 1.600 w/sf • • 22,366 • • Standard Allowance: 146 sqft at 0.700 w/sf • • )02 O • standard Allowance: 24364 sqft at 1.600 w/sf • • 38,982 • • standard Allowance: 3000 sqft at 1.600 w/sf • • 4,800 O o Standard Allowance: 3201 sqft at 0.600 w/sf • • 1,921 • • Standard Allowance: 33532 sqft at 1.000 w/sf • • 33,532 • • Standard Allowance: 387 sqft at 0.700 w/sf • • 271 • • Standard Allowance: 553 sqft at 0.700 w/sf • • 387 • 0 Standard Allowance: 58425 sqft at 0.900 w/sf • • 52,583 • o Standard Allowance: 6032 sqft at 1.000 w/sf • • 6,032 O • Standard Allowance: 7970 sqft at 1.600 w/sf • • 12,752 • • Standard Allowance: 823 sqft at 0.600 w/sf • • 494 • D Standard Allowance: 9406 sqft at 1.100 w/sf • • 10,347 O O • • O O • • • • • • O • • • • • • • O • • • • • • o o Installed Watts Page Total: 184,569 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 4 184,569 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 Form and take appropriate action to correct. Verify building plans if necessary. EnergyP ro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 13 of 35 Installed Watts CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1 C Project Name Westfield Carlsbad Date 12/24/2013 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST (Retain a copy and verify form is completed and signed.) Field Inspector • Certificate of Acceptance, LTG-2A and LTG-3A (Retain a copy and verify form is completed and signed.] Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: CONDITIONED SPACE IZI UNCONDITIONED SPACE m 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 • 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) Watts per Luminaire' CEC Default From NAB According To §130 (dore) Number of Luminaires Installed Watts (D X F) Pass •(0 u. Standard Allowance: 1315 sqft at 0.600 w/sf • • 789 • • Standard Allowance: 4890 sqft at 0.600 w/sf • • 2,934 • • • • • • • • • • • • • • • • • • • • • • • • O • • • • • • • O • • • • • • • o • • • • • • o • • • • • • • o o • • • • • • • • • • o • • • • • Installed Watts Page Total: 3,723 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 3,723 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 Form and take appropriate action to correct. Verity building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 14 of 35 Installed Watts CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name Westfield Carlsbad Date 12/24/2013 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 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 • • O • • O O • • • • O • • O O • • • • O • • • • • • • • O o • • • • • • • 0 • • • • • • • • • • • • • • • • • • • O • • • • • • • • • • SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-IC) 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.) by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 15 of 35 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name Westfield Carlsbad Date 12/24/2013 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts installed Lighting (from Conditioned LTG-IC, Page 2) 184,569 Installed Lighting (from Unconditioned LTG-IC, Page 2) 3,723 Lighting Control Credit Conditioned Spaces (from LTG-2C) 0 Lighting Control Credit Unconditioned Spaces (from LTG-2C) 0 Adjusted Installed _ Lighting Power 184,569 Adjusted Installed _ Lighting Power 3,723 Complies if Installed ^ Allowed ' ^ Complies if Installed ^ Allowed '' Allowed Lighting Power Conditioned Spaces (from LTG-3C or PERF-1) 184,569 Allowed Lighting Power Unconditioned Spaces (from LTG-3C) 3,723 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A and LTG-3A. The designer is required to check the acceptance tests and list ali 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 NAT 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 and LTG-3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy ofthe LTG-2A and LTG-3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled LTG-2A and LTG-3A Equipment Requiring Testing Description Number of Luminaires controlled Location Controls and Sensors and Automatic Daylighting Controls Acceptance • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySofl User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paqe 16 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-1 C Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: IZI Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 121 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 fNSPECTION 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) 250 Ton Tower • • Equipment Type^: Variable-Speed-Fan Cooling Tower • • Number of Systems 2 • • Max Allowed Heating Capacity^ n/a • • Minimum Heating Efficiency^ n/a • • Max Allowed Cooling Capacity^ 250.0 tons • • Cooling Efficiency^ 10 °F Approach • • Duct Location/ R-Value n/a • • When duct testing is required, submit IUECH-4A & MECH-4-HERS n/a • • Economizer n/a • • Thermostat n/a • • Fan Control n/a • • 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) Lochinvar CHN2072 • • Equipment Type^: Gas Fired HW Boiler • • Number of Systems 1 • • Max Allowed Heating Capacity^ 2,072,000 Btu/hr • • Minimum Heating Efficiency^ 95% • • Max Allowed Cooling Capacity' n/a • • Cooling Efficiency^ n/a • • Duct Location/ R-Value n/a • • When duct testing is required, submit MECH-4A & MECH-4-HERS n/a • • Economizer n/a • • Thermostat • • Fan Control n/a • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 17 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-IC Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 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) WSHP • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 14 • • Max Allowed Heating Capacity^ 173,800 Btu/hr • • Minimum Heating Efficiency^ 4.80 COP • • Max Allowed Cooling Capacity^ 125,900 Btu/hr • • Cooling Efficiency^ 13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, unvented/8.0 • • When duct testing is required, submit MECH-4A & MECH-4-HERS Yes • • 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) WSHP 1-1 • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity^ 83,300 Btu/hr • • Minimum Heating Efficiency^ 4.50 COP • • Max Allowed Cooling Capacity^ 61,500 Btu/hr • • Cooling Efficiency^ 13.0 EER • • Duct Location/ R-Value Conditioned / 8.0 • • 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 18 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 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) WSHP • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 49 • • Max Allowed Heating Capacity^ 83,300 Btu/hr • • Minimum Heating Efficiency^ 4.50 COP • • Max Allowed Cooling Capacity^ 61,500 Btu/hr • • Cooling Efficiency^ 13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, unvented/ 8.0 • • When duct testing is required, submit MECH-4A & MECH-4-HERS Yes • • 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) WSHP 1-21 • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity^ 19,700 Btu/hr • • Minimum Heating Efficiency^ 3.42 COP • • Max Allowed Cooling Capacity^ 29,200 Btu/hr • • Cooling Efficiency^ 31.3 EER • • Duct Location/ R-Value Conditioned / 8.0 • • 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 19 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. IZ Conditioned Spaces i_, 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) WSHP 1-19 • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity^ 19,700 Btu/hr • • Minimum Heating Efficiency^ 3.42 COP • • Max Allowed Cooling Capacity' 29,200 Btu/hr • • Cooling Efficiency' 31.3 EER • • Duct Location/ R-Value Conditioned / 8.0 • • 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) WSHP 1-20 • • Equipment Type^: Hydronic Heat Pump • • Number of Systems 1 • • Max Allowed Heating Capacity' 173,800 Btu/hr • • Minimum Heating Efficiency' 4.80 COP • • Max Allowed Cooling Capacity' 125,900 Btu/hr • • Cooling Efficiency' 13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 20 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-IC Project Name Westfield Carlsbad Date 12/24/2013 Project Address 2525 El Camino Real Carlsbad Climate Zone Total Cond. Floor Area 161,818 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 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 CHECKUST Equipment' Inspection Criteria Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) RTU • • Equipment Type^: Packaged DX • • Number of Systems 75 • • Max Allowed Heating Capacity' 58,800 Btu/hr • • Minimum Heating Efficiency' 80% AFUE • • Max Allowed Cooling Capacity' 62,400 Btu/hr • • Cooling Efficiency' 14.0 SEER/11.7 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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) FCU-1 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 41,000 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 18,000 Btu/hr • • Cooling Efficiency' 15.3 SEER/8.0 EER • • Duct Location/ R-Value n/a • • When duct testing is required, submit MECH-4A & MECH-4-HERS Yes • • 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 21 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) MECH-IC Project Name Westfield Carlsbad Date 12/24/2013 Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 22 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 Of 4) MECH-1 C Project Name Date Westfield Carlsbad 12/24/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-IC form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-1 OA MECH-11A Equipment Requiring Testing or Verification Qty. Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary Air Distribution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variable Flow Control Automatic Demand Shed Control 250 Ton Tower 2 • • • • • • El • • • Lochinvar CHN2072 ) • • • • • • IZI EZI IZI • Carrier WSHP(S)-24 H 14 EZI IZI • • • • • EZI Carrier 50PCH-60 1 EZI • EZI • • • • • • Carrier WSHP- RETAILS 49 • CZ! • • • • • • Carrier 50PSH-24 2 IZI IZI • • • • • • • EZ Carrier 50hqp-120 1 EZI EZI • EZI EZI • • • • EZI RTU 5 TON 75 a a • • • • • • • • Mitsubishi PKA-A18HA4 1 EZI EZI IZI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 23 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1 C Project Name Westfield Carlsbad Date 12/24/2013 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DXAC Systems Thermal Energy Storage (TES) Systems Test Performed By: 250 Ton Tower 2 • • • • Lochinvar CHN2072 1 • • • • Carrier WSHP(S)-24 H 14 El • • • Carrier 50PCH-60 1 m • • • Carrier WSHP- RETAILS 49 m • • • Carrier 50PSH-24 2 EZI • • • Carrier 50hqp-120 1 El • • • RTU 5 TON 75 • • • • Mitsubishi PKA-A18HA4 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 24 of 35 INDOOR LIGHTING POWER ALLOWANCE LTG-3C Project Name Westfield Carlsbad Date 12/24/2013 ALLOWED LIGHTING POWER (Chose One Method) A Separate LTG-3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on this page are only for: • CONDITIONED SPACES • UNCONDITIONED SPACES COMPLETE BUILDING METHOD BUILDING CATEGORY (From §146 Table 146-E) WATTS PER (ft') X COMPLETE BLDG. AREA ALLOWED WATTS X X X X X X X X X X X X X X X TOTALS AREA WATTS AREA CATEGORY METHOD BUILDING CATEGORY (From §146 Table 146-F) WATTS PER (ft') X Area ft' ALLOWED WATTS Corr/dor/Resfroom/Supporf 0.60 X 4,890 2,934 All Others 0.60 X ),3)5 789 X X X X X X X X X X X X TOTALS 6,205 3,723 AREA WATTS TAILORED METHOD Total Allowed