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2051 PALOMAR AIRPORT RD; 100; CB161712; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-27-2016 Commercial/Industrial Permit Permit No: CB161712 Building Inspection Request Line (760) 602-2725 Job Address Permit Type: Parcel No Valuation: Occupancy Group Project Title: 2051 PALOMAR AIRPORT RD CBAD tCO TI Sub Type: INDUST 2130503900 Lot# 0 $1207860.00 Construction Type: 5B Reference # HIGH MOON STUDIOS: 26,384 SF OFFICE TO OFFICE Status. ISSUED Applied: 05/0312016 Entered By JMA Plan Approved. 06/27/2016 Issued. 06/27/2016 Inspect Area Plan Check #: Applicant. WHITE CONSTRUCTION 2524 GATEWAY RD CARLSBAD CA 92009 760-931-1130 -- Owner: JCCE-PALOMAR L L C CIO JAMES COXETER 23554 OLD 44 DR MILLVILLE CA 96062 Building Permit $3,94743 Meter Size Add'I Building Permit Fee $000 Add'I Red. Water Con Fee $0.00 Plan Check $2,76320 Meter Fee $0.00 Add'I Building Permit Fee $000 SDCWA Fee $0.00 Plan Check Discount $000 CFD Payoff Fee $0.00 Strong Motion Fee $338.20 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $000 Renewal Fee $0.00 PLUMBING TOTAL $251.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $856.00 Other Building Fee $0.00 MECHANICAL TOTAL $106.67 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con Fee $0.00 Additional Fees $000 Green Bldg Stands (SB1473) Fee $49.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $8,311.50 Total Fees: $837I0 Total fayments To Date: $8,311.50 Balance Due: $0.00 FINAL Ins Clearance: NolicE Re take No1IJCE that 4jçiuv of your pqect includes the nofi' dfee icatims o other exaiias hereaft collectively referred to 'fe&exac4 t " You Wm 90 days Iran the date this jmt vm is41ed to protest irrpitia, dtlese feesteoctions. If you protest llr you mist follavv the priest woaxlurEAsk f4 in Gmarrrent Code Seria, 0(a), aid file the pest and aiy other reqred irfauoi wth the Qty Marfcr psing in athte wtli'ca1sbed M apal0odeSection3.32030 FaIuto tirry fdlaw that pixexe wll t arrysuLsererit leg ation to attadç re\Aew, set aside, vad, or airil their irrçiticn You are hereby RRfl-ER NUI1RED that your nt to protest the specified fees'eticrs [XES NOTAPPLYtoefer a-id seer c3yiedon fees and caty daiges, nor plarnrig, zoning, ging or other apçIicücn processing or sermoe fees in corinection wth ths pqed. NCR DOES IT APPLY to any THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [PLANNING E1ENGINEERING DdIiLDING E3RE El HEALTH ElHAZMATIAPCD Building Permit Application of 1635 Faraday Ave., Carlsbad, CA 92008 Plan Check No. City Est. Value / 2U7 3 00 Ph: 760-602-2719 1ax: 760-602-8558 Carlsbad email: building@cparlsbadca.gov Plan Ck. Deposit Date S. S.1 & jSwPPP I www.carlsbadca.gov JOB ADDRESS 2051 Palomar Airport Rd. I SUITE#/SPACE#/UNIT# 100 I APN I 213 - 050 - 39 - ,T/PROJECT C LOT # I PHASE C # OF UNITS C BEDROOMS # BATHROOMS I TENANT BUSINESS NAME l CONSTR TYPE 0CC. GROUP I I 9959 I NA I NA I NA I 4 High Moon Studios I VB I B DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Tenant improvement for video gaming design studio, new partitions, plumbing, electrical, mechanical and finishes. 2, q SF EXISTINGUSE PROPOSED USE IGARAGE (SF) PATIOS (SF) DECKS (SF) IFIREPLACE lAlRC0ND1T10NING 1F1RESPR1NKLERS B-office I B-office I na na I na IYES E# NO[Z] YES NO YESNO APPLICANT NAME Primary Contact LPA- Laura Andrews PROPERTY OWNER NAME Palomar Acquisition Partners, LLC ADDRESS 1600 National Ave. ADDRESS 525 B Street Suite #220 CITY STATE ZIP San Diego CA 92113 CITY STATE ZIP San Diego CA 92101 PHONE 619-929-3958 FAX I PHONE 858-435-4024 'FAX EMAIL landrews@lpainc.com EMAIL lynne.lyons(hines.com DESIGN PROFESSIONAL LPA, Inc., Laura Andrews . CONTRACTOR BUS NAME White Construction, Debbe Damron ADDRESS ADDRESS 1600 National Ave. 2524 Gateway Rd. CITY STATE ZIP San Diego CA 92113 CITY STATE ZIP Carlsbad CA 92010 PHONE 619-929-3958 FAX PHONE 760-931-1130 FAX EMAIL landrews@lpainc.com EMAIL ddamron@whiteconstructioninc.com CCIDC I STATE LIC. # CID-7009 STATE LIC.# 452513 I CLASS I B I CItY BUS. LIC # r (O2-.V dnu rru,riuri .,oue; nny i,ity or r.ounw wnicn requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed Statement that he is licensed pursuant to the provisions of the Contractor's License Law IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he IS exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit Subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). )®([r3O (®?O®[J Workers' Compensation Declaration. I hereby affirm under penally of perju,y one of the following declarations k'ava haveand will maintain a certificate of consent to self-insure for workers'compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. h and will maintain workers' compensation, as required b Section 3700 of the Labor Code, for the performance of the work for Which this permit is issued. My workers' compensation insurance carrier and policy number are Insurance Co '\L Policy No. '(o1) 0015& II, I Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less [J Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In a ded for In Section 3706 of the Labor code, interest and attorney's fees. addition to the cost of compensaltilon,*MN A5 CONTRACTORSIGNATURE XAGENT DATE thereby affirm that lam exempt from Contra cfor's License Law for the following reason, I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code. The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) [] I am exempt under Section Business and Professions Code for this reason ii personally plan to provide the major labor and materials for construction of the proposed property improvement Eves lJNo I (iave! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number) - 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address/phone! contractors' license number). 