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Home My WebLink About2882 WHIPTAIL LOOP; 100; CBC2018-0475; PermitTenant Improvement Work Class: Lot U: Reference U: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Permit No: CBC2018-0475 Status: Closed - Finaled Applied: 08/20/2018 Issued: 10/16/2018 Permit Finaled: Inspector: TFraz Final Inspection: 8/1/2019 1:51:14PM Print Date: 08/01/2019 Job Address: 2882 Whiptail Loop, 100 Permit Type: BLDG-Commercial Parcel No: 2091200700 Valuation: $4,837,040.00 Occupancy Group: U Dwelling Units: Bedrooms: P r( i. ' of Carlsbad Commercial Permit Project Title: Description: ZODIAC: 104,000 SF SHELL TO OFFICE T.I. Applicant: Owner: ERNESTO SANTOS . R A F GROUP LOT 8 LLC 1010 S Coast Highway 101, 103 619-517-5679 ENCINITAS, CA 92024 Contractor: BURGER CONSTRUCTION 11760 Sorrento Valley Rd, Ste A SAN DIEGO, CA 92121-1018 858-755-1800 BUILDING PERMIT FEE ($2000+) $11,171.62 BUILDING PLAN CHECK FEE (BLDG) $4,574.44 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL . $1,510.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $170.00 MANUAL BUILDING PLAN CHECK FEE . $3,245.69 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $178.00 PUBLIC FACILITIES FEES - inside CFD $46,990.76 SB1473 GREEN BUILDING STATE STANDARDS FEE $194.00 SEWER BENEFIT AREA FEES m E $72,070.74 SEWER CONNECTION FEE (General Capacity all areas) $18,950.40 STRONG MOTION-COMMERCIAL $1,354.37 TRAFFIC IMPACT Commercial-Industrial w/in CFD $94,848.00 Total Fees: $255,258.02 Total Payments To Date: $255,258.02 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follbw the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov CCityof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value So I • PC Deposit Date Job Address 7}t5L WI Tenant Name: _____ Fire Sprinklers: no Air BRIEF DESCRIPTION OF WOR) APN: 20 CT/Project #: Lot SI:_________ El Addition/New: New SF and Use, _New SF and Use, Deck SF, Patio Cover SF (not including flatwork) 10 Tenant Improvement: SF, Existing UsePj' 04%cp Proposed Use l SF, Existing Use —Proposed Use U Pool/Spa: SF Additional Gas or Electrical Features? 0 Solar: KW, Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes/ No 0 Plumbing/Mechanical/Electrical Only: 0 Other: 2? (1••fl if i:s Pfr APPLICANT (PRIMA Ry) I PROPERTY OWNER Name: fr Yvu Name: t vir Address: 3,O3 Ft4"tlk AmM, Address: IN C.. ','4 City: 50,M. C) State:C Zip: 2I 0 3 City: &,111 L4 i el State:_CltZip: g . 2. q Phone:41'3- I1 -c i ' Phone: Email: kOa J.a1C4t4Y(EmaiI: € f'p ñd(a j(DUIOt UJyvl.. DESIGN PROFESSIONAL Name: 1o('Yecv_ Address: 3(ô'3 City: 4qt1 _i State: I_Zip: qmO Phone: 4,1' 1)- S1o1 Email: •t. Architect State License: C CONTRACTOR BUSINESS Name: Burner Const Address: 11760Sorrento ValleyRd#A City: San Diego State: CA zip:9212' Phone: R5R-7-1 ROO Email: sacha@burqercon.com State License: 504587 Bus. Llcense:BLOS 204028 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, priorto its issuance, also requires the applicant for such permit to file a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she 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 (S500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingta'carlsbadca.gov B-2 Page 1 of 2 Rev. 06118 (OPTION A): WORKERS'COMPENSATION DECLARATION: I heorby affirm under penalty of perjury one of the following declarations: I'] I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 370001 the Labor Code, For the performance of the work which this permit is issued. Cli have and will maintain worker's compensation, as required by 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 Company Name: State Compensation Fund Policy No. 9112633 Expiration Date: _0I01/18 O 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 be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawfui, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3705 of the Labor Code, Interest and attorney's lees. CONTRACTOR SIGNATURE: Ck 4-&2L JAGENT DATE: (OPTION B): OWNER-BUILDER DECLARATION- / hereby affirm that lam exempt from Contractor's License Law for the following reason: 0 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). O 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). o i am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed properly improvement. 0 Yes Cl No 2.1 (have/ have not) signed an application bra building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address I phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address/ phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address/ phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there is construction lending agency for the performance of the work this permit Is Issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? 0 Yes Cl No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYes Cl No is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Dyes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOIRE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Ckrttherl to enter upon the above mentioned property for inspection purposes. IALSOAGREETO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINSTAIL UA91Lfl1ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID OFf IN CONSEQUENCE OF THE GRANTING OF THIS PE M1T.OSHP An OSHA permit is required for excavations over 5'O' deep and demolition or construction of stsucturesover3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become nut and void if the building or work authorized by such permit Is not commenced within 180 daysfrorn the date of such permit or if the building orwork authorized by such permit issuspended or abandoned at any time after the work is commenced tiara period of days (Section 106.4. niforrn Building Code). APPLICANT SIGNATURE: YIAJ.iZ DATE:41r 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@carIsbadCagov B-2 Page 2 of 2 Rev. 06(18 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 0311612019 0311512019 BLDG-23 086187.2019 Passed Andy Krogh Complete GaslTesURepairs Checklist Item COMMENTS Passed BLDG-Building Deficiency 24 hour gas test completed Yes 0311912019 0311912019 BLDG-Fire Final 084065-2019 • Passed Dominic Fieri Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes 03I21I2019 03/2112019 BLDG-Final 086710-2019 Partial Pass Andy Krogh Reinspection Incomplete Inspection Checklist Item COMMENTS • Passed- BLDG-Building Deficiency TCO ok, final pending list on back of card No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 0612612019 0612512019 BLDG-24 095658-2019 Passed Andy Krogh Complete RoughlTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Wall for restrooms No BLDG-Building Deficiency Gas test release Yes BLDG-Building Deficiency Warehouse Yes BLDG-Building Deficiency Four floor box trenches (see plans) Yes Drywall in offices (see plans) 08/01/2019 0810112019 BLDG-Final • 099256-2019 Passed Paul Bumette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO Ok, final pending list on back of card Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes August 01, 2019 -- -- Page 12 of 12 BLDG-Building Deficiency Main electrical switch gear Ok for meter Yes release BLDG-Building Deficiency Transformers Yes 02/15/2019 02/15/2019 BLDG-84Rough 083986-2019 Passed Andy Krogh Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Rfi required for door headers Yes Frame-Steel-Bolting-Welding (Decks) BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwalls, see plans Yes BLDG-44 As noted on mechanical plans Yes Rough-Ducts-Dampers 02/2012019 02120I2019 BLDG-Final 084074-2019 Partial Pass Andy Krogh Reinspection Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Ok to move furniture and equipment into No building pending fire approval BLDG-Plumbing Final No BLDG-Mechanical Final• No BLDG-Structural Final No BLDG-Electrical Final No 03/13/2019 03/13/2019 BLDG-Final 085917-2019 Failed Andy Krogh Reinspection Inspection Checklist Item COMMENTS - Passed Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptall Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-Building Deficiency 02/12/2019 02/12/2019 BLDG-34 Rough 083714.2019 Electrical Checklist Item Transformers need torqued Main electrical switch gear Ok for meter release Partial Pass Andy Krogh COMMENTS No Yes Reinspection Incomplete Passed BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 03/14/2019 03/14/2019 BLDG-23 086073-2019 GaslTestlRepalrs Checklist Item August 01, 2019 Okt&move furniture and equipment into No building pending fire approval No No No No Partial Pass 'Andy Krogh Reinspection COMMENTS Passed Yes Complete Incomplete Complete BLDG-Building Deficiency Start 24 hour gas test Incomplete Page 11 of 12 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled . Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 0112412019 0112412019 BLDG-86 T-Bar, 082078-2019 Ceiling Grids, Overhead - Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 0113012019 0113012019 BLDG-85 T-Bar, 082699-2019 Ceiling Grids, Overhead Partial asnoted on plans Yes Yes Yes Yes Yes Partial Pass Andy Krogh Reinspection incomplete COMMENTS Passed Partial as noted on plans Yes Yes Yes Yes Yes Partial Pass Michael Collins Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency . Partial as noted on plans Yes BLDG-Building Deficiency 1/30/19, T-grid at Rm 202,217,232 & 234 Yes BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical . Yes BLDG-44 Yes Rough-Ducts-Dampers 0113112019 91131/2019 BLDG-85 T-Bar. 082763-2019 . Partial Pass. Andy Krogh Reinspection Ceiling Grids, Overhead Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout . Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 0211112019 0211112019 BLDG-34 Rough 083443-2019 Failed Andy Krogh Reinspection Complete Electrical . August 0l.2019 . . Page loofl2 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: •2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled. Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes BLDG-86 T-Bar, 081224.2019 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial as noted on plans Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG44 Yes Rough-Ducts-Dampers 0111712019 0111712019 BLDG-44 081569-2019 Partial Pass Andy Krogh Reinspection RoughlDuctslDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes BLDG-85 T-Bar, 081568-2019 Partial Pass Andy Krogh Reinspection Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial as noted on plans Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers Incomplete Incomplete 0112312019 0112312019 BLDG-44 081843.2019 Partial Pass Andy Krogh Reinspection Incomplete Rough!DuctslDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes BLDG45 T-Bar, 081844.2019 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, Overhead August ol,2019 Page 9of12 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaied Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0110812019 01108/2019 BLDG-23 080748.2019 Passed Andy Krogh Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Completed 24 hour test Yes BLDG-Building Deficiency Start 24 hour test Yes 0110912019 0110912019 BLDG-17 interior 080752-2019 Partial Pass Andy Krogh Reinspection Incomplete. Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial Yes Hard lid framing for Break Room OK 12/28/18 BLDG45T-Bar, 080860-2019 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS . Passed BLDG-Building Deficiency Partial as noted on plans Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers S 01/10/2019 0111012019 BLDG-85 T-Bar, 081012-2019 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial as noted on plans Yes BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout . Yes BLDG-34 Rough Electrical Yes BLDG-44 . Yes Rough-Ducts-Dampers 0111412019 0111412019 BLDG-17 Interior 081223.2019 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item . COMMENTS Passed BLDG-Building Deficiency Partial Yes Hard lid framing for Break Room OK 12/28/18 BLDG-44 081222-2019 Partial Pass Andy Krogh Reinspection Incomplete Rough/Ducts/Dampe S rs August ol,2019. Page 8of12 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-85 T-Bar, 079935.2018 Failed Andy Krogh Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 1212812018 1212812018 BLDG-17 Interior 080066.2018 Partial Pass Tim Frazee Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 0110312019 01103/2019 BLDG-85 T-Br, 080271.2019 Ceiling Grids, Overhead Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 01/0712019 01/07/2019 BLDG-23 080499-2019 Gas/Test/Repairs Partial Hard lid framing for Break Room OK 12/28/18 Partial Pass Andy Krogh COMMENTS Partial as noted on plans Partial Pass Andy Krogh COMMENTS Yes Reinspection Incomplete Passed Yes Yes Yes Yes Yes Reinspection Incomplete Passed BLDG-Building Deficiency Start 24 hour test • Yes BLDG-85 T-Bar, 080498.2019 Partial Pass Andy Krogh Reinspection Incomplete Calling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial as noted on plans Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical • Yes BLDG-44 Yes Rough-Ducts-Dampers Page Augustol,2019 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 • Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete , Checklist Item COMMENTS Passed BLDG-Building Deficiency Electrical touchilg copper pipe No BLDG-Building Deficiency No one onsite 12/3/18 No BLDG-44 078320-2018 Failed Andy Krogh Reinspection Complete RoughlOucts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/11/2018 12111120118 BLDG-24 078488.2018 Partial Pass Andy Krogh Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Wall for restrooms No BLDG-Building Deficiency Four floor box trenches (see plans) Yes Drywall in offices (see plans) BLDG-Building Deficiency Warehouse - Yes 12/17/2018 12/17/2018 BLDG-17 Interior 079013-2018 Passed Paul Burnette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall completed Yes BLDG-Building Deficiency Partial offices Yes 1211912018 1211912018 BLDG-34 Rough 0793$8-2018 Partial Pass Andy KrOgh Reinspection Incomplete Electrical • - Checklist Item COMMENTS Passed BLDG-Building Deficiency Main electrical switch gear Ok for meter Yes release BLDG-44 079357-2018 Partial Pass Andy Krogh • • Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 12/21/2018 1212112018 BLDG-I8 Exterior • 079657-2018 Cancelled Andy Krogh Reinspection Complete Lath/Drywall Checklist Item COMMENTS • Passed BLDG-Building Deficiency No 12127/2018 12/2712018 BLDG-18 Exterior 079936-2018 Passed Andy Krogh Complete Lath/Drywall Checklist Item COMMENTS • Passed BLDG-Building Deficiency Wrong code, interior at restroom walls only Yes August ol.2019 - • .Page 6of12 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: - Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary inspector Reinspection Complete Date Start Date 1210312018 12103/2018 BLDG-14 077690.2018 Failed Andy Krogh Reinspection Complete FramelSteellBoltingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-Building Deficiency No one onsite 12/3/18 No BLDG-34 Rough 077692.2018 Failed Andy Krogh Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No one onsite 12/3/18 No 12/04/2018 1210412018 BLDG-17 Interior 077823.2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed ----------..............1 - BLDG-Building Deficiency Demising wall completed Yes 12/06I2018 12/0612018 BLDG-84 Rough 078124.2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) -Checklist Item COMMENTS Passed BLDG-14 Rfi required for door headers Yes Frame-Steel-Bolting-Welding (Decks) BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough .electrical inwalls, see plans Yes BLDG-44 As noted on mechanical plans Yes Rough-Ducts-Dampers 12/07/2018 1210712018 BLDG-17 Interior 078267.2018 Failed Andy Krogh Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial offices Yes BLDG-Building Deficiency Demising wall completed Yes BLDG-24 078256.2018 Failed Andy Krogh Reinspection Complete RoughlTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-Building Deficiency 12/1012018 12/1012018 BLDG-34 Rough 078319.2018 Electrical Wall for restrooms Four floor box trenches (see plans) Drywall in offices (see plans) Failed Andy Krogh No Yes Reinspection Complete August ol,2019 • Page 5of12 Permit Type BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 1112112018 1112112018 BLDG-14 076799-2018 Partial Pass Andy Krogh Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-17 Interior 076801-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial offices Yes BLDG-Building Deficiency Demising wall completed Yes BLDG-24 076800-2018 Failed Andy Krogh Reinspection Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Wall for restrooms No BLDG-Building Deficiency Four floor box trenches (see plans) Yes Drywall in offices (see plans) 11I26I2018 11/2612018 BLDG-14 076893-2018 Partial Pass Andy Krogh Reinspection Incomplete Frame/SteellBoltingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 11I2712018 11/27/2018 BLDG-84 Rough 077041-2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS .' Passed DLIJ% In nil 14UlllIUflWl I Frame-Steel-Bolting-Welding (Decks) BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwalls, see plans Yes 11/29/2018 11/29I2018 BLDG-84 Rough 077349-2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS • Passed BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-14 Rfi required for door headers Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwalls, see plans Yes BLDG-44 As noted on mechanical plans • Yes Rough-Ducts-Dampers August ol,2019 Page 4of12 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 1013112018 1013112018 BLDG-17 Interior 074728.2018 . Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial Yes 1110212018 1110212018 BLDG-24 074939-2018 Partial Pass Tim Frazee Reinspection Incomplete Roughlropout Checklist Item COMMENTS Passed BLDG-Building Deficiency Four floor box trenches (see plans) Yes Drywall in offices (see plans) 1110612018 1110612018 BLDG-17 Interior 075314-2018 Partial Pass Andy Krogh - Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS -- Passed BLDG-Building Deficiency Partial offices and demising wall Yes 1110712018 1110712018 BLDG-84 Rough 075480-2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Rfl required for door head&rs No Frame-Steel-Bolting-Welding (Decks) BLOG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwalls, see plans Yes 1111312018 1111312018 BLOG-17 Interior 075788-2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item . COMMENTS Passed - BLDG-Building Deficiency BLDG-Building Deficiency 11I15I2018 1111512018 BLDG-17 Interior 076186-2018 Lath/Drywall Checklist Item BLDG-'Building Deficiency BLDG-Building Deficiency BLDG-21 076185-2018 UndergroundlUnderf loor Plumbing Checklist Item Demising wall completed Yes Partial offices Yes Partial Pass Andy Krogh Reinspection COMMENTS Passed Partial offices Yes Demising wall completed Yes Partial Pass Andy Krogh Reinspection COMMENTS Passed Incomplete Incomplete BLDG-Building Deficiency As noted on card Yes August 01, 2019 Page 3of12 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LLC Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 Scheduled Actual Inspection Type Inspection No. IInspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-81 073964-2018 Partial Pass Andy Krogh Reinspection incomplete Underground Combo(11,12,21,31) Checklist item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-11 Foundation-Ftg-Piers Yes (Reber) BLDG-12 