Watts using the Tailored Method taken from LTG-4C (Page 1 of 4) Row 3 0 The indoor lighting power allowance using the Tailored Method of compliance shall be determined using the LTG-4C set of forms. A separate set of LTG- 40 fonns shall be filled out for CONDITIONED and UNCONDITIONED spaces EnergyPro 51 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 25 of 35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Westfield Carlsbad 12/24/2013 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) WSHP WSHP 1-1 WSHP Number of Systems 14 1 49 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value Indicate Pac e Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 112(a) 4.80 COP 4.50 COP 4.50 COP MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 112(a) 13.0 EER 13.0 EER 13.0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 121(b) 9,891 cfm 494 cfm 32,378 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 121(c) No No Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 122(e) Occupancy Sensor Programmable Switch Occupancy Sensor MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 122(q) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Fumace 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 Location/ R-value 124 Attic, Ceiling Ins, unvented/8.0 Conditioned / 8.0 4ff/c, Ceiling Ins, unvented/ 8.0 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) 2,199,435 Btu/hr 77,459 Btu/hr 3,863,946 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) 1,095,546 Btu/hr 36,671 Btu/hr 1,676,767 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) Diff. Enth (Integrated) 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(q) 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) Yes No Yes 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.) by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 26 of 35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Westfield Carlsbad 12/24/2013 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) WSHP 1-21 WSHP 1-19 WSHP 1-20 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 Location/ R-value Indicate Pa( 36 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 Location/ R-value 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 Location/ R-value 112(a) 3.42 COP 3.42 COP 4.80 COP 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 Location/ R-value 112(a) 3).3 EER 31.3 EER 13.0 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 Location/ R-value 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 Location/ R-value 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 Location/ R-value 121(b) 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 Location/ R-value 121(b) 83 cfm Ocfm 1,485 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 Location/ R-value 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 Location/ R-value 121(c) No No 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 Location/ R-value 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 Location/ R-value 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 Location/ R-value 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 Location/ R-value 122(g) 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 Location/ R-value 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 Location/ R-value 124 Conditioned / 8.0 Conditioned / 8.0 Attic, Ceiling Ins, vented/8.0 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) 17,401 Btu/hr 17,214 Btu/hr 165,244 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) 21,674 Btu/hr 22,880 Btu/hr 78,387 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 No Economizer Diff. Enth (Integrated) 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(p) 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 27 of 35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Westfield Carlsbad 12/24/2013 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) RTU FCU-1 Number of Systems 75 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 Location/ R-value Indicate Pa 96 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 Location/ R-value 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 Location/ R-value 112(a) 80% AFUE 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 Location/ R-value 112(a) 14.0 SEER/11.7 EER 15.3 SEER/8.0 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 Location/ R-value 112(b), 112(c) 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 Location/ R-value 112(c), 115(a) Required 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 Location/ R-value 121(b) 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 Location/ R-value 121(b) 125,322 cfm Ocfm 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 Location/ R-value 121(c) 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 Location/ R-value 121(c) 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 Location/ R-value 122(e) 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 Location/ R-value 122(e) 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 Location/ R-value 122(f) 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 Location/ R-value 122(g) 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 Location/ R-value 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 Location/ R-value 124 Attic, Ceiling Ins, vented/8.0 n/a 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 HeafCool 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 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 HeafCool 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) 4,410,000 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool 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 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 HeafCool 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) 3,798,363 Btu/hr 19,609 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 HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool 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 HeafCool 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 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 HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool 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(g) 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 HeafCool 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 HeafCool 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 Yes 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: 6071 RunCode: 2013-12-24714:47:59 ID: Page 28 of 35 WATER SIDE SYSTEM REQUIREMENTS (Part 2 Of 2) MECH-2C Project Name Westfield Carlsbad Date 12/24/2013 WATER' SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops Item or System Tags (i.e. AC-1, RTU-1, HP-1)' 250 Ton Tower Lochinvar CHN2072 Number of Systems 2 1 Number of Systems Indicate Page Reference on Plans or Specification' MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) 10 °F Approach 95% Pipe Insulation 123 n/a HW Piping PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a&b) Variable-Speed-Fan n/a Cooling Tower Flow Controls 144(h) CW Reset n/a Variable Flow System Design 144(h) n/a Required Chiller and Boiler Isolation 144(1) n/a n/a CHW and HHW Reset Controls 144(i) n/a Required WLHP Isolation Valves 144(j) Required n/a VSD on CHW, CW & WLHP Pumps>5HP 144(j) n/a Required DP Sensor Location 144(i) n/a 1. The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next fo applicable section. Service Hot Water, Pool Heating Item or System Tags (i.e. WH-1, WHP, DHW, etc...)' Number of Systems Indicate Page Reference on Plans or Schedule' MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113(a) Water Heater Efficiency 113(b) Service Water Heating Installation 113(c) Pipe Insulation 123 POOL AND SPA Pool and Spa Efficiency and Control 114(a) Pool and Spa Installation 114(b) Pool Heater - No Pilot Light 115(c) Spa Heater - No Pilot Light 115(d) Pipe Insulation 123 1. The Proposed equipment needs to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 29 of 35 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Westfield Carlsbad Date 12/24/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (tt^) CFM per ft' Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM / ft' Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air 24 Hour Fitness 33,532 0)5 5,030 558.9 15.0 8,383 8,383 8,383 Basketball Court 6,032 0.15 905 100.5 15.0 1,508 ),508 ),508 WSHP Total 9,89) 9,89) Corridor 1st Floor 823 0.15 )23 )23 494 Trash 3,20) 0.15 480 480 0 480 WSHP 1-1 Total 604 494 Retail #1 13,979 0.25 3,495 3,495 6,920 Retail #2 24,364 0.25 6,09) 6,09) 12,060 Retail #3 7,970 0.25 ),993 ),993 3,945 Restaurant 9,406 0.50 4,703 4,703 9,453 WSHP Total )6,28) 32,378 Elec Room 553 0.15 83 83 83 WSHP 1-21 Total 83 83 Elec Room 387 0.15 58 58 0 58 WSHP 1-19 Total 58 0 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the design zone outdoor airflow rate per §121. K Condition area (ft^) x 0.4 CFM / ft^ or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Desiqn Minimum Air (Column M), Column H minus M. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 30 of 35 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Westfield Carlsbad Date 12/24/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H J K L M N Zone/System Condition Area (ft') CFM per ft' Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of D orG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM / ft' Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air LOBBY- RETAIL 3,000 0.25 750 750 ),485 WSHP 1-20 Total 750 ),485 Cinema 58,425 ).07 62,5)5 8,354.8 )5.0 125,322 ) 25,322 )25,322 RTU Totai ) 25,322 )25,322 Elevator Machine Room )46 0.15 22 22 0 22 FCU-1 Total 22 0 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G) 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the desiqn zone outdoor airflow rate per §121. K Condition area (ft') x 0.4 CFM / ft'; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and qreater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Desiqn Minimum Air (Column M), Column H minus M EnergyPro 5.) by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paqe 31 of 35 MECHANICAL EQUIPMENT DETAILS (Part 1 Of 2) MECH-5C Project Name Westfield Carlsbad Date 12/24/2013 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Qty. Efficiency Tons Qty. GPM BHP Pump Controi 250 Ton Tower Tower w/5.000 bhp fan 10 F Approach 250 400 5.00 One-Speed/3 Way Valves Hot Water Pumps 750 25.00 Variable-Speed DHW / BOILER SUMMARY System Name Type Distribution Qty. Rated input Voi. (Gais). Energy Factor or RE Standby Loss or Pilot Tank Ext. R-Vaiue Status Lochinvar CHN2072 Large Gas Hydronic Heating 2,072,000 94.8 % 0.00 % n/a New MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot VVater Pump Hot Water Piping Length (ft) Controi Qty. HP Type In Plenum Outside Buried Add Vi" insuiation • CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty. Output Aux. kW Efficiency Output Efficiency Status Carrier WSHP(S)-24 H Hydronic Heat Pump 14 ) 73,800 0.0 4.80 COP )25,900 13.0 EER New Carrier 50PCH-60 Hydronic Heat Pump 1 83,300 0.0 4.50 COP 61,500 13.0 EER New Camer WSHP- RETAILS Hydronic Heat Pump 49 83,300 0.0 4.50 COP 61,500 13.0 EER New Carrier 50PSH-24 Hydronic Heat Pump 2 )9,700 0.0 3.42 COP 29,200 31.3 EER New Carrier 50hqp-120 Hydronic Heat Pump 1 173,800 0.0 4.80 COP 125,900 13.0 EER New RTU 5 TON Packaged DX 75 58,800 0.0 80% AFUE 62,400 14.0 SEER/11.7 EER New Mitsubishi PKA-A 18HA4 Split DX 1 0.0 n/a 18,000 15.3 SEER/8.