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HomeMy WebLinkAbout1 LEGOLAND DR; ; CB132253; Permit12-10-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: CBI32253 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type; Parcel No: Valuation: Occupancy Group: Project Title: 1 LEGOLAND DR CBAD COMMIND Sub Type: COMM 2111000900 Lot#: 0 $184,458,00 Construction Type: 5B Reference # LEGOLAND: 2,811 SF EXPANSION TO EXIST RETAIL FACILITY Status: ISSUED Applied: 09/18/2013 JMA 12/10/2013 12/10/2013 Entered By: Plan Approved: Issued: Inspect Area Plan Check #: Applicant: SMS ARCHITECTS/GERALD MICHAELS STE. B 17848 SKY PARK CIR IRVINE CA 92614-6401 949-233-8593 Owner: LEGOLAND CALIFORNIA LLC <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO POBOX 543185 DALLAS TX 75354 Building Pernnit $1,028.82 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $720.17 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Pian Check Discount $0.00 CFD Payoff Fee $2,026.73 Strong Motion Fee $38.74 PFF (3105540) $3,357.14 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $38.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $43.00 Other Building Fee $0.00 MECHANICAL TOTAL $42.45 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 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $4.00 HMP Fee $0.00 Fire Expedidted Pian Review $0.00 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $7,299.05 Total Fees: $7,299.05 Total Payments To Date: $7,299.05 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "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 IVIanager for processing in accordance with Carlsbad IVIunicipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired. 12-10-2013 Job Address; Permit Type: Parcel No: Reference #: CB#: Project Title; City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW130305 1 LEGOLAND DR CBAD SWPPP 2111000900 Lot#: CBI32253 LEGOLAND; 2,811 SF ADD TO RETA Applicant; GERALD MICHAELS 949-233-8595 Emergency Contact: GERALD MICHAELS 949-233-8593 Status Applied Entered By Issued Inspect Area Tier: Priority; ISSUED 09/18/2013 JMA 12/10/2013 1 M Owner: LEGOLAND CALIFORNIA LLC <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO POBOX 543185 DALLAS TX 75354 SWPPP Plan Check SWPPP Inspections Additional Fees $52.00 $221.00 $0.00 TOTAL PERMIT FEES $273.00 Total Fees: $273.00 Total Payments To Date: $273.00 Balance Due: $0.00 FINAL APPROVAL SIGNATURE lP<A^ ^ CITY OF CARLSBAD Building Perniit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. /^f^ (3 • '^'ZS3 Est. Value ^/<?^^^ ^<S" Plan Ck. Deposit Date l3 0^ JOB ADORESS 1 Legoland Drive SUITEf/SPACEf/UNIT* 211 100 09 00 CONSTR. TVPE V-N CT/PR0JECT# Gerald Mlcj[) L0T» 9492338593 # OF UNITS « BEDROOMS * BATHROOMS TENANT BUSINESS NAME LEGOLAND-The Big Shop A3 DESCRIPTION OF WORK: /nc/ude Square Feat ofAffectad Arao(t) 2,811 S.F. Building expansion to existing 20,592 S.F. Retail Facility within the Theme Park for a total building area as 23,403 S.F.. EXISTING USE Retail PROPOSED USE Retail GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES|~|* N0[7] AIR CONDITIONING YESPTINOI I FIRE SPRINKLERS YESITINOI I CONTACT NAME (HDUfarmt Fom Applleant) Gerald IMichaels APPUCANT NAME SMS Architects ADDRESS ADDRESS 17868 Sky Park Circie. Suite B CITY STATE ZIP CITY Irvine STATE Ca ZIP 92614 PHONE 949.233.8593 FAX PHONE 949.757.3240 FAX EMAIL flerald@sms-arch.com EMAIL flerald@sms-arch.com PROPERTY OWNER NAME LEGOLAND California Resort CONTRACTOR BUS. NAME ADDRESS 1 Lefloland Dr ADDRESS CITY Carlsbad STATE CA ZIP 92008 CITY STATE ZIP PHONE 760.918.5460 FAX PHONE FAX EMAIL Christopher.Romero@lefloIand.com EMAIL ARCH/DESIGNER NAME & ADORESS SMS Architects - Joseoh Smart C-24991 CITT BUS. LIC.» (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, imprave, demolish or repair any structure, prior to its issuance, also requires the " •' ' - • •• • xhapter9,i " " • '~ • " ' npt theref civil penalty of not more than five hundred dollars ($500)). applicant for such permit to file a si0ied statement that he is licensed pursuant to the provisions of the Contractor's License Law (Cnapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the appiicant to a if ' 0 % W" Jitiami^mmm Workers' Compensation Declaration: (hereby affinn underpenalty of peijury one ofthe following declarations: HI have and will maintain a certificate of consent to selfHnsure for woikers' compensation as provided by Section 37(XI of the Labor Code, for the perfomiance of the work for which this permit is issued. I have and will maintain workers' compensation, as required bv Sectk)n 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensalion insurance canier and policy number are: Insurance Co PolicyNo. Expiration Date Bsectkin need not be completed if ths permit is fbr one hundred dollars ($100) or less. Certifleate of Exemption: I certify that in the perfonnance of the wodt for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Wortters' Compensation Laws of Califomia. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civii fines up to ons hundred thousand dollars (&100,000), In addHlon to the cost of compensation, damages as provided fbr in Section 3706 of the labor cods. Interest and attomey's fees. yCT CONTRACTOR SIGNATURE •AGENT DATE ...i^/. A 4 .... thereby affirm that lam exempi fram Contractor's Ucense Law lor the following reason: I I I, as owner of the property or my employees with wages as their sole compensatk)n, will do the wortt and the structure is not intended or offered fbr sale (Sec. 7044, Business and Professions Code: The Conlractor's Liranse Law does not apply to an owner of property who builds or improves thereon, and who does such wortt himself or through his own employees, provided that such improvements are nol Intended or offered fbr sm. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not bulk! or improve fbr Ihe purpose of sale). I I, as owner of the property, am exclusively contracting with lk:ensed contractors to constnict the project (Sec. 7044, Business and Professnns Code: The Contractor's Lk»nse Law does not apply lo an owner of property who buihls or improves thereon, and contracts for such projects with contractor(s) licensed pursuant lo the (^tractor's License Law). I I I am exempi under Section _ .Business and Professions Code fbr this reason: 1.1 personally plan to provide the major labor and materials for constmction of the proposed property Improvement. QYes r~|No 2.1 (have / have not) signed an application fbr a building pemiit fbr the proposed wortt. 3.1 have contracted with the folkiwing person (finn) to provkle the proposed constructkxi (include name address / phone / contractors' license number): 4.1 plan lo provide portkms of the work, but I have hired the foltowing person to coordinate, supervise and provide the major wortt (include name / address / phone / contractors' license number): 5.1 will provide some of the worit, but I have contracted (hired) the foltowing persons to provkle the work IndKated (include name / address / phone / type of wortt): ^PROPERTY OWNER SIGNATURE 0AGENT DATE 09/12/2013 iSiait IP IM Is the applicant or future building occupant required to submit a business plaii. acutely hazardous matenals registration forni or nsk management and preventton program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? QYes [2!]NO Is the applicant or future building occupant required to obtain a pemitt from the air pollutton control disirict or airguality management district? I TYes 1/1 No Is Ihe facility to be censtructed within 1,000 feet of the outer boundary of a school site? Q Yes I/INO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ..... ...M..J. .il.,.>.»,-- .>...p>.»iaaite.„ » MM I hereby affinn that there is a construction lending agency for the perfonnance of the work this pemiit Is Issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I ceitify that I have lead tlie applicatton and statethatthe above bifbmiatton Is conect and thatthe Infomiatkm I hereby aulhorize representative o» the City of Cailsbad to enter upon the above menttoned property (br inspedton purposes. I ALSO AGREE TO SAVE, INDEMNIFY ANO KEEP HARMLESS THE CrTY OF CARLSBAD AGAINST ALL LlABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CflY IN CONSEQUENCE OF THE GRANTING OF THIS PERMfT. (3SHA An OSHA pemA Is retjuired fbr excavations over S'O'deep and demolitkin w EXPIRATION: Eveiy pennit issued by the Buidhg Oflkial under the provisions of ^ 180 days irom the date of such pemit or If the buikjing or worit authonzed by such pemiit Is suspended >C$'APPUCANrS SIGNATURE DATE 09/12/2013 Inspection List Permit*: SW130305 Type: SWPPP LEGOLAND: 2,811 SF ADD TO RETA Date Inspection Item 04/09/2014 602 Routine Inspection 03/24/2014 602 Routine Inspection 02/05/2014 602 Routine Inspection 12/12/2013 600 Pre-con Inspector Act Comments Rl PD AP PD AP PD AP Monday, March 31, 2014 Page 1 of 1 Inspection List Permit*: CB132253 Type: COMMIND COMM Date Inspection Item Inspector Act 03/28/2014 17 Interior Lath/Drywall - Rl 03/14/2014 17 Interior Lath/Drywall PD AP 03/12/2014 85 T-Bar PD AP 03/06/2014 18 Exterior Lath/Drywall PD AP 02/28/2014 17 Interior Lath/Drywall PD AP 02/24/2014 14 Frame/Steel/Bolting/Weldin PD AP 02/10/2014 13 Shear Panels/HD's PD AP 02/10/2014 15 Roof/Reroof PD AP 01/30/2014 11 Ftg/Foundatlon/Piers PD AP 01/30/2014 31 Underground/Condult-Wirin PD AP 01/28/2014 11 Ftg/Foundatlon/Piers PD AP 01/13/2014 11 Ftg/Foundatlon/Piers PD AP LEGOLAND: 2,811 SF EXPANSION TO EXIST RETAIL FACILITY Comments Montday, March 31, 2014 Page 1 of 1 ^SSn INSPECTION RECORD 71 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB £1 CALL BEFORE 3:30 pnr FOR NEXT WORK DAY INSPECTION 21 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Cartefaadca.qov/Buitdlnff AND CLICK ON "Request Inspection" >ATE: CB132253 1 LEGOUND DR LEGOLAND: 2,811 SF EXPANSION ^' TO EXIST RETAIL FACILITY COIVIMIND COMM Lot#: SMS ARCHITECTS/GERALD MICHAELS REGORD COPY IF "YES" IS CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FINAL BUILDING INSPECTION. IF YOU HAVE ANY ODESTIONS PI EASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. »rr-i*E«— ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX TO 760-602-8560. EMAIL TO BLDGINSPEC riONivPcARLl-DADC A C.(^ V OR BRING IN A COPY OF IHIS CARD iO: 1635 F->nAnAY AvE CARISBAD CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - B OO AM THE DAY OF YOUR INSPECTION. / NO YES Required Prior to Requesting Building Final If ClMffCked YES Date Inspector Notes Planning/Landscape 760-944-8463 Ailow 48 hours / CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm / / Fire Prevention 760-602-4660 Allow 48 hours (U.<J£V/ \ I H Type of Inspection Type of Inspection 1 CODE # BUILDING Date Inspector CODE # ELECTRICAL 1 Date Inspector #11 FOUNDATION #31 • ELECTRIC UNDERGROUND DUFEB #2^ REINFORGEDSTEEL #34 ROUGH ELECTRIC #66 MASONRV PRE GROUT #33 • ELECTRIC SERVICE • TEMPORARY • GROUT • WALL DRAINS #35 PHOTOVOLTAIC #io TILTPANELS #39 FINAL #11 POUR STRIPS CODE MECHANICAL #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME • FLOOR • CEILING #44 • DUCT & PLENUM • REF. PIPING #1S ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS, #13 EXT. SHEAR PANELS #49 HNAL #16 INSUUTION / // CODE # COMBO INSPECTION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 DRYWALL,EXTLATH, GASTES(17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE \ #83 ROOFSHEATING, EXTSHEAR (13,15) #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #85 T-Bar (14,24,34,44) J V 2. -r V CODE # PLUMBING Date Inspector #89 FINAL OCCUPANCY (19,29,39,49) w #22 • SEWER & BL/CO • PL/CO FIRE Date Inspector #21 UNDERGROUNO DWASTE DWTR #24 TOPOUT OWASTE DWTR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN f n . A/S UNDERGROUND HYDRO #23 DGASTEST • GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER t A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S RNAL CODE # STORM WATER F/AROUGH-IN V ll #600 PRE-CONSTRUCnON MEEnNG F/AFINAL M\ip,^,^V-^ •v-M-*— [h #603 FOUOW UP INSPECTION HXED EXnNGl/lsiilNG ^§fEM ROUGH-IN #605 NOTICE TO CLEAN HXED EXnNG SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING HXED EXTINGUISHING SYSTEM HNAL #609 NOTICE OF VIOUnON MEDICAL GAS PRESSURETEST It #610 VERBALWARNING MEDICAL GAS HNAL h SEE SACK FOR SPECIAL NOTES* Section 5416. Health and Safety Code, State of California (a) ThBle' snail be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual constmction 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 inspectioii and all such construction or work shall remain accessible and exposed for inspection purposes uniil a||MO|»d J^hMMB^ta^ done beyond the point indicated in each successive inspection without firs1|a^^|Wi|gtoiajJ^ o|th^insf^ct|fP y DATE ADDITIONAL NOTES Tty Uf^ p ^ V li -Mi 'l|\'i))M -Ci ^/•<. To oc^O^^ ^ C/^// f^i^fi-l ul/J-fC/^ /^//JtoJ^ \ Carlsbad 13-2253 October 1, 2013 ^ CITY OF AGREEMENT 1635 Faraday Avenue CARLSBAD .^r^-^... .K.^n-..^-...^.. Development Services SPECIAL INSPECTION Building Division B.45 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 ofthe California Building Code the following must be completed when worK being performed requires special inspection, structural observation and construction material testing. 'rojed/Permlt; CJb /3^^r3 pmject Address: ^ U.j^ (^f^ Qr . A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check If you are Owner-Builder •. (If you checked as owner-builder you must also complete Section B ofthis agreement.) CJ^/-K £ (First) JM.I.) » (Last) Mailing, (First) JM.I.) I Address^ QjOe. Lp^jo-i/lA Dri\/^ Email: f inHnjiirra c\oiri4.rf)me./V ^AsC,b\ai^,C/yi^ Phone:. lam: QProperty Owner ^Property Owner's Agent of Record QArchitect of Record QEngineer of Record State of California Registration Numlsec Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural obseivations, consll'i.^tion materials testing and off-site fabrication of building components, as prescribed in the statement of special inspectiongndted on me approved plans and, as required by the California Building Code. Signature:. Date: i?-(0-(^. B. CONTRACTOR'S SXAJEMBNT OP Rg^PONSIBILITY (07 CBC, Ch 17, Section 1706J. This section must be completed by the contractor / bulldfa- / owrver-builde]> Contractor's Company Name: ^ f— Please check if you are Owner-Bullder • Name: (Please print) (Rrst) (Ml.) Mailing Address; Email: Phone:. State of California Contractor's License Number: Expiration Date:, • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • / will provide a finaf report / letter in compliance with CBC Section 1704.1.2 pnorto requesting final Inspection. Signature: Date: B-45 Page 1 of 1 Rev. 08/11 EsGil Corporation Itt (partnersiiip xvitH government for (Building Safety DATE: November 21, 2013 • ^EELJS^NT JURIS. JURISDICTION: Carlsbad a^CAfgREVlEWER • FILE PLANCHECKNO.: 13-2253 SET: II PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Legoland The Big Shop Retail Expansion I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. Xl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person . \^ ^ REMARKS: The applicant shall submit to the city the required Special Inspection form. By: Kurt Culver Enclosures: H )w \ EsGil Corporation • GA K EJ • PC 11/14/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnersiiip xintH government for building Safety DATE: October 1, 2013 • APPLICANT ja JURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: 13-2253 SET: I PROJECTADDRESS: 1 Legoland Dr. PROJECT NAME: Legoland The Big Shop Retail Expansion 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. XI The applicant's copy of the check list has been sent to: Gerald Michaels 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: Gerald Michaels Telephone #: 949-233-8593 Date contacted:\ Q \ \ (by:^{^) Email: gerald@sms-arch.com Fax #: ^^jUlail Telephone \ Fax In Person • REMARKS^^'^^^'^ By: Kurt Culver Enclosures: EsGil Corporation • GA IEI EJ • PC 9/19/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 13-2253 October 1, 2013 PLAN REVIEW CORRECTION LIST COMMERCIAL PLANCHECKNO.: 13-2253 JURISDICTION: Carlsbad OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: ? ACTUAL AREA: +2811 ALLOWABLE FLOOR AREA: ? STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 298 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/18/13 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/19/13 DATE INITIAL PLAN REVIEW COMPLETED: October 1, 2013 PLAN REVIEWER: Kurt Culver FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction Item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 13-2253 October 1, 2013 • 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. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. a) The licenses have all expired. 3. Please justify the Type of Construction shown on the plans. If Type V-A, major changes will be needed on the plans to show 1-hour construction throughout. 4. Revolving, sliding and overhead doors are not permitted as exit doors, unless meeting the special provisions in Section 1008.1.4. 5. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. 