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone! type of work). PROPERTY OWNER SIGNATURE iAGENT DATE l9 @)G!2G)i1'9V9 1?1310&3 @0@V000 E0(2 oO70 000[L[)0I]@ P19MOOV0 0I}(7 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act' Yes I No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district Yes 1 No Is the facility lobe constructed within 1,000 feel of the outer boundary of a school site' Yes I No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. (®O(?0@ ®0@ 1(7 I hereby affirm that there Is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address OLT flO(?0®) I certify that have read the application and state that the above information is correct and that the infonnation on the plans is accurate. I agree to comp, with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA. An 051-IA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Buildin Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such pe r ildhig or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.44 Uniform Building Code) .APPLICANT'S SIGNATURE . DATE ) ( ~V# STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. ICIERTII~IFICATIE .IF OCCUIPAINI~CY (C...eircia lProj e cts O nlyl Fax (760) 602-8560, Email building@cailsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. r0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANTS BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) ASSOCIATED CB # CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL / FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION .gAPPLICANT'S SIGNATURE DATE Inspection List Permit#: CB161712 Type: TI INDUST HIGH MOON STUDIOS: 26,384 SF OFFICE TO OFFICE Date - - Inspection Item Inspector Act Comments 09/28/2016 17 Interior Lath/Drywall PY AP 09/28/2016 89 Final Combo - RI NRR 09/28/2016 89 Final Combo PY AP 08/16/2016 85 T-Bar PY AP 07/26/2016 17 Interior Lath/Drywall PY AP 07/21/2016 23 Gas/Test/Repairs PY AP 07/21/2016 24 Rough/Topout PY AP 07/14/2016 17 Interior Lath/Drywall PY PA 07/13/2016 17 Interior Lath/Drywall PY PA 06/29/2016 14 Frame/Steel/Bolting/Weldin PY AP 06/29/2016 21 Underground/Under Floor PY AP 06/29/2016 34 Rough Electric PY AP Thursday, September 29, 2016 Page 1 of 1 EsGil Corporation In PartnersIiip with government for Bui(&ng Safety DATE: 6/24/16 p APPLICANT -1tTRIS. JURISDICTION: City of Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 16-1712 SET: III PROJECT ADDRESS: 2051 Palomar Airport Rd Suite 100 PROJECT NAME: High Moon Studios - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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: 7Telephone #: Date contacted: ( : Email: Mail Telephone Fax In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation LI GA El EJ El MB El PC 6/17/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners flip with government for Bui(ding Safety DATE: 6/16/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-1712 U APPLICANT RI S. U PLAN REVIEWER U FILE SET: II PROJECT ADDRESS: 2051 Palomar Airport Rd Suite 100 PROJECT NAME: High Moon Studios - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 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. 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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: Laura Andrews Telephone #: 619-929-3958 2ate coltacted:'' 9 (by:!(\C) Email: landrews@lpainc.com MaiI Fax In Person LII REMAR By: Doug Moody Enclosures: EsGil Corporation EGA EEJEMB 0 P 6/9/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858)560-1576 City of Carlsbad 16-1712 6/16/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. Bring two corrected sets 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. All sheets of the plans must be signed. Provide a section view of all new glazed interior partitions. Show: Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). The plans show the lateral braces on the plans. Please revise the plans to show the lateral braces spacing and brace length. Please provide calculations for all walls exceeding 18' in length as the lateral braces will not provide adequate bracing. Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 2. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 1140# rooftop air handler units. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS City of Carlsbad 16-1712 6/16116 EXPANSION/EPDXY ANCHORS Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. Please revise sheet M2.2 to show the piping not to be above the roof. Each door in a means of egress from an occupancy of Group A (Collaboration Room) having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.10. The exit doors are all of the doors in the path of egress to the public way not just the doors to the assembly room with an occupant load of 50 or more. Correct the plans to show all of the egress doors in the path of egress to be equipped with panic hardware. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. See comment #5. Please revise the plans and the door schedule to show the door to conference room 139 to be a pivoted or side hinged swinging door per Section 1008.1.2. Swing or pivot doors are required for all doors providing egress from a room with an occupant load greater than 10 not 50. Please correct the plans. Please revise the single line diagram to show the grounding of the new transformer to be per section 250-30 A (4) of the NEC. Please correct the single line diagram to show the grounding conductors for the I50KVA transformers to be a minimum of 1/0 cu and correct the equipment grounding conductors in all parallel feeders to be sized on the over-current device and not on the conductor size 250.120(F). 12. Show the toilet tissue dispensers to comply with the following: Shall be located on the wall or partition closest to the water closet, 7 inches minimum and 9 inches maximum in front of the water closet measured from the center line of the dispenser. Please correct elevations 02 and 06 on sheet A2.11 Mounted below the grab bar with the outlet of the dispenser at a minimum height of 19 inches. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. City of Carlsbad 16-1712 6/16/16 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No U 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 Doug Moody at Esgil Corporation. Thank you. EsGil Corporation In (Partnership with government for Bui(Iing Safety DATE: 5/13/16 Ig,,APPLICANT JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 16-1712 SET: I PROJECT ADDRESS: 2051 Palomar Airport Rd Suite 100 PROJECT NAME: High Moon Studios - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 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. 