Steel-Bond Beam Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring 10/2512018 10/2512018 BLDG-IS insulation 074192-2018 Passed Andy Krogh Checklist Item COMMENTS Passed BLDG-Building Deficiency Demising wall Yes BLOG-84 Rough 074193-2018 Failed Andy Krogh Reinspection Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-14 Rfi required for door headers No Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwalls, see plans Yes 10/26I2018 1012612018 BLDG-I4 074420-2018 Partial Pass Andy Krogh Reinspection FrameISteel1Boltlng/ Welding (Decks) Checklist Item COMMENTS - Passed BLDG-Building Deficiency As noted on card Yes 1012912018 1012912018 BLDG-21 074468.2018 Partial Pass Andy Krogh Reinspection Underground/Underf -) . loor Plumbing Checklist item COMMENTS - Passed Complete Complete Incomplete Incomplete BLDG-Building Deficiency As noted on card Yes 10/30/2018 10/30/2018 BLOG-17 Interior 074570-2018 Failed Andy Krogh Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Incomplete screws No BLDG-21 074569-2018 Partial Pass Andy Krogh Reinspection Incomplete UndergroundlUnderf loor Plumbing August ol,2019 Page 2ofI2 Permit Type: BLDG-Commercial Application Date: 08/20/2018 Owner: R A F GROUP LOT 8 LW Work Class: Tenant Improvement Issue Date: 10/16/2018 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2882 Whiptail Loop, 100 Carlsbad, CA 92010-6708 IVR Number: 13306 I Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 01/11/2019 BLDG-14 081217.2019 Cancelled Andy Krogh Reinspection Complete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS , Passed BLDG-Building Deficiency As noted on card Yes BLDG-Building Deficiency No one onsite 12/3/18 No 1011712018 10/17/2018 BLDG-84 Rough 073335.2018 Partial Pass Tim Frazee Reinspection Incomplete Combo(14.24,34,44) Checklist Item COMMENTS Passed BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwal!s, see plans Yes 10/22/2018 : 10/18/2018 BLDG-81 073608-2018 Partial Pass Andy Krogh Reinspection Incomplete Underground Combo(11.12,21,31) Checklist Item COMMENTS Passed BLDG-il Foundation-Ftg-Piers S No (Reber) BLDG-12 Steel-Bond Beam No BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 No Underground-Conduit Wiring BLDG-84 Rough 073510-2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24.34,44) Checklist Item COMMENTS Passed BLDG-14 Wall framing, see plans Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Rough electrical inwalls, see plans Yes 10/23/2018 1012212018 BLDG-16 Insulation 073700.2018 Failed Andy Krogh Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial interior walls Yes BLDG-21 073701-2018 Partial Pass Andy Krogh Reinspection Incomplete Underground!Underf . loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency As-noted on card Yes August ol,2019 Page lofl2 EsGil A SAFEbui1t'Company DATE: 10/1012018 L3 APPLICANT -flJRIS. JURISDICTION:,,, City of Carlsbad- PLAN CHECK #.: CBC2018-0475 SET: hr PROJECT ADDRESS: 2882 Whiptail Loop Suite 100 PROJECT NAME: ZODIAC T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Lii 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. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. El The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list hasbeen sent to: EsGil staff did not advise the applicant that the plan check has been completed. El EsGil staff did advise the applicant that the plan check has been completed. Person contacted:c- Telephone #: Date contacted: ( : Email: Mail Telephone Fax n Person El REMARKS: By: David Yao Enclosures: EsGil j 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuilf Company DATE: 10/5/2018 0,APPLICANT JURISDICTION: City of Carlsbad fl J URIS. PLAN CHECK #.: CBC2018-0475 SET: II PROJECT ADDRESS: 2882 Whiptail Loop Suite 100 PROJECT NAME: ZODIAC T. I. 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 until corrected plans are submitted for recheck. LI 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: Ernesto Santos liii EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Ernesto Santos Date actQd KIsb' (b 0-9 j5kan :Telephone Fax In Person 6~R Telephone #: 619-517-5679 Email: ernestohollanderdg.com By: David Yao Enclosures: EsGil 9/27/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0475 10/5/2018 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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 and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 1. Provide a single line diagram for the new service. Include the following information: SHEET E8.02 has not been revised. . Number of meters. Specify the Utility fault current available throughout. Additional service disconnects will require the existing service disconnecting means signage (including both the existing and new) to be updated. Include an example of the signage: "Electrical Service Disconnecting Means - of ", etc. and designate the disconnect switches requiring this signage on the single line. CEC 230.2 SHEET E8.02 has not been revised. Describe the transformer grounding electrode system design: The electrode conductor sizing and the electrodes description. CEC 250.30(A)(4) SHEET E8.02 has not been revised. Panelboards located on the secondary side of transformers require "Main" protection. Please provide within 25' of the transformer. CEC 408.36 SHEET E8.02 has not been revised. City of Carlsbad CBC2018-0475 10/5/2018 Out swinging door(s) equipped with panic hardware are required for access doors for rooms containing electrical equipment rated 800 amperes or more. Revise the architectural design and door schedule. CECI 10.26(C)(3). A02.0IA mentioned in the response does not include this information. Note: If you have any questions regarding this Electrical, and Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEW NUMBER: cbc18-475 SET: II PLAN REVIEWER: Connor Reuss NOTE: All updated EsGil plumbing and mechanical responses are bolded. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Cleanouts are required to be installed above all urinals. Please address. CPC 707.4. Please show the cleanouts above all urinals in the plumbing plans on sheets P4.IA through P4.2A Detail the gas regulator requirements: An accessible shut-off valve installed prior to the regulator and vented to the exterior. CPC 1208.7.5(1) & 1210.11. Provided responses states, "Ventless regulator used per exception CSAZZI .8." Please explain where this exception can be found in the California Codes (Plumbing, Mechanical, Building, Energy etc.). MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing. And termination areas. CIVIC 310.0 & CPC 814.0. Please address the following regarding the condensate waste design: Please describe secondary condensate drainage method for all indoor fan coils that are not readily visible and are capable of damaging the building if condensate overflow occurred (exception to the damage of a replaceable lay-in ceiling tile). CPC 814.2 On the bottom of sheet P4.1 B, the condensate continuation line states, "see P4.2A (second floor)," yet the top of P4.IA (first floor) also seems shows a condensate waste line continuation from sheet P4.1 B. Please clarify. City of Carlsbad CBC2018-0475 10/5/2018 Please review CPC section 814.1 .1 for the requirements for the use condensate pumps. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT rl EsGil A SAFEbui1tCompany DATE: 8/30/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0475 SET: I PROJECT ADDRESS: 2882 Whiptail Loop Suite 100 PROJECT NAME: ZODIAC T. I. O APPLICANT 0 JURIS. LIII 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. LI 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 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: Ernesto Santos E EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Ernesto Santos Telephone #: 619-517-5679 Date co : (b ) Email: ernestohollanderdg.com Mail Telephone Fax In Person LII REMAR By: David Yao Enclosures: EsGil 8/23/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0475 8/30/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2018-0475 JURISDICTION: City of Carlsbad OCCUPANCY: B USE: office TYPE OF CONSTRUCTION: VB ACTUAL AREA: 104000 sf ALLOWABLE FLOOR AREA: unlimited? STORIES: 2 HEIGHT: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/20/18 DATE INITIAL PLAN REVIEW COMPLETED: 8/30/2018 OCCUPANT LOAD: - DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/23/18 PLAN REVIEWER: David.Yao 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 2016 CBC, which adopts the 2015 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 2015 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 CBC2018-0475 8/30/2018 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: 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 and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 2. The current green code should be 2016 CGC. Please clarify on the plan. (note 5 under sheet AOO.02 shows 2010 CGC?). Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Showerheads 1.8 gpm @ 80 psi When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm, or the shower shall be designed so that only one head is on at a time. CGC 5.303.3.3.2. City of Carlsbad CBC2018-0475 8/30/2018 Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. Please refer to the following corrections for plumbing, mechanical, electrical and energy items. To speed up the review process, please 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: U Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEW NUMBER: cbc18-475 SET: I PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants (B, A-3, S-I). Detail if any existing plumbing fixtures are to remain. Cleanouts are required to be installed above all urinals. Please address. CPC 707.4 Floors shall slope to the floor drain locations. Please detail on the architectural floor plans. CPC 418.5 Air-conditioning condensate waste cannot connect directly to sinks (only lavatories) shown in detail #8 on sheet P7.1. Please correct. CPC 814.5. Note: See CPC 814.6 for allowable connections. City of Carlsbad CBC2018-0475 8/30/2018 The existing 2" main water line on sheet P5.IA is under sized per the water pipe sizing calculations on sheet P1.0. The calculated load demand shown in the Water Calculation Table is 79 GPM yet a 2" water pipe size shown in the Pipe Size Schedule- Copper Pipe can on handle 71 GPM. Please address. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees! Energy Standards 110(c)(3) and (bathtubs, bidets, and showers (120 degrees/CPC. 408.3, 409.4). Note: The water heater thermostat may not be used for compliance Please provide the make, model and description of fixture symbol BFP-1 in the Plumbing Equipment Schedule om sheet P0.1. Drinking fountains are required by CPC Table 422.1 for this occupancy type (if the occupant load exceeds 30. CPC 415.2). Review the requirements of this Table and provide as necessary. Note: If food is consumed indoors, water stations may be substituted for drinking fountains. CPC 415.2 Detail the gas regulator requirements: An accessible shut-off valve installed prior to the regulator and vented to the exterior. CPC 1208.7.5(1) & 1210.11 Provide the following information concerning the gas-powered water heater: Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 509.0 11. Hot water recirculating loop systems requirements. Detail the following: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line (See CPC 608.3 for expansion tank requirements.) MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Occupancy A-3 and B!S-1 require a 1-hour fire rated separation per CBC Table 508.4. Please distinguish which part of the building is considered a A-3 occupancy and show the required fire/smoke damper for any duct penetrations of fire rated assemblies. CBC 717. Please explain why some areas within the scope of this permit are hatch marked in the mechanical plans. Outside and return air source locations are limited by CIVIC 311.3. Please review your clearances between rooftop warehouse exhaust fans and existing AC units. City of Carlsbad CBC2018-0475 8/30/2018 Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.3.1.1. Please provide. City approval for use of an outside ladder is required. Roof access ladders require landings at no greater a separation of 18', measured from floor level. CMC 304.3.1.2 Detail the primary and secondary mechanical condensate waste deisgn: Pipe sizing, routing. And termination areas. CMC 310.0 & CPC 814.0. Specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (6) and use (not to be used for rigid elbows or fittings). Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Provide a single line diagram for the new service. Include the following information: . Number of meters. Specify the Utility fault current available throughout. Grounding and bonding details. Note: Multiple metallically isolated water supplies are installed to this building; All need to be bonded to the electrical system. Note: Multiple services supply a single building. Describe all service(s) electrode system and the common bonding design between all services. Additional service disconnects will require the existing service disconnecting means signage (including both the existing and new) to be updated. Include an example of the signage: "Electrical Service Disconnecting Means - of ", etc. and designate the disconnect switches requiring this signage on the single line. CEC 230.2 Describe the transformer grounding electrode system design: The electrode conductor sizing and the electrodes description. CEC 250.30(A)(4) City of Carlsbad CBC2018-0475 8/30/2018 Panelboards located on the secondary side of transformers require "Main" protection. Please provide within 25' of the transformer. CEC 408.36 Provide ventilation for the rooms containing transformers. Out swinging door(s) equipped with panic hardware are required for access doors for rooms containing electrical equipment rated 800 amperes or more. Revise the architectural design and door schedule. CECII0.26(C)(3). Access doors are required to be located at each end of large services (1,200 amperes or more and over 6' wide). Please review, the design and provide double the CEC 11 0.26(A)(1) clearance distance or add an additional door. See CEC 110.26 for additional design options. Emergency illumination is required to be installed in electrical equipment rooms. Please provide. CBC 1008.3.3 CEC 700.16 Egress (emergency back-up) lighting is required for exterior landings of required exit doors/exterior stairways located at other than the level of exit discharge. Please add to the plans. At least (1) convenience receptacle outlet shall be installed within 50' of the electrical service (Does not apply to one and two family residential occupancies). CEC 210.64 A minimum overhead clearance distance of 6' shall be maintained above electrical equipment (panels, distribution boards, MCC, and Services). Please review the plans. CEC 110.26(E) For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Instantaneous water heaters (rating greater than 2 kW) shall have isolation valves and hose bibs installed on both the cold-water supply and hot water output piping. ES 110.3 Hot water recirculating loop systems requirements: Detail the following: (See ES 110.3 for specifics) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. 0 Pump isolation valves City of Carlsbad CBC2018-0475 8130/2018 A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) Demising wall insulation: Wood framed U--factor not greater than 0.099 or metal framed walls not greater than 0.151. See JA4.3 & JA4.4.3.3 for design options. ES 120.7(b)7. Note: Metal framed demising walls require continuous insulation. Recirculating hot water piping is required to be insulated as follows: 1" pipe size or less: 1" thick insulation, larger pipe sizes require I /" insulation. Also: Hot & Cold within 8' of the water heater. ES Table 120.3-A. The electrical service metering capability must comply with Table 130.5-A in the Energy Standards. Describe on the electrical plans how these requirements will be satisfied. For addition and alternation applicability see ES 141.0(a) (Additions) or 141.0(b) Alternations. The disaggregation of electrical loads (separation of circuiting by category) per Table 130.5-13 Energy Standards is required. Review and submit a revised electrical system design. (Note: 10% of any separated load may be any category of branch circuit) All exterior lighting must be controlled by a photocell and an automatic scheduling control device. EM 130.2(c) If this newly constructed building includes a parking design of over 10 spaces compliance with Table 5.106.5.3.3 is necessary. Provide the following design requirements: Location of EVSE, power source location and future power availability, raceway design, and EV termination identifications. Note: If you have any questions regarding this Electrical, and Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad CBC2018-0475 8/30/2018 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. REMODELS. ADDITIONS AND REPAIRS When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. Provide details to show the restrooms at second floor comply with all the current disabled access requirements. Existing drinking fountains (if any) must be shown to comply with all accessibility features. GENERAL ACCESSIBILITY REQUIREMENTS ACCESSIBLE SINKS 2. Per Section 11 B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: A clear floor space at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. Section 11 B-606.2. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11 B-606.4. END OF DOCUMENT City of Carlsbad CBC2018-0475 8/30/2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0475 PREPARED BY: David Yao DATE: 8/30/2018 BUILDING ADDRESS: 2882 Whiptail Loop Suite 100 BUILDING OCCUPANCY: B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) office T. I. per city 4,837,040 Air Conditioning Fire Sprinklers TOTAL VALUE 4,837,040 Jurisoiction Code 1C0 By Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance v Type of Review: 21 Complete Review El Structural Only o Repetitive Fee Repeats 0 Other Hourly Hr. © * EsGil Fee I $6,814.39 Comments: Sheet of LL pzciffccaaiiuiiicluml oiiglnge,Iii DC .=... san 19O. Ca 92104 920.2703790 Project Information Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Project Descr: Tenant Improvement Printed: 16 AUG 2018, 10:26PM Project Title : Zodiac Pools .' Description : Tenant Improvement N. 5013 I.D. : * * Address : 2882 Whiptail Loop, Carlsbad, CA 92008 j. S'RUC1t \ Project Leader : Pacific Coast Structural Engineering or CAO Phone : Fax : eMail : cpfeiffer©pcse-sd.com Project Notes The scope of work includes the structural detailing of movable partitions and mechanical equipment anchorage. Index Cover Seismic Coeff Roof Framing Check Hanging Unit — Mezz HanginJit — Ceiling Jst Roo1*. tinits 0 %J V" ~S . INIO ëQfl pages 1-2 3-5 . 