6. Please justify that the existing roof drains are adequately sized for the new-plus- existing roof areas. Carlsbad 13-2253 October 1, 2013 • 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 apply to Nonresidential additions of 2,000 so. ft. or larger or alterations (tenant improvements) with a value of $500.000 or more constructed after July 1. 2012. CGC 101.3 & Section 5.701.1 7. 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 8. Note on the plans that a minimum of 50% of nonhazardous construction waste is to be recycled. CGC 5.713.8.1 9. Note on the plans that testing and adjusting of new systems as outlined in CGC Section 5.713.10.4.2. 10. 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 building owner or representative and the facilities operator. 11. 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. 12. 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. 13. 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. 14. 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. Carlsbad 13-2253 October 1, 2013 • STRUCTURAL 15. Was a soils report prepared for this project? If so, please submit for review. 16. Since Special Inspection is required for this project, please complete the attached form and submit it. . ADDITIONAL 17. Please see the following sheet for MEP corrections. 18. 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. 19. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No 20. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. Carlsbad 13-2253 October 1, 2013 PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2010 CALIFORNIA PLUMBING CODE) • No plumbing on the project. MECHANICAL (2010 CAUFORNIA MECHANICAL CODE) • The mechanical is fine as submitted. ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Include detailing for the (low voltage) transformer overcurrent protection per CEC 450.3(B) on the plans. 2. Provide the low voltage cable specifications: The amperage is fairly high in combination with a continuous load environment. 3. Section CEC 240.4(F) may be applicable, depending upon the transformer specifications. Please clarify. 4. Explain what happens to the low voltage lighting circuits during dimming operation: Primary and secondary: Less wattage/Less voltage/Less current? My concern is that the 300 watt transformers are at maximum capacity (10WX 30). ENERGY (CALIFORNIA BUILDING ENERGY STANDARDS) • The energy is fine as submitted. 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. Carlsbad 13-2253 October 1, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: 13-2253 PREPARED BY: Kurt Culver DATE: October 1, 2013 BUILDING ADDRESS: 1 Legoland Dr. BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Retail 2811 184,458 Air Conditioning Fire Sprinklers TOTAL VALUE 184,458 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee ^ Repeats • Complete Review • Other j-| Hourly EsGil Fee • Structural Only Hr. @ $1,028.82 $668.73 $576.14 Comments: Sheet 1 of 1 macvalue.doc + CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 11 /01 /2013 PROJECT NAME: Legoland The Big Shop' Expansion PLAN CHECK NO: CB13 2253 SET#: I ADDRESS: 1 Legoland Dr VALUATIOI|K] $184,458 PROJECT ID: APN: 211-100-09 You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more these divisions, please contact 760-602-2719 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management Division is required Yes X 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: PLANNING 760-602^610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: Legoland The Big Shop' Expansion CBI 3-2253 Stop^ Please Read \Aiiy outstanding issues ivill be marked witii X • Make the necessary corrections for compliance witii applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: / North arrow / Existing & proposed structures / Property line dinnensions Easements Tl Show on site plan: Drainage patterns Existing & proposed slopes Existing topography Retaining Walls (location and height) Indicate what will happen with soil excavated from pool area. Include on title sheet: / Site address / Assessor's parcel number Legal description/lot number PREVIOUS PERMITS: Lot / Map No.: Subdivision/Tract: Reference No(s): E-37 Page 2 of 4 REV 6/2012 Legoland 'The Big Shop' Expansion CB13-2253 N/A 2. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 11.06.030 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" Minor Grading Permit reauired. NOTE: The grading permit must be issued and grading approval obtained priorto issuance of a building permit. A separate grading plan prepared a registered civil engineer must be submitted together with the completed application form attached. Graded Pad Certification required. All required documentation must be provided to your Construction Management & Inspection division inspector, . The inspector will then provide the Land Development Engineering counter with a release forthe building permit. See attached checklist for minimum submittal requirements. 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. A separate right-of-way issued by the engineering division is required for the following: N/A Attachments: Engineering Application Storm Water Form RIght-of-Way Appllcatlon/lnfo / Reference Documents E-37 Page 3 of 4 REV 6/2012 THIS CALCULATION WORKSHEET IS NOT ALL-INCLUSIVE OF FEES THAT MAY BE DUE FOR THIS PROJECT* Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Linda Ontiveros Date: 11/01/13 Address: i Leqoland Dr Fees Update by: Date: GEO DATAiLFMZ MS / B&T: N/A Bldg. Permit #: CB 13-2253 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: RETAIL ADDITION Types of Use: Types of Use: Types of Use; Sq.Fl/Units 2,811 SF Sq.Ft./Units Sq.Ft./Units Current calc- Sq.Ft./Units EDU's: EDU's: EDU's EDU's ADT CALCULATIONS: List types and square footages for all uses. Sq.Ft./Units 2,811 SF Sq.Ft./Units [40/1000 (2,811)] Sq.Ft./Units Current calc > Sq.Ft./Units 115 Types Of Use: RETAIL ADDITION Types of Use: CALCULATION Types of Use: Types of Use: FEES REQUIRED: Within CFD: / YES (no bridge & thioroughfare fee in District #1, reduces Traffic Impact Fee) ADT's ADT's ADT's ADT's X 1. PARK-IN-LIEU FEE: NW QUADIRANT ADT'S/UNITS: | X 2. TRAFFIC IMPACT FEE: ADT'S/UNITS: 112 3. BRIDGE & THOROUGHFARE FEE ADT'S/UNITS: 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 2811 5. SEWER FEE EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: PLDA: ACRES: 7. POTABLE WATER FEES UNITS CODE CONN. FEE N/A NE QUADRANT FEE/ADT: FEE/ADT: 97.00 DIST.#1 FEE/ADT: ZONE: 13 FEE/SQ.FT./UNIT: .40 X FEE/EDU: SE QUADARANT I =$ n/a =$ 10,864 DIST.#2 =$ n/a =$ 1,124.40 =$ n/a NO SW QUADRANT DIST.#3 X X FEE/EDU: ;HIGH FEE/AC: MED METER FEE =$ n/a UM =$ n/a LOW SDCWA FEE TOTAL ^ c T Y OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE ^ My project is not In a category of permit types exempt from the Construction SWPPP requirements My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-stomn water discharge(s). My project does not require a grading plan pursuant to the Carlsbad Gradmg Ordinance (Chapter 15.16 ofthe Carlsbad Municipal Code) <^ My project will not result in 2,500 square feet or more of soils disturbance including any associated constaiction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PFIEPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. Gerald Michaels, SMS Architects OWNER{S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) 09/12/2013 DATE STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE FIAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNEFJ/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING FJAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH FIAINFALL. 5. ALL GFIAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: 1 Legoland Drive Assessor's Parcel Number: Project ID: 211 Construction Permit No.: 100 Estimated Construction Start Date 09 Project Duration 00 Months Emergency Contact: Name: Gerald Michaels 24 hour Phone: 9492338593 Perceived Threat to Storm Water Quality B Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs City/Use Only OF CARLSBAD RD TIER 1 SWPPP E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description -> Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm street Sweeping and Vacuuming Sandbag Barrier Storm Drain Inlet Protection stabilized Construction Ingress/Egress stabilized Construction Roadway Water Conservation Practices Paving and Grinding Ooerations Potable Water/Irrigation Vehicle and Equipment Cleanina Material Delivery and Material Use Stockpile Management Spill Prevention and Cnntrnl Solid Waste IVIflnanpmpnt Hazardous Waste Manaaement Concrete Waste Mananpment CASQA Designation -> Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 X Grading/Soil Disturbance X Trenching/Excavation Stockpiling Drilling/Boring Concrete/Asphalt Saw cutting X Concrete flatwori^ X Paving Conduit/Pipe Installation Stucco/Mortar Work X Waste Disposal X X Staging/Lay Down Area X Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other (list): Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left ofthe added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Consfruction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of_2 REV 4/30/10 PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carlsbadca.eov DATE: September 30,2013 PROJECT NAME: Lego Big Shop PROJECT ID: SDP 96-14 PLAN CHECK NO: CB 13-2253 SET#: 1 ADDRESS: 1 Legoland Dr.APN: 211-100-09-00 XI This plan check review Is complete and has been APPROVED by the Planning Division. By: Van Lynch A Final Inspection by the Planning Division is required • Yes ^ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a buiiding permit. Resubmitted plans should include corrections from ali divisions. Q This pian 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: For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 76(>€02-2750 FIRE PREVENTION 760^02-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gre^ory.Ryan@carlsbadca.Sov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov X Van Lynch 760-602-4613 Van.Lynch@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB13-2253 Address 1 Leaoland Dr Date 9/30/13 Review # 1 Planner Van Lvnch Phone (760) 602- 4613 Type of Project & Use: Comercial Net Project Densitv:n/a DU/AC Zoning: C-T-Q General Plan: Facilities Management Zone: 13 CFD (in/out) #_Date of participation: 1991 Remaining net dev acres:0 (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action • • Environmental Review Required: YES (El NO • TYPE EIR 94-01 DATE OF COMPLETION: Compliance with conditions of approvai? If not, state conditions which require action. Conditions of Approval: IEI • • Discretionary Action Required: YES • NO |EI TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: SDP 96-14 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: IEI D n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO IEl 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): CDP Req IEI • • Habitat Management Plan N/A Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) IEI • • Inclusionary Housing Fee required: YES • NO |EI (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!) IE! • • Housing Tracking Form (form p-20) completed: YES • NO • N/A |EI p-28 Page 2 of 3 07/11 Site Plan: S • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelmes IEI • • 1- Applicability: YES • NO IE! • • • 2. Project complies: YES • NOO • • • • Zoning: 1. Setbacks: Complies with setbacks of overall park - inner park project. Front: Required 50 Shown > 50 Interior Side: Required 35 Shown > 35 Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Shown Shown Shown Shown Shown S • • K • • K • • • • • 3. Lot Coverage: 4. Height: No Change 5. Parking: Required Shown Required < 35 Shown 16'8" Spaces Required 4J68 Shown 4.960 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER V. Lvnch DATE 09/30/2013 P-28 Page 3 of 3 07/11 r3l ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAI§^^^ Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov r DATE: 11/19/13 PROJECT NAME: the big shop PROJECT ID: PLAN CHECK NO: cbl32253 SET#: II ADDRESS: I legoland dr APN: • This plan check review is compiete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |EI Yes • No ^ This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Gerald@sms-arch.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 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 Kathieen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 GregorY.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: 11/19/13 ***Bubble All Changes*** Page 1 of 2 1. Response and notes for security grilles CFC 1008.1.4.5. When two or more means of egress are required, not more than one half of the exits or exit access doorways shall be equipped with horizontal or vertical security grills. Two exits are required, 3 gates are installed. 2. Electrical legend does not describe any fixture symbols as 90-minute battery back up emergency lighting. Exit signs are not indicated as such either. The term NL is not interchangeable with EM. Please specify EM lighting in legend and in placement. 3. Provide agreed upon/ agreement of FD access plan. 10/4/13 ***Bubble All Changes*** 1. Sheet AO.l: a. #6 Replace "XXXX" with CH9 - CFC and NFPA 13 and 25 b. #8 Replace "XXXX" with CH9 - CFC and NFPA 10 and 72. c. Sheet E3.1 not included in the plan submittal but listed in index. Please fix. d. Add sheet S4.1 to Index. 2. Sheet A0.2: Fire Rating Required: Corridor: state existing 1 hr corridor shall remin as originally designed and built. Indicate these 1 hr walls on plans (even if existing). Indicate existing area seperation shall remain and be maintained unless occupancy changes. 3. Sheet A0.3: Includes ADA requirements for fire extinguisher and cabinets. 4. Sheet A1.2 Show existing FD access. Show new building and canopy does not inhibit FD access. 5. Provide MOE, occupant load calculations, etc. Include code compliance with CFC 1008.1.4.5. Include these hardware details in door schedule (sheet AlO.l). If existing, indicate so AND indicate type of hardware that is existing. 6. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 7. Sheet Ml.O: Add the foiiowing or similar: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC section 608 and NFPA 72. Illuminated exit signs and egress Page 2 of 2 Carlsbad Fire Department Plan Review Requirements Category: COMMIND , COMM Date of Report: 11-19-2013 Reviewed by: Name: SMS ARCHITECTS/GERALD MICHAELS Address: STE. B 17848 SKY PARK CIR IRVINE CA 92614-6401 Permit #: CBI32253 Job Name: LEGOLAND: 2,811 SF EXPANSION Job AddfessT^l LEGOLAND DR CBAD JETE 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: CON0006674 [NOT MET] ***Bubble All Changes*** 1. Sheet AO.l: a. #6 Replace "XXXX" with CH9 - CFC and NFPA 13 and 25 b. #8 Replace "XXXX" with CH9 - CFC and NFPA 10 and 72. c. Sheet E3.1 not included in the plan submittal but listed in index. Please fix. d. Add sheet S4.1 to Index. 2. Sheet A0.2: Fire Rating Required: Corridor : state existing 1 hr corridor shall remain as originally designed and built. Indicate these 1 hr walls on plans (even if existing). Indicate existing area seperation shall remain and be maintained unless occupancy changes. 3. Sheet AO.3: Includes ADA requirements for fire extinguisher and cabinets. 4. Sheet A1.2 Show existing FD access. Show new building and canopy does not inhibit FD access. 5. Provide MOE, ocupant load calculations, etc. Include code compliance wdth CFC 1008.1.4.5. Include these hardware details in door schedule (sheet AlO.l). If existing, indicate so AND indicate type of hardware that is existing. 6. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 7. Sheet Ml.O : Add the following or similar: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC section 608 and NFPA 72. Illuminated exit signs and egress lighting shall be placed in accordance v^th CFC 1011. Indicate on reflective ceiling AND electrical sheets. Include in legend EM fixtures with 90 minute battery back up. d. Add Sheet Entry: 10/04/2013 By: cwong Action: CO Cond: CON0006802 [NOT MET] ***Bubble All Changes* 1. Response and notes for security grilles CFC 1008.1.4.5. When two or more means of egress are required, not moret han one half of the exits or exit access doorways shall be equipped with horizontal or vertical security grills. Two exis are required, 3 gates are installed. 2. Electrical legend does not describe any fixture symbols as 90-minute battery back up emergency lighting. Exit signs are not indicated as such either. The term NL is not interchangeable with EM. Please specify EM lighting in legend and in placement. 