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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: Laura Andrews Telephone #: 619-929-3958 Date coplacted: c5( 3 (by: IV Email: landrews@lpainc.com Mail eg ofl Fax In Person LII REM AR " By: Doug Moody Enclosures: EsGil Corporation El GA LIEJJMB 0 P 5/5/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Cityof Carlsbad 16-1712 5/13/16 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 16-1712 JURISDICTION: City of Carlsbad OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: VB ACTUAL AREA: 26384sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/3/16 DATE INITIAL PLAN REVIEW COMPLETED: 5/13/16 FOREWORD (PLEASE READ): OCCUPANT LOAD: 544 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/5/16 PLAN REVIEWER: Doug Moody 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 2013 CBC, which adopts the 2012 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 2012 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. City of Carlsbad 16-1712 5/13/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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 two corrected sets 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. Provide a section view of all new glazed interior partitions. Show: Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 2. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 1140# rooftop air handler units. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 3. Please provide the structural sheets referenced on sheet A2.10 4. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 5. In rooms or areas where the occupant load exceeds the values in the table oeiow, two exits snail oe provlaea. bection iui.i. OCCUPANCY MAXIMUM OCCUPANT LOAD A,B,E,F,M,U 49 5. Each door in a means of egress from an occupancy of Group A (Collaboration Room) having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008. 1.10 City of Carlsbad 16-1712 5/13/16 6. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. Please revise the plans and the door schedule to show the door to conference room 139 to be a pivoted or side hinged swinging door per Section 1008.1.2. Please revise the single line diagram to show the grounding of the new transformer to be per section 250-30 A (4) of the NEC. Please provide the required LTI -02 forms. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4: a) ~!24" at exterior conditions at the third exit by Office 107. Show that the water closet (room 138 and room 135) is located in a space which provides: a) A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been changed to a 60" clearance as shown in the figure. 6O M. CENTERLINE FFTELtNE or FIXTURE FIXTURE I MIN. V O EDO FLU.i I / iCfWMER ACTIVATOR / ,/) CLOC[T ON WIDE SIDE - I • / - I / \ 32 MIN I \çLEAR - City of Carlsbad 16-1712 5/13/16 12. Show the toilet tissue dispensers to comply with the following: Shall be located on the wall or partition closest to the water closet, 7 inches minimum and 9 inches maximum in front of the water closet measured from the center line of the dispenser. Mounted below the grab bar with the outlet of the dispenser at a minimum height of 19 inches. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please 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: YesU No U 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 16-1712 5/13/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-1712 PREPARED BY: Doug Moody DATE: 5/13/16 BUILDING ADDRESS: 2051 Palomar Airport Rd Suite 100 BUILDING OCCUPANCY: B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 26384 45.78 1,207,860 Air Conditioning Fire Sprinklers TOTAL VALUE 1,207,860 Jurisdiction Code ICb IBY Ordinance Bldg. Perm t Fee by Ord han2 Plan Check Fee by Ordinance IV Type of Review r7l Complete Review Structural Only F-1 Other Repetiflve Fee Repeats Hourly Hr. @ * EsGil Fee I $3,947.43 I I $2,565.831 I $2,210.561 Comments: In addition to the above fee, an additional fee of $86 is due (1 hour @ $86/hr.) for the CaiGreen review. Sheet I of I macvalue doc + 4^1& CITY OF CARLSD/AD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 05/04/201eROJECT NAME: HIGH MOON TI PROJECT ID: CB161712 PLAN CHECK NO: 1 SET#:l ADDRESS: 2051 PALOMAR AIRPORT STE100 APN:21305039 VALUATION: $1,207,860 APPLICANT CONTACT: LANDREWS@LPAINC.COM FX-1 TI-is plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes [1 No X M For status from a division not marked below, please call 760-602-2719 F-1 This plan check review is NCOMPLETE Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. DEVELOPMENT ENG 760-602-2750 H Chris Sexton 760-602-4624 Kathleen Lawrence -- - 760-602-2741 LI] Greg Ryan 760-602-4663 Chris.sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros 1:1 760-602-2773 Cindy Wong 760-602-4675 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontivems@carlsbadca.gov Cynthia.Wong@carlsbadca.gov U VALRAY MARSHALL 760-602-2741 I Dominic Fier! 1_1 760-602-4664 VALRAY.MARSHALL@CARLSBADCA.GOV Dominic.Fieri@carlsbadca.goy Remarks: NO LDE IMPACT FEE'S. THIS BUILDING IS PART OF THE FEED OUT LIST (City of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: o Grading Permit 0 Building Permit 0 Right-of-way permit 0 Other Project Name: High Moon Studios Project ID: DWG #ICB# - Address: 2051 Palomar Airport Rd. Carlsbad, CA 92011 APN 213-050-39 Disturbed Area: Ac Section 1: Determination of Project's SWPPP Tier Level SWPPP Tier (Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) Level Exempt -No Threat Prolect Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Tablel, section 3.2.2 of Storm Water Standards, the following permits are exempt from SWPPP requirements: 0 Exempt Electrical 0 Patio 0 Mobile Home 0 Plumbing 0 Spa (Factory-Made) Fire Sprinkler 0 Mechanical 0_ Re-Roofing 0_Sign 0 Roof-Mounted Solar Array Tier 3— Significant Threat Assessment Criteria - (See Construction General Permit (CGP) Section l.B)* E3 My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, El My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface; or, My Project is associated with construction activity related to residential, commercial, or industrial 0 Tier 3 development on lands currently used for agriculture; or My project is associated with construction activity associated with Linear Underground/Overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. E] Other per CGP________________________________________________________ Tier 2 - Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 sq. ft. or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Tier 2 located within 200 ft. 