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP Camer WSHP(S)-24 H Constant Volume Diff. Enth (Integrated) 4,000 2.00 Carrier 50PCH-60 Constant Volume Diff. Enth (Integrated) 2,000 1.00 Carrier WSHP- RETAILS Constant Volume Diff. Enth (Integrated) 2,000 1.00 none Carrier 50PSH-24 Constant Volume No Economizer 850 0.30 Carrier 50hqp-120 Constant Volume Diff. Enth (Integrated) 4,000 2.00 RTU 5 TON Constant Volume No Economizer 2,000 0.74 Mitsubishi PKA-A 18HA4 Constant Volume No Economizer 425 0.10 EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 32 of 35 MECHANICAL EQUIPMENT DETAILS (Part 2 Of 2) MECH-5C Project Name Westfield Carlsbad Date 12/24/2013 ZONE SYSTEM SUMMARY SYSTEM VAV Fan Fan Cycles ECM Motor Zone Name System Name Type Qty. Heating Cooiing Min CFM Ratio Reheat Coii CFM BHP Fan Cycles ECM Motor Outside Air • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXHAUST FAN SUMMARY EXHAUST FAN EXHAUST FAN EXHAUST FAN Room Name Qty. CFM BHP Room Name _Qty^ CFM BHP Room Name Qty. CFM BHP Corridor 0.0 3,000 0.75 Corridor 0.0 3,000 0.75 EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 33 of 35 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Westfield Carlsbad Date 12/24/2013 DESCRIPTION Building Envelope Measures: SI I8r V 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. fiHRrrv ^" Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of 9 n a(c;. 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-value of no less than R-13 between framing members. §117(aV ^" ^'^^'"'^'^ Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ ^ '' weatherstripped 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. 5116(b)' Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be ^ ' weatherstripped (except for unframed glass doors and fire doors). EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 34 of 35 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM project Name Westfield Carlsbad Date 12/24/2013 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the 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 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and stiall 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 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 IHeating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5.1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 35 of 35 ^ CITY CARLSBAD O F PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.eov Building@carlsbadca.eov Project Address: Permit No.: Information provided below refers to worb being done on the above mentioned pennit only. This form must be completeci and returned to the Buildinq Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New buHding sewer line? ................................................. Ves No X INTERIOR TENANT ll\/IPROVEIVIENT ONLY - Number of new roof drains? fiQ.QF..DJ3AlNS.N0.IfAB.T..QF..T.dJS.J?£BMlT.... Qnstall/jlter water line? Number of new water heaters? _^ Number of new, relocated or replaced gas outlets? "^^^ Number of new hose bibs? _^ Residential Pennits: New/expanded service: Number of new amps: Minor Remodel onfy; Ves No Commerdal/industrial: Tenant Improvement: Number of existing amps Involved In this project Number of new amps Involved In Ms proiect ma AMPS New Construction: Amps per Panel: Single Phase Number of new amperes Three Phase Number of new amperes Three Phase 480 Number of new amperes ^ ^ ^ 3 AMPS/ 480 /3 PHASE 27 Number of new fumaces, A/C, or heat pumps?. New or relocated duct worb? Ves No Number of new fireplaces? ^"^ Number of new exhaust fans? Relocate/install vent? _f Number of new exhaust hoods? ^ Number of new boilers or compressors? Number of HP ^"^ B-18 Page 1 of 1 Rev. 03/09 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / _L Business Name Business Contact REGAL ENTERTAINMENT GROUP. REGAL CINEMAS 12 RONALD KOOCH Telephone # t \ 865-922-1123 Proiect Address City 2525 EL CAMINO REAL #100 CARLSBAD. CA 92008 State Zip Code APN# Maillna Address City 7132 REGAL LANE KNOXVILLE. TN 37918 State Zip Code Plan File# Proiect Contact CHARLES BELL. BBARCHITECTS. INC. Telephone # 949 494 8093 The following questions represent the fecility's activities, NOT the specific project description. pARTi A-1 J FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFiCATiON: Indicate by circiing 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 pian submittal. Facility's Square Footage (including proposed project): _JSZJ&LS£ 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives Occupancy Rating: 13. Corrosives 14. Other Health Hazards 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, 5500 Overiand Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIREO. YES NO 1. • M 2. • 3. • M 4. • X 5. • M 6. • @ 7. • Project Completion Date: 11 / 15 /14 Expected Date of Occupancy:. 11 ,15 ,14 Date Initiais • CalARP Required Date Initials • CalARP Complete I (for new construction or remodeling projects) Is your business listed on the reverse side of this fonn? (checic all that apply). WIII 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 teet, 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)? Wlli your business use or instail a Hazardous Waste Tanl< System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capadty equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below Is yes, 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 4 or 5 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. NO • CalARP Exempt Date Initials YES 1. • 2. • 3. • 4. • 5. • 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://vyww.sdapcd.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)? (Search the Califomia School Directory at http://www.cde.ca.qov/re/sd/ for public and private schools or contact the appropriate school district). Has a survey been perfonned to determine the presence of Asbestos Containing Materials? 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: 12 SCREEN MOVIE THEATRE Brieflv describe orooosed oroiect: TENANT IMPROVEMENT PROJECT IN NEWLY REMODELED SHELL Rl III niwrii mN.qTRi ir.TFp i INHFR .^FPARATF PFRMIT I declare under penalty of penury that to the best of my knowlec Name of Owner or Authorized Agent tnje and conect. IEIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: Signatu(]|jlP9wrre^r Aui FdROFFICIAL USE ONLY: /^/ s-//,s Date DATE: EXEMPT OR NO FURTHER INFORMATION REQUIREO RELEASED FOR BUILDING PERMn BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMO APCD A Stamp in this box onlv exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permittino requirements mav still applv. HM-9171 (02/11) Covmty of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 11/25/13 Date. Business Name ^^^'^^ CINEMAS STADIUM 12 AT PLAZA CAMINO REAL MALL Street Address 2525 EL CAMINO REAL EmailAddressRONALD.KoocH@REGALciNEMAs.coM del/ (^.hhaiTY^UAkJh.Of^ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing 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 Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing 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):, 12 SCREEN MOTION PICTURE MULTI PLEX THEATRE Description of operations generating wastewater (discharged to sewer, hauled or evaporated): RESTROOMS AND CONCESSION STAND DISCHARGE TO SANITARY SEWER Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type/volume): 2500 GAL/DAY Date operation began/or will begin at this location: 11/15/14 1^ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: 5iteCon\ac\J^JU^fh\TiM^ / Title^R fflO^S^^M^yl^ IhfT/Jphone No. 7^0 ^3 i^^Tpy Signal ENCI Avenida Encinas Carisbad, CA 92011 (760)438-3941 FAX: (760)476-9852 CB133007 2501 EL CAMINO REAL 200 REGAL THEATRE: 58,615 SF i ,7.1,^ji^ esfr-u^c^ ^/•'/'V' JT-/, fs6.o ^•'^ 4'/' Final l/itoection required by: I Plan • CM&I SW •ISSUED Fire •cv BUILDING PLANNING ENGINEERING FIRE Expedited Y AFS Checked by: Date HazMat APCD -WJg^ • / . Health Forms/Fees Sent Rec'd Due? By Encina /Zjj/lS 1 N Fire I ' I I Y N HazHealthAPCD V N PE&M Y N School — Y N Sewer Y N Stormwater Y N Special lnspfcti<^n Y N CFD: Y rNJ PFF: HJ N~ Comments Date Date Date Oate Building Planning Engineering Fire 1^ 7^ Need? 01-28-2015 City of Carlsbad 1635 Faraday Av Carlsbad, GA 92008 Plan Check Revision Permit No:PCR14091 Buiiding Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2501 EL CAMINO REAL CBAD St: 200 PCR 1563020800 Lot#: $0.00 Construction Type: CBI33007 3B Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 05/15/2014 JA/SKS 01/28/2015 01/28/2015 REGAL THEATRE - REVISED ADD LUXURY SEATS IN 12 AUDITORIUMS, LOWER OCCUPANCY LOAD OVERALL // REVISED TOILET ROOMS // STEEL SUPPORTS FOR STADIUM SEATING TO STEEL STUD BEARING WALLS // REVISED MEP Applicant: CHARLES BELL 949-494-8093 Owner: CMF PCR LLC C/O WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $1,160.00 $0.00 $0.00 Total Fees: $1,160.00 Total Payments To Date: $1,160.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project Indudes Ihe Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth In Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely foiiow 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 otherwise 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 Revis Pqgl^-'?) Origin.. Plan Check MnCg' l^'i^l Contact Email c b<.11 bbQ)rc.Ui+e.cd> • ^^1^ Contact Adciress 13^0 9>. CQQ<^-t- HtO(^ •4^1g^ r.f^ n Os. faOr^l^ ^ 20> 'r:>| General Scope of Work Original p/ans prepared by an architect o\ engineer, revisions must be signed & stamped by that person. 1 • Elements revised: Plans • Calculations O Soils H] Energy • Other 2. Describe revisions in detail • 1 1 -J 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets Al/ <s>W /he « 4—1 1 a= J 'mtj^ ^ b 1 im^ ^f^-^—• 1 ^ 1 X 6. Does this revision add ANY new floor areafsj? • Yes ^^No T. Does this revision affect any fire related issues? ^<^j2^s • No ,^^hf5i^ ^jL/l^<?