3. Provide agreed upon/ agreement of FD access plan. Entry: 11/19/2013 By: CWONG Action: CO Carlsbad Fire Department Plan Review Requirements Category: COMMIND , COMM Date of Report: 12-03-2013 Reviewed by crrv Name: SMS ARCHITECTS/GERALD MICHAELS Address: STE. B 17848 SKY PARK CIR IRVINE CA 92614-6401 Permit #: CBI 32253 Job Name: LEGOLAND: 2,811 SF EXPANSION Job Address: 1 LEGOLAND DR CBAD Please review carefully all comments attached. Conditions: Cond: CON0006674 [MET] ***Bubble All Changes *** OK 1. Sheet AO.l: OK a. #6 Replace "XXXX" with CH9 - CFC and NFPA 13 and 25 OK b. #8 Replace "XXXX" with CH9 - CFC and NFPA 10 and 72. OK c. Sheet E3.1 not included in the plan submittal but listed in index. Please fix. OK d. Add sheet S4.1 to Index. OK 2. Sheet A0.2: OK Fire Rating Required: Corridor : state existing 1 Hr corridor shall remain as originally designed and built. Indicate these 1 Hr walls on plans (even if existing). Indicate existing area separation shall remain and be maintained unless occupancy changes. OK 3. Sheet AO.3: Includes ADA requirements for fire extinguisher and cabinets. OK 4. Sheet Al .2 Show existing FD access. Show new building and canopy does not inhibit FD access. OK 5. Provide MOE, occupant load calculations, etc. Include code compliance with CFC 1008.1.4.5. Include these hardware details in door schedule (sheet AlO.l). If existing, indicate so AND indicate type of hardware that is existing. OK 6. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 OK 7. Sheet Ml .0 : Add the following or similar: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC section 608 and NFPA 72. Illuminated exit signs and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. OK Include in legend EM fixtures with 90 minute battery back-up. OK d. Add Sheet Entry: 10/04/2012 By: cwong Action: CO Entry: 12/03/2013 By: GR Action: AP Cond: CON0006802 [MET] ***Bubble All Changes* OK 1. Response and notes for security grilles CFC 1008.1.4.5. When two or more means of egress are required, not more than one half of the exits or exit access doorways shall be equipped with horizontal or vertical security grills. Two exits are required, 3 gates are installed. OK 2. Electrical legend does not describe any fixture symbols as 90-minute battery back-up emergency lighting. Exit signs are not indicated as such either. The term NL is not interchangeable with EM. Please specify EM lighting in legend and in placement. OK 3. Provide agreed upon/ agreement of FD access plan. Entry: 11/19/2013 By: CWONG Action: CO Entry: 12/03/2013 By: GR Action: AP ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department ^ 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 10/4/13 PROJECT NAME: the big shop PROJECT ID: PLAN CHECK NO: cbl32253 SET#: I ADDRESS: llegoland dr 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: Gerald@sms-arch.com (and via USPS) Vou may a/so have corrections from one or more ofthe 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: ^••••i-'-tliitMiilHtRi'^'f'-—• irrn—• • , '•j^^crr'—" *"—•— 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.eov 1 1 Gina Ruiz 760-602^675 Gina.Ruiz@carlsbadca.£ov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.£ov Remarks: ***Bubble All Changes*** Page 1 of 2 1. Sheet AO.l: a. #6 Replace "XXXX" with CH9 - CFC and NFPA 13 and 25 b. #8 Replace "XXXX" with CH9 - CFC and NFPA 10 and 72. c. Sheet E3.1 not included in the plan submittal but listed in index. Please fix. d. Add sheet S4.1 to Index. 2. Sheet A0.2: Fire Rating Required: Corridor: state existing 1 hr corridor shall remin as originally designed and built. Indicate these 1 hr walls on plans (even if existing). Indicate existing area seperation shall remain and be maintained unless occupancy changes. 3. Sheet A0.3: Includes ADA requirements for fire extinguisher and cabinets. 4. Sheet A1.2 Show existing FD access. Show new building and canopy does not inhibit FD access. 5. Provide MOE, occupant load calculations, etc. Include code compliance with CFC 1008.1.4.5. Include these hardware details in door schedule (sheet AlO.l). If existing, indicate so AND indicate type of hardware that is existing. 6. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 7. Sheet Ml.O: Add the following or similar: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC section 608 and NFPA 72. Illuminated exit signs and egress Page 2 of 2 Carlsbad Fire Department Plan Review Requirements Category: COMMIND , COMM Date of Report: 10-04-2013 Reviewed by: ^/^X y Name: SMS ARCHITECTS/GERALD MICHAELS Address: STE. B 17868 SKY PARK CIR IRVINE CA 92614-6401 Permit #: CBI32253 Job Name: LEGOLAND: 2,811 SF EXPANSION Job Address: 1 LEGOLAND DR CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0006674 [NOT MET] ***Bubble All Changes*** 1. Sheet AO.l: a. #6 Replace "XXXX" with CH9 - CFC and NFPA 13 and 25 b. #8 Replace "XXXX" with CH9 - CFC and NFPA 10 and 72. c. Sheet E3.1 not included in the plan submittal but listed in index. Please fix. d. Add sheet S4.1 to Index. 2. Sheet A0.2: Fire Rating Required: Corridor: state existing 1 hr corridor shall remain as originally designed and built. Indicate these 1 hr walls on plans (even if existing). Indicate existing area seperation shall remain and be maintained unless occupancy changes. 3. Sheet A0.3: Includes ADA requirements for fire extinguisher and cabinets. 4. Sheet Al .2 Show existing FD access. Show new building and canopy does not inhibit FD access. 5. Provide MOE, ocupant load calculations, etc. Include code compliance with CFC 1008.1.4.5. Include these hardware details in door schedule (sheet AlO.l). If existing, indicate so AND indicate type of hardware that is existing. 6. The means of egress, including the exit discharge, shall be illuminated at all times the space serv?;d by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 7. Sheet Ml .0 : Add the following or similar: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC section 608 and NFPA 72. Illuminated exit signs and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. Include in legend EM fixtures vdth 90 minute battery back up. d. Add Sheet Entry: 10/04/2013 By: cwong Action: CO GRIMM & CHEN STRUCTURAL ENGINEERING, INC. STRUCTURAL CALCULATIONS G&C Job Number: 12-123 RECEIVED SEP 1 8 2013 CITY OF CARLSBAD BUILUING DIVISION Legoland - The Big Shop Carlsbad, CA Plan Check 1 Calculations Novembers, 2012 TABLE OF CONTENTS Load Criteria Column Loads & Footings Roof Framing Header Framing Exterior Canopy Lateral Load & Distribution Transverse Lateral Design Shearwall & Diaphragm Longitudinal Lateral Design Shearwall Moment Frame Diaphragm 1 2-9 10-29 30-33 34-35 36-41 p. 41-43 p. 44 p. 45-58 p. 59-60 PREPARED FOR: SMS ARCHITECTS 17500 Redhill Ave., Suite 240 • In/ine • Califomia » 92614 » Tel 949.250.3150 • Fax 949.203.0450 GRIMM & CHEN STRUCTURAL EhiGlNEERlNG, INC. 17500 Redhi Avenue. Suite 240 Irvine, CA?26j 4 Job# Date Initials Sheet # LOAD CRITERIA Project: Legoland - The Big Shop Location: Retail Wood Roof System: Plywood Sheathing over Plywood-Web Wood Joists Gravity 3/4" Plywood Sheathing Crickets Ballasted Roof Ceiling Mech. / Misc. DL (psf) 3.0 1.0 6.0 5.0 5.0 20.0 LL = 20/16/12 psf + Mech'l Units Joist 2.0 22.0 psf Girder 2.0 24.0 psf Column 1.0 25.0 psf Seismic Framing Partitions Exterior Walls ^ Misc. Roof Structures' Mechanical Units ^ DL (psf) 25.0 5.0 8.3 2.1 0.6 41.0 psf Notes: 1. W = 20psf X LpER X (HROOF/2+HPAR) / = LpER - 384 ft HROOF ~ AB= 8800 sf HpAR = 8.3 15 2 psf ft ft W = N X (20psf X LpER X HROOF + 20psf x A) / Ag = LpER - 0 ft HROOF ~ A= 920 sf N = 2.1 0 1 psf fl W = Nx 1000 Ibs/AB = N= 5 0.6 psf Page 1 of 1 GRIMMS. CHEN STRUCTURAL ENGINEERING, INC. 17880 SKYPARK CIRCLE. SUITE 280 IRVINE, CA92614 Job# Date Initials Sheet # SPREAD FOOTING DESIGN Project: Footing ID: Legoland - The Big Shop F2.5 1.50 ksf LF. = 1.60 as = 2.2 ksf As = 0.03 in^/ft bcOL = 6 in As.MIN ~ 0.26 in^/ft As.TOT -0.65 in^ b = 2.50 ft h = 12 in As.pRov d' = 4.00 in (3) #5 @ 15. 0.93 d = 8.0 In (2) #6 @30. 0.88 fc = 3 ksi (2) #7 @30. 1.20 Fy = 60 ksi (1) #8 #DIV/0! 0.79 (1) #9 #DIV/0! 1.00 Mu = 1.2 ft-kips / ft (1) #10 #DIV/0! 1.27 (1) #11 #DIV/0! 1.56 76 kips Okay, > Vu Vu = 11 kips PD^KALL) = [ (OALL - 0.05 kef * h/12) x b^ ] /1.05 = kips GRIMM & CHEN STRUCTURAL E NGI NEE RING, INC . 17880 SKYPARK CIR CLE. SUITE 280 IRVINE, CA82614 Job# Date Initials Sheet # SPREAD FOOTING DESIGN Project: Footing ID: Legoland - The Big Shop F3 •^ALL -1.50 ksf L.F. = 1.60 <Ts = 2.2 ksf A,= 0.04 in^/ft bcoL = 6 in 0.30 in^/ft As.TOT ~ 0.91 In^ b = 3.00 ft h = 14 in As.PROV d' = 4.00 in (3) #5 @18. 0.93 d = 10.0 in (3) #6 @18. 1.32 fc = 3 ksi (2) #7 @36. 1.20 Fy = 60 ksi (2) #8 @36. 1.58 (1) #9 #DIV/0! 1.00 Mu = 1.9 ft-kips / ft (1) - #10 #DIV/0! 1.27 (1) #11 #DIV/0! 1.56 (t)VN = 109 kips Okay, > Vu Vu = 16 kips PD+L(ALL) = [ (OALL - 0.05 kef *h/12)xb^]/1.05= M 2 ) kips GRIMM &. CHEN STRUCTURAL ENGINEERING, INC. 17880 SKYPARK CIRCLE, SUITE 280 IRVINE. CA92614 Job# Date Initials Sheet* SPREAD FOOTING DESIGN Project: Footing ID: Legoland - The Big Shop F4 PD.L(ALL) = [ (OALL - 0.05 kef * h/12) X b^ ] /1.05 = kips 1.50 ksf LF. = 1.60 tJs = 2.2 ksf A,= 0.08 in^/ft bcoL = 6 in As.MIN ~ 0.30 in^/ft As.TOT -1.21 in^ b = 4.00 ft h = 14 in As.PROV d' = 4.00 in (4) #5 ©16. 1.24 d = 10.0 in (3) #6 @24. 1.32 fc = 3 ksf (2) #7 @48. 1.20 Fy = 60 ksi (2) #8 @48. 1.58 (2) #9 @48. 2.00 Mu = 3.7 ft-kips / ft (1) #10 #DIV/0! 1.27 (1) #11 #DIV/0! 1.56 (t>VN = 109 kips Okay, > Vu Vu = 31 kips GRIMM &. CHEN STRUCTURAL ENGINEERING, INC. 17880 SKYPARK CIRCLE, SUITE 280 IRVINE. CA92614 Job# Date Initials Sheet # SPREAD FOOTING DESIGN Project: Footing ID: Legoland - The Big Shop F4.5 Pt>L(ALL) = [ (WALL" 0.05 kcf * h/12) X b' ] /1.05 = 28 kips CfALL ~ 1.50 ksf LF. = 1.60 (JS = 2.2 ksf A,= 0.11 in^/ft bcOL ~ 6 in As.MIN ~ 0.30 in^/ft As.TOT -1.36 in^ b = 4.50 ft h = 14 in As.PROV d' = 4.00 in (5) #5 @13.5 1.55 d = 10.0 in (4) #6 @18. 1.76 fc = 3 ksi (3) #7 @27. 1.80 F,= 60 ksi (2) #8 @54. 1.58 (2) #9 @54. 2.00 Mu = 4.8 ft-kips / ft (2) #10 @54. 2.54 (1) #11 #DIV/0! 1.56 109 kips Okay, > Vu Vu = 40 kips GRIMMS. CHEN STRUCTURAL ENGINEERING, INC. 17880 SKYPARK CIR CLE, SUITE 280 IRVINE. CA92614 Job# Date Initials Sheet # SPREAD FOOTING DESIGN Project: Legoland - The Big Shop Footing ID: F5 1.50 ksf L.F. = 1.60 cs = 2.1 ksf bcoL ~ 6 in b = 5.00 ft h = 16 in d' = 4.00 in d = 12.0 in fc = 3 ksi Fy = 60 ksi Mu = 6.1 ft-kips / ft <t>VN = 147 kips Okay, > Vu Vu = 48 kips PD*L(ALL) = [ (OAU - 0.05 kcf * h/12) X b= ] / 1.05 = As = As.MIN - As.TOT '• 0.12 in^/ft 0.35 in" in 1.73 in^ As.PROV (6) #5 @12. 1.86 (4) #6 @20. 1.76 (3) #7 @30. 1.80 (3) #8 @30. 2.37 (2) #9 @60. 2.00 (2) #10 @60. 2.54 (2) #11 @60. 3.12 GRIMMS. CHEN STRUCTURAL ENGINEERING, INC. 17880 SKYPARK CIR CLE, SUITE 280 IRVINE. CA92614 Job# Date initials Sheet* 1? SPREAD FOOTING DESIGN Project: Footing ID: Legoland - The Big Shop F5.5 PD*L(ALL) = [ (OALL - 0.05 kcf * h/12) x b^ ] /1.05 = 41 kips CfALL -1.50 ksf LF.= 1.60 as = 2.1 ksf A,= 0.14 in^/ft bcoL -6 in As.MIN -0.35 in^/ft As.TOT -1.90 in^ b = 5.50 ft h = 16 in As.PROV d' = 4.00 in (7) #5 @11. 2.17 d = 12.0 in (5) #6 @ 16.5 2.20 fc = 3 ksi (4) #7 @22. 2.40 Fy = 60 ksi (3) #8 @33. 2.37 (2) #9 @66. 2.00 Mu = 7.5 ft-kips/ft (2) #10 @66. 2.54 (2) #11 @66. 3.12 <^VN = 147 kips Okay, > Vu Vu = 59 kips GRIMMS. CHEN STRUCTURAL ENGINEE RING. INC. 17880 SVCTPARK CIRCLE, SUITE 280 IRVINE. CA92614 Job* Date Initials Sheet* 1 SPREAD FOOTING DESIGN Project: Footing ID: Legoland - The Big Shop F6 PD*L(ALL) = [ (CALL - 0.05 kcf * h/12) x b^ ] / 1.05 = ^^49^ kips OALL -1.50 ksf LF. = 1.60 crs = 2.1 ksf As = 0.17 in^/ft bcOL = 6 in As.MIN ~ 0.35 in^/ft As.TOT -2.07 in^ b = 6.00 ft h = 16 in As.PROV d' = 4.00 in (7) #5 @12. 2.17 d = 12.0 in (5) #6 @18. 2.20 fc = 3 ksi (4) #7 @24. 2.40 Fy = 60 ksi (3) #8 @36. 2.37 (3) #9 @36. 3.00 Mu = 9.1 ft-kips / ft (2) #10 @72. 2.54 (2) #11 @72. 3.12 <|)VN = 147 kips Okay, > Vu Mu = 72 kips © ® ® ® @ . ® ® (S) © ® @ (Q GRIMM & CHEN Date: Job No. Engineer: Page No: of 17500 Redhill Avenue, Suite 240, irvine, CA 92614 I P 949-250-3150 1 F 949-203-0450 I www.gcstructural.com ^ ^m^. wmi^ juggigg RedSpec™ by RedBuilt^' V7.0.15 Project: Location: Folder: Date: Designer: Comment: Project Folder 9/28/12 12:45 PM Type: Jl 16" Red-ies^"^ @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS SUPPORTS Req'd Bearing, Stiffeners (in) HANGERS Model Left None Found Right None Found % Allow. 44% 93% Design 1530 10680 Allow. 3512 11512 DOL - Control 125% - All Loads 125% - All Loads <M> Allow. 40% 79% Design 0.480 1.266 Allow. 1.200 1.600 Design L/600 L/ 227 Support 1 640 (125) 890 1530(125) Flush Wall 1.75 Support 2 640 (125) 890 1530(125) Flush Wall 1.75 Top Face Member Allow. L/240 L/ 180 Header Pass/Fail PASS PASS Pass/Fail PASS PASS Size SPANS AND LOADS Dimensions represent horizontal design spans. Mennber Slope; 0/12 APPLICATION LOADS TypeUnits DOL Uniform psf Roof(125%) ADDITIONAL LOADS TypeUnits DOL Point Ib Floor(100%) Live 20 Live 0 Dead 20 Dead 500 24'- 0.0" Partition 0 Tributary 32" Member Type Roof 3oist Location from left 12'-0.0" Application Comment Adds To Misc Point Load NOTES • Building code: IBC Methodology: Allowable Stress Design • Continuous lateral support required at top edge. Lateral support at bottom edge shali be: per RedBuilt recommendations. C:\Users\Sam\Documents\RedSpec\Projectl.red Page 1 of 1 The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-145™, Red-165™, Red-I65T™, Red-190™, Red-I90H™, Red-I90HS™, Red-L™, Red-LT™, Red-W™, Red-S" Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2012 RedBuilt LLC. Ali rights reserved. Red-M" RedSpec™ by RedBuiir V7.0.15 Project: Location: Folder: Date: Designer: Comment: Project Folder 9/28/12 12:44 PM Type:Jl i5 18" Red-190^^ @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (Ib) 56% 2170 3850 125% - All Loads PASS Positive Moment (ft-lb) 79% 14520 18481 125% - All Loads PASS DEFLECTIONS (in) Oh Allow. Design Allow. Design Allow. Pass/Fail Span Live 35% 0.424 1.200 L/ 680 L/240 PASS Span Total 64% 1.030 1.600 L/ 280 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (D0L%) 960 (125) 960 (125) Dead Reaction (lb) 1210 1210 Total Reaction (Ib) (D0L<M>) 2170 (125) 2170 (125) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners (in) 2.96 2.96 Req'd Bearing, Stiffeners (in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left Right None Found None Found SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 APPLICATION LOADS TypeUnits DOL Live Uniform psf Roof(125%) 20 ADDITIONAL LOADS TypeUnits DOL Live Point Ib Floor(100%) 0 Dead 20 Dead 500 24'- 0.0" Partition 0 Tributary 48" Member Type Roof Joist Location from left 12'-0.0" Application Comment Adds To Misc Point Load NOTES • Buiiding code: IBC. Methodology: Allowable Stress Design • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C; \Users\Sam\Documents\RedSpec\Projectl. red Page 1 of 1 The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-145™, Red-165™, Red-I65T™, Red-190™, Red-I90H™, Red-I90HS™, Red-L™, Red-LT™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2012 RedBuilt LLC. All rights reserved. 1^ f ^^^^ ^^^^L ^ %3liiwm»%>0 RedSpec™ by RedBuilt^ V7.0.15 Project: Location: Folder: Date: Designer: Comment: Project Folder 9/28/12 12:47 PM Type: J2 /1 20" Red-ieS^-^ @ 32" o.c. This product meets or exceeds the set design controls for the appiication and loads listed DESIGN CONTROLS Va Allow. Design Allow. DOL - Control Pass/Fail Shear (Ib) 42% 1743 4181 125% - All Loads PASS Positive Moment (ft-lb) 97% 13953 14425 125% - All Loads PASS DEFLECTIONS (in) o/o Allow. Design Allow. Design Allow. Pass/Fail Span Live 38% 0.525 1.400 L/ 640 L/240 PASS Span Total 72% 1.338 1.867 L/ 251 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (DOL<W>) 747 (125) 747 (125) Dead Reaction (lb) 997 997 Total Reaction (Ib) (DOL%) 1743(125) 1743 (125) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners (in) --Req'd Bearing, Stiffeners (In) 1.75 1.75 HANGERS Model Top Face Member Header Size Left Right None Selected None Selected SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 APPLICATION LOADS TypeUnits DOL Live Uniform psf Roof(125%) 20 ADDITIONAL LOADS TypeUnits DOL Live Point Ib Floor(100%) 0 Dead 20 Dead 500 28'- 0.0" Partition 0 Tributary 32" Member Type Roof Joist Location from left 14'-0.0" Application Comment Adds To Misc Point Load NOTES • Building code: IBC. Methodology: Allowable Stress Design • Continuous lateral support required at top edge. Lateral support at bottom edge shali be per RedBuilt recommendations. C:\Users\Sam\Documents\RedSpec\Proiectl.red Page 1 of 1 The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-145™, Red-165™, Red-I65T™, Red-190™, Red-I90H™, Red-I90HS™, Red-L™, Red-LT™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2012 RedBuilt LLC. All rights reserved. J(JJ JCfrf^'" RedSpec™ by RedBuilt^' V7.0.15 Project: Location: Folder: Date: Designer: Comment: Project Folder 9/28/12 12:48 PM Type: J2 16" Red-190^^ @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (Ib) 50% 1743 3512 125% - All Loads PASS Positive Moment (ft-lb) 85% 13953 16394 125%.