8-9 10-12 13 14-21 22-24 Lliu clvlltccouillnlctllrllenuln5e,ffihllc 4384 niss5pl SI. sin a Iaiidaao.ca92104 S527Oi16 Building Code Information Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Project Descr: Tenant Improvement Printed: 16 AUG 2018, 10:26PM File = E:104W0RK-12018tPCSEl218O31—VIzodiac.ec6 Governing Code City Jurisdiction : City of San Diego Contact Name Alternate Contact Building Official Address Phone Notes L1i eacillccoaslstiucln,al englneeflhiaHc 4384ns*i SL sob 1 amdWca92164 858.270.3798 wcse.stm Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Project Descr:Tenant Improvement Printed: 16 AUG 2018, 10:26PM ASCE Seismic Base Shear I story concrete shear wall building with steel deck roof Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure: "II" : All Buildings and other structures except those listed as Category I, Ill, and IV ASCE 7-10, Page 2, Table 1.5-I Seismic Importance Factor = 1 ASCE 7-10, Page 5, Table 1.5-2 TSERiNEDGd Motion 7 ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping: S5 1.032 g, 0.2 sec response = 0.4010 g, 1.0 sec response Site Class, Site Coiff.and DiiWCàtegory I Site Classification "D": Shear Wave Velocity 600 to 1,200 ft/sec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa&Fv Fa = 1.09 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-fine inteipolation from table values) Fv = 1.60 Maximum Considered Earthquake Acceleration S MS = Fa * Ss = 1.122 ASCE 7-10 Eq. 11.4-1 Ml = Fv * 51 0.641 ASCE 7-10 Eq. 11.4-2 Design Spectral Acceleration S DS= W3 = 0.748 ASCE 7-10 Eq. 11.4-3 Df M12/3 0.427 ASCE 7-10 Eq. 11.4-4 Seismic Design Category D ASCE 7-10 Table 1I.6-1 & -2 rRistijsystem 1 ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System... Bearing Wall Systems 5.lntermediate precast shear walls Response Modification Coefficient "R' 4.00 Building height Limits: System Overstrength Factor "Wa" 2.00 Category "A & B" Limit: No Limit Category "C" Limit: No Deflection Amplification Factor "Cd" 4.00 Category j'!0k NOTE! See ASCE 7-10 for all applicable footnotes. Category "E" Limit: Limit = 40-k Category "F" Limit: Limit = 40-k TLiial Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure - The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-10 12.8 Determine Building Use ASCE 128-7 Structure Type for Building Period Calculaflon: All Other Structural Systems "Ct" value = 0.020 "hn" : Height from base to highest level 25.0 It "x "value = 0.75 "Ta "Approximate fundamental period using Eq. 12.8-7 : Ta = Ct * (hn Ax) = 0.224 sec "TL" : Long-period transition period per ASCE 7-10 Maps 22-12 ->22-16 8.000 sec Building Period "Ta" Calculated from Approximate Method selected 0.224 sec " Ci" Response Coefficient ASCE 7-10 Section I2.8.1.1 S DS: Short Period Design Spectral Response = 0.748 From Eq. 12.8-2, Preliminary Cs - = 0.187 R" : Response Modification Factor . = 4.00 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed = 0.478 "I" : Seismic Importance Factor 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than = 0.033 Cs :Seismic Response Coefficient = 0.1870 ~—Se—ismic Base Shear ASCE 7-10 Section 128.1 Cs = 0.1870 from 12.8.1.1 W(see Sum Wi below) = 0.00 k Seismic Base Shear V = Cs • W = 0.00 k Li I sac Sc coutsliuclural engloserinl 110 4364 mcist.&.tea Ufl 8864, 8592784 858.2703796 I ASCE Seismic Base Shear Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Project Descr: Tenant Improvement Printed: 16 AUG 2018, 10:26PM VrtcaI Distribution of Seismic Forces ASCE 7-10 Section 12.8.3 'k : hx exponent based on Ta: 1.00 Table of building Weights by Floor Level... Level # Wi: Weight Hi: Height (Wi * Hi"k) Cvx Fx:Cvx * V Sum Story Shear Sum Story Moment Sum WI: 0.00 k Sum WI * Hi 0.00 k-ft Total Base Shear = 0.00 k Base Moment = 0.0 k-ft Diaphragm Forces: Seismic DiiiCategory "B' to 'F" ASCE 7-10 12.10.1.1 Level # WI Fl Sum Fi Sum Wi Fpx: Calcd Fpx: Min Fpx: Max Fpx Dsgn. Force Wpx..........................Weight at level of diaphragm and other structure elements attached to it. Fi .............................Design Lateral Force applied at the level. Sum Fl ........................Sum of "Lat. Force of current level plus all levels above MIN Req'd Force @ Level .........0.20 'S o * Wpx . I MAX Req'd Force © Level ........0.40 * S * Wpx Fpx : Design Force @ Level .......Wpx * SUM(x->n) Fi I SUM(x->n) wi, x = Current level, n = Top Level I. I11 j111 jj1 jJ Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: picuiccoatsIengIueering.tic Project Descr: Tenant Improvement .. MWWW SL sub a sand.092I04 XSd.Wu Printed: 16 AUG 2018. 10:26PM ASCE Seismic Demands on Nonstructural Components File = E:tO4WORK-1t2O18PCSEt218O31-1zodiac.ec6 h = 32.0 ft SD$ = 0.750 Description: Hanging Folding Door ap = 1.00 W= 3,400.0 z = 14.00ft R 2.50 I P 1.00 z/h :Actual = 0.44 z/h Design 0.44 Fp Upper Limit = 4,080.00 Fp Calc'd : Components = 765.00 Fp DESIGN : Components = 765.00 Fp Lower Limit = 765.00 Connections = 0.00 Connections = 0.00 Description: Hanging Unit - Mezzanine ap = 2.50 W,= 200.0( z = 14.00 ft R P = 6.00 l = 1.00 z/h :Actual = 0.44 z/h Design = 0.44 Fp Upper Limit = 240.00 Fp Calc'd : Components = 46.88 Fp DESIGN : Components = 46.88 Fp Lower Limit = 45.00 Connections = 0.00 Connections = 0.00 Description: Hanging Unit - Roof ap = 2.50 W p 200.0( Z 32.00 ft R = 6.00 I = 1.00 z/h: Actual = 1.00 z/h Design = 1.00 Fp Upper Limit = 240.00 Fp Calc'd : Components 75.00 Fp DESIGN Components = 75.00 Fp Lower Limit = 45.00 Connections = 0.00 Connections = 0.00 Description: Roof Top Unit ap = 2.50 W 2,100.0 Z 32.00 ft RP = 6.00 I, = 1.00 z/h: Actual = 1.00 z/h Design = 1.00 Fp Upper Limit = 2,520.00 Fp Calc'd : Components = 787.50 Fp DESIGN : Components = 787.50 Fp Lower Limit = 472.50 Connections = 0.00 Connections = 0.00 Description: Roof Top Unit ap 2.50 W P= 1,800.0 Z = 32.00ft R = 6.00 I = 1.00 z/h :Actual = 1.00 z/h Design 1.00 Fp Upper Limit = 2,160.00 Fp Calc'd : Components 675.00 Fp DESIGN : Components = 675.00 Fp Lower Limit = 405.00 Connections = 0.00 Connections = 0.00 Description: Roof Top Unit ap = 2.50 W 750.0( Z 32.00 ft R = 6.00 I = 1.00 z/h :Actual = 1.00 z/h Design = 1.00 Fp Upper Limit = 900.00 Fp Calc'd : Components = 281.25 Fp DESIGN : Components = 281.25 Fp Lower Limit = 168.75 Connections 0.00 Connections = 0.00 a : Component amplification factor, Table 13.5-1 or Table 13.6-1 Fp - Calc'd : Calculated Fp, Eq (13.3-1), Same units as Wp - W : Component operating weight Fp - Upper : Upper Limit on Fp, Eq (13.3-2) (Same units as Wp Z : Height of point of attachment R : Component response modification factor (Table 13.5-1 or Table 13.6-1) Fp - Lower : Lower Limit on Fp, Eq (13.3-3), Same units as Wp I : Component importance factor (Section 13.1.3) Fp - Design : Fp for design purposes, Same units as Wp 11 pictIIccasIsIucLuriIsnutneflgi He 4334' sa]e9o.ca92I04 8512703fl6 Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Project Descr: Tenant Improvement Printed: 17 AUG 2018, 12:16AM Multiple Simple Beam Description: Roof Framing Wood Beam Design: [x4(ä 24"Subpurlins-existinq Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size: 2x4, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - PrIl 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unit Load: D = 0.0080, Lr = 0.020 k/ft, Trib= 2.0 ft Design Summary Max fb/Fb Ratio = 0.978: 1 lb : Actual: 1,542.86 psi at 3.750 ft in Span # I Fb: Allowable: 1,576.96 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.247:1 fv : Actual: 55.60 psi at 0.000 ft in Span # I Fv : Allowable: 225.00 psi Load Comb: +D+Lr+H Max Reactions (k) Q 1. L Left Support 0.06 0.15 Right Support 0.06 0.15 2x4 7.50 ft if Transient Downward 0.334 in Total Downward 0.467 in Ratio 269>240 Ratio 192 >180 LC: Lr Only LC: +D+Lr+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Wood Beam Design: 1MecharcaI Unit Curb Suppor tCalculations per NDS2015 IBC CBcöT6ASCE7-10 BEAM Size: Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb - Tension 900 psi Fc - Prll 1350 psi Fv 180 psi Ebend- xx 1600 ksi Density 31.2 pd Fb - Compr 900 psi Fc - Perp 625 psi Ft 575 psi Eminbend - xx 580 ksi Applied Loads Unit Load: 0 = 0.0080, Lr = 0.020 klft, Trib= 2.0 It Unit Load: L = 0.0880 kIlt. Tnb= 1.0 ft Design Summary Max fblFb Ratio = 0.501-1 fl(O0-W&040) fb : Actual: 580.17 psi at 3.750 ft in Span # I Fb : Allowable: 1,158.27 psi Load Comb: +D+L+H 2-2x6 Max fv/FvRatio = 0.173: 1 7.50 ft fv : Actual: 31.20 psi at 0.000 ft in Span # 1 'I Fv: Allowable: 180.00 psi ________________________________________________________________ Load Comb: +D+L+H Max Deflections Max Reactions (k) Q L LE a V. E if Transient Downward 0.095 in Total Downward 0.120 in Left Support 0.06 0.33 0.15 Ratio 950>240 Ratio 747 >180 Right Support 0.06 0.33 0.15 LC: L Only C: +D+0.750Lr+0.750L+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Project Title: •Zodiac Pools Engineer: Pacific Coast Structural Eng L I Project ID: Project Descr: Tenant Improvement 4384 5L sifta ci 92104 853.2703M Printed: 17 AUG 2018, 12:16AM IMultipleSimple Beam Lic. #: KW-06008437 Licensee PACIFIC COAST STRUCTURAL ENGINEERING, LLC Wood Beam Design: = - - - Calculations per NDS 2015, IBC: 2015, CBC 2016, ASCE 7-10 BEAM Size: 2x4, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 1,600.0ksi Density 31.20pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Anolied Loads Unif Load: D = 0.0080, Lr = 0.020 klft, Tnb= 2.0 It Point L = 0.050 k @4.0 It Design Summary Max fb/Fb Ratio = 0.978: 1 0(0.0160) Lijo.O4O) lb : Actual: 1,542.86 psi at 3.750 ft in Span # 1 Fb : Allowable: 1,576.96 psi Load Comb: +D+Lr+H Max fvlFvRatio = 0.247: 1 fv : Actual: 55.60 psi at 0.000 ft in Span # I Fv : Allowable: 225.00 psi Load Comb: +D+Lr+H Max Reactions (k) Q L LE 5. W Left Support 0.06 0.02 0.15 Right Support 0.06 0.03 0.15 2x4 7.50 ft ft Transient Downward 0.334 in Total Downward 0.467 in Ratio 269 >240 Ratio 192 >180 LC: Lr Only LC: +D+Lr+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: pccDazl85juclurljennJlulmauc Project Descr: Tenant Improvement 4384 ffmbsW St. suba 5fl 8590. 