- 8. Is this a co'rnptete^set? Yes/- [/) No ^Signature f^j^m MW 1635 Faraday Aver Carlsbad, CA 92008 Ph: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov vwwv.carlsbadca.gov EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: July 18, 2014 • APPLICANT • JURIS. JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-3007 (REV. #1) - NEW PCR #14-091 SET: II PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL CINEMAS 12 XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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: CHARLES BELL 1590 S. COAST HIGHWAY, SUITE #18, LAGUNA BEACH, CA 92651 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: CHARLES Telephone #: 949-494-8093 Date contacted: (by: ) Email: c.bell(S)bbarchitects.com Fax #: -2772 Mall Telephone Fax In Person XI REMARKS: *[Miscellaneous plan revisions including luxury seating, exiting layout, seating support system & restroom changes with associated structural as well as P/M/E revisions. All disciplines & most sheets of plans are impacted. New plans are submitted]. By: Ali Sadre Enclosures: EsGil Corporation Kl GA K EJ • iVIB • PC 5/16 9320 Chesapeai<e Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (BuiUing Safety DATE: MAY 20, 2014 • APPLICANT • JURIS. JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLAN CHECK NO.: 13-3007 (REV. #1) - NEW PCR #14-091 SET: I PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL CINEMAS 12 BBA RESPONSES SHOWN BELOW INDICATED AS DELTA 13, DATED June 27, 2014 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 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. ^ 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. XI The applicant's copy of the check list has been sent to: CHARLES BELL 1590 S. COAST HIGHWAY, SUITE #18, LAGUNA BEACH, CA 92651 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: CHARLES Telephone #: 949-494-8093 Date contacted: (by: ) Email: c.bell(S)bbarchitects.com Fax #: -2772 Mail Telephone Fax In Person ^ REMARKS: All architectural sheets of plans need to be signed by the project architect. *[Miscellaneous plan revisions including luxury seating, exiting layout, seating support system & restroom changes with associated structural as well as P/M/E revisions. All disciplines & most sheets of plans are impacted. New plans are submitted]. I2 sets of complete Arch, Struct and MEP signed plans delivered to EsGil 7/8/14 - BBA By: ALI SADRE, S.E. Enclosures: EsGil Corporation S GA El EJ • MB • PC 5/16 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 12 sets of complete Arch. Struct and MEP signed plans delivered to EsGil 7/8/14 - BBA | • All architectural sheets of plans need to be signed by the project architect. PLUIVIBING, IMECHANICAL, ELECTRICAL, and ENERGY COIMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1. Isn't some of that seat power (sheet E3.3) on the lower level? ENERGY (2010 CALIFORNIA BUILDING ENERGY STANDARDS) 2. Provide a revised mechanical energy design: The required amounts of outside air should drop. 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. For Items 1 and 2 above SEE ATTACHED MEP Engineer responses shown as Delta 13 dated June 27,2014 Note: The following items are added and not included in plan check corrections listed above: 1. See Sheet P2.1 and sheet A5.0 for added janitor sink in Closet 140 indicated as Delta 14 on sheet P2.1. and Delta 13 on A5.0. Janitor sink added per request by Regal Cinemas. This is added work not part of plan check corrections. 2. See sheet A5.0 for added reference note 93 for the installation of Bulk Carbonation system and ventilation exhaust system added to vent through roof as shown on sheet Mep1.1 ,M2.1, M2.2., E3.1 per Fire Department Plan review requirements. 3. Fire Department Plan Review correction required San Diego County Health Department Hazardous Materials Questionnaire to be processed. Copy ofapproved San Diego Regional Hazardous Materials Questionnaire attached for your record. Original wet stamped reviewed Questionnaire to be provided directly to city of Carlsbad. BBA 7/8/14 EnviroDesign M&E Systems Engineering Sam £. Patton, P.E. wvm. ediengineers. com Regal Camino Real Plaza Carlsbad, California MEP Plan Check Corrections Delta 13, June 26, 2014 Below are the MEP Plan check comments and our responses in bold, italics: PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY Comments 1. Isn't some of that seat power (sheet E3.3) on the lower level? Yes. This was discussed on site, but sheet E3.1 needs to be revised to remove the receptacles on the lower level at the wheel chair locations. Please see revised sheet E3.1. 2. Provide a revised mechanical energy design. The required amount of outside air should drop. Thanks. Please see the revised sheets MEP0.4 and MEP0.5 for revised Mech Energy Forms with the reduced outside air shown. Fire Department Comments 3. Provide code compliant exhaust system for C02 tank. See revised drawing MEP1.1, M2.1 and M2.2 for added exhaust fan and exhaust duct. Also, please see architectural drawings for added Chapter 30 verbiage. Note: the new exhaust fan meets and exceeds the exhaust requirement set forth in Chapter 30 for compressed gasses. End of Comments and Responses EnviroDesjgn,lnc. • 900 Ranch Rd. 620 So., Ste 0101-301 • Austin, TX 78734 • Tel: (512)693-9015 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY RECORD ID # HHMBP# BP DATE / Business Name REGAU CINEMAS 12, WESTFIELD CARLSBAD fMLL Business Contact JOHN TOY, VICE PRESIDENT OF CONSTRUCTION Teiephone # SSS 925 3915 Project Address 2501 CAM(NOJREAL#JiXr Et, C^KjMJ a Cih. state '"^ CARLSSAD, CA Zip Code 92008 APN# 15S-302-OS Mailing Address REG/y. ENTERTAINMENT GROUP, T132 f«6AL LANE City State KNOXVILLE, TN Zip Code 37918 PlanFi!e# ..^ Project Contact CHARLES BELL. ARCHITECT, BBARCHfrECTS, INC Telephone # 949494 8093 TTie foiiowing questions represent ttie facility's activities, NOTttia specific pr<^ect description. PART I; FIRE DEPARTIWENT - HAZARDOUS iWATERIALS DIVISION: OCCUPANCY CLASSIFtCATIOM: fnot required for grofects within the Citv of San Digaab Indicate by cirding ttie item, wtiether your business will use, process, or store any of the following tia2ardous matertate. If any of the items are drded. applicant must cdhtad tfie Fire Protection Agency vwth jurisdiction prior to plan submittal. IFOR INSTALU\TIGN OF NEW CARBO- MAX 750 HIGH FLOW BULK 002 Occupancy Rating:/!'' I Facility's Square Footage (including proposed projecl): 3/^ DhmtMK FOR nnMCFRSinN STAMP DRINK STATIOM I ISF 1. Bqslosiye or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Conrosives 2. Compressed Gases 6. oxidizers 10. Cryogenics J£J2tljfflJiealtljJhteafds 3. Flarhrj^able/Corrtbustible Uquids 7. Pyropliorics 11. Highly Toxic or Toxic Matertals (jS. None of TtieseT^ i^iy > ^.MT 4. Flammable Solids 8> Unstable Reactives 12. Radioactives XT J^^vl/^ PART H: SAN DIEGD GOUMTY PEPARTMEI^T OF ENVIROMMENTAL HEALTH - HAZARDOUS MATERIALS DIVtSION <HMD): If the answ to anv ofthe questions is yes, applicant must contact the Gounty of San Diego Hazardous iViaterials Division. 5500 Overland Avenue, Suite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuancse df a tiuilding per^ FEES ARE REQUIRED. YES NO 1. • 0 2. 0 3. • 0 4. • 0 6. • 0 6. o 0 7. o 0 8v • 0 Project Completion Date: • CalARP Exempt 1 Date Initials O CalARP Required I Date Initials • CalARP Complete / Date Initiais Expected Date of Occupancj': (for new constaiction or remodeling projects) Is yqui" business listed on the reverse side of this fonn? (check all that apply). Wffl your business dispose of Hazardous Substances or Medical Waste in any amount? Wi your business store or handle Hazardous Substances in quantities greateir than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? WiD your business store or handle carcinogens/reproductive toxins in any quantity? VWI your business use an existing or install an underground storage tank? Will your business store «• handle RegiJiated Substances (CalARP)? Will your business use or install & Hazardous WSste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your fadlity w'th a tola! facility storage capacity equa! to qrgreaterthan 1,320gaHdns?(Califomia's Aboveground Petroleum Storiage Act). PART 111: SAW DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 below is no dr the answer to any of the Questions #2-5 is yes. applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone (858) 586-2600 prior to the issuance of a building or demolition peimit if the answer to questions #4 or #5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 Marking days prior to commencing demolition or renovation. (Some residential projects may be exempt fi-om the notification requirements. Contact the APCD for more infomiation.) Has a survey been perfonned to determine the presence of Asbestos Containing Materials? Will the subject facility or constaiction activities indude operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at htto:/Avww.sdaDcd.ora/info/facls/pemiits.Ddf. 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 wnthin 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http://www.cde-ca.aov/re/sd/ for public and private schools or contact the appropriate school district). YES NO 1. 0 • 2. • • 3. • 0 4. • 0 5. • 0 Briefly descnTae business activities: MOTION PICTURE MULTI PLEX MOVIE THEATRE Briefly describe^ proposed project; NEW CQNSf RUCTION - INTERIOR TENANT IMPROVEMENT i declare under penalty of perjury that to the Ijest of my knov^edge and belief trie Name of Owner or Authorized Agent ignature 1 are true and correct. n^6r Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICAL USE ONLY: DATe EXEMPT OR NO.FURTHER INFORMATION REQUIRED APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMO APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD mpts businesses from completing or updating a Hazardous Materials Business Plan. Other pennitting requirements may still apply. County of San Diego - DEH - Hazardous Materials Divi.-rion LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE CHEMICAL HANDLING OTHERS AND MISCELLANEOUS Q Battery Manufacturing/Recycling O Photographic Processing • Asphalt Plant • Boat Yard Q Pool Supplies/Maintenance • Biotechnology/Research • Car Wash • Printing/Blue Printing • Chiropractic Office • Dealership Maintenance/Painting • Road Coatings • Co-Generation Plant • Machine Shop O Swimming Pool • Dental Clinic/Office • Painting • Toxic Gas Handler • Dialysis Center • Radiator Shop • Toxic Gas Manufacturer • Emergency Generator • Rental Yard Equipment • Frozen Food Processing Facility • Repair/Preventive Maintenance METAL WORKING • Hazardous Waste Hauler • Spray Booth • Anodizing • Hospital/Convalescent Home • Transportation Services • Chemical Milling/Etching • Laboratory/Biological Lab • Wrecking/Recycling • Finish-Coating/Painting • Medical Clinic/Office • Flame Spraying • Nitrous Oxide (NOx) Control System CHEMICAL HANDLING • Foundry • Phannaceuticals • Agricultural supplier/distributor • Machine Shop-Drilling/Lathes/Miiis • Public Utility • Chemical Manufacturer • Metal Plating • Refrigeration System • Chemical SuppHer/DistritJutor • Metal Prepping/Chemical Coating • Rock Quarry • Coatings/Adhesive • Predous Metal Recovery • Ship Repair/Constnjction • Compressed Gas Supplier/Distributor • Sand Blasting/Grinding • Telecommunications Cell Site • Dry Cleaning • Steel Fabricator • Veterinary Clinic/Hospital • Fiberglass/Resin Application • Wrought Iron Manufacturing • Wood/Fumiture Manufacturing/Refinlshing • Gas Station • Industrial Laundry AEROSPACE ELECTRONICS • Laboratory • Aerospace Industry • Bectronic Assembly/Sub-Assembly • Laboratory Supplier/Distributor • Aircraft Maintenance • Bectronic Components Manufacturing • Oil and Fuel Bulk Supply • Aircraft Manufacturing • Printed Circuit Board Manufacturing • Pesticide Operator/Distributor • Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES. WHICH TYPICALLY USE, STORE. HANDLE, ANO DISPOSE OF H/s^ZARDOUS SUBSTANCES ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any ofthe following operations or equipment, wili require clearance from the Air Poilution Control District CHEMICAL 47 - Organic Gas Sterilizers Acid Chemical Milling Can & Coil Manufacturing Evaporators, Dryers & Stills Processing Organic Materials Dry Chemical Mixing & Detergent Spray Towers Bulk Dry Chemicals Storage