- All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 47% 0.652 1.400 L/ 515 L/240 PASS Span Total 89% 1.661 1.867 L/202 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (D0L%) 747 (125) 747 (125) Dead Reaction (lb) 997 997 Total Reaction (Ib) (DOL%) 1743 (125) 1743 (125) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners (in) 1.75 1.75 Req'd Bearing, Stiffeners (in) -- HANGERS Model Top Face Member Header Size Left None Selected Right None Selected SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 APPLICATION LOADS TypeUnits DOL Live Uniform psf Roof(125%) 20 ADDITIONAL LOADS TypeUnits DOL Live Point lb Floor(100%) 0 Dead 20 Dead 500 28'- 0.0" Partition 0 Location from left 14'-0.0" Tributary Member Type 32" Roof Joist Application Comment Adds To Misc Point Load NOTES • Building code: IBC. Methodology: Allowable Stress Design • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Users\Sam\Documents\RedSpec\Projectl.red Page 1 of 1 The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-145™, Red-165™, Red-I65T™, Red-190™, Red-I90H™, Red-I90HS™, Red-L™, Red-LT™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2012 RedBuilt LLC. All rights reserved. RedSpec™ by RedBuilt^ V7.0.15 Project: Location: Folder: Date: Designer: Comment: Project Folder 9/28/12 12:49 PM Type: J2 20" Red-190™ @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (Ib) 60% 2490 4181 125% - All Loads PASS Positive Moment (ft-lb) 93% 19180 20544 125% - All Loads PASS DEFLECTIONS (in) <yb Allow. Design Allow. Design Allow. Pass/Fail Span Live 43% 0.602 1.400 L/558 L/240 PASS Span Total 76% 1.426 1.867 L/236 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (DOL%) 1120 (125) 1120 (125) Dead Reaction (lb) 1370 1370 Total Reaction (Ib) (DOL%) 2490 (125) 2490 (125) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners (in) --Req'd Bearing, Stiffeners (In) 1.75 1.75 HANGERS Model Top Face Member Header Size Left Right None Selected None Selected SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 APPLICATION LOADS TypeUnits DOL Live Uniform psf Roof(125%) 20 ADDITIONAL LOADS TypeUnits DOL Live Point Ib Floor(100%) 0 Dead 20 Dead 500 28'- 0.0" Partition 0 Location from left 14'-0.0" Tributary 48" Application Adds To Member Type Roof Joist Comment Misc Point Load NOTES • Building code: IBC. Methodology; Allowable Stress Design • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C;\Users\Sam\Documents\RedSpec\Projectl.red Page 1 of 1 The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professionai for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-145™, Red-165™, Red-I65T™, Red-190™, Red-I90H™, Red-I90HS™, Red-L™, Red-LT™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2012 RedBuilt LLC. All rights reserved. ©Woodworks' COIVIPANY Sep. 28, 2012 12:54 PROJECT Beami 0 Design Check Calculation Sheet Sizer 2004a LOADS (lbs, psf, or plf) Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Loadl Dead Full Area 20.00 (16.0)* No Load2 Constr Full Area 20.00 (16.0)* No Loads Constr Point 500 4.00 No •Tributary Width (in) MAXIIVIUiVI REACTIONS (Ibs) and BEARING LENGTHS (in) 0' 8' Dead 117 117 Live 357 357 Total 474 474 Bearing: Bearing: LC nuinber 2 2 Length 1.00 1.00 Lumber-soft, D.Fir-L, No.2,2x8" Spaced at 18" dc; Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi Criterion Shear Bending(+) Live Defl'n Total Defl'n Analysis Value fv = 61 fb = 1322 0.15 = L/626 0.21 = L/465 and Deflection (in) using NDS 2001 Design Value Fv' = 225 Fb' = 1552 0.40 = L/240 0.53 - L/180 Analysis/Pesign fv/Fv' = 0.27 fb/Fb' = 0.85 0.38 0.39 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb' + 900 1.25 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 2 Fv' 180 1.25 1.00 1.00 --1.00 1.00 1.00 2 Fcp' 625 -1.00 1.00 --1.00 1.00 - E' 1.6 million 1.00 1.00 --1.00 1.00 2 Bending{+): LC# 2 = D-tC, M = 1447 Ibs-ft Shear LC# 2 = DH-C, V = 474, V design = 440 lbs Deflection: LC# 2 = D+C EI= 76e06 lb-in2 Total Deflection = 1.50{Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=iinpact C=construction CLd=concentrated) (fill LC's are listed in the Analysis output) DESiGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. GRIMM & CHEN ^k,..i i,..nr. Dote: Job No. GRIMM & CHEN ^k,..i i,..nr. Engineer: PogeNo: of ^ 7500 Redhill Avenue, Suite 240, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 I www.gcstructural.cor ETA ^ GRIMM & CHEN S;^. , . Dote: Job No. ^ GRIMM & CHEN S;^. , . Engineer: Page No: of It 17500 Redhill Avenue, Suite 240, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 I www.gcstructural.com GRIMM & CHEN M... i.;--. rr^.r:L-<..^,, n,.. Dote: Job No. GRIMM & CHEN M... i.;--. rr^.r:L-<..^,, n,.. Engineer: Page No: of 17500 Redhill Avenue, Suite 240, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 I www.gcstructurai.com Gravitv Beam Design RAMSBeam v3.0 Licensed to: Grimm and Chen Structural Engr 09/28/12 13:12:12 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (40.00,0.00) Beam Size (User Selected) = W18X50 Total Beam Length (ft) = 40.00 Mp (kip-ft) = 420.83 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 20.000 0.00 4.00 No No LINE LOADS (k/ft): Fy = 50.0 ksi Load Dist (ft) DL LL 1 0.000 0.050 0.000 40.000 0.050 0.000 2 0.000 0.550 0.300 40.000 0.550 0.300 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 27.20 kips 0.90Vii = 172.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 304.0 20.0 0.0 1.00 0.90 378.75 Controlling 1.2DL+1.6LL 304.0 20.0 0.0 1.00 0.90 378.75 REACTIONS (kips): DL reaction Max -i-LL reaction Max +total reaction (factored) DEFLECTIONS: (Camber = 1-1/4) Left 12.00 8.00 27.20 Right 12.00 8.00 27.20 Dead load (in) at 20.00 ft = -1.490 L/D = 322 Live load (in) at 20.00 ft = -1.142 L/D = 420 Net Total load (in) at 20.00 ft = -1.382 L/D = 347 Gravitv Beam Design RAMSBeamv3.0 Licensed to: Grimm and Chen Structural Engr 09/28/12 13:10:31 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (36.00,0.00) Beam Size (User Selected) = W18X40 Total Beam Length (ft) = 36.00 Mp (kip-ft) = 326.67 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 18.000 0.00 4.00 No No Fy = 50.0 ksi LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.040 0.000 36.000 0.040 0.000 2 0.000 0.530 0.290 36.000 0.530 0.290 SHEAR (Ultimate): Max Vu (1.2DL-I-1.6LL) = 23.87 kips 0.90Vn = 152.24 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Max + 1.2DL+1.6LL 243.6 18.0 0.0 1.00 0.90 294.00 1.2DL+1.6LL 243.6 18.0 0.0 1.00 0.90 294.00 Center Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: (Camber =1) Left 10.26 7.22 23.87 Right 10.26 7.22 23.87 Dead load (in) at 18.00 ft = -1.214 L/D = 356 Live load (in) at 18.00 ft = -0.996 L/D = 434 Net Total load (in) at 18.00 ft = -1.210 L/D = 357 Gravitv Beam Design RAMSBeam v3.0 Licensed to: Grimm and Chen Structural Engr ^3 -2.5 09/28/12 13:14:09 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (32.00,0.00) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 32.00 Mp (kip-ft) = 277.OS Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 16.000 0.00 4.00 No No Fy = 50.0 ksi LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.035 0.000 32.000 0.035 0.000 2 0.000 0.530 0.290 32.000 0.530 0.290 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 21.47 kips 0.90Vn = 143.37 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Max + 1.2DL+1.6LL 197.4 16.0 0.0 1.00 0.90 249.37 1.2DL+1.6LL 197.4 16.0 0.0 1.00 0.90 249.37 Center Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: (Camber = 3/4) Dead load (in) Live load (in) Net Total load (in) Left 9.04 6.64 21.47 Right 9.04 6.64 21.47 at 16.00 ft --0.901 L/D = 426 at 16.00 ft = -0.782 L/D = 491 at 16.00 ft = -0.933 L/D = 412 Gravitv Beam Design RAM SBeam v3.0 Licensed to: Grimm and Chen Structural Engr 09/28/12 13:20:58 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (24.00,0.00) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 24.00 Mp (kip-ft) = 184.17 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 12.000 0.00 4.00 No No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.026 0.000 24.000 0.026 0.000 2 0.000 0.470 0.300 24.000 0.470 0.300 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 16.10 kips 0.90Vn = 104.15 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Max + 1.2DL+1.6LL 115.8 12.0 0.0 1.00 0.90 165.75 1.2DL+1.6LL 115.8 12.0 0.0 1.00 0.90 165.75 Center Controlling REACTIONS (kips): Left Right DL reaction 5.95 5.95 Max +LL reaction 5.60 5.60 Max+total reaction (factored) 16.10 16.10 DEFLECTIONS: Dead load (in) at 12.00 ft = -0.424 L/D = 679 Live load (in) at 12.00 ft = -0.485 L/D = 594 Net Total load (in) at 12.00 ft = -0.909 L/D = 317 ©Woodworks' -•iOrrWABt tXiK WOOD DCSICN COMPANY Sep. 28, 2012 13:01 PROJECT Beami Design Check Calculation Sheet Sizer 2004a LOADS (lbs, psf, or plf) •• Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Loadl Dead Full Area 22.00 (6.00)* No Load2 Constr Full Area 20.00 (6.00)* No Load3 Constr Point 2000 14.00 No *Tributary Width (ft) MAXIMUM REACTIONS (ibs) and BEARING LENGTHS (in) Dead Live Total Bearing: LC number Length 2060 2680 4740 2060 2680 4740 Dead Live Total Bearing: LC number Length 2 2.33 2 2.33 Glulam-Unbal., West Species, 24F-V4 DF, 3-1/8x21" Self Weigilt of 15.11 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 Criterion Shear Bending(+) Live Defl'n Total Defl'n Analysis Value fv = 98 fb = 2099 0.75 = L/450 1.45 = L/231 Design Value Fv' = 300 Fb' = 2896 0.93 = L/360 1.87 = L/180 Analysis/Design fv/Fv' fb/Fb' = 0.33 0.72 0.80 0.78 ADDITIONAL DATA: FACTORS: F CD Fb'+ 2400 1.25 FV 240 1.25 Fcp' 650 E' 1.8 million CM 1.00 1.00 1.00 1.00 Ct 1.00 1.00 1.00 1.00 CL 1.000 cv 0.965 Cfu 1.00 Cr 1.00 Cfrt 1.00 1.00 1.00 1.00 Notes Cn 1.00 1.00 1.00 LC# 2 2 Bending(+): LC# 2 = D+C, M = 40177 Ibs-ft Shear : LC# 2 = D+C, V = 4740, V design = 4272 lbs Deflection: LC# 2 = D+C EI= 4341e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AlTC 117-2001 and manufactured In accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Woodworks' SOFrWARE K>« WOOO fMStCiSt COMPANY Sep. 28, 2012 13:01 PROJECT Beami Design Check Calculation Sheet Sizer 2004a LOADS (lbs,psf, orpH) Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Loadl Dead Full Area 22.00 (6.00)* No Load2 Constr Full Area 20.00 (6.00)* No Load3 Constr Point 2000 14.00 No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): Dead Live Total Bearing: LC number Length 2145 2680 4825 2145 2680 4825 Dead Live Total Bearing: LC number Length 2 1.45 2 1.45 Glulam-Unbal., West Species, 24F-V4 DF, 5-1/8x18" Self Weight of 21.24 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi and Deflection (in) using NDS 2001: Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 72 fb = 1768 0.72 = L/464 1.43 = L/234 Fv' = 300 Fb' = 2799 0.93 = L/360 1.87 = L/180 fv/Fv' = 0.24 fb/Fb' = 0.63 0.77 0.77 ADDITIONAL DATA: FACTORS: F Fb'+ 2400 Fv' 240 Fcp' 650 CD 1.25 1.25 CM 1.00 1.00 1.00 1.8 million 1.00 Ct 1.00 1.00 1.00 1.00 CL 1.000 CV 0.933 Cfu 1.00 Cr 1.00 Cfrt 1.00 1.00 1.00 1.00 Notes Cn 1.00 1.00 1.00 LC# 2 2 Bending(+): LC# 2 = D+C, M = 40777 Ibs-ft Shear : LC# 2 = D+C, V = 4825, V design = 4415 lbs Deflection: LC# 2 = D+C EI= 4483e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AlTC 117-2001 and manufactured in accordance with ANSI/AITC Al 90.1 -1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). ©Woodworks' &OHWAtt€f Oft WOOO tXStCf^ COMPANY Sep. 28, 2012 13:00 PROJECT Beami in Design Check Calculation Sheet Sizer 2004a LOADS (lbs, psf, or plf) Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Loadl Dead Full Area 22.00 (6.00)* No Load2 Constr Full Area 20.00 (6.00)* No Load3 Constr Point 2000 12.00 No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) Dead Live Total Bearing: LC number Length 1739 2440 4179 1739 2440 4179 Dead Live Total Bearing: LC number Length 2 2.06 2 2.06 Glulam-Unbal., West Species, 24F-V4 DF, 3-1/8x18" Self Weight of 12.95 plf automatically induded in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi Criterion Shear Bending(+) Live Defl'n Total Defl'n Analysis Value fv = 101 fb = 2210 0.69 = L/416 1.29 = L/224 and Deflection (in) using NDS 2001 Design Value FV = 300 Fb' = 2987 0.80 = L/360 1.60 = L/180 Analysis/Design fv/Fv' = 0.34 fb/Fb' = 0.74 0.86 0.80 ADDITIONAL DATA: FACTORS: F Fb'+ 2400 Fv' 240 Fcp' 650 CD 1.25 1.25 1.8 million CM 1.00 1.00 1.00 1.00 Ct 1.00 1.00 1.00 1.00 CL 1.000 CV 0.996 Cfu 1.00 Cr 1.00 Cfrt 1.00 1.00 1.00 1.00 Notes 1.00 1.00 1 Cn 00 LC# 2 2 Bending(+): LC# 2 = D+C, M = 31076 Ibs-ft Shear : LCI 2 = D+C, V = 4179, V design = 3782 lbs Deflection: LC# 2 = D+C EI= 2734e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AlTC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Gravitv Beam Design RAMSBeam v3.0 Licensed to: Grimm and Chen Structural Engr 09/28/12 15:02:13 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (24.00,0.00) Beam Size (User Selected) = W18X40 Total Beam Length (ft) = 24.00 Mp (kip-ft) = 326.67 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 12.000 14.00 7.00 No No 12.000 0.00 4.00 No No Fy = 50.0 ksi LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.040 0.000 24.000 0.040 0.000 2 0.000 0.050 0.030 24.000 0.050 0.030 SHEAR (Ultimate): Max Vu (1.2DL-I-1.6LL) = 19.07 kips 0.90Vn = 152.24 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 217.6 12.0 0.0 1.00 0.90 294.00 Controlling 1.2DL+1.6LL 217.6 12.0 0.0 1.00 0.90 294.00 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Left 8.08 5.86 19.07 Right 8.08 5.86 19.07 Dead load (in) at 12.00 ft = -0.430 L/D = 669 Live load (in) at 12.00 ft = -0.321 L/D = 897 Net Total load (in) at 12.00 ft = -0.752 L/D = 383 m RAM INTERNATDNAl Gravity Beam Design RAM SBeam v3.0 Licensed to: Grimm and Chen Structural Engr 10/11/12 17:31:31 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (24.00,0.00) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 24.00 Mp (kip-ft) = 277.08 Top flange braced by decking. Fy = 50.0 ksi POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 5.000 6.00 5.00 No No 12.000 0.00 4.00 No No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.035 0.000 24.000 0.035 0.000 2 0.000 0.050 0.030 24.000 0.050 0.030 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 17.03 kips 0.90Vn = 143.37 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 87.2 12.0 0.0 1.00 0.90 249.37 Controlling 1.2DL+1.6LL 87.2 12.0 0.0 1.00 0.90 249.37 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Left 5.77 6.32 17.03 Right 2.27 3.40 8.17 Dead load (in) at 10.92 ft = -0.163 L/D = 1762 Live load (in) at 11.28 ft = -0.249 L/D = 1155 Net Total load (in) at 11.28 ft = -0.413 L/D = 698 E) ^ (C) (§)^ ^ 1^ ©Woodworks COMPANY Nov. 1, 2012 18:35 PROJECT Beami Design Check Calculation Sheet Sizer 2004a LOADS (lbs, psf, or plf) Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Loadl Dead Full Area 22.00 (10.00)* No Load2 Constr Full Area 20.00(10.00)* No Load3 Dead Full UDL 150.0 No Load4 Dead Full Area 20.00 (4.00)* No Loads Constr Full Area 20.00 (4.00)* No Load6 Dead Point 2500 11.00 No •Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): Dead Live Total Bearing: LC number Lenqth 6453 3080 9533 6453 3080 9533 Dead Live Total Bearing: LC number Lenqth 2 2.86 2 2.86 Glulam-Unbal., West Species, 24F-V4 DF, 5-1/8x19-1/2" Self Weight of 23.01 plf automatically included in loads; Lateral support: top= at supports, bottonfi= at supports; Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 125 fb = 2191 0.26 = <L/999 1.08 = L/245 Fv' = 300 Fb' = 2306 0.73 = L/360 1.10 = L/240 fv/Fv' = 0.42 fb/Fb' = 0.95 0.35 0.98 ADDITIONAL DATA: FACTORS: F CD CM Fb'+ 2400 1.25 1.00 FV 240 1.25 1.00 Fcp' 650 - 1.00 E' 1.8 million 1.00 Ct 1.00 1.00 1.00 1.00 CL 0.769 CV 1.000 Cfu 1.00 Cr 1.00 Cfrt 1.00 1.00 1.00 1.00 Notes 1.00 1.00 1 Cn 00 LC# 2 2 Bending(+): LC# 2 = D+C, M = 59307 Ibs-ft Shear : LC# 2 = D+C, V = 9533, V design = 8309 lbs Deflection: LC# 2 = D+C EI= 5700e06 lb-in2 Total Deflection = 1.35(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow V!=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AlTC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAIVI: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tenslon), Fcp(comp'n). ©Woodworks COMPANY Nov. 1,2012 18:53 PROJECT Beami Design Check Calculation Sheet Sizer 2004a LOADS (lbs, psf. or plf) Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Loadl Dead Full Area 22.00 (5.00)* No Load2 Constr Full Area 20.00 (5.00)* No Load3 Dead Full UDL 150.0 No Load4 Dead Full Area 20.00 (4.00)* No Load5 Constr Full Area 20.00 (4.00)* No Load6 Dead Point 2500 6.00 No •^Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 12' Dead Live Total Bearing: LC number Length 3375 1080 4455 3375 1080 4455 Dead Live Total Bearing: LC number Length 2 1.34 2 1.34 Glulam-Unbal., West Species, 24F-V4 DF, 5-1/8x12" Self Weight of 14.16 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2001 Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 74 fb = 1354 0.06 = <L/999 0.43 = L/338 Fv' = 216 Fb' = 2121 0.40 = L/360 0.60 = L/240 fv/Fv' = 0.34 fb/Fb' = 0.64 0.16 0.71 ADDITIONAL DATA: FACTORS: F CD CM Ct Fb'+ 2400 0.90 1.00 1.00 Fv' 240 0.90 1.00 1.00 Fcp' 650 - 1.00 1.00 E' 1.8 million 1.00 1.00 CL 0.982 CV 1.000 Cfu 1.00 Cr 1.00 Cfrt 1.00 1.00 1.00 1.00 Notes Cn 1.00 1.00 1.00 LC# 1 1 Bending(+): LC# 1 = D only, M = 13875 Ibs-ft Shear : LC# 1 = D only, V = 3375, V design = 3021 lbs Deflection: LC# 2 = D+C EI= 1328e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AlTC 117-2001 and manufactured in accordance with ANSI/AITC A190.1 -1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). ©Woodworks' sonwAnc mx wooo OCSICN COMPANY Nov. 1,2012 18:57 PROJECT Beami Design Check Calculation Sheet Sizer 2004a LOADS (lbs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat- tern Load4 Dead Full Area 20.00 (6.00)* No Load5 Constr Full Area 20.00 (6.00)* No Load6 Dead Point 2500 14.00 No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): ; 0' 28' Dead Live Total Bearing: LC number Length 3227 1680 4907 3227 1680 4907 Dead Live Total Bearing: LC number Length 2 1.47 2 1.47 Glulam-Unbal., West Species, 24F-V4 DF, 5-1/8x18" Self Weight of 21.24 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC-IBC; Analysis vs. Aliowable Stress (psi and Deflection (in) using NDS 2001: Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 73 fb = 1869 0.37 = L/907 1.33 = L/251 Fv' = 300 Fb' = 2072 0.93 = L/360 1.40 = L/240 fv/Fv' = 0.24 fb/Fb' = 0.90 0.40 0.95 ADDITIONAL DATA: FACTORS: F Fb'+ 2400 Fv' 240 Fcp' 650 CD CM 1.25 1.00 1.25 1.00 1.00 1.8 million 1.00 Ct 1.00 1.00 1.00 1.00 CL 0.691 CV 1.000 Cfu 1.00 Cr 1.00 Cfrt 1.00 1.00 1.00 1.00 Notes 1.00 1.00 1 Cn 00 LC# 2 2 Bending(+): LC# 2 = D+C, M = 43101 Ibs-ft Shear : LC# 2 = D+C, V = 4907, V design - 4515 lbs Deflection: LC# 2 = D+C EI= 4483e06 lb-in2 Total Deflection = 1.10(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AlTC 117-2001 and manufactured in accordance with ANSI/AITC Al 90.