0392104 858.2703796 vAop0304d03m Printed: 16 AUG 2018, 11:27PM General Beam Analysis ILic. #: KW-06008437 Licensee: PACIFIC COAST STRUCTURAL ENGINEERING, LLC Description: Typical long span joist - wl Mach Unit in Middle General Beam Poperiies - Elastic Modulus 29,000.0 ksi Span #1 Span Length 63.0 ft Area = 8.0 inA2 Moment of Inertia 94.0 inA4 Span = 63.0 ft 1TAlied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0080, Lr = 0.0120 ksf, Tributary Width = 8.0 ft. (Existing Roof- reduced live load) Point Load: L = 0.5250 k @ 25.0 ft. (Mech Unit) Point Load: L = 0.5250 k © 32.0 ft, (Mach Unit) DESIGN SUMMARY Maximum Bending = 79.380k-ft Maximum Shear = 5.040 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span # where maximum occurs Span #1 Span # where maximum occurs Span # I Location of maximum on span 31.500ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 12.582 in 60 Max Upward Transient Deflection 0.051 in 14776 Max Downward Total Deflection 20.970 in 36 Max Upward Total Deflection 0.080 in 9463 Load Combination Max stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span # M V Mmax + Mmax. Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vmdomega Overall MAXimum Envelope Dsgn. L: 63.00 ft 1 79.38 79.38 5.04 +D+H Dsgn. L = 63.00 It 1 31.75 31.75 2.02 +D+L+H Dsgn. L = 63.00 ft 1 46.46 46.46 2.59 +D+Lr+H Dsgn. L = 63.00 It 1 79.38 79.38 5.04 +D+S+H Dsgn. L = 63.00 ft I 31.75 31.75 2.02 +D+0.750Lr+0.750L+H Dsgn. L = 63.00 ft 1 78.50 78.50 4.72 +D+0.750L+0.750S+H Dsgn. L = 63.00 It 1 42.79 42.79 2.45 +D+0.60W+H Dsgn. L = 63.00 ft 1 31.75 31.75 2.02 +D+0.70E+H Dsgn. L = 63.00 It .1 31.75 31.75 2.02 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 63.00 It 1 78.50 78.50 4.72 +D+0.750L+0.750S+0.450W+H Dsgn. L = 63.00 It 1 42.79 42.79 . 2.45 +D0.750L+0.750S+0.5250E+H Dsgn. L = 63.00 It 1 42.79 42.79 2.45 +0.60D+0.60W+0.60H Dsgn. L = 63.00 It 1 19.05 19.05 1.21 +0.60D+0.70E+0.60H Dsgn. L= 63.00 ft 1 19.05 19.05 1.21 Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: uaflccoastsizucluraIengIneeHntic . Project Descr: Tenant Improvement 4304 nis.9, SdMa sail dWA Ca 02104 851270.3798 - Printed: 16 AUG 2018, 11:27PM General Beam Analysis File= E.W4WORK-11201BIPCSE%218031-llzodiac.ec6 Lic. #: KW-06008437 Licensee: PACIFIC COAST STRUCTURAL ENGINEERING, LLC Description : Typical long span joist - wl Mach Unit in Middle Overall Maximum Deflections Load Combination Span Max. Defi Location in Span Load Combination Max. +" Defi Location in Span +D+Lr+H 1 20.9700 31.815 0.0000 0.000 rVeiiicil Rions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.040 5.040 Overall MINimum 0.575 0.475 +D+H 2.016 2.016 +D+L+H 2.591 2.491 +D+Lr+H 5.040 5.040 +D+5+H 2.016 2.016 +Ds0.750Lr+0.750L+H 4.715 4.640 +D+0.750L+0.750S+H 2.447 2.372 +D+0.60W+H 2.016 2.016 +D+0.70E+H * 2.016 2.016 +D+0.750Lr+0.750L+0.450W+H 4.715 4.640 +Do0.750L+0.7505+0.450W+H 2.447 2.372 +D40.750L+0.7505+0.5250E+H 2.447 2.372 +0.60D+0.60W+0.60H 1.210 1.210 +0.60D+0.70E+0.60H 1.210 1.210 DOnly 2.016 2.016 Lr Only 3.024 3.024 L Only 0.575 0.475 S Only W Only E Only H Only ff1 Fan Coil Max Wgt= 200 lbs —r 31& DIA I4At-I SOP (I) EA GOFNER RI ROD STIFF AS GR maxy3 r I i I I I, - Pacific coast structural engineering, llc 4384 mississippi st, suite a Project: 218031 Zodiac Pools TI - FC san diego, ca 92104 858.270.3796 Tand .iwiIuiIiIil.liimI1IiTi www.pcse-sd.com Prepared By: MCP Date: 8/17/2018 ''- Fan Coil Support LF I I I iII I I I I IA HLTI I5-DZ AHGI4CI &r IA UII.Tl IB-12 A1IR (IGG ER 1411) 2 MM 043120 \ flGC ER ,qr,; 3 )lfl ED I4IRGP GGM..ER I MAt-SW WWI 64RQ GOIPI.tR s WARn M30 in 20.1 in. I www.hilti.us Profis Anchor 2.7.7 Company: Pacific Coast Structural Eng Page: 1 Specifier: Project: Zodiac Pools TI Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 8/17/2018 E-Mail: cpfeiffer@pcse.sd.com Specifiers comments: Hanging Fan Coil Support I Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof- Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.Ib] Kwik Salt TZ.CS3/8(2) h815 = 2.000 in., hnom = 2.313 in. Carbon Steel SAFE--ET 5/1/2017 1 5/11/20119 Design method ACI 318-11 / Mech. e, = 0.000 in. (no stand-off); t = 0.500 in. 15 x ç, x t = 2.000 in. x 2.000 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 3000, f,'= 3,000 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B: no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 Huh AG, FL-9494 Schaan Hilti is registered Trademark of Hilt! AG. Schaan www.hiltLus Profis Anchor 2.7.7 Company: Pacific Coast Structural Eng Page: 2 Specifier: Project: Zodiac Pools TI Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 8/17/2018 E-Mail: cpfeiffer@pcse-sd.com 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity PN !Pv (%] Status Tension Pullout Strength 225 1,212 19/- OK Shear Steel Strength 72 1,466 -/5 OK Loading PN pv Utilization PN,V 1%1 Status Combined tension and shear loads 0.186 0.049 5/3 7 OK 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially-on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Huh AG. FL-9494 Schaan Hilli is a registered Trademark of Hilti AG. Schaan Pacific coast structural engineering, lic IPcse 4384 mississippi st, suite a Project: 218031 Zodiac Pools TI - FC 1 san diego, ca 92104 environment design with _ 858.270.3796 and www.pcse.sd.com . Prepared By: MCP Date: 8/17/2018 Fan Coil Support ' J f I S1E Wt_=_1.,0_0__1 bs_max_ ._ - -WIDE 12 C IiiE.IIII',IiiII1liIII'IIiiIhiiIiII STRAP i 2*.. LONG L - W/ !0SMS I ONIS11UT 000 CHANNEL PERPENDICULAR TOCEILINOJOIST WI BLKG EA. DE OF 'JN)T r' ELNGJe ST w/ - - - - N., BLOCKING A. CHANN - ip i5TL WASHER. 1 --- jSM - -. CA. . 3008 (MIN) _-( N - ____ - - 36 in - _dlv._by_ 4_barg.rs__5O TURNS. M.1 - THREADED ROD LA. CORNER I (max) IF V EXCEEDS 50 THE DIAMETER OF 'WE ROD. THEN. A CHANkEL TIMES SeirnicJ--L = Oi,...3i3_WsjL- STIFT— 4 o..38_2.oO_lb. 7 div by 2 braces 38 lb 20.1 in The. - - _Ccnnect..thn_Chc]c_ L1T..eksi.o.r?1.. 5...oLlb...± _J_i_._]_I_ Hange.rroii:-il—i— _(j381ih_xI3j_in_i_2k_..i_in_) .1318_kb. LLL _Ui_W_E_ Tbe_rap1.tthe 1 hartg1r.LaagLeLbfLt!. IIJT.l _ ] J I I _ITA.SL[.2fl2_.J.b.. QK I h[oxpL2,J4_ktandkrsLdktU 1.1 I I I aiLt .31i ikibe- _.i_IThs..lk1_X AN_kO...° IT on-=—[381 _ 1ISbLa...4..3A_1L. - _]_I_ - _J_l_ _1_ I _ L _ Ml LL -5 ape11ic_1_1_ - ornLNflSJ1..ah.1e 1. ...28_-~_ 1_ -5-2 _I.._1Jj1.......Lb.... -X— 1.111-11b (.2.k3_)_x 1 EomJ.NflSJ1'.a le1.M[>_4_[Sh.aLO.3b. _. -t-----1---i--1-I-i--- i-f- pacjliccoastsliucluralengineenng,Hc JOB Zodiac Pools Tenant Improvement - Carlsbad I 4384 nfssissippi sUuftea SHEET NO. OFsan diago, ca 92104 CALCULATED ______________ BY MCP DATE 8/17/2018 So $51 CHECKED BY DATE aVAMpse-Actim EpuiDment Anchorage Forces Determine anchor forces at equipment support points. Based on ASCE 7-10, Chapters 13 Input Data Equimpment Data and Information AC Rooftop Mech Unit Equipment name or ID Wt = 2.10 Operating weight, kips c.g. = 28 Height of Center of Gravity of Equipment Above Slab, in. B. = 142 Longer dimension of anchor pattern, in. B, = 86 Shorter dimension of anchor pattern, in. N. = 10 Number of anchors in Longer dimesion N = 6 Number of anchors in Shorter dimension Seismic Factors F, = 0.38 WP Seismic Design Force Per Section 13.3.1 S. = 0.75 Spectral acceleration for short period per Eqn. 11.4-3 Omega = 1 Overstrength Coefficient, Table 13.6-1 Output Data - Anchor Forces Anchor Group Design Anchor forces for anchor groups per 2013 CBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 = (V,) = 11.0 x Fp x TxOmega] = 798 lb E = (Vi) = 11.0 x Fp x WtxOmega = 239 lb M = c.g. = 22,344 in-lb M, = IEhx x c.g. = 6,703 in-lb EF a =(N) = i(1.2x Wt)+(O.2SDSX wt)I = EF,=(N) = I(0.9x Wt)—(O.2SDSx wt) = 2,835 lb Eq. 16-5 (Use for interior foundation reinf.) 1,575 lb Eq. 16-7 (Use for anchor and perimeter foundation reinf.) Single Anchor Design Anchor forces for corner anchors per 2013 CBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Comply with ASCE 7-10 Section 13.4.2 (Anchors in concrete shall be designed in accordance with Appendix D of ACI 318 -. - Overstrenpth Demand Level M ____ Strength Level Tension (N) = + = NoTens NxxBy NyxB (2Nx+2Ny-4) Strength Level Shear (V) = Ehy 12 +[ E 12 L 30 lb +2Ny - 4)[J [(21V + 2Ny - 4)IJ [ Proprietary software is provided by Simpson Anchors and Hilti USA to design anchor groups and single anchors: CONNECTION SIZES A I 318 016 1351 FIELD P01(6 SUPPLY KNOCKOUT 6 3 DIA 1701 FIELD PURER SUPPLY 000CIIOUI C 3 518 016 6921 FIELD POWER SUPPLY KNOCKOUT 118 DIA 1221 FIELD CONTROL WIRING HOLE £ 314--14 NP! CONDENSATE DRAIN NOTES: I. DIMENSIONS ARE IN INCHES DIMENSIONS IN I I ARE IN MILLIMETERS. S CENTER OF GRAVITY 010, DIRECTION OF AIR FLOW CONDENSER COIL Certified Drawing for ZONE 1-45-20 TON AT 6760CFM Project: Carlsbad Oaks North - CGK 07/30/2018 Prepared By: 12:09PM 115-718 4023 HORIZONTAL RETURN WITHOUT 41-SIR 110511 OUIIUZOITAL ECONOMIZER RETURN AIR HORIZONTAL 3 -118 11441 810 ECONOMIZER UPPLY LE 53-314 - 1136 51 -114 - 5518 1843 19114 11443 .iPl—', (1381 318 14 (593329-314 - 6 1141158, Big,, 9 (1 591 -37-liZ 19511 BACK SO -Ill - (12891 AL M WIO EcWI I,1 OUTDOOR AIR 68 fl HOOD 68119 F 117271 (OPTIONAL) (1J03 it Loo:_ 11 I HORIZONTAL RETURN 18-318 ____________ (4073 II ECONOMIZER HO _ _______ 14-1 A.B.C—" NIT 5-SIR 1356, 'izFW 61-518 (1431 (15(41 8-116— •—I 1-118 12063 ..-9----- ii - (lUll (2791 14161 BACK 13293 - 14-718 12-lie - LT (3191 L. DISCHARGE WI EM ool1 A m€II amm 24-118 4 r 66301 j 4-3I4 19229 ELECTRICAL 41 LOCATION - AI DISCONNECT 45-318 B (11513 IN 4-314 -.--I - (2391 LT (1221 14931 CORTROI. FILTER INDOOR I 1_______________ 805 .. ACCESS AND 11100000 61.01(6 ACCESS -I14 PANEL COIL PAREL 2241 I OUTS1DE1' ••ACCESI PANEL - ___________ PJTh1 49-318 112533 I AIR ELECTRIC HEAT ___________ I POWER FINAlIST (ION ACCESS PANEL __ - PURER EXHAUST (OPTIONAL) f lOON LIFTING D HAN LE FRONT -.