Chrome Electroplating Tanks COMBUSTION ROCK AND MINERAL 32 33 44 24-( 35 55 34 - Piston Intemal - Combustion Engines 04-Hot Asphalt Batch Plants 13 - Boilers & Heaters (1 million BTU/hr or larger) 05-Rock Drills 14 - Incinerators & Crematories 06-Screening Operations 15 — Bum Out Ovens 07-Sand Rock & Aggregate Plants 16 - Core Ovens 08-Concrete.Batch, CTB, Concrete Mixers, Mixers 20 - Gas Turbines, and Turbine Test Cells & Stands & Silos 48 - Landfill and/or Digester Gas Flares 10-Brick Manufacturing ELECTRONICS 29 - Automated Soldering 42 - Electi'onic Component Mfg FOOD 12-Fish Canneries 12 — Smoke Houses 50 - Coffee Roasters 35 — Bulk Flour & Powered Sugar Storage SOLVENT USE 28 - Vapor & Cold Degreasing 30 - Solvent & Extract Driers 31 - Dry Cleaning COATINGS & ORGANIC SOLVENTS 27 - Coating & Painting 37 - Plasma Arc & Ceramic Deposition Spray Booths 33 - Paint, Stain & Ink Mfg 27 - Printing 27 - Polyester Resin/Fiberglass Operations METALS 18 - Metal Melting Devices 19 - Oil Quenching & Salt Baths 32 - Hot Dip Galvanizing 39 - Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE, ETC) 25 - Gasoline & Alcohol Bulk Plants & Tenninals 25 - Intermediate Refuelers 26 - Gasoline & Alcohol Fuel Dispensing NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 585-2600. OTHER 01 - Abrasive Blasting Equipment 03 - Asphalt Roofing Kettles & Tankers 46 - Reverse Osmosis Membrane Mfg 51 - Aqueous Waste Neutralizati'on 11 - Tire Buffers 17 - Brake Debonders 23 - Bulk Grain & Dry Chemical Transfer & Storage 45 - Rubber Mixers 21 - Waste Disposal & Reclamation Units 36 - Grinding BooUis & Rooms 40 - /Asphalt Pavement Heaters 43 - Ceramic Slip Casting 41 - Periite Processing 40 - Cooling Towers - Registration Only 91 - Fumigation Operations 56 - VWVTP (1 million gal/day or larger) & Pump Station HM-9171 (03/14) County of San Diego - DEH - Hazardous Materials Division EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: MAY 20, 2014 • APPLICANT ar' JURIS. JURISDICTION: CARLSBAD PLANREVIEWER • FILE PLAN CHECK NO.: 13-3007 (REV. #1) - NEW PCR #14-091 SET: I PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL CINEMAS 12 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 building codes when minor deficiencies identified below are resolved and checked by buiiding 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: CHARLES BELL 1590 S. COAST HIGHWAY, SUITE #18, LAGUNA BEACH, CA 92651 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: CHARLES Telephone #: 949-494-8093 Date contacted^ 1(by: ^^|^Email: c.bell@bbarchitects.com Fax #:-2772 «M>Mail Telephone Fax In Person XI REMARKS: All architectural sheets of plans need to be signed by the project architect. *[Miscellaneous plan revisions including luxury seating, exiting layout, seating support system & restroom clianges witli associated structural as well as P/M/E revisions. All disciplines & most sheets of plans are impacted. New plans are submitted]. By: ALI SADRE, S.E. Enclosures: EsGil Corporation Kl GA 13 EJ • MB • PC 5/16 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-3007 (REV. #1) - NEW PCR #14-091 MAY 20, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD #1) - NEW PCR #14-091 PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 2501 EL CAMINO REAL PLAN CHECK NO.: 13-3007 (REV. DATE: MAY 20, 2014 BUILDING OCCUPANCY: Al TYPE OF CONSTRUCTION: III-B/SPR. BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PLAN REVISIONS ALL SHEETS IMPACTED Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance Plan Checic Fee by Ordinance Type of Review: • • Repetitive Fee " ^ j Repeats Complete Review • Other 0 Hourly EsGil Fee Based on hourly rate $1,160.00 • structural Only 8 $116.00 Hrs. @ $928.00 Comments: Sheet 1 Of 1 macvalue.doc + • All architectural sheets of plans need to be signed by the project architect. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1. Isn't some of that seat power (sheet E3.3) on the lower levei? ENERGY (2010 CALIFORNIA BUILDING ENERGY STANDARDS) 2. Provide a revised mechanical energy design: The required amounts of outside air should drop. 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. PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 ww/w/.carlsbadca.cov DATE: 05/16/2014 PROJECT NAME: Regal Cinemas PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: PCR14091 SET#: 1 ADDRESS: 2501 El Camino Reai APN: 156-302-08 ^ This plan check review Is complete and has been APPROVED by the Planning Division. By: Jason Goff C^Ji- A Final Inspection by the Pianning Division is required ^ Yes • No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. • This plan check review is NOT COIVIPLErE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Ch rls.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carisbadca.gov 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carisbadca.gov X Jason Goff 760-602-4643 Jason.goff@carlsbadca.gov • Dominic Fieri 760-602-4664 Dominic.Fieri@carisbadca.gov Remarks: None CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITT/ftf^ Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov 7^ DATE: 10/23/14 PROJECTNAME: regal cinemas PROJECTID: PLAN CHECK NO: pcrl4091 (cbl33007) SET#: il ADDRESS: 2501 ecr APN: 3 This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ Yes • No Q This plan check review is NOT COIViPLErE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: k.lovell@bbarchitects.com (hard copy sent via USPS) you may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carisbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carisbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carisbadca.gov X Cindy Wong 760-602-4662 Cynthia.Wonfi@carisbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carisbadca.gov Remarks: 10/21/14 **APPROVED: Page 1 of2 THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 7/25/14 ***Bubble All Changes*** 1. Where is sheet FP-0.01? It is referenced to show detail for riser. 2. Sheet A.50 #93, where is "carbo-max" manufacturer's specification sheet? 3. Why does #93 (Delta 13) on sheet A.5.0 reference Sheet A.1.1.2 for connpressed gas not otherwise regulated CBC 3007.1 and no Delta 13 exists on Sheet A.1.1.2 in use or legend. 4. Where is Delta 13 for M2.2 sheet 5. Sheet E.3.1 is this empty conduit being used a sleeve for the C02 piping? Is the interior pipe shown in the plumbing plans? Please indicate where this is. 6. Where is the cubic feet of C02 listed? 7. Please email to cynthio.wong@carlsbadca.gov a PDF of Sheet A.1.1.2. Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: PCR , Date ofReport: 10-21-2014 Name: Address: CHARLES BELL Reviewed by: Permit #:PCR14091 Job Name: REGAL THEATRE - Job Address: 2501 EL CAMINO REAL CBAD St: 200 II l( ( H\ ll'l ||| i ll I III III III you have submitted for review is incnmr>1p.te At this time |his office camiot adequately conduct a levielV Ur^^jBBiaaSgjHF^^ce wim tne applicable codes and/or staiiddid.5. I'ltiUlsL I'wdjew carefully all i niiiiin till ii lii i1 11i i i r""iirmil'ili' ll iiinr^rplnn" inrl^nr specifications, v^th changes "clouded", to this office for review and approval. Conditions: Cond: CON0007495 [NOT MET] ***Bubble All Changes*** 1. Where is sheet FP-0.01? It is referenced to show detail for riser. 2. Sheet A.50 #93, where is "carbo-max" manufacturer's specification sheet? 3. Why does #93 (Delta 13) on sheet A.5.0 reference Sheet A.1.1.2 for compressed gas not otherwise regulated CBC 3007.1 and no Delta 13 exists on Sheet A.1.1.2 in use or legend. 4. Where is Delta 13 for M2.2 sheet 5. Sheet E.3.1 is this empty conduit being used a sleeve for the C02 piping? Is the interior pipe shown in the plumbing plans? Please indicate where this is. 6. Where is the cubic feet of C02 listed? 7. Please email to cynthio.wong@carlsbadca.gov a PDF of Sheet A. 1.1.2. Entry: 07/25/2014 By: cwong Action: CO Cond: CON0007763 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 10/21/2014 By: cwong Action: AP CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 -^p, www.carlsbadca.gov DATE: 07/25/14 PROJECT NAiVIE: regal cinemas PROJECTID: PLAN CHECK NO: pcrl4091 (cbl33007) SET#: i ADDRESS: 2501 ecr APN: Q This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ Yes • No ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: k.lovell@bbarchitects.com (hard copy sent via USPS) You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carisbadca.gov 1 1 Greg Ryan 760-602-4663 Gregory. Rva n@ca risbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carisbadca.gov X Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.£ov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carisbadca.gov Remarks: 7/25/14 ***Bubble All Changes*** 1. Where is sheet FP-O.Ol? It is referenced to show detail for riser. Page 1 of 2 3. Why does #93 ( Delta 13) on sheet A.5.0 reference Sheet A.1.1.2 for compressed gas not otherwise regulated CBC 3007.1 and no Delta 13 exists on Sheet A.1.1.2 in use or legend. 4. Where is Delta 13 for M2.2 sheet 5. Sheet E.3.1 is this empty conduit being used a sleeve for the C02 piping? Is the interior pipe shown in the plumbing plans? Please indicate where this is. 6. Where is the cubic feet of C02 listed? 7. Please email to cynthio.wong@carlsbadca.gov a PDF of Sheet A.1.1.2. Page 2 of2 TRANSMITTAL July 25, 2014 RE: TO: Plan Review CB 13-3007 (REV.#1) - New PCR #14-091 Seating Revision Plati Check, Corrections Plaza Camino Real Regal Cinemas 12 2501 El Camino Real, Carlsbad, Califomia City of Carlsbad Fire Department Attn: Cynthia Wong, Fire Prevention 1635 Faraday Ave Carlsbad, CA 92008 760-602-4660 southcoast hwy. suite 18 laguna beach, ca 9 2 6 5 1 p . 949 • 494 • 8093 F . 949 - 494• 2772 professionoi orchilecturol corporoiion B B RCHITECTS I N C. WE TRANSMIT: X Herewith In accordance with your request Under separate cover via FOR YOUR: X Approval X Record X Use Information X Distribution to Parties Review and comment THE FOLLOWING: X Drawings Specifications Change Order Samples Product Literature Submittals Shop Drawing Reproductions Other - EsGil Plan Review Responses and HazMat Questionnaire COPIES DESCRIPTION DATE 2 Regal Cinemas 12 Plaza Camino Real-Delta 15 sheet A 1.1.2 07/27/2014 2 Regal Cinemas 12 Plaza Camino Real -Delta 13 sheet clarifications Al.l, M2.2, E3.L E 5.1 07/27/2014 2 Regal Cinemas 12 Plaza Camino Real - Shell Delta #5 FP-0.01 (Fire riser detail clarification) 07/27/2014 1 PCR14091 Carlsbad Fire Department 07-25-2014 Plan Review Responses 07/27/2014 REMARKS: Cindy, BBA is submitting plan review responses, revised sheet A1.1.2 to include C02 Tank cut sheet, FPOl from approved shell [drawings indicating the fire riser detail as it occurs on the lower level of the building, and additional copies of Delta 13 [sheets previously submitted with plan check correction clarifications as noted including Al.l, M2.2,E3.1, E5.1 for your |review and approval. 