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp{comp'n). SI 9 GRIMM & CHEN Date: Job No. Engineer: PogeNo: of 7 | CP<SX<^ 1»tM ^^^^ -fe^ 17500 Redhill Avenue, Suite 240, Irvine, CA 92614 1 P 949-250-3150 I F 949-203-0450 I www.9cstructural.com GRIMM & CHEN Date: Job No. Engineer: Page No: of V. 7. 7 41 17500 Redhill Avenue, Suite 240, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 1 www.gcstructural.com GRIMM & CHEN STRUCTURAL ENGINEERiNG. iNC. 17500 RedhS Avenue. SulSe 240 If^^ne.CA 92614 Job# Date Initials Sheet # SEISMIC BASE SHEAR (ASCE/SEI 7-05) Project: Legoland - The Big Shop Direction: Longitudinal (East-West) ASCE Reference Remarics Site Class D Section 11.4.2&20.3 per Soiis Report, othenvise use D Occupancy Category II Table 1-1 Roman Numeral -1, II, III, IV Mapped MCE Spectral Acc - Short Ss 1.258 Section 11.4.1 Mapped MCE Spectral Acc -1 sec s, 0.475 Section 11.4.1 Site Coefficient - Short F, 1.000 Table 11.4-1 Site Coefficient -1 sec Fv 1.525 Table 11.4-2 Adjusted MCE Spectral Acc - Short SMS 1.258 Equation 11.4-1 SMS - Fa Ss Adjusted MCE Spectral Acc -1 sec SMI 0.724 Equation 11.4-2 SMS - Fy Si Design Spectral Acceleration - Short SDS 0.839 Equation 11.4-3 SDS - 2/3 SMS Design Spectral Acceleration -1 sec SDI 0.483 Equation 11.4-4 SDI " 2/3 S^i Importance Factor 1 1.00 Table 11.5-1 Seismic Design Category D Section 11.6 Response Factor R 4.5 Table 12.2-1 Steel IMF Roof Height (ft) hn 15 Period Parameter 1 c, 0.028 Table 12.8-2 Period Parameter 2 x 0.80 Table 12.8-2 Approximate Fundamental Period (sec) Ta 0.244 Equation 12.8-7 Ta = C,h„'' Long-Period Transition Period (sec) TL 12.0 Figure 22-15 Coefficient for Upper Limit Cu 1.4 Table 12.8-1 Actual Building Period (sec) "^actual 0.00 enter "0" if not computed Upper Limit on Fundamental Period CuT, NA Section 12.8.2 Period (sec) T 0.244 Section 12.8.1 'S.MAX • SDS (R/l) SDI T(R/I) 0.186 (Eq. 12.8-2) 0.439 (Eq. 12.8-3) app//es \Nhere T<Tt .'S.MAX. • SDI TL r\Ri\) NA (Eq. 12.8-4) applies where T>T,_ Cs.MiN= MAX(0.044SDSI,0.01) = 0.010 (Eq. 12.8-5) 'S.MIN • 0.5 Si (R/l) NA (Eq. 12.8-6) app//es where Si > 0.6 c« = 0.186 Page 1 of 1 GRIMM & CHEN STRUCTURAL ENGINEERING, INC . t7900 SKYPARK CIRCLE, SUITE 100 IRVINE. CA92ei4 Job# Date Initials Sheet # 51 SEISMIC BASE SHEAR (ASCE/SEI 7-05) Project: Legoland - The Big Shop Direction: Transervse (Wood Shearwall) ASCE Reference Remarks Site Class D Section 11.4.2&20.3 per Soils Report, othenvise use D Occupancy Category II Table 1-1 Roman Numeral -1, II, III, IV Mapped MCE Spectral Acc - Short Ss 1.258 Section 11.4.1 Mapped MCE Spectral Acc -1 sec Si 0.475 Section 11.4.1 Site Coefficient - Short F, 1.000 Table 11.4-1 Site Coefficient -1 sec Fv 1.525 Table 11.4-2 Adjusted MCE Spectral Acc - Short SMS 1.258 Equation 11.4-1 SMS ~ F, Ss Adjusted MCE Spectral Acc -1 sec SMI 0.724 Equation 11.4-2 SMS - Fy Si Design Spectral Acceleration - Short SDS 0.839 Equation 11.4-3 SDS - 2/3 SMS Design Spectral Acceleration -1 sec SDI 0.483 Equation 11.4-4 SDI = 2/3 SMI Importance Factor 1 1.00 Table 11.5-1 Seismic Design Category D Section 11.6 Response Factor R 6.5 Table 12.2-1 Wood Bearing Sheanwall Roof Height (tt) h„ 15 Period Parameter 1 c, 0.020 Table 12.8-2 Period Parameter 2 X 0.75 Table 12.8-2 Approximate Fundamental Period (sec) Ta 0.152 Equation 12.8-7 T. = C,h/ Long-Period Transition Period (sec) TL 12.0 Figure 22-15 Coefficient for Upper Limit c„ 1.4 Table 12.8-1 Actual Building Period (sec) Tactual 0.00 enter "0" if not computed Upper Limit on Fundamental Period CuTa NA Section 12.8.2 Period (sec) T 0.152 Section 12.8.1 Cs = -'S.MAX • SDS (R/l) SDI T(R/I) SDI TL 0.129 (Eq. 12.8-2) 0.487 (Eq. 12.8-3) applies where T < TL NA (Eq. 12.8-4) applies where T>Ti_ Cs.MiN = MAX(0.044 SDS 1, 0.01) = 0.010 (Eq. 12.8-5) 0.5 Si (R/l) NA (Eq. 12.8-6) applies where S, > 0.6 c« = 0.129 Page 1 of 1 GRIMM 8. CHEN STRUCTURAL ENGINEERINO, INC. 17S00 SKYPARK CIRCLE, SUITE 100 IRVINE, CA92614 Job# Date Initials Sheet # 7)^ SEISMIC BASE SHEAR Project: Legoland - The Big Shop AFLR = DLsEISMIC '• W = 8800 41 360 sf psf kips Longitudinal Direction (Narrow Face) Cs= 0.186 VUE = 67 kips VE = 48 kips (Ultimate) (Sen/ice) Transverse Direction (Broad Face) Cs= 0.129 VUE = 46 kips VE = 33 kips (Ultimate) (Sen/ice) WIND BASE SHEAR Project: Jax Plaza Wind Speed: Exposure: 85 mph C Lonaitudinal Direction (Narrow Face) Transverse Direction (Broad Face) P (psf)= 20 P (psf)= 20 L = 84 ft L = 130 ft HROOF -15 ft HRCX3F = 15 ft HpAR = 2 ft HpAR -2 ft AMISC ~ 0 sf AMISC -0 sf ATOT = 798 sf ATOT = 1235 sf Vw = 16 kips (Service) Vw = 25 kips (Service) Longitudinal Direction —> Transverse Direction —> Seismic Govems Seismic Govems Page 1 of 1 Legoland - The Big Shop 1 Legoland Drive Carlsbad, CA 92008 1 Legoland Drive 7^ Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1262 Longitude = -117.31119999999999 Spectral Response Accelerations Ss and SI Ss and Si = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.258 (Ss, Site Class B) 1.0 0.475 (SI, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1262 Longitude = -117.31119999999999 Spectral Response Accelerations SMs and SM1 SMs = Fa X Ss and SM1 = Fvx S1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.258 (SMs, Site Class D) 1.0 0.725 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1262 Longitude = -117.31119999999999 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 X SMs and SDI = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 0.839 (SDs, Site Class D) 1.0 0.483 (SDI, Site Class D) ® @ ® © ® fQ ® fi£tnM3iK:>(S^ GRIMMS. CHEN STRUCTURAL ENGINEERING. INC. 17900 SKYPARK CIRCLE, SUITE 100 IRVINE, CA32614 Job# Date Initials Sheet* SHEARWALL DESIGN Project: Direction: Legoland - The Big Shop Transverse (N/S) Wall ID GridK Gr dA BIS 1 W/N EIS W/N EIS W/N EIS W/N EIS 1 W/N BS 1 W/N E/S 1 W/N p SDS VUE Vw kips kips 1.00 0.840 33.0 18.0 1.00 0.840 23.0 13.0 LTOTAL LWALL HQPNG HR ft ft ft ft 32.0 32.0 16.0 16 45.0 13.0 16.0 16 SWRED VREQ VREQ SWType Ibs plf 1. 23 7 S\i 00 too 22 N5 1.00 4651 358 SW3 PD.POST PL,POST PW PE kips kips kips 1.0 1.0 9 12.0 8.0 8.0 2 12.8 1.0 1.0 4 6.2 3.0 3.0 9 6.5 2.5 2.4 7.9 7.5 2.5 2.4 7.9 7.5 2.5 2.4 7.9 7.5 2.5 2.4 7.9 7.5 2.5 2.4 7.9 7.5 Post # Sizel Size 2 1 4x6(s) 6X8(VI0 1 6x10(w) 6X8PSL 1 4x6(S} 1 4x6(s) 6X6 1 1 • 'I • •••1 BTRIB HpAR PD.WALL PL.WAa PDADDL PLADDL ft ft Ibs Ibs Ibs Ibs 4 2 11072 2560 0 0 8 2 5486 2080 0 0 4 1 0 0 4 1 0 0 i ( ( t 1 3 3 i ( ( ^ ) ) i ( ( 1 ) ) TfjET Hold Down Ibs # Type 8055 1 4678 HDU11 1 HDU5 3988 1 3024 ,, rl • 1, HDU4 i HDU2 1 1 1 1 1 1 1 1 1 1 1 1 PD PL MuE Mw kips kips ft-kips ft-kips 20.1 11.6 528 288 9.5 6.1 106 60 VuE = Total Ultimate Seismic Shear Demand along Grid Vw = Total Allowable Wind Shear Demand along Grid LTOTAL = Total Shear Wall Length along Grid LwALL = Individual Shear Wall/Pier Length HoPNG = Height of Adjacent Opening (HR where no Opening occurs) HR = Roof Height SWRED = 2 LwALL / HoPNG (CBC Table 2305.3.4) VREQ = MAX (P 0.7 Vug / SWRED : Vw) VREO = VREQ / LwAa PO.POST = Dead Load on Sheanwall Post from Header PL.POST = Live Load on Sheanwall Post from Header PW = VWXHR/(LWALL-10") PE = p 0.7 VUE X HR / (LWALL-1 0") + 0.14 SDS x PD.POST BTRIB = Wall Tributary Bearing Width HpAR = Parapet Height above Roof PD.WALL = 1 Spsf x LWALL X (HR + HPAR) + 19psf x BTRIB X LWALL PL,WALL = 20pSf X BjRiB X LwALL PDADDL = Additional Dead Load on Wall PLADDL = Additional Live Load on Wall Sheanvall Type VALL (plf) SW2 350 SW3 490 SW4 600 SW5 870 SW3B 980 SW4B 1200 SW5B 1740 Post Hold-Down Size PAU.(1) PALL(2) Type TALL (lbs) Size kips kips HDU2 3075 4X6(S) 7.0 7.2 HDU4 4565 6x6 10.4 11.0 HDU5 5645 6X8(W) 14.3 14.9 HDU8 7870 6x1 0(W) 17.2 18.2 HDU11 9535 6X8PSL 22.7 227 HDU14 14390 VAU > VREQ HposT= 16.0 ft TALL* TNI Size 1 - Pfta > PD,POST PLPOST Size 2 - 1.33 pAa > MAX(PE:PW) + PD.POST TNET = MAX(PE : Pw) - 0.6 (PD,WALL/2+PDADDL/2+PD.POST) ....("0" = Wo Net Tension) PD - 2 PO,POST + PD.WALL * PDADDL PL = ^ PL,POST * PL.WAa * PLADDL MuE = VUE X HR Mw = VwX HR Sheanvall Design Page 1 of 1 GRIMM & CHEN STRUCTURAL ENGINEERING, INC. 17900 SKYPARK CIRCLE, SUITE 100 IRVINE, CA92614 Job# Date Initials Sheet # WOOD DIAPHRAGM DESIGN (TRANSVERSE DIRECTION) Project: Legoland - The Big Shop kips W = 1 = SDS 360 1.00 0.840 Seismic Diaohraom Force Limits Fp.MiN = 0.2 SDSIW = 60 kips Fp,MAX=0.4 SDSIW = 121 kips Seismic Base Shear VuE = 46 kips Seismic Diaohraom Desian Force FuLTIMATE -60 kips FsERVICE ~ 43 kips Diaohraom Desian Load FsERVICE ~ 43 kips Vw = 25 kips Lx = 130 feet CO = 332 plf <~ Governs X-Direction (Longitudinal) Y-Direction (Transverse) <— Seismic Governs Location Diaphragm Shear Chord Grid / ID Xx V dv V Remart^s M T/C Remartcs Grid / ID ft kips ft plf Remart^s ft-kips ft Ibs Remartcs Left 0 21.6 80 270 1/2" w/4:6:12 (4385lf) 0 80 0 Midspan 65 0.0 80 0 702 80 8775 Right 130 21.6 70 309 0 70 0 (B = max(FsERvicE • Vv\()' Lx V = co(Lx/2-Xx) V = V / dv M = (a)Xx/2)(L-Xx) T/C = M/dM dv = Diaphragm Shear Length Allovi/abte Shear (2010 CBC Tabte 2306.3.1) * (B = max(FsERvicE • Vv\()' Lx V = co(Lx/2-Xx) V = V / dv M = (a)Xx/2)(L-Xx) T/C = M/dM dv = Diaphragm Shear Length Nailing Plywood 3" Min. Nominal Width 2" Min. Nominal Width (B = max(FsERvicE • Vv\()' Lx V = co(Lx/2-Xx) V = V / dv M = (a)Xx/2)(L-Xx) T/C = M/dM dv = Diaphragm Shear Length Nailing Plywood 4:6:12 2.5:4:12 | 2:3:12 4:6:12 2.5:4:12 2:3:12 (B = max(FsERvicE • Vv\()' Lx V = co(Lx/2-Xx) V = V / dv M = (a)Xx/2)(L-Xx) T/C = M/dM dv = Diaphragm Shear Length 1/2" STRUC 1 5/8" CDX 1/2" COX 480 480 430 720 720 650 820 820 735 425 425 385 640 640 575 730 730 655 dM = Diaphragm T/C Couple Arm Length lOd Common Nails Wood Diaphragm Design Page 1 of 1 GRIMM & CHEN STRUCTURAL ENGI NEE RING, IIVIC . 17900 SKYPARK CIRCLE, SUITE 100 IRVINE, CA92ei4 Job# Date Initials Sheet* VUE = Total Ultimate Seismic Shear Demand along Grid Vw = Total Allowable Wind Shear Demand along Grid LTOTAL = Total Shear Wall Length along Grid LwAu = Individual Shear VJaWPier Length HopNG = Height of Adjacent Opening (HR where no Opening occurs) HR = Roof Height SWRED = 2 LWALL ' HQPNG (CBC Table 2305.3.4) VREQ = MAX (P 0.7 VUE / SWRED : Vw) VREQ = VREQ / LWALL PD.POST = Dead Load on Sheara/all Post from Header PL,POST = Live Load on Sheanwall Post from Header Pw = VWXHR/(LWALL-1 0") PE = P 0.7 VUE X HR / (LWAU-10") + 0.14 SDS X PD.POST BTRIB = Wall Tributary Bearing Width HpAR = Parapet Height above Roof PD.WALL = 15psf x LWAU X (HR+ HRAR) + 19psf x BTR,B X LWALL PL.WALL = 20psf X BTRIB X LWALL PDADDL = Additional Dead Load on Wall PLADDL = Additional Live Load on Wall Sheanwall Type VALL (plf) SWC 350 SW3 490 SW4 600 SW5 870 SWSB 980 SW4B 1200 SW5B 1740 Post Hold-Down Size PAU.(1) PAa (2) Type TAU (lbs) Size kips kips HDU2 3075 4X6(S) 7.0 7.2 HDU4 4565 6x6 10.4 11.0 HDU5 5645 6x8(w) 14.3 14.9 HDU8 7870 6X10(w) 17.2 18.2 HDU11 9535 6x8PSL 22.7 22.7 HDU14 14390 VALL > VREQ "POST - 16.0 ft Size 1 - PALJ. > PD,POST + PL.POST Size 2 - 1.33 PALL > MAX(PE:PW) + PD.F TALL * Tui TNET = MAX(PE : Pw) - 0.6 (PD,wAa/2+PDADDL/2+PD,PosT) • •("0" = No Net Tension) PD = £ Po,PosT + PD.WALL + Po '•^LADDL f^D.WALL '"DADDL PL = 2; PL.POST P^WAU "•• Pi MuE = VUE X HR Mw = VwX HR Sheanvall Design Page 1 of 1 1( 11 GRIMM & CHEN Date: Job No. Engineer: PogeHo: of jjj"^ HcMg^ f^fit^ t^l^tnU ~ 4 Pi/ 17500 Redhill Avenue, Suite 240, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 I v^ww.gcstructurol.com 1 GRIMM & CHEN Date: Job No. Engineer: PogeNo: of ^ 0^ 1M -t-T- V—-•—— ; : , 7 : ' ' : . ~! ; i \ ] T-T" ! ! ! 1 -j i 1 -r 1- i 1 1 : i ' 1 ;"~f"" ' _U L_ • • • —r • : ~; T i" ! i ~i 1 i :! • '!—'—'—!—r~1 ' i ' 1 i :. -4—i~, ^ ;•:'! 1 i i '•;'•:':•:!;.':: 1 1 i 1 ! i i I • 1 1 1 1 , : ! : ' i ' . • ' i ! I ! i i j 1 1 i ! i , 1 • • : ••• i -r i r ! t • ' i^ ' —1" " —y--;--- - V——---_-u.-.----.;..--,—^...j._.^„^^___._-:,_^^,.;_ i 4-4—f-4--4"H~f-r 'r-\— —y--;--- 1-^-.--.--:--!^-:—^—|- i \ i ! —-j-I 1 —j—\- ! i MM:;: 4 :.~- ;—j--- 17500 Redhill Avenue, Suite 240, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 I www.gc5tructural.com GRIMM & CHEN STRUCTURAL ENGINEERING, INC . 17900 SKYPARKCIRCLE, SUITE 100 IRVINE, CA92614 Job# Date Initials Sheet # INTERMEDIATE MOMENT FRAME: Beam-to-Column Connection Reduced Beam Section (RBS) per AISC 341-10 & AISC 358-10 Project: Frame ID; Beam ID: Legoland A/S4.2 Beam End Column Condition @ Roof BEAM AND COLUMN DATA: COLUMN SIZE -W10x88 dc= 10.84 In 10.27 in kc = 1.63 In Fyc~ 50 ksl two" 0.61 in tfc = 0.99 in BEAM SIZE -W18XS0 db = 17.99 in b«,= 7.50 in z* = 101 in Fyb = 50 ksi 0.36 in *«,= 0.57 in 89 in Fub = 65 ksi kb= 1.25 in Ab = 14.70 in^ 1.65 in SPAN INFORMATION: BEAIM SPAN INFORMATION Lci = 24.0 ft (centerline to centerline of columns) Lclr = 23.1 ft (face of column to face of column) Lh = 21.2 ft (centerline to centerline of RBS cuts) COLUMN SPAN INFORMATION Enter "E" for End Column 81 "I" for Interior Column = Hbot = 15.00 ft Htop - H = (H,„p + Hb<rt)/2 = 0.00 ft 7.50 ft (centerline beam to centerline of beam below ) (centerline of beam to centerline of beam above - "O'fora roof condition) BEAM UNBRACED LENGTH (AISC 341-10 Section D1.2a + E2.4a & AISC 358-10 Section 5.3.1-7) L|,= 0.17Er),b/Fyb = LrtK.bre=Lcir-2x(a + b + 6") = BEAM SPAN-TO-DEPTH RATIO Ldr/dt= 15.4 > BEAM SECTION OBJECTIVE: 13.57 ft —> 18.93 ft —> brace between column centeriine brace betvraen RBS hinge bracing (AISC 358-10 Section 5.3.1-5b) 5 Okay (applies a concrete floor only) BEAM WEB STABIUTY h/twb=(db-2kb)/t«o = (AISC 341-10 Section E2.5a + Table 01.1) 43.6 XM = 3.76(BF,h)^' 90.6 Okav bft,eif = bft, + 2 X (R - c) - (R' - (2 bn,/ 3)^)^'^ = BEAM FLANGE STABILITY bib,eif=bft, + 2x(F b,eff/2tft= 5.09 REDUCED BEAM SECTION DESIGN: (AISC 341-10 Section E2.5a + Table 01.1 & AISC 358-10 Section 5.3.1-6) 5.80 in XM = 0.38 (E/F,b)"2= 9.15 Okav (AISC 358-10 Section 5.8) Ryb- Fye - Ryb X Fyb ~ I. 1 (AISC 341-10 Table A3.1) 55 ksi II. 0 kips (gravity sttear on frame beam) REDUCED BEAM SECTION DATA a = (0.5to0.75)xbfc = 3.75 in to 5.62 In a = 4.00 in *Use Typical RBS b= (0.65 to 0.85) xdb = 11.69 in to 15.29 in b = 15.00 in Beam Cuts to c= (0.1 to0.25)xbft = 1.03 in to 1.87 in c = 1.50 in SMF: RBS Beam-to-Column Connection Page 1 of 3 GRIMM 8v CHEN STRUCTURAL ENGINEERING, INC. 17900 SKYPARKCIRCLE, SUITE 100 IRVINE, CA92S14 Sh = a + b/2 = R=(4c^ + b^)/8c = ZRas=Zx-2ctfc(db-tft) = REDUCED BEAM SECTION DESIGN CHECK Cp, = (F,b+Fub)/(2F,b)sl.2 = Mpr = Cpr X ZRBS X Fye = VRBs = 2xMp,/Lb+V^ = M,= Mpr + VRBsxSb = Mpb * = Mp, + VRBS X (Sh + do/2) = Mpe = ZxXFye = M,/M„ = ADDITIONAL DRIFT DUE TO RBS 1+0.1 (c/c™J = BEAM CODE STRENGTH CHECK: 11.50 19.50 71 1.15 375 46 420 441 463 0.91 in in ft-kips kips ft-kips ft-kips ft-kips (AISC 358-70 Section 5.8) 1.08 A Job# Date Initials Sheet # (AISC 358-10 Eq. 2.4.3-2) "Mft, used for Moment Frame Column Design 1(1^ = 1.0 Okay SDS = P = 0.84 1.00 MOMENT AT RBS CENTERLINE Md = M| = Muet, = MuebX(Lh/Lc(r) = • Mn.RBS = 0-9 ZRBS X Fyb = Mii,RBS= 1-2 Ma + 1.6 M| = Mu,RBS =(1.2 + 0.2 SDS) MJ + 0.5 M, + p Muei, = MOMENT AT COLUMN FACE Ma = M| = MuBh = (|)M„.,= 0.9Z«bXFyb = M„.cF=1.2 Ma + 1.6M| = Mu.CF = (1.2 + 0.2 SDS) Mj + 0.5 M, + p ^ueh = SHEAR CHECK • V„ = 0.9 Idb - 2 (tft +2")] X t^ X (0.6 F,b) = VU = VRBS = CONTINUITY PLATE CHECK: 28 21 112 267 67 161 28 21 122 379 67 171 123 46 ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips ft-kips kips kips (sen/ice gravity DL moment) (service gravity LL moment) (code ultimate seismic moment due to V) < ^ M„,RBs Okay (service gravity DL moment) (sen/ice gravity LL moment) (code ultimate seismic moment due to V) < 4i M„,f Okav < •V„ Oim FRAME BEAM FLANGE FORCE LEFT SIDE BEAM - RIGHT SIDE BEAM - 2 P(b = Pfb.l P|b,r = M,,|=M(= 420 P(b,i = M,,|/(db-tffi)= 289 Mf.r= 0 Pfb,r=M,.,/(db-tft)= 0 ft-kips kips ft-kips for End Column —> M r^=0 kips Interior Column —> M= My COLUMN FLANGE STIFFENER CHECK Ryo= 1.1 tfcreq = 0.4 X [1.8 X bft X tfc X (Ryb Fyb) / (Ryc FyJ]^° = tfc,roq = bfb / 6 = 289 kips (AISC 341 Section £2.6f+E3.6f.1-2 & AISC 358-10 Secfion 2.4.4) 1.11 in. Stiffeners Required 1.25 in. Stiffeners Reauired SMF: RBS Beam-to-Column Connection Page 2 of 3 GRIMMS. CHEN STRUCTURAL ENGINEERING, INC . 