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 I vertical; and/or disturbed area is located along or within 30 ft. 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 - Apr. 30) Tier I - Low Threat Assessment Criteria El My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: results in some soil disturbance; and/or T 0 Tier includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) items listed are excerpt from CGP. CGP governs criteria for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments revisions and reissuance thereof. E-32 Pacie 1 of 2 REV 02/16 I' FOR CITY LJSF ONLY City Concurrence: Yes No By: Date: Section 2: Determination of Project's Construction Threat Level Construction Tier (Check applicable criteria under the Tier Level as determined in section 1, check the correspodding Construction Threat Level, then complete the emergency contact and Threat Level signature block below) Level Exempt - Not Applicable - Exempt Tier 3 - High Construction Threat Assessment Criteria: My Project meets one or more of the following: Project site is 50 acres or more and grading will occur during the rainy season El Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High g Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 USDA-NRCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to I or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30) 0 Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 - Medium Construction Threat Assessment Criteria e i 0 Medium All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2— High Construction Threat Assessment Criteria: My Project meets one or more of the following: Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to highly erosive (defined as having a predominance of soils with High g USDA-NRCS Erosion factors kr greater than or equal to 0.4) Tier 2 0 Site slope is 5 to I or steeper Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -Apr. 30) Owner/contractor received a Storm Water Notice of Violation within past two years o_ Site sq. more of soil disturbance _results _in_10,000_ _ft. _or Tier 2 - Medium Construction Threat Assessment Criteria My project does not meet Tier 2 High Threat Assessment Criteria listed above 0 Medium Tier I - Medium Construction Threat Assessment Criteria: My Proiect meets one or more of the following: Owner/contractor received a Storm Water Notice of Violation within past two years , 0 Site results in 500 sq. ft. or more of soil disturbance 0 Medium Tier '•Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1 —April 30) Tier I - Low Construction Threat Assessment Criteria L OW My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I certify to the best ot my Knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carisbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. Emergency Contact Name: LAURA ANDREWS Telephone No: (619) 929-3958 Owner/Owner's Authorized Agent Name: Title: LAURA ANDRWS PROJECT MANAGER Ownq49vne Au ze..Agent Signature: Date: / E-32 Page 2 of 2 REV. 02/16 STORM WATER POLLUTION PREVENTION NOTES 1 ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 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. 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 RAINFALL. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: Date: PROJECT INFORMATION Site Address: 2051 Palomar Airport Rd. Assessors Parcel Number: 2A13-050-39 Project ID: Construction Permit No.: C.'l1D . f( -2— Estimated Construction Start Date Project Duration Months Emergency Contact: Name: Y4F O1C* 24 hour Phone:4gz.-7Y1 - Perceived Threat to Storm Water Quality Medium If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs Ccity of Carlsbad STORM WATER COMPLIANCE FORM TIER I 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 I 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-storm water discharge(s). I My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) I My project will not result in 2,500 square feet or more of soils disturbance including any associated construction 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 PREPARED 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. LAURA ANDREWS OWN MLOER'S AGENT NAME (PRINT) OWN (S)Ici NER'S AGEWT NAME (SIGNATURE) DATE E-29 Page 1 of 3 REV 07/14 PLANNING DIVISION BUILDING PLAN CHECK Development Services <4 ~, Z > Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carIsbadca.ov DATE: 6/7/2016 PROJECT NAME: TENANT IMPROVEMENT PROJECT ID: PLAN CHECK NO: CB161712 SET#: 2 ADDRESS: 2051 PALOMAR AIRPORT RD APN: This plan check review is complete and has been APPROVED by the Planning Division. By: Veronica Morones A Final Inspection by the Planning Division is required 0 Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. 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: Iandrews@lpainc.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-6024624 Chris.Sexton@carlsbadca.gov Chris Glassen 760-602-2784 Christo0her.Glassen@cansbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov ValRay Marshall 760-602-2741 VaIRay.MarshaII@carIsbadca.gov Cindy Wong 760-602-4662 Cynthia.Won@carIsbadca.ov Veronica Morones 760-602-4619 Veronica.Morones@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.0ntiveros@carIsbadca.ov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov P-28 Page 1 of 4 07/11 PLANNING DIVISION 404~1> BUILDING PLAN CHECK Development Services Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carIsbadca.ov Remarks: TENANT IMPROVEMENT WITH NEW ROOFTOP EQUIPMENT. NO CHANGE IN SQ FT OF BLDG OR PARKING. HVAC IS SHOWN AS 114' FROM PERIMETER; PHOTOGRAPH PROVIDED FROM PAR SHOWS NO VISIBILITY. Plan Check No. CB161712 Address 2051 PALOMAR AIRPORT RD Date 6/7/2016 Review #2 Planner Veronica Morones Phone (760) 602-4619 APN: Type of Project & Use: TENANT IMPROVEMENT Net Project Density: DU/AC Zoning: P-M General Plan: P1 Facilities Management Zone: 5 CFD (in/out) #_Date of participation: Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: REVIEW #: 1 2 3 Legend: Z Item Complete E Item Incomplete - Needs your action LI Environmental Review Required: YES LI NO LI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: IZI LI Discretionary Action Required: YES LI NO LI TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES El NO CA Coastal Commission Authority? YES 0 NO 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): N/A Z LI Habitat Management Plan Data Entry Completed? YES LI NO LI 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!) P-28 Page 2 of 4 07/11 PLANNING DIVISION BUILDING PLAN CHECK Development Services 16Z~> Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carIsbadca.ov Z LI Inclusionary Housing Fee required: YES LI NO LI (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES E] NO LI (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) LI Housing Tracking Form (form P-20) completed: YES LI NO R N/A LI Site Plan: Z LI Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44— Neighborhood Architectural Design Guidelines LI 1. Applicability: YES LI NO LI Z 0 LI 2. Project complies: YES LI NOD Zoning: Z LI 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown Z LI 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown LI 3. Lot Coverage: Required Shown 0 23 LI 4. Height: Required Shown IZI LI 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) P-28 Page 3 of 4 07/11 PLANNING DIVISION BUILDING PLAN CHECK Development Services Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carIsbadca.ov Residential Guest Spaces Required Shown 1Z Z LI 6. Floor Area Ratio: Required Shown El T Ov S Additional jflIComments: ps:4 .saqI4acazj.Jrrl. R-03G.RT.012 p EQUIPMENT SECTIONAL 'IN' YOUR I - ANIS AS SWEET 2_ I NDEN 1.11 t 1 ,Y.1 -Y.ti tI I 1ui II l. l i -i - OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER V.MORONES DATE 6/7/2016 P-28 Page 4 of 4 07/11 PLANNING DIVISION BUILDING PLAN CHECK Development Services Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carlsbadca.20v DATE: 5/10/2016 PROJECT NAME: TENANT IMPROVEMENT PROJECT ID: PLAN CHECK NO: CB161712 SET#: I ADDRESS: 2051 PALOMAR AIRPORT RD APN: This plan check review is complete and has been APPROVED by the Planning Division. By: Veronica Morones A Final Inspection by the Planning Division is required J Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. 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: landrews@lpainc.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Chris Glassen 760-602-2784 ChristoDher.Glassen@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov ValRay Marshall 760-602-2741 ValRay.Marshall@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Won@carlsbadca.ov Veronica Morones 760-602-4619 Veronica.Morones@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Linda Ontiveros 760-602-2773 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov AV P-28 Page 1 of 4 07/11 PLANNING DIVISION Development Services <4 el 42 ~' > BUILDING PLAN CHECK Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carlsbadca.20v Remarks: TENANT IMPROVEMENT WITH NEW ROOFTOP EQUIPMENT. NO CHANGE IN SQ FT OF BLDG OR PARKING. Plan Check No. CB161712 Address 2051 PALOMAR AIRPORT RD Date 5/10/2016 Review #2 Planner Veronica Morones Phone (760) 602-4619 APN: Type of Project & Use: TENANT IMPROVEMENT Net Project Density: DU/AC Zoning: P-M General Plan: P1 Facilities Management Zone: 5 CFD (in/out) #Date of participation: Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: REVIEW #: 1 2 3 Legend: Z Item Complete LII Item Incomplete - Needs your action Z LI LI Environmental Review Required: YES LI NO LI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI Discretionary Action Required: YES LI NO LI TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Z LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO CA Coastal Commission Authority? YES Q NO 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): N/A LI LI Habitat Management Plan Data Entry Completed? YES LI NO LI 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!) Z LI LI Inclusionary Housing Fee required: YES [-] NO [-] P-28 Page 2 of 4 07/11 PLANNING DIVISION B Development Services BUILDING PLAN CHECK Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P-28 (760) 602-4610 www.carlsbadca.pov (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES 0 NO 0 (AIPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) LI LI Housing Tracking Form (form P-20) completed: YES LI NO LI N/A 0 Site Plan: 0 0 Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44— Neighborhood Architectural Design Guidelines IZI LI LI 1. Applicability: YES 0 NO El El LI 2. Project complies: YES LI NOD Zoning: El El 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown El El 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown LI El 3. Lot Coverage: Required Shown LI El 4. Height: Required Shown Z 0 0 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown P-28 Page 3 of 4 07/11 PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division Faraday Avenue CITY OF REVIEW CHECKLIST 1635 F (760)602-4610 CARLSBAD P-28 El El 6. Floor Area Ratio: Required Shown El El El Additional Comments: PLEASE PROVIDE A SCREENING OF ROOFTOP EQUIPMENT SECTIONAL IN YOUR PLANS AS SHEET M2.2 NOTES NEW CONDENSING UNITS PROPOSED. PLEASE SEE ATTACHED SCREENING OF EQUIPMENT FORM. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 4 of 4 07/11 Shay Even From: Amber Ressmer Sent: Wednesday, May 04, 2016 11:24 AM To: landrews@plainc.com Cc: Building Subject: CB161712 High Moon Studios Good morning Laura, CB161712 High Moon Studios plan does not require Carlsbad Fire Department fire plan review. Thank you, Amber 2051 Pcw,maji OUR Amber Ressmer Administrative Assistant Fire Prevention City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www.carlsbadca.gov P 760-602-4665 1 F 760-602-8561 PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Tenant Improvement Client White Construction 2524 Gateway Road Carlsbad, CA 92009 Project High Moon Studios 2051 Palomar Airport Carlsba 3- 1- fr L10571t2 \0.I' iz,/j 'LOF CM. Paul S. Chris1iison RCE C57182, exp. 12131/17 I— El June 1 2016 PCSD File #: 16-042 Paul Christenson San Diego Engineering 3529 Coastview Ct - Carlsbad, CA 92010 Telephone (760) 207-1885 - Email: paul.pcsdgmail.com 1.0 Design Criteria: High Moon Studios 16-042 Code: 2013 California Building Code - ASCE 7-10 Timber: Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 Posts & Beams: DF-L #1 Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Cantilevers: Grade 24F-V8 (DFIDF) Sheathing: Mm. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood i-Joists: TJI 110,210,230,360,560 iCC ESR-1153 LVL, PSL 1.9E Microllam, 2.OE Parallam ICBO ER4979 Concrete: Compressive Strength © 28 days per ASTM C39-96: Footings: 17 = 2500 psi Grade Beams: f'c = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 Mortar: Type S Mortar Cement per ASTM C270-95, Mm. fm = 1800 psi © 28 days. Grout: Coarse Grout wl 3/8" Max. Aggregate per ASTM C476-91, Mm. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: ASTM A61 5-60 (Fy = 60 ksi) #3 & Smaller: ASTM A615-40 (Fy = 40 ksi) Structural Steel: LW Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy--35 ksi Welding Electrodes: Structural Steel: E70-T6 A615-60 Reber: E90 Series Bolts: Sill Plate Anchor Botls & Threaded Rods: A307 Quality Minimum Steel Moment & Braced Frames: A325 (Bearing, U.N.O.) Soils: 1500 psf Bearing Pressure References: W45v, A&0 4ff 3529 Coastview Ct - Carlsbad, CA 92010 JOB 16-042 SHEET NO Z. OF_________ CALCULATED BY PSC DATE 6/1116 CHECK BY DATE SCALE Zn41111.,,5 Telephone (760) 207-1885 - Email: paul.pcsd@pmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 6.0 psf 15/32" Sheathing 2.0 psf Roof Framing 2.8 psf 5/8" Gyp. Bd. 2.8 psf Insulation and Misc. 1.4 psf DL 15.0 psf LL 20.0 psf Total Load = 35.0 psf 2.2 Roof (w/ celllni) Roofing 6.0 psf 15/32" Sheathing 2.0 psf Roof Framing 2.8 psf Insulation and Misc. 1.2 psf DL 12.0 psf LL = 20.0 psf Total Load = 32.0 psf 23 Ceilin2 Ceiling Joists 1.3 psf 5/8" Gyp. Bd. 2.8 psf Insulation and Misc. 1.9 psf DL 6.0 psf Y.,,L = 10.0 psf Total Load = 16.0 psf 2.4 Walls Exterior Wall Interior Wall 7/8" Stucco 9.0 psf 1/2" Gyp. Bd. (2 Sides) 4.6 psf 15/32" Sheathing 1.5 psf 2x4 Studs @ 16" o.c. 1.1 psf 2x4 Studs® 16" o.c. 1.1 psf Misc. 2.3 psf 5/8" Gypsum Bd. 2.8 psf = 8.0 psf Misc. 0.6 psf Zi 15.0 psf Ps AKzL*I*P830 (ASCE 7-Equation 6-1) P = 26.6 psf P = 16.0 psf (*06 ASD) 2.1 Seismic Sms = FaSs SMS = 1.148 SOS = (2/3) SMS (11.4-3) SDS = 0.765 SDS Cs = (Ri!) Cs = 0.306 USE: V= CWDL Equation 12.8-1 Applies if J'g,i Z j o 3529 Coastvlew Ct - Carlsbad, CA 92010 Telephone (760) 207-1885 - Email: paul.pcsd corn JOB 18-042 SHEET NO OF_________ CALCULATED BY PSC DATE 6/1/16 CHECK BY DATE SCALE 2.0 LOAD LIST (CONTIN 2.5 Floor Floor Cover 0.0 psf Sheathing 0.0 psf 2x F.J. 0.0 psf 5/8" Gyp. Bd. 0.0 psf Insulation and Misc. 0.0 psf = 0.0 psf ZLL = 0.0 psI Total Load = 0.0 psf 2.6 Wind WIND PARAMETERS Basic Wind Speed = 110 mph Exposure Cat B A = 1.00 (fig. 6-3) Ps3o= 26.6 psf (fig. 6-3) Kzt = 1.00 (fig. 6-4) 1 = 1.0 (table 11.5-1) V= 0.306 WOL USGS APPLICATION S1= 1.071 S1= 0.413 F1— 1.07 F= 1.59 R= 2.5 1= 1.00 h= 15.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY S1<073 (11.6 ASCE 7-05) SI>0.04 (11.4.1 ASCE 7-05) T1 = C * (h)° - 0.152 Ta < (0.8)Ts, OK Ts = SDI/SDS 0.437 Ta<0.5 1.0 Seismic Design Category: I) ASD BASE SHEAR -CSWDL 1.VASD— 4 VD= 0.219 WDL NUSGSDesign Maps Summary Report User-Specified Input Report Title High Moon Wed June 1, 2015 00:24:21 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.123620 N, 117.27756°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 USGS-Provided Output S5 = 1.071 g Sms = 1.147 g SDs = 0.765 g Fftz I. O'IZ S1 = 0.413g SMI= 0.656g SDI= 0.437g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.20 1.08 0.94 0.72 0.60 0.49 0.36 0.24 0.12 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum 0.29 0.20 -- 0.72 -- 0164-- a 56 04Q.- 0.40 0.12 0.24 0.16 0.09 0.00 0 00 0.20 0.40 0.60 0.90 1.00 1.20 3.40 1.60 1.90 2.00 Period, T (sec) For PGA TL, CRS, and C values, please view the detailed reoort. iI F 0 R T E MEMBER REPORT Roof Framing, (RB-I) Rf&n@ Hvac 2 piece(s) 2 x 6 Douglas Fir-Larch No. 2 Overall Length: 8'7' Al locations are measured from the outside face of left support (or left cantilever end)JJI dimensions are horizontal. Member Reaction (Ibs) 588 0 2" 6563 (3.517') Passed (9%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 488 @119- 1782 Passed (27%) 0.90 1.00 (All Spans) Moment (Ft-lbs) 1037 0 2'4" 1327 Passed (78%) 0.90 1.00 (All Spans) Uve Load DI. (In) 0.031 04' 39/16" 0.275 Passed (L/999+) -- 1.0 D + 1.0 Li (All Spans) Total l.oad Defi. (In) 1 0.186 0 3' 11 7/8" 1 0.412 1 Passed (L/531) I -- 1.0 D + 1.0 Li (All Spans) Deflection Criteria: Ii (L/360) and TL (1.1240). Bracing (Lu): MI compression edges (top and bottom) must be braced at 8'7" o/c unless detailed otherwise. Proper attachment and positioning of laBe'al biacfrig Is required to achieve member stabIlity. Appllcatae calculations are tweed on NDS. 1 - Stud wall - DI 3.50" 3.50' 1.50" 503 86 589 Blocking 2- Soil wall - DF 3.50 330' 1.50" 232 86 318 illocldng .9 rig Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed aasic4 0- Sell Weight (PLF) 0110 8'r N/A 4.2 - Uniform (PSF) 0th 8' 7' (Front) 1. 15.0 20.0 Roof 2-Point (lb) 2' 4 (Front) N/A 570 - PASSED Lq System : Roof Member Type : Drop Beam Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD Member Pitch: 0/12 SUSIAII488LS FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser erprey, otsdalms any other warranties related to the software. Refer to current Weyerhaeuser literature for lnsiallation details. l(.waodbYvY.com) Accessories (film Boaro', 810ddng Panels and Squash Blocks) are rmtdesigned by this software use of this software Is not Intended to cl,cumt the need for a design professional as determined by the authority having jssotction. The designer of record, builder or framer is responsible to lasses that this calcijation Is compatible with the overall project Products irsinufactured at Weyerhaeuser facilities are third-party certified to sustainable librestry standards. Weyerhaeir Engineered Lumber Products have been evaluated by = ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASIM standards. For current code evaluation reports refer to http://ww.woody.com/eeMcesJs_CodeReports.asge. [The ductaicatIOn,InpUt -design loads, dimensions and support biformadon have been provided by Forte Software Operator Porte Software Operator - [Job Notee Paul Cnnsterson P060 Enpii*enng (76012V-1885 paul pr.scufpgrnail r.orn 6/3/2016 5:56-54 AM Forte v5 1, Design Engine. V6.5 1.1 HighM con 41e Page 1 of 1 i F 0 R T E MEMBER REPORT Roof Framing, (RB-2) RfBm @ Hvac 1 piece(s) 3 1/8" x 19 1/2" 24F-V4 DF Glulam hi' I 1 LL'L. ry 3%.e j Overall Length: 28" 1" PASSED . I 27'6" (1 [] (1 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Locablón Allowed Result LOP Losd:Cornbinátlon (Pattern) Member Reaction (Ibs) 4768 @ 2" 6836 (3.50') Passed (70%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 4203 @ 1 11" 13457 Passed (31%) 1.25 1.0 D + 1.0 Lr (All Spans) Pos Moment (R-ibs) 33164 @ 12' 11" 48195 Passed (69%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Defi. (in) 0.614 @ 14' 1/2' 0.925 Passed (1/542) - 1.0 1.0 D + 1.0 Lr (All Spans) Total Load Dell. (in) 1.317 @ 13' 10 1/2" 1 I.T88-1 Passed (1/253) -- 1.0 D + 1.0 Lr (All Spans) Deflection criteria: U. (1/360) and TL ((1240). Bracing (Lu): All compression edges (top and bottom) must be braced at 10, 4 3/16" 0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 0.97 that was calculated using length 1 = 27'9". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as Indicated by the manufacturer. Applicable calculations are based on NDS. Supports Bearing Length l.oadpte Supports (lb.) Accessories Toed Available Require Dead ltoof Liver Tothl 1 - Stud wall- OF 3.50" 3.50" 2.44" 2521 2247 4768 Blocking 2 - Stud wall . OF 3.50" 3.50" 2.29" 2225 2247 4472 Blocking mocking Panels are assumed to carry no loads applied directly above them and the Full toad Is applied to the member being designed Loads - .Lodaon (Side) Tributary Width Dead (0.90) ' Root Use (non-snow: L25) Cammeib 10. Self Weight (P119 0 to 28' r N/A 14.8 I Ii - Uniform (PSF) 0 to 28' 1" (Front) 8 15.0 20.0 Roof I 2 - Point (lb) 9'9" (Front) N/A 960 . I Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry Standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR.1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servIces/sCodeReports.aspx. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator System: Roof Member Type: Drop Beam Building Use: Residential Building Code: IBC 2009 Design Methodology : ASO Member Pitch: 0/12 SUSTAINABLE FORESTRY INITIATIVE I Forte Software Operator I Job Notes Paul Christenson PCSO Engineering (760) 207-1885 Paul pcsdiOgmall corn 6/3/2016 6:01:08 AM Forte v5.1. Design Engine: V6.5.1.1 HighMoon.41e Page 1 of 1 StruCaic Version 9.0.2.5 616/2016 2:05:45 PM Side One: Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: IL- 20 psf DL= 15 psf TW= 1.5 ft LL= 20 psf DL = 15 psf TW= 1.5 ft Wall Load: WALL = 200 Non-Snow Roof Loaded Area: RLA = 30 SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 10 ft Beam Self Weight: BSW = 11 plf Beam Uniform Live Load: wL = 80 plf Beam Uniform Dead Load: wD_adj = 256 plf Total UnifOrm Load: wT= 316 plf Project: HighMoon Location: (RB-3 IN Lintel Bm Roof Beam [2013 California Building Code(AISC 14th Ed ASO)] A36 MC12x1 0.6 x 10.0 FT Section Adequate By: 3.7% Controlling Factor Moment DEFLECTIONS Center Live Load 0.01 IN UMAX Dead Load 0.04 in Total load 0.04 IN [J2711 Live Load Deflection Criteria: LJ240 Total Load Deflection Criteria: L/180 REACTIONS a B Live Load 300 lb 300 lb Dead Load 1278 lb 1278 lb Total Load 1578 lb 1578 lb Bearing Length 0.75 in 0.75 in - BEAM DATA Span Length 10 ft Unbraoed Length-Top 10 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 Paul Christenson PCSD Engineering I Carlsbad, CA 92010 MC12x10 6 -A36 Properties: Yield Stress: Fy = Modulus of Elasticity: E = Depth: d= Web Thickness: tw = Flange Width: bf = Flange Thickness. tf = Distance to Web Toe of Fillet k = Moment of Inertia About X-X Axis: lx = Section Modulus About X-X Axis: Sx = Plastic Section Modulus About X-X Axis: Zx = Design Properties per AISC 14th Edition Steel Manual: Flange Buckling Ratio: FBR Allowable Flange Buckling Ratio: AFBR = Web Buckling Ratio: WBR = Allowable Web Buckling Ratio: AWBR = Controlling Unbraced Length: Lb = Limiting Unbraoed Length. for lateral-torsional buckling: Lp for Eqn. F2-2: Lr Elastic lateral-torsional buckling stress: For = Nominal Flexural Strength wl safety factor: Mn = Controlling Equation: F2-3 Web height to thickness ratio h/tw - Limiting height to thickness ratio for eqn. G2-2: h/tw-limit = Cv Factor: Cv = Controlling Equation: G2-3 Nominal Shear Strength W/ safety factor: Vn = 36 ksi 29000 ksi 12 in 019 in 1.5 in 0.31 in 0.75 in 55.3 1n4 9.22 in3 11.6 1n3 2.43 10.79 55.26 106.72 10 ft 1.45 ft 4.81 ft 8.89 ksi 4092 ft-lb 55.26 63.58 29490 lb Controlling Moment: 3945 ft-lb 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -1578 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Bs!d Provided Moment of inertia (deflection): 3.67 1n4 55.3 in4 Moment: 3945 ft-lb 4092 ft-lb Shear: -1578 lb 29490 lb Project. HlghMoon Location: (RB-i) StI Lintel Bm Roof Beam (2013 California Building Code(AISC 14th Ed ASD)J A36 C6x8.2 x 4.0 FT Section Adequate By: 1245.0% Controlling Factor: Moment Paul Christenson pop PCSD Engineering Carlsbad, CA 92010 StruCaic Version 9.0.2.5 6/6/2016 2:09:40 PM DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria U240 Total Load Deflection Cr4erla: U180 REAC11OIIS Live Load 120 lb 120 lb Dead Load 506 lb 506 lb Total Load 626 lb 626 lb -Bearing Length 0.81 In 0.81 in BEAM DATA Span Length 4 ft Unbraced Length-Top 4 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 STEEL PROPERTIES C6x8.2 - A36 Properties: Yield Stress: Fy = 36 kai Modulus of Elasticity E = 29000 ksl Depth: d= 6 i Web Thickness: tw= 0.2 In Flange Width: bf 1.92 in Flange Thickness: if = 0.34 In Distance to Web Toe of Fillet: k = 0.81 in Moment of Inertia About X-X Axis: lx = 13.1 1n4 Section Modulus About X-X Axis: Sx = 4.35 1n3 Plastic Section Modulus About X-X Axis: Zx = 516 1n3 Design Properties per AISC 14th Edition Steel Manual: Flange Buckling Ratio: FBR a 28 Allowable Flange Buckling Ratio: AFBR = 10.79 Web Buckling Ratio: WUR = 21.87 Allowable Web Buckling Ratio: AWBR = 106.72 Controlling Unbraced Length: Lb = 4 ft Limiting Unbraced Length - for lateral-tossional buckling: Lp • 2.23 ft for Eqn. F2-2: Lr = 10.19 ft Nominal Flexural Strength wl safety factor. Mn = 8425 ft-lb Controlling Equation: F2-2 Web height to thickness ratio: h/lw = 21.87 Limiting height to thickness ratio for eqn. 02-2: h/Lw-limit = 63.58 Cv Factor: Cv = I Controlling Equation: G2-3 Nominal Shear Strength wi safety factor: Vn = 15521 lb Side One: Roof Live Load: LL = 20 paf Roof Dead Load: DL = 15 psf Tributary Width: 1W- 1.5 ft Side Two: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 15 psf Tributary Width: 1W= 1.5 ft Well Load. WALL = 200 Non-Snow Roof Loaded Area: RLA = 12 elf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 4 ft Beam Self Weight: BSW = 8 p11 Beam Llnifomi Live Load: wL = 60 p11 Beam Uniform Dead Load: wD_adj = 253 p11 Total Uniform Load: WT = 313 pIt Controlling Moment: 826 ft-lb 2.