-I 2-518 (671 TIP T- k VERTICAL VERTICAL CURB RETURN AIR IUPPLY AIR WIDTH 141-112 (35951 CONDENSER COIL 66-318 (21943 RIGHT Packaged Rooftop Builder 1.49i . Page 2 of 7 Certified Drawing for ZONE 1-45-20 TON AT 6760CFM Project: Carlsbad Oaks North - CGK 07/30/2018 Prepared By: 12:09PM I URITED P.S. 551 415111101 055141611. 15 61.1. 1.005111! 55 CAJOlES C01FSIATI41I TECIRIIOL005ES 50601.511.. • 11.10 05 011151.150 1011 TI! 1505165 colslflol 1.1101 SRI ISIJIRlIl101 61. 1.5610 00111161 05 11I1 ItlITlIll BILL SITS! 0L61E0 05 03(0 IITI6 65110611 0005 ROT C016TIIOII M. PIlT0IlA IL CARRIER 11611 I60b1.11*16011 00111(1 (411111. 01(11.1.656100 CUITIO6T. I STANDARD UNIT WEIGHT IS WITHOUT ELECTRIC HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNER B x ORNERD CORNER C TOP r-- -- __ z FRONT I 015 I SITE IU01561110 ' 5OTCO 24 SINGLE ZONE ELECTRIC I 50HE501636 I A 20F2 111/09/101 05/24/10 I HEAT PUMP UNIT KID WIlT WEIGHT S CORNER RETORT (A) CORNER NECIN) CORNER VEIGHT ICR CURLIER RELENT ID) IRS. KU. LOS. KU. LBS. KU. LBS. 1.6. LBS. GO. 0 T 501CO24 2100 135 534 243 DII 235 SIR 225 533 242 43 11U921 BR ill 11163) 16.5 (4191 Packaged Rooftop Builder 1.49i Page 3 of 7 CURB IDS AND SIDES RE ATTACHED ACH TO CURB TEK (4)SCREWS #loxl/2 ' 14 GA MICROHOLD' TACH TO UNIT 4 5 FORM NO.: SEM IN DESIGN CRITERIA: -60 FT. TALL BUILDING MAX. - EXPOSURE C CURB MICROHQI.D RFQUIRFMENTS: -155 MPH, 3-SECOND GUST WIND SPEED -(3) MICROHOLDS PER LONG SIDE - RISK CATEGORY III & IV -(0) MICROHOLDS PER SHORT SIDE FHE UMCMDpRoouc,aouo,uHcLueTI%RounhImaSulrrnvrCs I%17I$5 MicroMeti Corporation ANCHORAGE DETAILS TO ROOF: Z Indianapolis, IN.'—, 6624822 TYPICAL FLAP! VIEW ST#f 4TT4(Y(IWMT (BE.4MBYOTHERS) Sparks, NV. (800) 8844662 Longview, TX. (903)2484800 U _________ : I.D. 'f1 : 11 , (14 A307 1/2" DIA BOLTS, WELD OPTION: (14% A307 1/2" DIA. BOLTS W/ WASHER CENTERED '(2.5') LONG iir FILLET W/ WASHER CENTERED DRAWN BY: IR DATE: 11I01016 MEETS SEISMIC FOR REQUIREMENTS . . 'WELDS ARE PERMITTED 2016 CBC & 2015 IBC • ON FLANGE. (2) EACH LONG SIDE, ho BE USED IN PLACE OF (2) EACH LONG SIDE. MEETS REQUIREMENTS FOR • . JONFLANGE. EACH SHORT SIDE lEACH BOLT INDICATED (1) EACH SHORT SIDE CORNER ANCHORS Isv THE STEEL ATTACHMEN (2) CORNER ANCHORS 155 MPH. . a r DETAIL, EQUALLY SPACED a2" 60' BUILDING HEIGHT MAX. • . • C = 6" I C-S 114"x 7 SIMPSON SOS WI 14MUt UI5tRIVUC, -JI4CMbbUU HER. CENTERED ON CURB FILTERED SIMPSON TITEN HD, 4GE ENTERED ON CURB FLANGE ACH LONG SIDE, 8" MINIMUM SPACING, ACH SHORT SIDE i C=8" ANCHORS '6) EACH LONG SIDE, 3) EACH SHORT SIDE I" (2) CORNER ANCHORS a3" ______ 1.760 --H 1.000 ~-4 3.000 CURB END DETAIL KNOCK DOWN CURB CORNER DETAIL MICROHOLD DETAIL UNIT TO CURB ATTACHMENT DETAIL TYP. UNIT #10 TEK SCREW TYP. uNIrS f— BASE RAIL #12 TEK SCREW NAILER MICROHOLD WOOD 0 C 8" 14GACURB 11" 14 GA CURB 1414 GA CURB CRBK.MRT78FA-08 Series 08" TALL 230 LBS. —)'CRBK-MRTT8FA-11 Series 11" TALL 260 LBS. CRBK.MRTT8FA-14 Series 14" TALL 310 LBS. MAX UNIT WEIGHT 3314 lbs. I ' V • 'V 1 pacific coast stiuctural engineenug, lit JOB Zodiac Pools Tenant Improvement - Carlsbad IJnaTVA'1vw.pcse-sd.cam 84mississippistsuea SHEET NO. OF 858.270.3796 CALCULATED BY MCP DATE 8/17/2018 I 85 CHECKED BY DATE EpuiDment Anchorage Forces Determine anchor forces at equipment support points. Based on ASCE 7-10, Chapters 13 Input Data Equimpment Data and Information AC Rooftop Mach Unit Equipment name or ID Wt = 0.50 Operating weight, kips c.g. = 25 Height of Center of Gravity of Equipment Above Slab, in. B = 48 Longer dimension of anchor pattern, in. B, = 32 Shorter dimension of anchor pattern, in. N. =7 Number of anchors in Longer dimesion N = 5 Number of anchors in Shorter dimension Seismic Factors F, = 0.38 WP Seismic Design Force Per Section 13.3.1 Scc = 0.75 Spectral acceleration for short period per Eqn. 11.4-3 Omega = 1 Overstrength Coefficient, Table 13.6-1 Output Data - Anchor Forces Anchor Group Design Anchor forces for anchor groups per 2013 CBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5,3a and 13.3.1 E5Y(VY) =I1.0x Fpx 144x0inega 1 = 190 lb E(V) =1.0xFpxWtx0inega = 571b M.= lEhy x cg. = 4.750 in-lb M, = x c.g. = 1,425 in-lb EF=(N) = [(1.2x Wt)-4-(O.2SDSx wt)I = EF(N) = I(0.9x Wt)—(O.2SDSX Wt)I = 675 lb Eq. 16-5 (Use for interior foundation reinf.) 375 lb Eq. 16-7 (Use for anchor and perimeter foundation reinf.) Single Anchor Design Anchor forces for corner anchors per 2013 CBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Comply with ASCE 7-10 Section 13.4.2 (Anchors in concrete shall be designed in accordance with Appendix D of ACI 318 - - M Overstrenpth Demand Level M y in Strength Level Tension (N) = + - ___________________ = 8 lb NxxBy NyxB (2N+2Ny-4) Strength Level Shear (V) = Ehy 12 + 1(2NX _Ei _1 L 10 lb 1(2N +2Ny —4)1j 2N +y —4) Proprietary software is provided by Simpson Anchors and Hilti USA to design anchor groups and single anchors: t0ZRSEP FILEClAlE. MUM "IL I ,lr. 0!l If' WON EOIOICTICII 511(8 3/6' (65) DI, FIELD PCAE4 SUPPLY HELE 2 (503 II? 10850 SUPPLY KNOCROUT C I 314 (III Dli G936( &C(iS 11175 I) 118" 1221 318 FuLl COUTUII. 610:15 ioui ( 114"-14 414 COIIFInI1F 08414 / III - (RU 8.9 ?L9tK 3IWI.I UILJUPUUI HOP-IlL-dOlL C4441 IIIS( HOLES R(OLIII(C FOR USE CR3T010I00IMI — 101(11114 PIlE 9(0-fl HILl :oisu SIDE USE 518(7 P63.I ;53 1114 I.8 (22.21 £ ¶51 11/ I.E (00.23 814' 7OuE8 1 I/l' (28.5, FOR "YHI$J-f HE -&03EP41 F?C01,Y loTTIE.. rllriocs 101 0919 0.1 ARE 971410(0 (II FCI 'IHrR Sb" c i, — 100 701(0,. OEIEIIDINI 08 4100 SIZE Certified Drawing for 3 TON Project: Carlsbad Oaks North - CGK - 08/03/2018 Prepared By: . 10:49AM Norm: IJT1 El Vu •I(TITITT C? CETEUT CTTIPETIC? a, iiut hillEl ci 8871 J U I. 01 N!lC0L4t I.JhCIWEsS]3N$ I ia. COPCTAVICI'l ilifliT cUiTCll. of cIco or loAm? 8uIKWOU ° 4- ' DIIAWIN3 REPRESENTS PRODUCT GUILT OCIOUC mommy 180111 IA31I SEE GETAIL "6 141 C, I. mOo U!5(CIION or hill fl.* 0111(0,08 iios lISA 01148 $331112 SKI MIHLO 33 310 -4 • 16.81 CCOR0PI7EK low opT:omoL, —T 1[1~1111'111v1A111K*1'_' .-' E,100E 10.314 (AlT. CCA — • I 14014 09(7745 04 141,114 I7ifl * SFPN IUPPLI 06.1.2 I 88PPLI I II &:o io,i.AIR c Topi fill r h Age MAT ) J1 I I Al I - fr loso] / — - 1051 1.1011 167 PElAIL 0 (010] yp 088(14 (4(4) III COIL II 112 (494] 1 0-314 (1481 40-Ill I I I ORIOLE—' ORIOLE—' I I I T -k--- I- I 28-ISO —.-J I t I (1323 (11873 I T4-358 I I (8831 Il-Ill I loLlEr LEFT 410841 FEON IUIPLI PEWRN RIGHT F LOP I ITC C.AIUIrICATIIN I :II(CI I o.rc I 511C8CE0C9 I I U.S. CC11:NSR 2 O 5 I 01-28-16 I 02-22-10 I 501C0 94-06 S3U6L 20781 ELECTRIC I IM FISUP 48185)2800 I El I A Packaged Rooftop Builder 1.491 . Page 3 of 10 - Certified Drawing for 3 TON Project: Carlsbad Oaks North - CGK 08/03/2018 Prepared By: 10:49AM 139 VC1 :4 USED 1114V 0I13D T 4601 90TH 4:04041:44 RIP 112 3A014 13,11 ' SWU 1002 • (OPIIOIALI CORNER A rORNER R - I ID CORNER C I lOP I I 30 (1.11 I ouciii I 1.01601 , I 002110$ I muGln rn I C$44E11 lincol (Cl I (030011 4.0. $E:GIT IN I I14101T I I I I i.o I I L6L I 06. I L87 $. ILlS. I 6. I Ills. I llG I I I I £01004061 475 I I Ill I I iê 14 I 1,8 I I ,o I 51 303,2 (6351123 316 16,41,111311 :411:1 I *150405 0 I 243 I III I 70 I ti 47 I 130 I I , I 6 34 n (11121141 IN i:oiIro Ifl :311:1 I 1UllU0Nl 613 I 2(1 I H. I I IS '0 I III 44 I 152 I 04 24 31' $0241120 lit 15421120 oil .5,1.1 LEFT - RIGHT - CORNER 415011 FRONT 60261: u. 103 ou 0101.20 cL1&oio0Es LOCIL cools om jjllsflbr:ols 1121 FIEV1IL. FRONT (6 18 I 1UI0T I 314 19147173 I 30 I I TOP I 12 CI82rnn3 I 12 1 TO CA07IrICATIGr4 I olloll 04T( 1141040005 I SOSCO 04-06 SINGLE 400(0 CLICORIC U.S. OCCS:OSR I 310- 5 I oi-oe-io I 02-22-10 J H('iT FU$P 44T65)2800 Packaged Rooftop Builder 1.491 Page 4 of 10 KNOCK DOWN CURB CORNER DETAIL MICROHOLD DETAIL UNIT TO CURB ATTACHMENT DETAIL ,..-TYP. UNIT TYP. UNITS BASE RAIL #12 TEK SCREW NAILER 3' SIMPSON 508W! CENTERED ON CURB .ONG SIDE HORT SID ER ANCHORS1 UNIT WEIGHT 1099 lb.. -8" CURB ENDS AND SIDES ARE ATTACHED WITH TABS 1 1 2 I 3 I 4 I 5 I FORM NO.: WIND DESIGN CRITERIA: -60 FT. TALL BUILDING MAX. - EXPOSURE C CURB MICROIIOLD REOUIREMRNTS: .155 MPH, 3-SECOND GUST WIND SPEED -(2) MICROHOLDS PER LONG SIDE - RISK CATEGORY III & IV -(0) MICROHOLDS PER SHORT SIDE THE gYANDARDPROaUCTa0SNOTINCLUQIIROUOII THE SIDE IVICEHOLES MicroMeti Corporation ANCHORAGE DETAILS TO ROOF: Indianapolis, IN. (800) 662.482k TYPICAL PLAN VIE W - - - - (HE-AbIff OTHERS) Sparks, NV. (800) 8844682 Lonyvlew, TX. (903)248.4800 '-')j : ]12% CitUUiff ID. I.D.. : 1p- i717ilI5'\ (12) A307 1/2" DIA. BOLTS Awl iI2" DIA. BOLTS, FILLET 'WI WASHER CENTERED W/ WASHER CENTERED (38 WA Fl) (6' (4 (4) DRAWN BY: IR DATE: 11/01/2016 MEETS SEISMIC REQUIREMENTS FOR , ON FLANGE, 'WELDS ARE PERMITTED ON FLANGE,a. ITO BE USED IN PLACE OF 1(1) EACH SIDE, C 2016 CBC & 2016 IBC (1) EACH LONG SIDE LONG lEACH BOLT INDICATED 1(1) EACH SHORT SIDE EACH SHORT SIDE MEETS REQUIREMENTS FOR CORNER ANCHORS ISV THE STEEL ATTACHMEN11 (2) CORNER ANCHORS 165MPH, , 0.21 IDETAIL, EQUALLY SPACED Ia 2" 60' BUILDING HEIGHT MAX ,.rGUST. EXP C c SPACING 1 CORNER ANCHORS a -6' I I 8 GA CURB FRAME 11.4 GA CURB FRAME 14" 16 GA CURB FRAME CRO14410II11A44 Sorlee 00" TALL 70' 9. CRSK-SRTI2FA-11 Series 11" TALL 00 LBS. CR.K-8RT12PA-I4 SurI,,o 14 TALL 100 L3. LUJLJ Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: pacuuccuslsljucunulneerlslIle Project Descr: Tenant Improvement 4384 uTlIss8sIpc1 stmiaa 84n8400,ca92104. 