17S00 SKYPARKCIRCLE, SUITE 100 IRVINE, CA32614 COLUMN WEB STIFFENER CHECK (AISC 360-5 Sections J10.2,3&5 + Eq. J10-2&3,4&5a,8) q= 0.5 ("1 "for Floor Condition & "0.5" for Roof Condition) (tiR„=1.0x(5kxq + tfc)xFyoX t„o = • R„ = 0.75 X 0.8 X q X twc^ X [1 + 3 X (tfc/do) X (t„c/ tfc)'"] X (E X Fyo X tfc/t«o)^'^ = * Rn = 0.90 X 24 X t„o' X ( E X Fyo)^'^ / (do - 2 x kj) = Job# Date Initials Sheet # 140 182 759 kips kips kips Stiffeners Required Stiffeners Required itiffeners Reouire If Continuity Plates are Required the Minimum Plate Thickness is: 0.36 in. COLUMN PANEL ZONE CHECK: (AISC 341-10 Section E26e S AISC 358-10 Section 2.5 + 5.4-1 & AISC 360-5 Section J10.6) PANEL ZONE SHEAR SPft = ZM^p /db= S MuCF = MuCF.l + MucF,r = Vp,= SPft,-(IMpb/H) = 114 171 114 kips ft-kips kips PANEL ZONE THICKNESS (AISC 341-10 Section E3.6-2 + Eq. E3-7) tS(d, + wJ/90 = [(db-2tfc) + (do-2t,c)]/90 = 0.29 in. two = tdp= N<,p = tpz = two+N<|pXt<ip 0.61 in. 0.000 in. 0 0.61 in. Okav PANEL ZONE STRENGTH (AISC 360-5 Eq.J10-11) t^ = Vpj / (0.6 Fyo X do) - (3 bfc X tfc^') / (do X db) = (|)vR„ = 1.0 X 0.6 FyoXdoX tp„,[1 + (3 bfcX tfo^) / (doxdbx tpj] = 0.20 in. No Doubter Plate Required 247 kips > Vpj Okav SMF: RBS Beam-to-Column Connection 3 of 3 GRIMM & CHEN STRUCTURAL ENGINEERING. INC . 17800 SWPARK CIRCLE, SUITE 100 IRVINE, CA92ei4 INTERMEDIATE MOMENT FRAME: Column Design Job* Date Initials Sheet # Project: Frame ID: Column ID: Legoland A/S4.2 Column End Column Condition @ Roof BEAM AND COLUMN DATA: COLUMN SIZE -WIOxSS 10.27 in Ac = 25.9 in^ rxc = 4.5 in Fyc = 50 ksi t|c = 0.99 in Zxc = 113 in' ryc = 2.6 in Hbot ~ 15.0 ft dc = 10.84 in Sxc = 99 in' X,= 5675 ksi Htop = 0.0 ft 0.61 in 1x0 = 534 in* X2*10' = 132 (1/ksi)^ LEFT BEAM SIZE -W18x50 db = 17.99 in Lci = 24.0 ft lxb = 800 in^ Mpb* = 441 ft-kips RIGHT BEAM SIZE -db = 0.00 in Loi = 27.0 ft lxb = 0 in* Mpb* = 0 ft-kips * Mpt is probable beam moment extrapolated to column centerline fmm RBS spreadsheet COLUMN LOADS: SDS = P = 0.84 1.00 P<i = P| = Pueh ~ 30 19 11 kips kips kips Md = Mi = 28 kips 21 kips 132 kips COLUMN AXIAL CAPACITY: (LRFD 3rd Edition E3) Pu = Pyc ~ Fyo X Ao - 62 1295 kips < 0.3 Py kips Ky- = 1.50 1.00 —> Kx Hbot / rxc ~ > Ky Hbot / Tyc = F. = n'E/(KHbo,/r,o)'' F, a 0.44 Fyo: F.<0.44 Fyo: Fc, = (0.658''''=^')xFyo = F„ = 0.877 F.= 59.5 68.5 <— Governs 61.1 35.5 ksi NA ksi * Kx - sidesway uninhibited (LRFD 3rd Edition 16.1-192) "'Ky - pinned top and bottom and sidesway inhibited G= 1.07 (|>oPn = 0.9Fo,xAo= 827 kip COLUMN BENDING CAPACITY: Mp = FyoXZxc= 471 kip-ft M, = (Fyo -10) X 3,0 = 328 kip-ft but cannot exceed 1.5 Fyo x Sxe = 616 kip-ft FLANGE LOCAL BUCKLING i. = bfc/2tfc = J4„ = 0.3x(E/F,o)'" = WEB LOCAL BUCKLING X. = ho/t»o-(do-2ko)/U = C,= Pu/(l|)=0.9XPyo) = (AISC 341-10 Section £3.5a + TaWe 01.1) 5.2 <—COMPACT 7.2 (AISC 341-10 Section E3.5a * Table 01.1) XM = C,i0.125; 2.45 x (E/ Fyj'" x (1 - 0.93 C.) = C, > 0.125: 0.77 X (E / F„)^° x (2.93 - C.) a 1.49 x (E / Fyo)'° = (LRFD 3rd Edition F1) ^ = 1.76ryo(E/F„)"^ = U = (rye Xi / FO X [1+(1+XjX FL')"=r = Mp LTB ,.d = (Mp - 0.7 Fyo Sxo) X (U - Lp) / (U - Lp) = SMF: Column Design 12.5 <—COMPACT 0.053 56.1 LATERAL TORSIONAL BUCKLING Lb = Hbot -15.0 ft 9.3 ft 45.0 ft 29 ft-kips Page 1 of 2 GRIMM & CHEN STRUCTURAL ENGINEERING, INC. 17900 SICfPARK CIRCLE, SUITE 100 IRVINE, CA92614 Job# Date Initials Sheet* COLUMN BENDING CAPACITY Cb= 1.00 (t)b Mn = 0.9 Cb X (Mp - Mp LTB red) * 0.9 Mp COMBINED STRESS CHECK: 397 ft-kips (LRFD 3rd EDITION, CHAPTER H) AXIAL STRENGTH CHECK Pu ood. = (1.2+ 0.2 SDS) P* + 0.5 P„ + p P„.h = *oPn = Pu/l|>oPn = BENDING STRENGTH CHECK Vpo = 2 2Mpb/(Hb„t + Htop) = Mc but) = Vpo X (Htop - db) / 2 = MobKb) = VpoX(Hb«-db)/2 = Muood. = (1.2 + 0.2 SDS) MJ* 0.5 M|+ p M^eh = Mu = *bM„ = M„/<t>bMn = COMBINED STRENGTH CHECK P„/(t.oP„>0.2; P„/<|.oPn + (8/9)xM„/(|ibM„ = P„/(|)oP„S0.2: P„/2(|>oPn + M„/+bM„ = 62 kips (axial load at code base shear) 827 kips 0.074 < 0.2 59 kips 0 ft-kips NA ft-kips <— Not Applicable at Roof Condition where fa < 0.3 Fy 181 ft-kips 181 ft-kips 397 ft-kips 0.455 NA 0.49 : 1.0 Okav AXIAL STRENGTH CHECK: no= 3.0 (AISC 341-10 Section D1.4a) (ASCE 7-10 Table 12.2-1 Item Cl) COMPRESSION CHECK Cu = (1.2 + 0.2 SDS) Pd + 0.5 P| + fJo P^t, = •oPn = Cu/lt.oPn = TENSION CHECK Tu = (0.9-0.2Sos)Pd-noPu* = i|(tT„ = 0.9FyoXAo = Tu/<titTn = 84 kips 827 kips 0.10 <1.0 Okav -11 kips 1166 kips 0.01 <1.0 Okav STRONG COLUMN - WEAK BEAM: (AISC 341-10 Section E3.4a & AISC 358-10 Section S.4-2a) fa=Pu/Ao = IMpc = ZZxoX(F,c-fJ SM„b = 2.38 ksi 448 ft-kips 441 ft-kips SMF: Column Design Page 2ot2 4 GRIMMS. CHEN STRUCTURAL ENGINEERING, INC. 17900 SKYPARK CIRCLE, SUITE 100 IRVINE, CA92614 Job* Date Initials Sheet # INTERMEDIATE MOMENT FRAME: RBS Beam Shear Plate Design Project. Legoland Beam ID: Beam Beam Size: W18x50 SHEAR PLATE DEMANDS: Vf = 46 kips (VRSS ^"0/77 RBS Spreadsfieet) BOLT DESIGN: 1.000 "OA490-SC <t>Fv = N™<, = Vu/(t)Fy = *Vn=NboltsX<t>Fy = SHEAR PLATE DESIGN: 23.9 kips (LRFD 3rd Edition, Table 7-15 where ^ Is 1.0) 1.94 bolts Nboits= 6 (Total number of Bolts) 143 kips > Vf. Okav N|ine= 6 (Bolts in line nearest column face) PLATE DATA •^ypi^ 36 ksi Fupi = 58 ksi tpi = 0.75 in (tiiickness of stiear plate, 3/4" min) Sv = 3.000 in (vertical bolt spacing) 2.000 in (vertical edge distance) Lpi = 19.0 in (height of shear tab) Bpi = 5 in (width of shear tab) dbolt = 3.00 in (distance from column face to bolt group centroid) PLATE SHEAR RUPTURE «!> = 0.75 (0.75 per LRFD) l-net=l-p|-N|in.X(<I)bolt+ 1/8") = <l> V„.rup = <i» X 0.6 Fup, X LnetX tp, = BOLT BEARING it)= 0.75 (0.75per LRFD) <!> Vn,bear = * X 2.4 X Oboit X tp, X Fyp, = PLATE COMBINED SHEAR AND BENDING (jiv= 0.90 (0.9 per LRFD) ^= 0.90 (0.9 per LRFD) (jly Vn = (|)« X 0.6 Fypi X tpl X Lpi = Mu = V,xdbons = <l>bMn = «t'b(tpixLp,^x1/4)Fy = [(V,/((|)vV„))2 + (M,/(t.bMn)2]^'' = BEAM WEB CHECK: 12.25 in 240 kips 78 kips > Vf. Okav > Fv. Okav (LRFD 3rd Edition J4-1) (LRFD 3rd Edition J3-2a) 277 139 2193 0.18 kips in-kips in-kips < 1.0 Okav BEAM DATA Fyb = 50 ksi ft Fub" 65 ksi twb -0.36 in (Thickness of beam web) Beam Shearl Plate Design Page 1 of 2 GRIMM & CHEN STRUCTURAL ENGINEERING, INC. 17900 SKi-PARKCIRCLE, SUITE 100 IRVINE, CA92614 WEB BLOCK SHEAR '1'= 0.75 (0.75 per LRFD) Anv= (N,ine - 1) X [3" - (<Dbo|, + 1/8")] X t^ = A8y=2x{3"-1/2")xU,= <t> Vn.bikshr = <t> X (0.6 Any X F^b + Ag, X Fyb) = WELD DESIGN; 3.33 1.78 164 in in^ kips Job# Date Initials Sheet # 0 • Vf. Okav (LRFD 3rd Edition J4-3b) Fuw = 70 ksi <!>= 0.75 (0.75 per LRFD) (|> Rn = (|> X 0.6 FuwX (1 /16) X 0.707 = SHEAR PLATE TO COLUMN WELD fv = V,/(2xLpJ = fh = (V,xdboi,s)/(2xLp|^x 1/6): tweld = fw / "tl Rn = tmin = 0.75 tp, = 1.39 kips/in per 1/16" (LRFD 3rd Edition Tabte J2.5) 1.22 1.16 1.68 1.21 0.563 kips/in kips/in kips/in 716" Use 10/16 Fillet Weld Each Side (Minimum fillet per FEMA 350 ) Beam Shearl Plate Design Page 2 of 2 1^ W18x50L=24ft ASTM A992 Grade 50 no 15 cn < Rectangle 2X1.5 L=24 ft Concrete (Fc = 3 ksl) IZ 50% FX = -17K FY = 21.25 K V t -0.0826 in -•""i-Cif^ ^^^^ 0.0652 in ft n 122.48 K-fr -132.52 K-ft 1 Honour (FVn^ 9 ^^^^^^^ OK OK GRIMM & CHEN STRUCTURAL ENGINEERING, INC. 17900 SKYPARKCIRCLE, SUITE 100 IRVINE, CA92614 Job* Date Initials Sheet* WOOD DIAPHRAGM DESIGN (LONGITUDINAL DIRECTION) Project: Legoland - The Big Shop w = 1 = SDS = 360 kips 1.00 0.840 Seismic Diaohraom Force Limits Fp,MiN = 0.2 SDSIW = 60 kips Fp,MAx=0.4 SDSIW = 121 kips Seismic Base Shear VuE = 67 kips Seismic Diaohraom Desian Force FuLTIMATE ~ 67 kips FsERVICE = 48 kips Diaohraom Desian Load FsERVICE* 48 kips Vw = 16 kips LY = 80 feet £0 = 598 plf X-Direction (Longitudinal) <~ Governs <— Seismic Govems Y-Direction (Transverse) Diaphraqm Span 1 L = 40 feet Gnd 6-3.5 Location Diaphragm Shear Chord Grid / ID XY V dv v Remarks M du T/C Remarks Grid / ID ft kips ft plf Remarks ft-kips ft Ibs Remarks Left 0 12.0 100 120 0 100 0 Midspan 20 0.0 100 0 120 100 1196 Right 40 12.0 100 120 0 100 0 Diaphragm Span 2 L = 40 feet Grid 3.5 to North Face Location Diaphragm Shear Chond Grid / ID XY V dv v Remarks M T/C Remarks Grid / ID ft kips ft plf Remarks ft-kips ft Ibs Remarks Left 0 12.0 80 150 0 80 0 Midspan 20 0.0 80 0 120 80 1496 Right 40 12.0 80 150 0 80 0 Wood Diaphragm Design Page 1 of 2 4 GRIMM &. CHEN STRUCTURAL ENGINEERING, INC. 17900 SIWPARK CIRCLE, SUITE 100 IRVINE, CA92814 Job* Date Initials Sheet* Diaphraam Span 3 L = 0 feet NA Location Diaphragm Shear Chord Grid / ID XY V dv v Remarks M dw T/C Remarks Grid / ID ft kips ft plf Remarks ft-kips ft Ibs Remarks Left 0 0.0 1 0 0 1 0 MidspanO 0.0 1 0 0 1 0 Right 0 0.0 1 0 0 1 0 Diaphraqm Segment 4 NA L = 0 feet Location Diaphragm Shear Chord Grid / ID XY V dv v Remarks M dM T/C Remarks Grid / ID ft kips ft plf Remarks ft-kips ft Ibs Remarks Left 0 0.0 1 0 0 1 0 MidspanO 0.0 1 0 0 1 0 Right 0 0.0 1 0 0 1 0 © = max(FsERvicE Vw)' Ly Allowable Shear (2007 CBC Table 2306.3.1) * V = ©(LY/2-XY) Nailing 3" Min. Nominal Width 2" Min. Nominal Width v = V / dv Plywood 4:6:12 2.5:4:12 2:3:12 4:6:12 2.5:4:12 2:3:12 M = (o) XY/2) (L - XY) 1/2" STRUC 1 480 720 820 425 640 730 T/C = M/d„ 5/8" CDX 480 720 820 425 640 730 dv = Diaphragm Shear Length 1/2" CDX 430 660 735 385 575 655 dM = Diaphragm T/C Couple Ami Length ' lOd Common Nails Wood Diaphragm Design Page 2 of 2 BUILDING ENERGY ANALYSIS REPORT PROJECT: Big Shop Remodel 1 Legoland Dr. Carlsbad, CA 92008 Project Designer: exp 5670 Oberlin Dr. San Diego, CA 92121 Report Prepared by: exp U.S. Services Inc. RECEIVED SEP 1 8 2013 CITY OF CARLSBAD BUILDING DIVISION Job Number: 2012282 Date: 11/8/2012 The EnergyPro computer program has been used to perfonn the cateulatkins summarized in this compliance report. This program has approval and is authorized by the Califomia Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Effrciency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number: 3111 RunCode: 2012-11-08Tia:59:30 ID: 2012282 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form ENV-1-C Certificate of Compliance 3 Form ENV-3-C Overall Envelope TDV Approach 7 Form ENV-4-C Minimum Skylight Area Worksheet 12 Form ENV-MM Envelope Mandatory Measures 14 Form MECH-1 -C Certificate of Compliance 15 Form MECH-2-C Air & Water System Requirements 20 Form MECH-3-C Mechanical Ventilation 21 Form MECH-4-C HVAC Misc. Prescriptive Requirements 22 Form MECH-MM Mechanical Mandatory Measures 24 EnergyPro 5.1 by EnergySoft Job Number: 10:2012282 User Number 3111 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of4) ENV-1 C Project Name 5/gr S^op Remodel Date 11/8/2012 Project Address 1 Legoland Dr. Carlsbad Climate Zone Total Cond. Floor Area 7,790 Addition Floor Area 2,120 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 i 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 £. IB & < e Sui a UJ *c O Z « s a lw • o oc cc ft* o ™ « H a UJ > .2 ? " .s OC o >< '•u c •s " .£ o. 5 5--1 < €3 O (0 a D. 1 Wall (S) 0.110 R-11 4.3.1-A2 Existing Wall 10 (SW) 0.110 R-11 4.3.1-A2 Existing • Wall (W) 0.110 R-11 4.3.1-A2 Existing Wall (NW) 0.110 R-11 4.3.1-A2 Altered Door 1,150 (NW) 1.450 None 4.5.1-A6 New Wall 200 (NW) 0.110 R-11 4.3.1-A2 New Wall 550 (N) 0.110 R-11 4.3.1-A2 New Wall (NE) 0.110 R-11 4.3.1-A2 New • Door 200 (NE) 1.450 None 4.5.1-A6 New 10 Wall 130 (E) 0.110 R-11 4.3.1-A2 New 1. See Instructions in the Nonresidentieil Compliance Manual, page 3-96. 2. If Fail, then descritje on Page 2 of the Inspection Checklist Form and take etppropriate action to conrect. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type % 5 1 Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass CM I 1 Window 100 (S) 0.590 NFRC 0.450 NFRC Existing • • 2 Window 120 (SW) 0.590 NFRC 0.450 NFRC Existing • • 3 Window 120 (W) 0.590 NFRC 0.450 NFRC Existing • • 4 Window 150 (N) 0.590 NFRC 0.450 NFRC G3 New • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then descrit)e on Page 2 of the Inspection Checklist Fomi and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08T18:59:30 ID:2012282 Page 3 of 24 CERTIFICATE OF COMPUANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) ENV-1 C Project Name Big Shop Remodel Date 11/8/2012 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 APPUCABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOP' REQUIREMENTS: Pass Fail* N/A • Roofing compliance QSi required in Climate Zones 1 andi 6 with a Low-Sloped. 2:12 pitch or less. • Roofing compliance risi required in Climate Zone 1 with a Steep-Sloped with less than 5 Ib/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 assemMy, Column H of ENV-2C. Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thennal emittance or SRI that have a U-factor of 0.048 or lower. Sea Opaque Surface Details roof assemt)ly 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 thennal mass over the roof membrane with a weight of at least 25 Ib/ft" are exempt from the Cool Roof criteria below. |-| High-rise resklential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9,12 and 16 are exempted from the tow-sloped roofing criteria. 1. If Fail then descrit>e 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 < SltVft* i 5lb/ft^ Product Type' Aged Solar Reflectance' Thennal Emmitance SRI= Pass Fail' • • • • • • • • • • a* • • • • • • a* • • • • • • • • • • • • a* • • • • • • • • 1. The CRRC Product 10 Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.orQ/Droducts/search.Dhp 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 Coo\ Roof Rating O^uncil's Rated Product Directory then use the Initi2tl Reflectance value from the same directory and use the equatton (0.2-t-0.7(pinitiai - 0.2) to obtain a cateulated 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 cak:ulated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at httD://www.enerQV.ca.Qov/title24/ 6. If Fcul then describe on this page of the Inspection Checklist Form and take etppropriate action to correct. Verify building pleins 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 perfonnance requirements listed in §118(1)4. Select the £ippliccible coating: • Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies: EnergyPm 5.1 by EnergySoft User Number: 3111 RunCode: 2012-11-08T18:59:30 ID: 2012282 Paae4 of 24 CERTIFICATE OF COMPLIANCE (Part 3 Of 4) ENV-IC AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 Of 4) Project Name Date Big Sflop Remodel 11/8/2012 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 ali 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 IWC 6200 Alum/Low-E 150 • • • • • • EnergyPro 5.1 by EnergySoft User Number: 3111 RunCode: 2012-11-08T18:59:30 ID: 2012282 Page 5 of 24 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) ENV-IC Project Name Big Shop Remodel Date 11/8/2012 Project Address 1 Legoland Dr. Carlsbad Climate Zone CA Climate Zone 07 Total Cond. Floor Area 7,790 Addition Floor Area 2,120 Documentation Autiior's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name Signature Company sMS Architects Date 11/8/2012 Address CEA# CEPE# City/State/Zip Phone The Principal Envelope Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the envelope design. • This Certificate of Compliance identifies the envelope features and performance specifications required for compliance wifh Title-24, Parts 1 and 6 of the Califomia Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance fomis, worksheets, calculations, plans ^nd speciflgQions submitted to the enforcement agency for approval with this building permit application. Name Signature. Company sMS Architects Date Address License # City/State/Zip Phone Envelope Mandatory Measures Indicate location on building plans of Mandatory Envelope Measures Note Block:. INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box If worksheet is Included) For detailed instructions on the use of this and all Energy Efflciency Standards compliance fonns, please refer to the 2008 Nonresidential Manual published by the Califomia Energy Commission. B ENV-1C Certificate of Compliance. Required on plans for all submittals. ENV-2C Use with the Envelope Component compliance approach. Optional on plans. • ENV-3C Use with the Overall Envelope compliance approach. Optional on plans. • ENV-4C ^'^^ Prescriptive compliance for the minimum skylight requirements for large enclosed spaces in climate zones 2 through 15. Optional on plans. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 6 of 24 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 1 of 6 ) ENV-3C Project Name Date Big Shop Remodel 11/8/2012 WINDOW RATIO CALCULATION for ALL WALLS A. Total linear display perimeter B. Total Gross Exterior Wall Area C. Enter Larger of A or B D. Enter Proposed Window Area 2,730 ft X 6 ft ft^ X 0.40 f,092 ft" f.092 f,2 490 ffZ Display Area 40% of Gross Exterior Wall Area Maximum Standard Area Proposed Area If the proposed Window Area is greater than the Maximum Standard Area, then the envelope component method may not be used. See RSHG in Table 143-A, 143- E. Window Wall Ratio = (Row D) Divided by (Row B) 17.95% B, on 43-C WEST WINDOW RATIO CALCULATION F. West Linear Display 0 ft X 6 ft 0 West Display Area G. West Exterior Wall Area f,270 ft^ X 0.40 = 508 te 40% of West Exterior Wall Area H. Enter Larger of F or G 508 Maximum Standard West Area 1. Enter Proposed West Window Area 120 Proposed West Window Area If the proposed West Window Area is greater than the Maximum Standard West Area, then the envelope component method may not be used. See West RSHG in Table 143-A, 143-B, ori 43-C J. Window Wall Ratio = (Row I) Divided by (Row G) 9.45% COMBINED AREA FOR NORTH, EAST AND SOUTH WALLS K. N/E/S Display Perimeter (A Minus E) L. N/E/S Exterior Wall Area (B Minus G) M. Enter Larger of K or L N. Proposed N/E/S Window Area (D Minus I) J,460 ft X 6 ft ft^ X 0.40 0 ft2 584 f(2 584 370 N/E/S of West Exterior Wall Area 40% N/E/S Area Maximum Standard N/E/S Area Proposed N/E/S Area WINDOW ADJUSTMENT O. If D > C and/or if I > H, proceed to the calculation steps 1 for all walls or 2 for west wall. If not, go to the skylight area test on page 6. 1. If D > C: Use the calculated Window Adjustment Factor (WAF) for all walls. PROPOSED WINDOW MAX. STANDARD AREA AREA (from C) (from D) WINDOW ADJUSTMENT FACTOR Go to Page 6 to calculate Adjusted Area 2. If I > H: Calculate one Window Adjustment Factor (WAF) for the West wall. MAX. STANDARD WEST PROPOSED WEST AREA AREA (from H) (from I) WEST WINDOW ADJUSTMENT FACTOR MAX. STANDARD AREA (from C) PROPOSED AREA (from D) WEST WINDOW ADJUSTMENT FACTOR Go to Page 6 to calculate Adjusted Area EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 7 of 24 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 2 of 6) ENV-3C Project Name Big Shop Remodel Date 11/8/2012 SKYLIGHT RATIO CALCULATION §143(b) Actual Gross Roof Area Maximum Allowed Standard Skylight Area A. If Atrium/Skylight Height Is S 55 ft; or 0 ft" X 0.05 B. If Atrium/Skylight Height is > 55 ft ft* X 0.10 ft* C. Proposed Skylight Area D. Skyliqht Ratio = Prooosed Skvlioht Area (Row C) Divided bv Actual Gross Roof Area 0.0 % SRRprop E. Maximum Allowed Skylight Roof Ratio = Maximum Allowed Standard Skylight Area (Row A or B) Divided by Total Gross Exterior Roof Area 5 % SRRsTD IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PAGE 3 OF 6. SKYLIGHT AREA ADJUSTMENT IF F > D, Proceed To Calculation Step 1 Step 1. Calculated the Skylight Adjustment Factor (WAF). STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA (IF E = 0 ENTER 1) SKYLIGHT ADJUSTMENT FACTOR (SAF) CARRY THE WINDOW ADJUSTMENT FACTOR (SAF) TO PAGE 6 OF 6 TO CALCULATE THE ADJUSTED AREA EnergyPm 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 8 of 24 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Big Shop Remodel Date 11/8/2012 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables • Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 B Retail, See Table NA5-5 A B C D E F G H 1 J K L M Assembly Type' Orientation Numtjer Of Like Assembly Type' Roofs or Floor Mass Tvpe= Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Numtjer Of Like Assembly Type' Roofs or Floor Mass Tvpe= Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Numtjer Of Like Assembly Type' Roofs or Floor Mass Tvpe= Exterior Surface Area Penetration Type U-factor° SHGC' CSu.i Csti Standard TDV Energy'" Window S JOO Manufactured 0.770 0.610 0.732 -3.24 122.23 7.58 7,761 Wall S 1 Light 10 0.110 60.42 66 Window S 1 120 Manufactured 0.770 0.610 0.732 -3.24 122.23 7.58 9,314 Window W 1 120 Manufactured 0.770 0.610 0.732 -5.85 139.66 6.50 10,254 fioor W 1 1,150 1.450 60.42 100,750 Wall N 1 Light 200 0.110 60.42 1,329 Wall N 1 Light 550 0.110 60.42 3,655 Window N 1 150 Manufactured 0.770 0.610 0.732 -7.25 53.60 4.58 4,570 Door N 1 200 1.450 60.42 17,522 Wall E 1 Light 130 0.110 60.42 864 Sum of Total Standard Design 156,086 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is altowed. Indtoate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC,15), and heavy mass (HC i 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Tabto 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To catoulate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (Cs„j), SHGC (Cs^), and VT(C8tj, can be found in Table NA5-2, through Tabte NA5-5 of the Reference Nonresidential /Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVsa = Column C x [Column E x ((U-factora x Csui) + (SHGCa x Csai) + (VTa x Csn))) for each /Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 9 of 24 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Big Shop Remodel Date 11/8/2012 TDV for ttie Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables • Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G 1 H 1 J 1 K 1 L 1 M N Assembly Type' Orientation^ Number Of Like Assembly Type- Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type- Total Exterior Surface Area' Fenestration Type* Criteria U-factor* RSHGC' Vf Cooi Roof* Overhang'" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type- Total Exterior Surface Area' Fenestration Type* U-factor^ SHGC^ VT' Csu,i Css.l Ct,i MCR MoH Proposed TDV Energy" Window S 100 Manufactured 0.590 0.450 0.500 -3.24 122.23 7.58 -0.058 -130 Wall S 1 10 0.110 60.42 66 Window S 1 120 Manufactured 0.590 0.450 0.500 -3.24 122.23 7.58 -0.058 -156 Window W 1 120 Manufactured 0.590 0.450 0.500 -5.85 139.66 6.50 0.018 110 Door W 1 1,150 1.450 60.42 100,750 Wall N 1 200 0.110 60.42 1,329 Wall N 1 550 0.110 60.42 3,655 Window N 1 150 Manufactured 0.590 0.450 0.500 -7.25 53.60 4.58 0.549 1,688 Door N 1 200 1.450 60.42 17,522 Wall E 1 130 0.110 60.42 864 Total Proposed Design" 125,699 Proposed S Standard YES 1. IncUcate type oS assemt>ly for the Envelope (e.g. Wall, Floor, Root, Window, Skylight & Door). One assembly type for each row. 2. Incitoate this orientatton for walls, doors & winctows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indk:ate the Extertor Surface Area of the Assemtily for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK - Skylight and F - Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Jabie 143-A, B or C. Enter "0" if not appltoabte. Note: Not all verttoal windows have an overhang then assume SHGC as value entered. 7. To catoulate the fenestratton proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (C8u,i), SHGC (Cs^i), and VT(C8u, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential /Vppendk:es NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Catoulate the Cool Roof, MCR, flrst by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVP = Column D x [(U factor x CSu) -i- (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSt)] Enter the cateulated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be ^ to the Standard. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 10:2012282 Page10of24 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Big Shop Remodel Date 11/8/2012 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients • Nonresidential, See • 24-Hour Use, See Tables Tabte NA5-3 Table NA5-4 0 Retail, See Table NA5-5 Climate Zone: 7 Coeffic ents of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thennal Emittance Cool Roof Multiplier^ Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thennal Emittance. Except from Tabte NA5-2 Standard Aged Solar Reflectance (Column D) Standard Thennal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZl 5 0.55 0.75 Low-Rise, Low-Sloped, CZl through CZl 6 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZl 5 0.55 0.75 High-Rise, Low-Sloped, CZl-9 through CZl 6 0.10 0.75 Steep-Sloped, CZ2 throuqh CZl 5 0.25 0.75 Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; paged prop = 0.7 X (pmit prop -•• 0.06). Where (pmit prop) reflectance value is found in the CRRC Directory. Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier Mcai =• 1 + CR,! X (Paged prop - Paoed std) + Cemii X (Eprop - Esid) or 1 + Col A X (Col C - Col D) + Col B X (Col E - Col F) Overhang Multiplier (MQH) Occupancy Type and Coefftoients • Nonresidential, See Tables Tabte NA5-3 • 24-Hour Use, See Tabte NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1*' Projection Factor' Projection Factor' Horizontal Projection (ft") Vertical Distance Projection Factor^ Ovemang Multiplier S -2.580 1.490 8.0 12.0 0.667 -0.058 S -2.580 1.490 8.0 12.0 0.667 -0.058 W -2.100 0.940 8.0 12.0 0.667 0.018 N -1.050 0.560 8.0 12.0 0.667 0.549 Enter multiplier in Page 4 of 6 Column K. 1. Where ai and b are he coeffldents for the overtiang projectton factor (see tables) and is climate zone dependent. 2. PF = H/V (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MQH.I =• I-I- (a, X PR) + bi X PP?. Enter results in Column G. EnergyPm 5.1 by EnergySo User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 11 of 24 MINIMUM SKYLIGHT AREA WORKSHEET (Part 1 of 3 ) ENV-4C Project Name Big Shop Remodel Date 11/8/2012 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES (definition in §131(c), requirements in §143c) / • This worksheet applies to buildings with three or fewer stories, in climate zones 2 through 15, having an enclosed space > 8,000 ft^ that is directly under a roof, with a ceiling height > 15 ft and the exception below does not apply. Go to Step 1. • Name or reference of Large Enclosed Space on building plans . • Proposed daylight area is indicated on page of the building plans. . of building plans has general lighting power density • Skylights not required as fully designed lighting system on page of W/ft^, which is less than 0.5 W/ft^. Note: this exemption applies only to buildings with a fullv designed lighting system. This exception does not apply to core & shell buildings. STOP HERE IF THIS BOX IS CHECKED. Space is exempt from minimum skylight area requirement. NOTE: The minimum skylight area requirements can be met using skylit daylight areas, primary sidelit daylight areas, or a combination of both. Use Step 1 below if using skylit daylight areas for compliance. Use Step 2 below if using sidelit daylight areas for compliance. Use Step 3 below to add together skylit daylight and primary sidelit daylight areas. Step 1 Calculate if Proposed Skylit Daylight Area is greater than or equal to Minimum Daylight Area. • Criterion 1: Check if Total Proposed Skylit Daylight Area is greater than or equal to Minimum Daylit Area. (C 2 B) If Criterion 11s checked, skip step 2. Go to Step 3. Floor Area of proposed design large enclosed space A 0,t2 Space floor area Minimum Daylight Area = 0.5 x Floor Area (A) B 0„2 Minimum Daylight Area = 0.5 x (A) Proposed design skylit daylight area in accordance with §131 (c)1 D and as shown on the plans. C 0ft2 Proposed Skylit Daylight Area Step 2 Calculate if Proposed Primary Sidelit Daylight Area is greater than or equal to Minimum Daylight Area • Criterion 2: Check if Total Proposed Skylit Daylight Area Is equal to or greater than Minimum Daylit Area (D > B). Primary sidelit daylit area determined in accordance with §131 (c)1 B and as shown on the plans D ft^ Proposed Primary Sidelit Daylight Area Step 3 Confirm that Proposed Primary Sidelit Skylit Daylight Area Is greater than or equal to Minimum Daylight Area • Criterion 3: Check if Total Proposed Daylight Area is greater than or equal to Minimum Daytit Area (E > B). Total Proposed Daylight Area = Skylight Area + Primary Sidelit Area Add C + D and enter into E E ft^ Total Proposed Daylight Area If Criterion 3 is checked, complete both Steps 4 & 5 on Page 2 • If Criterion 3 is unchecked. Space FAILS, not enough daylight area, do not continue. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 12 of 24 MINIMUM SKYLIGHT AREA WORKSHEET (Part 2 Of 3 ) ENV-4C Project Name Big Shop Remodel Date 11/8/2012 SKYLIGHT AREA FOR LARGE ENCLOSED SPACES (§143c) Step 4 - If using SKYLIGHT to comply with the minimum skylight area requirements, calculate compliance with minimum skylight area using Step 4a, or compliance with minimum effective aperture using Step 4b. Also verify compliance with skylight haze criteria is met in Step 4c. Step 4a - If Complying with minimum skylight area: 13 Criterion 4a: Check if Proposed Skylight Area is equal or greater than Minimum Skylight Area (H 2 G). Proposed Skylight Daylight Area from cell (C), Step 1, on ENV-4C (Page 1 of 3) F 0 ft^ Proposed Skylight Daylight Area Minimum Skylight Area = Skylight Area (F) X 0.033 G 0 ft^ Minimum Skylight Area Total Proposed Skylight Area = Sum of the areas (rough opening) of each individual skylight H Oft^ Total Proposed Skylight Area Step 4b - If complying with minimum effective aperture: • Criterion 4b: Check if Proposed Skylight Effective Aperture is equal to or greater than Minimum Skylight Effective Aperture (J 21). If this criterion checked, shall also fill out ENV-4-C (Page 3 of 3) Minimum Skylight Effective Aperture 1 Minimum Skylight Effective Aperture Proposed Skylight Effective Aperture. Shall be taken from ENV-4C (Page 3 of 3) Cell (AB) J Proposed Skylight Effective Aperture Step 4c Required • Criterion 4c: Check If Proposed Skylight glazing or diffuser haze rating is equal or greater than 90% (K 2 0.9). Skylight glazing or diffuser haze rating according to ASTM D1003 K Haze rating Haze rating is indicated on page of plans of plans • Complies with all of Criterion 4 if either Criterion 4a SL Criterion 4b is checked, AND Criterion 4c Is checked. Step 5 - If using PRIMARY SIDELIGHT to comply with the minimum skylight area requirements: • Criterion 5: Check if Proposed Primary Sidelit Effective Aperture Is greater than or equal to Minimum Sidelit Effective Aperture (M 2 L). Fill out remaining questions on Step 6 below. Minimum Sidelit Effective Aperture L Minimum Sidelit Effective /Aperture Enter Proposed Primary Sidelit Effective Aperture from Equation 146-A cell (Q) below M Proposed Primary Sidelit Effective Aperture EQUATION 146-A: Effective Aperture for Primary Sidelit Area Rough opening of windows adjacent to the sidelit are in square feet N Total window area Visible light transmittanc:e of window O Average VLT Primary sidelit daylight area determined according to §131 (c)1 from cell (D), step 2 on ENV-4C (Page 1 of 3) P Primary Sidelit Area Primary Sidelit Effective Aperture = (N X 0) / (P) Enter results for Primary Sidelit Effective Aperture from cell (0) into cell (M) in Step 5 Q Primary Sidelit EA Steps E3 Space PASSES: Checic if Criterion 1 and 3 (page 1); and, Criterion 4 (page 2) are checked. • Space PASSES: Check if Criterion 2 and 3 (page 1); and Criterion 5 (page 2) are checlced. • Space PASSES: Checic only if Criterion 1 through 5 are ali checlced. EnergyP ro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 13 of 24 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Big Shop Remodel Date 11/8/2012 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. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or othenvise sealed. §116(a)1: Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.^ of window area, 0.3 cfm/ft.^ of door area for residential doors, 0.3 cfm/ft.^ of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.^ for nonresidential double doors (swinging). §116(a) 2: Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §116(a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Paae 14 of 24 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of5) MECH-IC Project Name Big Shop Remodel Date 11/8/2012 Project Address 1 Legoland Dr. Carlsbad Climate Zone Total Cond. Floor Area 7,790 Addition Floor Area 2,720 GENERAL INFORMATION Building Type: Cl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition El Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: Odeg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fall - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) (E) AC-3 • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity^ 167,540 Btu/hr • • Minimum Heating Efficiency^ 82% TE • • Max Allowed Coolinq Capacity^ 501,244 Btu/hr • • Cooling Efficiency' 8.7 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • When duct testing is required, submit MeCH-4A & MECH-4-HERS No • • Economizer Diff. Enth (Integrated) • • Thermostat Setback Required • • Fan Control Constant Volume • • FIELD INSPECTION ENERGY CHECKLIST Equipment^ Insisection Criteria Pass Fall - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) NEW UNIT • • Equipment Type^: Packaged DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 49,000 Btu/hr • • Minimum Heating Efficiency' 80% AFUE • • Max Allowed Cooling Capacity' 129,771 Btu/hr • • Cooling Efficiency' 12.5 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 perfomiance 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 addittonal 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 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 15 of 24 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 5) MECH-IC Project Nsime 5/g Shop Remodel Date 11/8/2012 Discrepancies: EnergyPm 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Paae 16 of 24 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5) MECH-IC Project Neime Date Big Shop Remodel 11/8/2012 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 /\ppendix of the Nonresidential Reference Appendtees Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive the properiy filled out and signed forms before the building can receive final occupancy. TEST DESCRtPTION 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 Automatk: Demand Shed Control Trane (10 ton) YHC120 1 El • IZI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EneravSoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Paae 17 of 24 CERTIFiCATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-IC Project Name Date Big Shop Remodel 11/8/2012 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing ay. 