'lease contact me if you need any additional information at this time. lespectfully submitted, pharles Bell, Architect BBArchitects, Inc. Carlsbad Fire Department Plan Review Requirements Category: PCR, Date ofReport: 07-25-2014 Reviewed by: Name: CHARLES BELL ''*/}^ Address: Permit #: PCR 14091 Job Name: REGAL THEATRE - Job Address: 2501 EL CAMINO REAL CBAD St: 200 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to detennine compliance with the appiicable 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, BBA responses as noted below shown blue type. Date of response 7/25/14 Conditions: Cond: CON0007495 [NOT MET] Bubble All Changes*** 1. Where is sheet FP-0.01 ? It is referenced to show detail for riser. BBA response: Please see attached FP-0.01 drawing approved under the shell building permit CBI 3 2181 Delta 5 attached. 2. Sheet A.50 #93, where is "carbo-max" manufacturer's specification sheet? BBA response: Added cut sheet of Carbo Max to sheet Al .1.2, (detail 2/A1.1.2) attached. 3. Why does #93 ( Delta 13) on sheet A.5.0 reference Sheet A.1.1.2 for compressed gas not otherwise regulated CBC 3007.1 and no Delta 13 exists on Sheet A.1.1.2 in use or legend. BBA response: See attached sheet All.2 and title sheet A1.1. Indicating Delta 13 on sheet Index. 4. Where is Delta 13 for M2.2 sheet BBA response: See attached sheet M2.2. Delta 13 indicates the C02 exhaust duct from from C02 room below through mezzanine floor to roof above on right hand side of sheet. 5. Sheet E.3.1 is this empty conduit being used a sleeve for the C02 piping? Is the interior pipe shown in the plumbing plans? Please indicate where this is. BBA response: Sheet E3.1 indicates empty conduit to "scullery" (concession work room). See attached enlarged concession plan power plan detail 1/E5.1 6. Where is the cubic feet of C02 listed? BBA response: Cubic feet indicated on the bottom of the first page of the C02 tank cut sheet on attached Sheet Al .1.2. 7. Please email to cynthio.wong@carlsbadca.gov a PDF of Sheet A.1.1.2. BBA response: See attached pdffileof SheetAI.1.2. Entry: 07/25/2014 By: cwong Action: CO 3. Why does #93 ( Delta 13) on sheet A.5.0 reference Sheet A.l.i.2 for comprised gas not otherwise regulated CBC 3007.1 and no Delta 13 exists on Sheet A.l.i.2 in use or legend. BBA response: See response on previous page 4. Where is Delta 13 for IVI2.2 sheet BBA response: See response on previous page 5. Sheet E.3.1 is this empty conduit being used a sleeve for the C02 piping? Is the interior pipe shown in the plunnbmg plans? Please Indicate where this is. BBA response: See response on previous page 6. Where is the cubic feet of C02 listed? BBA response: See response on previous page 7. Please email to cynthlo.wong@carlsbadca.gov a PDF of Sheet A.i.1.2. BBA response: See response on previous page Pagel of2 CARBO-MAX 7Sa HIGH FLOW HIGH CAPACITY - HIGH FLOW BULK CO. Beverage Systems • CINEPLEXES.SWIMMING POOLS-STADIUMS-MICROBREWERIES Carbo-Max 750 The MVE Carbo-Max 750 High Flow system is an innovative bull< CO^ system that meets the demands of high volume customers. A first in the beverage market, the Carbo-Max 750 High Flow system offers the capacity and flow rates necessary for high volume users such as: stadiums, brew pubs, cineplexes and microbreweries. Corrosion Resistant Coating can be an important addition to your MVE Beverage System in certain regions of the country or in specific applications (e.g. - swimming pools). The MVE Beverage coating system consists of one coat of primer and two coats of quick dry enamel with Xylene reducer on sandblast-finished stainless steel. /fUl.HJIIiifl /»J\Ill'Il. (•'/••/Miin.l' , 21-3 9-4-12 OARBO-MAX 750 HIGH FLOW HIGH CAPACITY - HIGH FLOW BULK CO, Sure-Fill Circuit Vent Circuit Contents Gauge • Pressure Maintaining Circuit (Economizer) Fill Circuit Product Advantages: • Stainless sled, double- walled, vacuum insulated container • Proprietary vacuum legeneration system for on site maintenance • Optional patented Sure-Fill system enables tank filliny wilh no manual venting • Stable 6" uni-body leys meet health departinenl sanitation requirements • Safe, low operating pressure • Easy-to-read gauges for CO, contents and tank pressure • COj liquid withdrawal system will^ buill in vaporization coil allows for higher maximum flow rales up to 18 Ibs |jer hr SPECIFICATIONS DIMENSIONS Diameter Height (with legs)n Empty Weight Full Weight DESIGN CRITERIA Code MAWP Insulation Type CAPACITY Gross Volume Net Storage Volume 6,895 gal @ o Height without legs, subtract 6 in ' ASME Boiler and Pressure Vessel Design Section VIII, Div. I t Super Insulation/High Vacuum § No loss in normal applications 12 consecutive hours at room temperature + Four consecutive hours at room temperature " Float gauge available upon recjuest COMPONENTS ASME Relief Valve Setting Secondary RV Setting Gas Use Connection Fill Line Connection Vent Connection CONSTRUCTION Inner Vessel Material Outer Vessel Material Vaporizer Coil Liquid Level Gauge" 26 in 73.875 in 4301b 12191b ASME» 300 psig Sit 89.1 gal 82 gal PERFORMANCE Evaporation Rate § 3.0 lb/day CO2 Gas Delivery (Continuous)^ 15.0 Ib/hr Peak flow rate+ 18 Ib/hr 66 cm 187.6 cm 195 kg 552.9 kg 20.7 bar 337.4 Itr 311 Itr 1.4 kg/day 6.8 kg/hr 8.2 kg/hr 300 psig 20.7 bar 450 psig 31.0 bar 1/4 in 45° Flare 5/8 in Male 45° Flare 1/2 in OD Tubing Stainless Steel Stainless Steel Stainless Steel Differential Pressure Your Local Representative liint'iiilh''! ft|iiliiiii rii/i>iiir<inii ©2010 Cfiart Inc Chart Inc. U.S.: 1-800-400 4683 Worldwide: 1-952-758-4484 vAmcharlindustrie$.com P/N 12889433 21'3.1 9-4-12 Specifications MixVI Ho Plpa Slit D: ncntloni Mif. Pi(ttur« R(r|-';ic«incnl CIG Ho CTO. Qty. r«ji(. riow naU MixVI Ho Plpa Slit Mif. Pi(ttur« R(r|-';ic«incnl CIG Ho CTO. Qty. API 10" APHI API24 APII7 APS117 AP4J0 8S4 \ WKPTn.V* 149SCIIII 12" i.<:i• "} 110 pii (ipiiM'-M AJIIC AP1I1 APi:4 /.nr/ Ar-iiw AP4^^ 4 0?l 1 Ifir.) (171.1 Ifir.) 1? t\' , (4S 4 Ipml 12 Bf. (4S 4 ^itiA (121 1'f«n| ?• MPT f.Vt 73 I,'?- 3) IV \r (» 5 cm) 110 pii (ipiiM'-M AJIIC AP1I1 APi:4 /.nr/ Ar-iiw AP4^^ (747 3I|> ,| 64 (?4?3'(<T>| C4 5ro> 24 ff.TI ISO 6 fml 24«'-ii HOflf^n] 1242 j V^l N -I r.ito 73 I,'?- 3) IV (30 5 .fT.) 110 pii (ipiiM'-M AJIIC AP1I1 APi:4 /.nr/ Ar-iiw AP4^^ 1? 06 fm I3C3 4 ^1 <i( •;«•• i> (y34<3in| (J<S4 V"! Jf cpm (i:<.3^.T) 0 "11 1 r-<i 3 llT) i:.:.>4|f.<ii) ?.r.?o (125 1 wn| \r (50 5 cm) i«j.>. («F? 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Nolo Aqua-Puro'- (illci hMislMijs may be used w.lh varlnu?; filloi Cinlik»ycs Do nol use • qualily v/itlioul aricqualo dislnlcclioii bolofft or alter Ihe sytlCfrt • liSf i;< -Mir J .11 fl gi'fn ft' c.1lWUi», KoaV \-^I\<--«T,M>-.I: i-l 6 piJl.i pc i CAHil.l.jc VIMHWi l.'4 Hiy} 4SUVM (iinorvHWfCR iat (.fivpxim) cfciiPioariKmis IT li'i I wcirmici SluoKCMAViiri' OMIH3/4'Kf'U .MOU- )MO(FS COUHIY <MCID Oil J OU. lOLl ClRCtC f>r. 4, OS 3. SS li?. KS./il rroi-ih (19.1 mil) Frfi.i llMiiIng UcMI S34 i-ve 3" • I.T V IWlllTgr A" ' 19 I5- (4»bf..l 7a ! 39 I'2 |l!>33cr-;i 4 } |i«- 1103 (l?«.t-;n'l 24 S-IV ICI if"-! Ci M(. Iill »cm| f.) 11.11. IK7KI1.I ,iTM.>.; (IV>I H.) M /. *• (IM71. .) Specifications C" _ f. VI • (17.7 ill-; fi.V* ;i7 3(. 2. 6 31- ii/:-c->i C3 t |l»7cm| •SS?4 iiiid sy.^K dim. A, B. C. D. E. & G ac; liom bottom log. i« I ?- Ml 9^n.| It, IV (41 9<iil 7 7.»' (/•....,.l ?7.*' |/3a..| llimtnilont tn lr<M»'imii 7*,1*' l'3(r; .7 >(.• :. 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LiTssi/ssae 0999 21-4 9-4-12 EnviroDesign M&E Systems Engineering Sam £. Patton, P.E. www. ediengineers. com Regal Carlsbad Camino Real Delta 7: IVIEP Revisions for Luxifi^ Seating Tuesday, April 22, 2014 The following is a summary of all the changes in ihe documents. The pricing is tobe submitted on a per line item basis (to match this write-up) with total cost, material cost, labor cost with backup. REFERENCE DftSCriptlMl of Revisions Regel Request Am Coordlnetion Clarification City Code LL/GC VE Request Material Labor Total MEP1 1 1 Rewsed the Gas load ft/BH calt-oul for rewsed RTU ioads. X MEP1 1 2- Deleted (2) ice maker condensers, electricai and piping (one fromeacti pJatform) X MEPM 3 Changed roof yard hydrant to hose bib. X MEP1 1 4 Revised feeder for RTU-12B from 3#10 to 3#12 X W 1 1. Deleted all HVAC associated with exit passageways at auditoriums 2, 3,4,6,6,7,8,9. 10, lis 12. X M2,1 2 [)etele(i(6) six 10" round branch duels from above auditorium ceiling to lower passageway ceiings. Deleted (6) six diflusers and return grilles, including firaismoke (ianT)ers. X M21 3 Deleted (1) one 8" round branch ducts from promenade ceiling to passageway ceilings. Deleted (1) one 8" round Ire/smoke damper and one 12'x12" fire/smoke darrper Deleted (1) one diffusers and return grille, including fire/snnke dampers X t,12,1 4 Deleted ID setofrefhqeralion lines ateach ice maker bin. X M2 2 Deleted dl HVAC associated vwth exit passageways at auditoriums 2,3,4.6,6,7,8 ,9, to, IIS 12. X W.2 Deleted (6) six 10" round branch ducts Ihjm above auditorium ceiing to tower 2 passageway ceiings Deletedj6)sixdiffusersandreturngrilles,includingfireSnnoke darrpers. X P2.t 1. Revised restroomgroups#222.#233,and#233. layouts changed per Lux sealng X P2.t 2. Ftewsions made to concession workroom Ctouded sheet reference for revised work X P2.1 3. fvtote added at tenant ire main connecton for standpipe requirements P2 2 1 Shifted the w«ier heater locattons into storage room#224 on background X P31 1 f^Msed ptumbingperrevisedfixturetocaSons in workroom on plan 01 X P3.1 2. Revised bib wat! layout on floor plan 01 and on syrup chase plan 02 X P3,2 1 Rewsed fixture layout and plumbing for restroom groups 01,02,03 X P32 2. Fievised plumbing riser diagrams PI thru P6 for revised restroom groups. X P3,2 3. Ftemoveddhnkingfounlans/'ptumbing from plan 04. X P4.t 1. ffevised plunbing calculations for risers that changed X P4.2 1. Fievised plunting risers P7 thru P10 for revised restroomgroups. X P4 2 2 Reused hot \Miter diagram 02 for restroom groups revised X P4.2 3. Rewsed bib vraS elevation ftir new standards. Revised laycutofequipment. X P61 1. Ffeysed the gas riser diagram 01 for revised RTU counts and tJBH loads. X E2.1 1 Added power for Nghts under hood X E2.1 2 Relocated lights and equipment per revised loor plan X EZ1 3 Removed the foibwing fixtures (8) FT3. (6) PL. (4) THR (4) AWW, (4) AB, (11) F, (1) BVV2, X E21 •1 Added the fdowing fixtures (1) AP, (1) F4, (6) FS3, (2) S2W, (4)XBE. (1) XB, (2) BB2. (l)HE,(1jCNE,{1)AWT X E21 6 Replaced FT3 txtures 7Jlh LIO (3 less L10 than FT3) X RE ,c E!VE 3 E22 1 Removed (2} WA and (3) A fixtures ffomAuditonum#1, X E?7 2 Removed (4) A fixtures from Auditorium #2 and #4 X Mi 15 2nv E2 2 3. Removed (2) WA f xtures from Auditoriums 3, and 10 X EZ2 4. Added (2) WA wall sconces to Auditonum #11 X C[\P\ c RAD E2 2 Rennved the foltowngfnam fhe Lobby and Mezzanine Public space (6) AF, (3) ABL, (2) AP, (7) AWLW, (2) XB, (2) XBE, (3) L10, (11) AB, (1) S2, and (3) AWL X \j\ I ( BUiL DiN G DIVIJ ;!0N E2,2 6. Added tfie foftowing fixtures (8) CBE, (1)CNE,(16) F, ^ E24 1. Revised neon per revised fioor plan. No new circuits added W] 1 i i E31 1 Relocated devices per revised floor plans '^^J^^^ 1 f E3.1 2 Added(1)receptaclesatAuditerium#2. | X ^^J^^ ^ LWi ri EnvlroDesign.lnc. • 900 Ranch Rd. 620 So., Ste C1 :10J|^ ^^ustinAT)tfi|34 • TeL^Mga^OIH^^V. EnviroDesign M&E Systems Engineering Sam £. Patton, P.E. www. edJengineers. com Regal Carlsbad Camino Real Delta 7: MEP Revisions for Luxiry Seating Tuesday, April 22, 2014 TTie following is a summary of all the changes in the documents. The pricing is tobe submitted on a per line item basis (to match this write-up) with total cost, material cost, labor cost with backup. REFERENCE Oescription of Revisions Regal Request A/E Coordination ClarifcatkHi City Coda LL/GC VE Request Material Labor Total E31 3 Removed W=X Sign, RPX Colum. and (1) 120V arcut. X E3.1 4 Removed (1) Party Room Sign, (7) Parly Room receptacles and (3) 120V circuits X E3.1 5. Removed pov«rfor(1) Hand dryer X E31 6 Rennoved (3) Receptacles and (3) 120V circuits from Receiving Room X E31 ^ ffennoved(14) receptacles and (4) 120V circuits from Enployee room and adjacent Promenade X E3.2 1. Renrxived (2) side surround speakers from auditoriums 1 and 2. X E32 2 Added (2) side sunound speakers to AudiforiuiTB 11 X E32 3 Shoved localions of new panels 2Lb and 2LC, xfms TCJ, TB2 X E33 1 NawShMt E3.3 2. Add 545 receptacles and 85 new circuits for powered seats X E4.1 1 Added row markers to ail Auditonum except #2. X E4.1 2- ftefocated a^e lighfeng ai all auditoriums fo match ffoor plan changes. X E4.2 1. Added row markers to all Auditoriums except #2 X E4 2 2 Removed aisle Sghtrig atpuMc space exit to Auditonum #2 and #12. X E5.t 1. Elininaled (2) 3p/30a circuits to ice makers X E51 2 Eliminated (2) droits from ice maker to roof X E5.t 3. Relocated panel 1LB X E5f 4 Relocated panel 1LB2 X E6.1 5 Relocated panel 1LA X E51 6 Revised circuit nunt>ers X E5.1 7 Added detail for dual poppers X E5.1 8 Replaced yogurt machines with poppers (no circuit changes) X E5.1 9 Reused BIB wal! (elininated 5 circuits and receptacles) X E5.3. 