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -626 lb At support. Created by combining all dead and live loads. Comparisons with required sections: &Cd Provided Moment of Inertia (deflection): 0.23 in4 13.1 In4 Moment: 626 ft-lb 8425 ft-lb Shear -628 lb 15521 lb OFFICE USE ONLY RECORD ID# IHHMBP# SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE _BP DATE 05 '03 / 16 Business Name Business Contact Telephone # High Moon Studios -gohff- 2I9./ Vi/ 2eiIt'e 1(.pO.41. Project Address City State Zip Code APN# 2051 Palomar Airport Rd i4-e._. / () 0 Carlsbad, CA 92011 21305039 Mailing Address City State Zip Code Plan File# 2051 Palomar Airport Rd Carlsbad, CA 92011 Project Contact Telephone # Laura Andrews (nig - -9• qçg' The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5 Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics JA, Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8 Unstable Reactives 12. Radioactives tions is yes, applicant must contact the County of San Di (858) 505-6700 prior to the issuance of a building permit. If the answer to any of the Diego, CA 92123. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 1 0 El Is your business listed on the reverse side of this form? (check all that apply). 2 0 El Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3 0 El Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 El Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 El Will your business use an existing or install an underground storage tank? 0 El Will your business store or handle Regulated Substances (CalARP)? 0 El Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8 0 El Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Exempt Date Initials o CaIARP Required Date Initials El CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 below is no or the answer to any of the Questions #2-5 is yes, applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone (858) 586-2600 prior to the issuance of a building or demolition permit. If the answer to questions #4 or #5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation. (Some residential projects may be exempt from the notification requirements. Contact the APCD for more information) Has a survey been performed to determine the presence of Asbestos Containing Materials? Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at httlx//www.sdaocd.orci/infolfacts/permits.Ddf, and the list of typical equipment requiring an APCD permit on the reverse side of this from Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 I YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at htto:/Iw'.vw.cde.ca.qov/re/sdl for public and private schools or contact the appropriate school district). Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: office space office space I declare under penalty of perjury that to the best of my knowledge and LsamMdnr(21J,5 ç Name of Owner or Authorized Agent made herein are true and correct. Agent 05/03 /16 Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:____ BY: DATE:_ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD i stamp in this oox QQ!Y exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply HM-9171 (03/14) County of San Diego - DEM - Hazardous Materials Division YES NO 1.0 El 2.0 El 300 4.0 El 5.0 fl CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Build ingcacarlsbadca .gov Project Address: 2051 Palomar Airport Rd. Carlsbad, CA 92011 Permit No.: Information provided below refers to work being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. - Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains.......................................................20 Newbuilding sewer line? .........................................................................................Yes No X Numberof new roof drains? ............................................................................................................... 0 Install/after water line? ......................................................................................................................... 6 Number of new water heaters? ......................................................................................................... 1 Number of new, relocated or replaced gas outlets? .................................................................... 0 Numberof new hose bibs? .................................................................................................................. 0 Residential Permits: New/expanded service: Number of new amps: Minor Remodel only. Yes_ No____ Commercial/Industrial: Tenant Improvement: Number of existing amps involved/n this project: 3000 Number of new amps involved/n this project.r New Construction: Amps per Panel: Single Phase ...............................................................Number of new amperes Three Phase.................................................................Number of new amperes Three Phase 480........................................................Number of new amperes________________ Number of new furnaces. A/C, or heat pumps? ............................................................................ 3 New or relocated duct woth ..........................................................................Yes X No Numberof new fireplaces? ................................................................................................................. 0 Numberof new exhaust fans? ............................................................................................................ 6 Relocate/install vent? ............................................................................................................................ NA Numberof new exhaust hoods? ........................................................................................................ a Number of new boilers or compressors? ........................................................... Number of HP 0 B-la Page 1 of 1 Rev 03/09