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: Trane (10 ton) YHC120 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyPro 51 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page18of24 CERTIFICATE OF COMPLIANCE (Part 5 of 5) MECH-IC Project Name Big Shop Remodel Date 11/8/2012 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name Dean Sheltenberger Signature 'Xii*^^^^*'^^ Company exp U.S. Services Inc. Date 11/9/12 Address 5670 Oberlin Dr CEA# CEPE# City/State/Zip san Diego, CA 92121 Phone 858-597-0555 The Principal IMechanicai Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • This Certificate of Compliance identifies the mechanical features and pertonnance specifications required for compliance with Title-24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to dcx:ument this design on the other applicable compliance forms, woricsheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name Dean Sheltenberger Signature "QL^a^A^^*^' Company exp Date 11/9/12 Address 5670 Oberlin Dr License # 22419 City/State/Zip San Diego, CA 92121 Phone 858-597-0555 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures. MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance fonns, please refer to the 2008 Nonresidential Manual. Note: The Enforcement Agency may require all fonns to t>e incorporated onto the building plans. • MECH-1 C Certificate of Compliance. Required on plans for all submittals. (21 MECH-2C Mechanical Equipment Summary is required for all submittals. B MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. • MECH-4C Fan Power Consumption is required for all prescriptive submittals. EnergyPm 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 19 of 24 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Big Shop Remodel 11/8/2012 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) (E) AC-3 NEW UNIT Number of Systems '. 1 1 MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 Page Reference on Plans or Schedule and indicate the applicable exceptlon(s) MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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) 82% TE 80% AFUE MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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) 8.7 EER 12.5 EER MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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) 2,090 cfm 599 cfm MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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) Yes Yes MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 Reguired MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 MANDATORY MEASURES Heating Equipment Efficiency (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 (Pooling Equipment Efficiency HVAC Heat Pump Thenrnostat 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 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 Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(a&b) 167,540 Btu/hr 49,000 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(a&b) 324,000 Btu/hr 120,000 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted I44(a&b) 350,871 Btu/hr 90,840 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(a&b) 366,282 Btu/hr 102,677 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(c) Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(c) Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(d) No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(e) Diff. Enth (Integrated) Diff. Enth (Integrated) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(f) Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Lcx^ation Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitatton Duct Leakage Sealing, ff Yes, a MECH-4-A must be sutxnitted 144(k) No No 1. Total installed capacity (MBtu/hr) of all electrk: heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPm 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 20 of 24 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Big Shop Remodel Date 11/8/2012 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft=) CFM per f? Min CFM By Area BXC Numt>er 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 (E) Retail Space 5,670 0.25 1,418 2,090 2,090 (E) AC-3 Total 2,090 2,090 (N) Retail Space 2,120 0.25 530 599 599 NEW UNIT Total 599 599 Totals Column 1 Total Design Ventilatton Air Totals C Minimum ventilation rate per Sectton §121, Table 121-A. E Based on fixed seat or the greater of the expected numtier of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Mr (REO'D V.A.) is the larger of the ventilation rates catoulated 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 (CDolumn M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 21 of 24 FAN POWER CONSUMPTION MECH-4C Project Name Big Shop Remodel Date 11/8/2012 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Ckinstant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts BXEX746/ (CXD) (E) AC-3 - Supply Fan 13.500 91.7% 100.0 % 1.0 10,983 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144{c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 10,983 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144{c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 14,000 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SP, -1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.784 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 22 of 24 FAN POWER CONSUMPTION MECH-4C Project Name Big Shop Remodel Date 11/8/2012 NOTE: Provide one copy of this woricsheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) NEW UNIT - Supply Fan 2.600 86.5% 100.0 % 1.0 2,242 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equatton 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 2,242 FILTER PRESSURE ADJUSTMENT Equatton 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 3,400 A) If filter pressure drop (SPa) is greater them 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater them 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater them 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.660 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPm 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 23 of 24 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Big Shop Remodel Date 11/8/2012 Equipment and System Efficiencies §111: Any appliance for which there is a Califomia standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: IA. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or IB. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall t>e 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 buiiding or space, or a new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically tuming off the circulating pump when hot water is not required. EnergyPm 5.1 by EnergySoft User Number 3111 RunCode: 2012-11-08718:59:30 ID: 2012282 Page 24 of 24 COMMUNITY FACILITIES Develooment Services Building Division ^ CITY OF DISTRICT NO. 1 1635 Faraday Avenue CARLSBAD NON-RESIDENTIAL B-32 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. LEGOLAND CALIFORNIA RESORT Name of Owner Telephone 1 LEGOLAND DR 1 LEGOLAND DR Address Project Address CARLSBAD CA 92008 CARLSBAD CA 92008 City, State Zip City, state Zip 211-100-09-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CBI 32253 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carisbad, Califomia, the City is authorized to levy a Special Tax in Community Facilities District No. 1. Ali non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX. ONE TIME or (2) assume fhe ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment Amount of One-Time Special Tax: $ 2,026.73 Owner's Initials OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum annual Special Tax: $ Owner's Initials XXX i DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJEQjT.PROPERTY AND THAT i UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. attire of Property O: Signattire of Property Owner Titie jtDre of Property Owner Title Ck Print Name Date The City of Carisbad has not independently verified the infonnation shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use COMM Imp.Area 1 FY 13/14 Annex date 12/93 Factor 0.7210 X 2,811 Square FL = $ 2,026.73 B-32 Page 1 of 1 Rev. 07/09 <<»> ^ CITY O F CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a buiiding permit. The City will not issue any buiiding pennit without a completed school fee form. Project Name Building Permit Plan Check Number: Project Address; A. P.N Project Applicant (Owner Name): Project Description: Building Type Residential: Second Dwelling Unit: Residential Additions: LEGOLAND THE BIG SHOP Proiect ID: CT/MS: CB1322S3 1 l£QQLANP PR 211-100-09-00 LEGOLAND CALIFORNIA EXPANSION OF EXISTING RETAIL FACILITY NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial: 2,811 City Certification of Applicant Infomiation.- Net Square Feet New Area Y J5\ ~- \ ^^33,.^^ Date 11/25/2013 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ^ Carlsbad Unified School District 6225 El Camino Real Cartsbad CA 92009 (760-331-5000) |_| Encinitas Union Schooi District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300x1166) Q Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (760-726-2170) I I San Marcos Unified School District 255 Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) n San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 (760-753-6491 x 5514) Certificafion of Applicant/Owners. The person executing this declaration ("Owner') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certificatton of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: B-34 Date: 13 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation detennined by the School District The City may issue building pennits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL cmm mm SCHOOL DISTRICT NAME OF SCHOOL DISTRICT 6225 a CAMINO REAL —CARLSBAD, CA 92009 DATE PHONENUMBER ^ ^ , 7U). go-/, B-34 Page 2 of 2 Rev. 03/09 CITY CARLSBAD O F PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: 1 Legoland Drive - The Big Shop Permit No.: Informatton provided Iselow refers to work being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building Dept. Fox: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ^ New building sewer line? Ves No Q Number of new roof drains? 0 Install/alter water line? ^ Number of new water heaters? ^ Number of new, relocated or replaced gas outlets? "I Number of new hose bibs? 0 Upgrade existing panel? Ves No From ^Amps to ^Amps Number of new panels or subpanels? "* Single Phase Number of new amperes Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves X No Number of new furnaces, A/C, or heat pumps? ^ New or relocated duct worb? Ves ^ No Number of new fireplaces? ^ Number of new exhaust fans? ^ Relocate/install vent? ^ Number of new exhaust hoods? ^ Number of new boilers or compressors? Number of HP ^ B-18 Page 1 of 1 Rev. 03/09 Date INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 11/09/12 Legoland Business Name Street Address_ Email Address 1 Legoland Dr, Carlsbad, Ca 92008 gerald@sms-arch.com 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 Electroiess plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Fiim/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):, Sales Description of operations generating wastewater (discharged to sewer, hauled or evaporated): None Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type / volume): Date operation began/or will begin at this location: 01/01/14 Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No X If yes, when: Site Contact Gerald Michaels Signature, Title P'"oj6ct Manager, SMS Architects Phone No. 949.757.3240 ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 City of Carlsbad VALUATION WORKSHEET Building Division Permit No: Address 1 LEGOLAND Assessor Parcel No. Date By Type of Work Area of Work Multiplier VALUE SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 STORE VB 2,811 $57.48 $161,576.28 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System 2,811 $3.11 $8,742.21 Air Conditioning - commercial 2,811 $5.03 $14,139.33 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL $184,457.82 Valuation: $184,458 Comm/Res (C/R): C Buil(ding Fee $1,028.82 Plan Check Fee $720.17 Strong Motion Fee $39.00 Green Bldg. Stand. Fee $4.00 Green Bldg PC Fee $150.00 License Tax/PFF $6,456.02 License Tax/PFF (In CFD) $3,357.13 CFD 1st hour of Plan CheckFire Expedite Plunnbing TBD Mechanical TBD Electrical TBD CFD EI Yes (PFF=1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: Explanation: CREDITS PFF and/orCFD SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Legoland Business Contact Chris Romero Teleptione # ( 760 ) 918-5460 Project Address 1 Legoland Drive ^''y Carlsbad ^'^'^ Ca 92008 211-100-09 Mailing Address 1 Legoland Drive ^'•y Carlsbad ^^'^ Ca "'"^"'^ 92008 Plan File# Project Contact Gerald Michaels -SMS Architects Telephone # ( 949 ) 233.8593 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTIWENT - IjAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, aoplicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): 23.403 S.F. Occupancy Rating: A3 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Conosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials ^5) None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to anv of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 02 ,01 , 2013 Expected Date of Occupancy: 02 , 05 , 2013 • CalARP Exempt I Date Initials • CalARP Required I Date Initials • CalARP Complete I Date Initials YES NO (for new construction or remodeling projects) 1. D 129 Is your business listed on the reverse side of this form? (check all that apply). 2. • H Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. • Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 4. • |23 Will your business use an existing or install an underground storage tank? 5. • Will your business store or handle Regulated Substances (CalARP)? 6. • H Will your business use or install a HazanJous Waste Tank System (Title 22, Article 10)? 7. • IS Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Acf). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must conlact 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 fo 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 infomiation. Will fhe subject facility or construction activifies include operations or equipmenf fhaf emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.orq/info/facts/permits.pdf. and fhe lisf of typical equipment requiring an APCD permit on the reverse side of fhis from. Contacf APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facilify be located within 1,000 feet ofthe outer boundary of a school (K through 12)? (Search the Califomia School Directory at http://www.cde.ca.aov/re/sd/ for public and private schools or contacf the appropriate school district). Has a survey been performed fo 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 demolifion involving the removal of a load supporting structural member? YES NO 1. • 2. • • 3. • 4. • El 5. • • Briefly describe business acfivities: Retail outlet for Theme Park Briefly describe proposed projecf: Expand sales area and add exit I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct. Gerald Michaels , < 09/12/2013 Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDINC PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box onlv exempts businesses from completing or updating a Hazardous Materials Business Plan. Other pennitting requirements may sfill apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division CB132253 1 LEGOLAND DR LEGOLAND: 2,811 SF EXPANSION T,^ CVIOT DCTTMI ^ fif^H IT^ Final Inspection required by: ^ • Plan Q^M&I Q^re • f//^//j 17) /'//^ /^/'/ee ^(fsdrf-L. a)^caic^ ^A/^^^ sw /3,3£^ aiSSUED •cv. Apprpyed . ^ Oate By BUILDING /CC PLANNING ^ \/^ ENGINEERING FIRE Expedite? Y N )Us/ii> AFS Checked by; HazMat APCD Health Forms/Fees Sent Rec'd Due? By Encina Y N Fire Y N HazHeaitnAPCU PE&M Y N Y N School ^/f-Y N Sewer Stormwater Y N Special inspection Y N CFD:^Y) N I.andUse(J«,^«:, Jrthli3 CFD:^Y) N I.andUse(J«,^«:, Density: ImpArea: (| FY:/y/^ Annex: 1^^^ Factor: PFR-ro N Comments Date Date Date Date Building /o|i ,3 Planning Engineering Fire Need? 'ddlWrULASf HJFO t5o-Vu5^ - lSLf^>l<^ • Done • Done • Done • Done