1. Added specs for new fixtures X E7.1 1 Added Panel 2LB and associated feeder X E71 2 Added Panel 2LC and associated feeder X E71 3. Added transformer T82 and associated feeder X E7.1 4 /Uded transformer TC2 and associated feeder X E7.2 ' Revised panel schedules for 0H3 and DHC with changes made to RTUs. Replaced (9) 3/26 anp breakers wth (9) 3/16amp breakers Replaced(1) S.M wlh 3/16 X E72 2. Added 3P/90a breaker in panel DHC to serve transfornw TC2 X E72 3 Added 3P/125a breakerin panel DHB to serve transformer TS2 X ElOt 1. Adiusted CCTV camsra locatons to rretch ffoor plan changes X EtOI 2. Deleted (4) cciv cameras X E12.1 1 Relocated PA speakers to accommodate floor plan change X Et2.1 2 Deleted (3) PA speakers to accommodate fkxjr plan changes X E12 2 1 Relocated (2) phone oullets to accommodate floor plan change X E14.1 1 Relocated speaker-strobes to accommodate floor plan change X E14 1 2 Deleted (9) speaker-strobes to accommodate floor plan change X E14.2 1. Relocated speaker-strobes to accommod ate floor plan change X E14 3 1 Deleted (2) RTUs duct detector power and monitor X Suii-rofa;; GC Mark-up Change Order Total: EnvlroDesign.lnc. • 900 Ranch Rd. 620 Sc., Ste C101-301 • Austin, TX 78734 • Tel: (512)693-9015 WORK CHANGES PROPOSAL REQUEST Project: Rega] Cinemas 12 Plaza Camino Real 2525 El Camino Real, #100 Carlsbad, CA 92008 Contractor: Owner: Westfield LLC 2049 Century Park East, 41st Floor Century City, CA 90067 Distribute to: X Owner X Architect Consultant Contractor Field X Other (Regal) Date: April 22, 2014 Proposal No. 01 Delta 6: Tenant Revisions Date Issued: April 04, 2014 Tenant Project No: 10-0120 Architect: BB Architects Inc. 1590 South Coast Hwy., Ste 1! Laguna Beach, CA 92651 Tenant: Regal Entertainment Group 7132 Regal Lane Knoxville, TN 37918 southcoast hwy. S U t e 1 8 laguna beach, co 9 2 6 5 1 p . 949 • 494 > 8093 F . 949 « 494• 2772 professional orchilecturol corporation Contractor to subniit itemized proposal for those items that effect the Contract Amount or Time. The Contractor must submit his proposal within ( ) days of receipt of this document. This document is used for information only and does not initiate or authorize any changes to the contract amount or time. The following is a summary of all the changes in the documents. The pricing is to be submitted on a per line basis (to match this write-up) with total cost, material cost, labor cost with backup. RECEIVED MAY 1 5 20'^ CITY OF C/>' BUILDINCU:: - ARCHITECTURAL DELTA 6: TENANT REVISION 04/04/2014 # DWG REFERENCE DESCRIPTION OF REVISIONS REGAL REQUEST A/E COORD CLAR IFICA TION CITY CODE LL/GC VE REQUEST LABOR COST MATERIAL TOTAL 1 A.5.0, A.5.1 Added column and column cover on grid line F-12. X 2 A.5.0, A.5.1 Omitted Count Room 138 near Concession 136. X 3 A.5.0, A.5.1 Omitted Stair 120 around Elevator 167. X 4 A.5.0, A.5.1 Omitted Door 60 from Stair 121 to Concession Workroom 137. X 5 A.5.0, A.5.1 Reconfigured Women 123 and Men 124 Restroom. X 6 A.5.0, A.5.1 Stadium seating row layout, width and elevation heights revised at all auditoriums. X 7 A.5.0, A.5.1 Reconfigured Auditorium #1 entry walls. Reduced entry ramp and railing by 18 feet. X 8 A.5.0, A.5.1 Reconfigured Auditorium #2 entry walls. Reduced entry ramp and railing by 20 feet. X 9 A.5.0, A.5.1 Changed Exit 156 ramp to slope. Omitted 26 feet of railing. X 10 A.5.0, A.5.1 Moved Men 125 and Family 127 Restrooms behind Auditorium #2. X 11 A.5.0, A.5.1 Reconfigured Storage 142 entry. Moved floor access door from Party Room 135 to this room. X 12 A.5.0, A.5.1 Reconfigured Auditorium #3 entry walls. Changed ramp to slope. Omitted 13 feet of railing. X 13 A.5.0, A.5.1 Screen wall framing revised between Auditorium #3 and #6. See wall section 25/A.9.12 for additional information. X 14 A.5.0, A.5.1 Storage 133 omitted. X 15 A.5.0, A.5.1 Employee Rm 134 omitted. X 16 A^.O, A.5.1 Utility Storage Rm 129 changed to Storage 129. Moved floor access door from Storage 140 to this room. X 17 A.5.0, A.5.1 Storage 130 omitted. X 18 A.5.0, A.5.1 Exit 130 added. X 19 A.5.0, A.5.1 Ramp and railing omitted at Exit 158. X 20 A.5.0, A.5.1 Storage 140 omitted. Closet 140 added. X 21 A.5.0, A.5.1 Lobby 4- 165 north end reduced in length. Ramp and 12 feet of railing omitted. X 22 A.5.0, A.5.1 Changed ramp to slope at Exit 159 behind Auditorium #10 and 24 feet of railing omitted. Changed slope to ramp East of Auditorium #11. Added 12 feet of railing. X 23 A.5.0, A.5.1 Women Restroom 126, Family Restroom 127 and Janitor 128 X relocated behind Auditorium #11. 24 A.5.0, A.5.1 Ramp at Foyer 154 into Auditorium #11 omitted. 19 feet of railing omitted. X 25 A.5.0, A.5.1 Screen wall framing revised between Auditorium #11. See wall section IE/A.9.2 for additional information. X 26 A.5.0, A.5.1 Men Restroom 125 relocated. X 27 A.5.0, A.5.1 Women 126 relocated behind Auditorium #12. X 28 A.5.0, A.5.1 Janitor 128 relocated behind Auditorium #12. X 29 A.5.0, A.5.1 Party Room 135 omitted. Storefront system omitted. X 30 A.5.0, A.5.1 Door #48, 57, 60 omitted. X 31 A.5.0, A.5.1 Door #47, 53 relocated. 32 A.5.0, A.5.1 Door #55 changed from storefront door to sc door. X 33 A.5.3 Expansion joints 4A & 4B/A.18.2 added to Women 124, Men 124, Men 125, Women 126, Janitor 128, Concession 136, Concession Workroom 137, Secure 139, Main Lobby 162 and Lobby 176 floor tile locations. X 34 A.5.3 Extent of floor tile modified at Women 123, Men 124, Men 125, Women 126, Family 127, Main Lobby 162, Lobby 2- 163, Lobby 3-164, and Lobby 4-165. X 35 A.5.3 Stairs 121 changed from CFr2 to VCT2 and concrete sealer. X 36 A.5.3 Stadium seating rows revised at all auditoriums. X 37 A.5.3 CPT6 floor carpet removed at all auditoriums in front of screen. VCTl now extends to screen. X 38 A.5.3 Altemating aisle carpet steps clarified at all auditoriums. X 39 A.5.3 C16 & C17 floor tile removed at Auditorium #2 entry. X 40 A.5.3 Storage 142 changed from VCT2 to quarry tile Cl 1 & C12. X 41 A.5.3 Storage 133 quarry file Cl 1 & C12 omitted. X 42 A.5.3 Employee Rm 134 VCT2 omitted. X 43 A.5.3 Utility Storage Rm 129 quarry tile Cl 1 & C12 omitted. X 44 A.5.3 Storage 129 quarry file Cl 1 & C12 added. X 45 A.5.3 Storage 130 quarry tile Cl 1 & C12 omitted. X 46 A.5.3 Exit 130 concrete sealer added. X 47 A.5.3 Storage 140 quarry tile Cl 1 & C12 omitted. X 48 A.5.3 Closet 140 VCT2 added. X 49 A.5.3 Exit 131 concrete sealer added. X 50 A.5.3 Receiving 132 changed from concrete sealer to quarry tile Cll &C12. X 51 A.5.3 Party Room 135 VCT 4 & 5 omitted. X 52 A.5.5 Exit Tunnel details 4 & 5 omitted. X 53 A.5.5 Rail Side Elevation detail 6 omitted. X 54 A.5.5 Upper Aisle Rail Section and Elevation detail 9 & 10 omitted. X 55 A.5.5 Lower Rail Elevation detail 12 omitted. X 56 A.5.5 Auditorium Aisle Isometric detail 16 updated to show new auditorium layout and altemate low wall design above cross aisle. X 57 A.5.5 Auditorium Wall Detail 19 omitted. X 58 A.5.5 Auditorium wall plan/section 20 omitted. X 59 A.5.5 Altemate Cross Aisle Rail ElevAVall details 7,8,3 and 21 added to left column of details. Contractor to provide cost for low metal stud/gyp. bd. wall design in lieu of stainless steel railing design shown on detail 3. X 60 A.5.6 Enlarged plan and elevation updated. X 61 A.5.7 Enlarged plan and elevation updated. X 62 A.5.8 Sheet omitted. X 63 A.5.9 Enlarged concession, concession workroom and restroom plans updated. X 64 A.5.10 Enlarged cross aisle plans updated. X 65 A.6.0, A.6.1 Main Lobby 162 upper walls moved south and reduced in length over concession area. X 66 A.6.0, A.6.1 Projector Rm 201 & 202 at elevation +24'-8" omitted. X 67 A.6.0, A.6.1 Stair 230 omitted. X 68 A.6.0, A.6.1 Support Room 224 added. X 69 A.6.0, A.6.1 Support Room 225 added. X 70 A.6.0, A.6.1 Stair 120 omitted. X 71 A.6.0, A.6.1 Storage 213 size increased. X 72 A.6.0, A.6.1 Stadium seating row layout, width and elevations heights revised at all auditoriums. 73 A.6.0, A.6.1 Auditorium #2 upper entrance area and headers omitted. X 74 A.6.0, A.6.1 Stair 235 omitted. X 75 A.6.0, A.6.1 Auditorium #12 upper entrance area and headers omitted. X 76 A.6.0, A.6.1 Auditorium #12 upper Stair 237 added. X 77 A.6.0, A.6.1 Drinking fountains at Lobby 5-221 omitted. X 78 A.6.0, A.6.1 Door #88, 90, 94 relocated. X 79 A.6.0, A.6.1 Door #80, 82, 93, 91 omitted. X 80 A.6.3 Stadium seating rows revised at all auditoriums. X 81 A.6.3 Altemating aisle carpet steps clarified at all auditoriums. X 82 A.6.3 Support Room 224 sheet vinyl SVl added. X 83 A.6.3 Support Room 225 sheet vinyl SVl added. X 84 A.6.3 Lobby 5-221 changed from CPT2 to VCT2. X 85 A.6.3 Corridor 220 changed from CPT2 to VCT2. X - 86 A.6.3 Storage 217 changed from CPT2 to VCT2. X 87 A.6.3 Stairs 121 changed from CPT2 to VCT2 and concrete sealer. X 88 A.6.3 Storage 213 increased VCT2 area. X 89 A.6.3 Stair 237 concrete sealer added. X 90 A.6.3 Drinking fountain floor tile and water proofing omitted. X 91 A.8.1 All auditorium sections revised to show new screen sizes, new ceiling height locations, new stadium seating row layout width, elevations heights & framing requirements. X 92 A.8.2 All auditorium sections revised to show new screen sizes, new ceiling height locations, new stadium seating row layout width, elevations heights & framing requirements. X 93 A.9.1- A.9.16 Typical Wall Section Notes: 23: Wall carpet changed from 12" to 6" above bottom of acoustic panel. 46: Sheet vinyl base reference changed from 7A to 14/A.18.2. 57: 1/2" plywood and sound isolation system removed. 94 A.9.1- A.9.16 1/2" plywood and sound isolation system under concrete floor near screen omitted. X 95 A.9.1- A.9.16 Ceiling height at screen shown level prior to sloping. See Sheet A. 11.2 for locations. 96 A.9.1- A.9.16 Stadium framing updated throughout sections for new luxury layout. X 97 l/A.9.1 Note to provide 4" thick of JM hisulshield for Auditorium #2 omitted. Since RPX is omitted, Auditorium #2 now only requires 2" thick of insulation. X 98 IE/A.9.2 Stud wall and gyp. bd. framing behind screens updated. X 99 2/A.9.2 Guardrail changed to guardwall above cross aisle. See altemate details 7,8,3 and 21 on left column of details on sheet A.5.5. X 100 3/A.9.3 El.+24-8" projector room omitted. X 101 4/A.9.3 Stud wall and gyp. bd. framing updated. X 102 8/A.9.5 3/8" dia hanger rods indicated for metal bead screen supports to match sfructural dwgs in Meu of all thread rod supports. X 103 12/A.9.7 3/8" dia hanger rods indicated for metal bead screen supports to match structural dwgs in lieu of all thread rod supports. X 104 13/A.9.7 Stair 120 omitted. Stepped ceiling at Concession Workroom 137 omitted. Concrete and metal deck floor added to fill in omitted Stair 120. Suspended ceiling replaces gyp. bd. ceiling. X 105 18/A.9.9 El.+24'-8" projector room omitted. Stair 230 omitted. Gyp. bd. shown on both sides of stud on Elev. Equip. Room wall up to roof Ceiling lowered to 9'-0" on each side of Concession 136. X 106 20/A.9.9 Gyp. bd. indicated on both sides of projector stud wall below mezzanine deck. X 107 21/A.9.10 Upper Foyer 224 framing omitted. Stair 120 omitted. Stepped X ceiling at Concession Workroom 137 omitted. Concrete and metal deck floor added to fill in omitted Stair 120. 108 25/A.9.12 Stud wall and gyp. bd. framing behind screens updated. X 109 26/A.9.12 Low wall detail 19/A.5.5 omitted X 110 27A/A.9.13 3/8" dia hanger rods indicated for metal bead screen supports to match structural dwgs in heu of all thread rod supports. Women 126 replaces omitted Party Room 135. X 111 28/A.9.14 Women 126 relocated. X 112 29/A.9.14 Stair 234 indicated. X 113 32/A.9.16 Stud wall and gyp. bd. framing updated. X 114 A.11.1 Main Lobby 162 ceiling extended west in front of concession area and north end moved south. X 115 A.11.1 Radius soffits added in front of Women 123 and Men 124 Restroom entry X 116 A.11.1 Radius soffit updated at Main Lobby to Lobby 2 area. X 117 A.11.1 Auditorium #1 entry soffit and foyer updated. X 118 A.11.1 Auditorium #2 entry soffit and foyer updated. X 119 A.11.1 Auditorium #3 entry soffit and foyer updated. X 120 A.11.1 Auditorium #4 entry soffit and foyer updated. X 121 A.11.1 Trash niche ceilings relocated throughout plan. X 122 A.11.1 Updated gyp. bd. ceiling for Women 123, Men 124, Men 125, Women 126 and Family 127. X 123 A.11.1 Lower suspended ceiling and bulkhead omitted in Concession Workroom 137 near elevator. Suspended ceiling added at omitted Stair 120. X 124 A.11.1 Storage 142 suspended ceiling increased. X 125 A.11.1 Storage 129 ceihng updated. X 126 A.11.1 Exit 130 updated. X 127 A.11.1 Storage 133 ceiling omitted. X 128 A.11.1 Employee 134 ceiling omitted. X 129 A.11.1 Storage 140 ceihng omitted. X 130 A.11.1 Closet 140 ceiling added. X 131 A.11.1 Poster case soffit relocated to opposite wall at Lobby 4 165. X 132 A.11.1 Gyp. bd. ceiling indicated at Stair 236. X 133 A.11.1 Added poster case soffit behind Auditorium #11. X 134 A.11.1 Party room 135 gyp. bd. & suspended ceiling omitted. X 135 A.11.2 Type 7 and Type 4 ceiling area decreased in upper Main Lobby ceiling. X 136 A.11.2 Level ceiling indicated at screen areas for Auditorium #1,2, 5, 8, 9,10, 11 and 12. X 137 A.11.2 Ceiling extended at Auditorium #6 screen area. X 138 A.11.2 Ceiling added for Support Room 224. X 139 A.11.2 Ceiling added for Support Room 225. X • 140 A.11.2 Ceiling changed to Type 6 from Type 10 at Corridor 220. X 141 A.11.2 Ceiling changed to Type 6 from Type 7 at Lobby 5-221. X 142 A.11.2 Upper ceiling conditions omitted at Auditorium 2 & 12. X 143 A.11.2 Gyp. bd. ceiling added at Stair 237. X 144 A.11.2 Storage 213 ceiling increased. X 145 A.12.1 Wall tile, vinyl wall covering and painted soffit design updated based on new floor plan configuration. X 146 A.12.1 Lobby West Elev 1: Upper lobby walls changed to VC3 from painted gyp. bd. X 147 A.12.2 Detail 6: Lobby 2-163 North & Lobby 3-164 North: Wall tile, vinyl wall covering and painted soffit design updated based on new floor plan configuration. X 148 A.12.2 Detail 5: Party Room 135 omitted. X 149 A.12.3 Details 1 thru 6: Restroom wall tile layout updated base on new floor plan configuration. X 150 A.12.3 Detail 7: Lobby 2-163 South & Lobby 3-164 South: Wall tile, vinyl wall covering and painted soffit design updated based on new floor plan configuration. X 151 A.12.3 Detail 8: Lobby 4-165 East: Wall tile, vinyl wall covering and painted soffit design updated based on new floor plan configuration. X 152 A.12.3 Detail 9: Lobby 4-165 West: Wall tile, vinyl wall covering and painted soffit design updated based on new floor plan configuration. X 153 A. 12.4 Detail 1: Enlarged Auditorium 1 thru 4 Entry Elevation omitted. X 154 A.12.5 Elevations 1 thru 5(Aud 1-5): All Auditorium elevations updated with new wall carpet, carpet base, acoustic panel & metal railing locations based on new floor plcin configuration. X 155 A. 12.6 Elevations 1 thru 5(Aud 6-10): All Auditorium elevations updated with new wall carpet, carpet base, acoustic panel & metal railing locations based on new floor plan configuration. X 156 A.12.7 Elevations 1 thru 2(Aud 11-12): All Auditorium elevations updated with new wall carpet, carpet base, acoustic panel & metal railing locations based on new floor plan configuration. X 157 A.13.1 Door 47, 49, 50, 51, 53, 55, 58, 60, 82, 88, 90, 95 revised. X 158 A.14.1 Window 18 Party Room needs to be omitted. X 159 A.14.1 Detail 16: Needs to be omitted. X 160 A.15.1 Rooms 120, 121, 129-135, 138,140, 142, 159-161, 169, 177, 215, 216, 218, 220, 221, 223-225, 231-237 revised. X 161 A.15.2 Cll & C12 specification revised. X 162 A.15.2 C16,C17,C18 omitted. X 163 A.15.2 CPT4 & CPT5 omitted. X 164 A.15.2 VCTl specification revised. X 165 A.15.2 VCT 4 & VCT5 omitted. X 166 A.15.2 VC5 omitted. X 167 A.15.2 Pll &P15 omitted. X 168 A.15.3 Detail 13: VCTl cutsheet updated. X 169 A.16.2 Detail 20: Roof Hatch & Detail 21: Roof Access Ladder added. X 170 A.17.1 Stair 120 omitted. X 171 A.17.1 Stafr 230 omitted. X 172 A.17.2 Detail 5: Stafr 235 & Detail 7: Stafr 237 added. X 173 A.18.2 Expansion joint details 4A & 4B added. X STRUCTURAL DELTA 2 & 6: TENANT REVISION DELTA 2: 3/14/2014, DELTA 6: 04/04/2014 # DWG REFERENCE & DELTA DETAIL DESCRIPTION OF REVISIONS REGAL REQUEST A/E COORD CLAR IFICA TION CITY CODE LL/GC VE REQUEST LABOR COST MATERIAL TOTAL 1 Sl.O 6 Reduced concrete strength requirement to 4000 PSI from 4500 PSI. X 2 S2.0 2 Removed reference to shell structural steel seating in Aud 1,2,5-8, 11 and 12. Replaced this seating with metal stud supported seating system in all auditoriums except Aud #12. X 3 S2.0 2 Converted seating tier widths to new Luxury widths. X 4 S2.0 2 Removed "floating slab" in front of screens and replaced with concrete over foam system. X 5 S2.0 2 Doweled slab into existing concrete beam at Line K per details 25 & 25A/S4.4. X 6 S2.0 2 Added sections of tum down concrete for attachment to existing concrete floor in each auditorium per details 17/S4.1 & 20/S4.4. X 7 S2.0 2 Deleted stair around elevator. X 8 S2.0 2 Added new stafr to mezzanine between Lines G and F at Line 2. X 9 S2.0 2 Aud 5 & 6 Changed lower seating from curved to straight X 10 S2.0 6 Aud 1 Added 2 bays of shearwall to front wall. X 11 S2.0 6 Aud 2 Added 2 bays of shearwall to front wall. X 12 S2.0 6 Aud 4 Added SureBoard to 2 bearing walls. X 13 S2.0 6 Aud 4 Modified cross aisle section to 5/.S4.1. X 14 S2.0 6 Aud 6 Deleted 1 bay of shearwall at front wall. X 15 S2.0 6 Aud 7 Modified seating section to 21/S4.1. X 16 S2.0 6 Aud 7 Indicated correct cross aisle section to 11 /S4.1. X 17 S2.0 6 Aud 3,6,7 Modified north side of Aud section to account for concrete beam extending 2" into Aud space per details 25 & 25A/S4.4. X 18 S2.0 6 Aud 8 Deleted 1 bay of shearwall at rear wall. X 19 S2.0 6 Aud 8 Added 2 bays of shearwall to front wall. X 20 S2.0 6 Aud 9 Added 1 bay of shearwall to front wall. X 21 S2.0 6 Aud 10 Deleted 1 bay of shearwall at rear wall. X 22 S2.0 6 Aud 10 Added 1 bay of shearwall to front wall. X 23 S2.0 6 Aud 11 Deleted 2 bays of shearwall at rear wall. X 24 S2.0 6 Aud 11 Deleted 1 bay of shearwall at front wall. X 25 S2.0 6 Aud 12 Added SureBoard to 3 bearing walls. X 26 S2.0 6 Aud 12 Deleted 4 bays of shearwall at rear wall. X 27 S2.0 6 Aud 12 Added 1 bay of shearwall to front wall. X 28 S2.0 6 Aud 12 Added detail 28/S4.3 indicating how to attach new HSS column to 2 existing beam locations. X 29 S3.0 2 Aud #12 - Indicated structural steel requirements for tuck under space and exit stair. X 30 S3.0 2 Aud #1 & 2 - Indicated stmctural steel and special metal deck requirements for top tier. X 31 S3.0 6 Aud 2 Added structural steel connection details at rear of Auditoriums. X 32 S3.0 6 Aud 9,10,11 Provided detail at rear of Auditoriums. X 33 S3.0 6 Aud 12 Added note indicating removal of small portion of existing mezzanine deck for rear Aud stair attachment. X 34 S3.0 6 Audi,2, 12 Added deck welding requirement note for Aud 12. X 35 S4.0 2 Deleted details that no longer apply to Luxury seating. X 36 S4.0 2 14 Added revised riser plate detail(no 4" overhang). X 37 S4.0 2 28 Added note #4 to SureBoard Schedule (See Aud #1&2 for stud size & gage). X 38 S4.0 2 18,24 Changed reference to riser detail. X 39 S4.0 6 5 Corrected detail reference for riser plate assembly. X 40 S4.0 6 14 Extended length of light gage angles to accommodate two full sheets of decking without filler to 8" from 6". X 41 S4.1 2 5,11 Added metal stud wall at cross aisle per BBA. X 42 S4.1 2 17 Added concrete stem wall to detail. X 43 S4.1 2 Deleted details that no longer apply to Luxury seating. X 44 S4.1 6 23,24,30 Decreased extent of SureBoard. X 45 S4.1 6 27 Added detail, ref plan. X 46 S4.2 2 8 Revised elevation of dbl header. X 47 S4.2 6 2 Corrected detail reference. X 48 S4.2 6 12,15,16, 22,24 Revised or deleted details for hanging soffit in lobby. X 49 S4.2 6 27 Revised hanging soffit plan for new configuration. X 50 S4.3 2 15,21 Added details for struct steel at Aud #12. X 51 S4.3 2 Deleted details that no longer apply to Luxury seating. X 52 S4.3 6 1,7,13,20, 28 Added details, ref plan. X 53 S4.3 6 21 Added reference for column connection. X 54 S4.4 2 Added sheet of details referenced on S2.0 and S3.0. X 55 S4.4 6 16 Added gusset plate. X 56 S4.4 6 25 Added condition 25A. Ref plan Line K. X 57 S4.4 6 30 Added bolts in concrete topping. X End of Document Binh Dang, Architect BB ARCHITECTS PCR14091 2501 EL CAMINO REALaOO A Final IrKpection required by: Final Inspecl • CM&I • Fire SW •ISSUED •cv. Approved BUILDING DIGITAL HIES Requirecf? Y N HazMat APCD Health Forms/Fees Sent Rec'd Due? Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFD: Y N LandUse: Density: ImpArea: FY: Y N Y N Y N Y N Y N Y N Y N Y N By Annex: Factor: PFF: Y N Comments Date Building Planning Date Engineering Fire Need? _^ p , Date Date .Done \)tr /<?^ c/ic/y Lt/y . — • Done • Done