8582703788 wcie1dm Printed: 17 AUG 2018, 9:49AM Zteel•Beam - Lic. #: KW-06008437 Licensee: PACIFIC COAST STRUCTURAL ENGINEERING, LLC Description: Movable Partition Support Beam CObEREFEREPTCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2018 Miril Prii -- 1 Analysis Method: Allowable Strength Design Fy: Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending L(0.12) W14x43 Span = 28.0 ft rApplied Loads -] Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: L = 0.0120 ksf, Tributary Width = 10.0 ft, (Partition) Maximum Bending Stress Ratio = 0.092: 1 Maximum Shear Stress Ratio = 0.027:1 Section used for this span W14x43 Section used for this span W14x43 Ma: Applied 15.974k-ft Va : Applied 2.282 k Mn / Omega : Allowable 173.653k-ft Vn/Omega : Allowable 83.570 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 14.000ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.134 in Ratio = 2,501 >=600 Max Upward Transient Deflection 0.000 in Ratio = 0 <600 Max Downward Total Deflection 0.182 in Ratio = 1842 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 rMimum Forcei&Stresses f6r Load I Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax- Ma Max Mnx Mnxl0mega Cb Rm Va Max Vnx Vni0mega +D+H Dsgn.L = 28.00 ft 1 0.024 0.007 4.21 4.21 290.00 173.65 1.00 1.00 0.60 125.36 83.57 +D+L+H Dsgn.L = 28.00 ft 1 0.092 0.027 15.97 15.97 290.00 173.65 1.00 1.00 2.28 125.36 83.57 +D+Lr+H Dsgn. L= 28.00 ft 1 0.024 0.007 4.21 4.21 290.00 173.65 1.00 1.00 0.60 125.36 83.57 +D+S+H Dsgn.L = 28.00 ft 1 0.024 0.007 4.21 4.21 290.00 173.65 1.00 1.00 0.60 125.36 83.57 +D+0.7501r+0.750L+H Dsgn.L = 28.00 ft 1 0.075 0.022 13.03 13.03 290.00 173.65 1.00 1.00 1.86 125.36 83.57 +D+0.750L+0.750S+H Dsgn. L= 28.00 ft 1 0.075 0.022 13.03 13.03 290.00 173.65 1.00 1.00 1.86 125.36 83.57 +D+Q.60W+H Dsgn. L = 28.00 ft 1 0.024 0.007 4.21 4.21 290.00 173.65 1.00 1.00 0.60 125.36 83.57 +D+0.70E+H Dsgn. L = 28.00 ft 1 0.024 0.007 4.21 4.21 290.00 173.65 1.00 1.00 0.60 125.36 83.57 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 28.00 ft 1 0.075 0.022 13.03 13.03 290.00 173.65 1.00 1.00 1.86 125.36 83.57 +D+0.750L+0.750S+0.450W+H Dsgn. L= 28.00 ft 1 0.075 0.022 13.03 13.03 290.00 173.65 1.00 1.00 1.86 125.36 83.57 +D+0.750L+0.7505+0.5250E+H Dsgn. L= 28.00 ft 1 0.075 0.022 13.03 13.03 290.00 173.65 1.00 1.00 1.86 125.36 83.57 +0.60D+0.60W+0.60H Dsgn. L= 28.00 ft 1 0.015 0.004 2.53 2.53 290.00 173.65 1.00 1.00 0.36 125.36 83.57 Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Pacific coast stniclur.Iengiiie.iiniUc uft Project Descr: Tenant Improvement sin o,cl92IO4 e53.210.3796 ,w.pc5e10.m Printed: 17 AUG 2018, 9:49AM Steel Beam Description: Movable Partition Support Beam Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx VnOmega +0.60D+0.70E+0.60H Dsgn. L 28.00 It 1 0.015 0.004 2.53 2.53 290.00 173.65 1.00 1.00 0.36 125.36 83.57 flOII Maximum DifIiions Load Combination Span Max. "-" Defi Location in Span Load Combination Max. + Dell Location in Span +D+L+H 1 0.1824 14.080 0.0000 0.000 TVèrticil Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum . 2.282 2.282 Overall MiNimum 0.361 0.361 +D+H 0.602 0.602 +D+L+H 2.282 2.282 +D+Lr+H 0.602 0.602 +D+5+H 0.602 0.602 +D+0.750Lr+0.750L+H 1.862 1.862 +D+0.750L+0.750S+H 1.862 1.862 +D+0.60W+H 0.602 0.602 +D+0.70E+H 0.602 0.602 +D+0.750Lr+0,750L+0.450W+H 1.862 1.862 +D+0.750L+0.750S+0.450W+H 1.862 1.862 +0+0.750L+0.750S+0.5250E+H 1.862 1.862 +0.60D+0.60W+0.60H 0.361 0.361 +0.60D+0.70E+0.60H 0.361 0.361 D Only 0.602 0.602 Lr Only L Only 1.680 1.680 S Only WOnly 4 E Only H Only L I I Uill paclticcoast5liuctunldngluvinllit 4384= St 54184 San ego.ca42IO4 858.2702796 Project Title: Zodiac Pools Engineer: Pacific Coast Structural Eng Project ID: Project Descr: Tenant Improvement Printed: 17 AUG 2018, 9:49AM I ZifILoad on Slab Lic. #: KW-06008437 Licensee: PACIFIC COAST STRUCTURAL ENGINEERING, LLC Description: Movable Partition Post Code References - - - 1 Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 Analytical Vahies d - Slab Thickness 6.0 in Ks - Soil Modulus of Subgrade Reaction 100.0 pci FS - Req'd Factor of Safety 3.0 :1 Ec - Concrete Elastic Modulus 3,122.0 ksi - Concrete Compressive Strength 3.0 ksi - Poisson's Ratio 0.150 Mm. Adjacent Load Distance 41.304 in Analysis Formulas Pn = 1.72 [(Ks RI I Ec) 10,000 + 3.6] Fr d'2 Min Adjacent Column Distance = 1.5 * ( (Ec d A 3 1(12 * (1- u'2) Ks] A 1/4) Ks = Soil modulus of subgrade reaction Ec = Concrete elastic modulus Ri = 50% plate average dimension * sqrt( PIWid PILen) /2 d - Slab Thickness Ec = Concrete elastic modulus u - Poisson's ratio Fr - Concrete modulus of rupture = 7.5 * sqrt( fc) Ks = Soil modulus of subgrade reaction d - Slab Thickness f Load & Capacity Table I Plate (in) RI Applied Concentrated Load on Plate - (kip) Governing Pu Pn Load ID Wid Len (in) I D Lr L S W E Ld Comb (kip) (kip) Check P 6.00 6.00 3.00 0.60 1.70 +D+L 2.3 116.0 Pass, FS50.44 ' 3 A I t S,.. SAN DIEGO REGIONAL HAZARDOUS MATERIALS OFFICE USE ONLY RECORD as PLAN CHECK 13EH2-nJ1-V1F1MhF,--MfA77 10, 711j IpD,l:rM I- I PART I: FIRE DEPARTMENT — HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not r.aulred for orolecte within the City of San 585: inoicate ay oramine cam, wnemer your easiness ww use, process, or store any or ins roliowing nazarcous matanais. it any or appiicant must contact the Ire Protection Agency with jurisdiction prIor to plan submittal. on cams are cmaea, Occupancy Rating: Facility. Square Footage (lftciuding propotied proJect): 1041040 7 1. Explosive or Blasting Agents S. Organic Perroddes 9. Water Reactives 13. corrosives l7,. Compressed Gases 8. OxidIzers 10. CryogenIcs 1Ji.,QIher Health Hazards FlammabiafCombustlblo Liquids 7. Pymphoilos , 11. Highly Toxic or Toxic Materials .JIone of These. Flammable Solids & Unstable Reactive. 12. Radioactive. PART It: SAN DIEGO COUNTY DARTMENT OF ENVIR'4MENT4.L IEALTH — 1IWOUS MAER1AL8 DIVISION (HMD): If the answer to any of tit. Questions eyes, appcant must ccr act the .01. ronand Axon e sune 110. set, DIego, CA 92123. Cal (858)5 700 prlorto the issuance ofebulding permit. (*S Accta.o farm rtcd/rsUW4 FEES ARE REQUIRED Project Completion Date: Expected Data of Occupancy: DCaLRP Exempt YES NO (for new constfuddon or remodeling projects) 00*1 WI! i.I Is your business listed on the reverse side of this form? (check all that apply) business dispose Hazardous Substances MedIcal Waato In öd &Jpg Data i your of or any . amount?WMI( mists Will m your business store or handle Hazardous Substances in quantities greater than or equal 1055 gallons. 500 0 CaIARP Required pounds and/or 200 cubic lost? Will your business stare or handle carrinoganslrepmductive toxins In any quantity? oat. initials 5 . WIN your business use an existing or metal an underground storage tank? 6. Will your business store or handle Regulated Substances (CelARP)? 0 CIARP Complete 7 Will your business use or install a Hazardous Waste Tank System (Tills 22, Article 10)7 S. VVKI your business store petroleum In tanks or containers at your lbcllty with a total facility storage capacity equal to Dee In PART ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT tAPCP): The following questions we Intended to Identity the majority of air pollution issues at sic planning stage. Your projed may require addiUon measures not teentMed by these questions. Some residential Gets may be exempt from APCD requirements. For more comprehensive requirements, please contact APCD at apcdcompGadcounty.ca.00v (858) 588-2850: or. 10124 Old Grove Road, San Diego, CA 92131. YES NP Will the project disturb 100 square feat or more of existing building materials? U Will any load supporting structural members be removed? If yes, contact APCD prior to Issuance of a building or demolition permIt. A notlltàatlon may be requk'ed at least 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION br 215 YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building Inspector course? 0 0 (ANSWER ONLY IF QUESTION I or IS YES) Based on the survey results, wit the project disturb any asbestos containing material? If yes, contact APCD prior to the Issuance ova building or demolItion permit. A notification may be required at least 10 working days pilot to commencing asbestos removal. 8. 0 a Will the project or associated construction equipment emit air contaminants? See the reveres side of this form for typical equipment requiring an APCD permIt. If yes, contact APCD prior to the Issuance of building permit 6. 0 0 (ANSWER ONLY IF QUESTION 518 YES) Will the project or associated construction aqtipment be located within 1,000 feet of a school proposed project under penalty of perjury that to the best of my knowledge and belief are true and correct FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:___ FOR OFRC4 USE ONLY: DV. flAT. ate ruamacir tcaAIkW , mo.gssao FOR euii.wne ranwrsur hoT FOR occupxcv aeLcAean FOR occuraxcv APCD ' COUNTY.lIMD APCD COUNTY.HMD APCD 'I Rvwed REVIEWED elfl Q j) of sell - p in wiw gas IN UU5IIW5iw5 tWin 0 VVM HM-9171 (12117) " Affili 4el= or upcoung a rwzamoua M6L5flDI5 OU5Ifliw5 FIDfl. LJUiwF POHn[WHU FGAIIJIMMOHN my bUll Upply County of San Diego - OEH - Hazardous Materials Division S SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD 104 — PLAN CHECK P USE ONLY sp any or me Items are the lbe Protection plan submittal. Occupancy Rating: Facility's Square Footage (Including proposed project): Explosive or Blasting Agents S. Organic Peroxides 9. Water Reaches 13. Coimslvos CompressedGases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flanimable!Cornbustibie.Liqulda 7. Pyropha,lcs Ii. Highly Toxic or• Toxic Materials IS. NOne of These. Flammable-Solid. 8. Unstable Reactives 12. Radioactives I the answer to any. Diego. CA 92123. Call (858)5054700 prIor to the bsuance of a building pernilt FEES ARE REQUIRED Project Completion. Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this fomi? (cileckall that apply). 0 Will your businesedispose of Hazardous Substanoesor MediCal Waste in any amount? 0 Wllyour business store or handle Hazardous Substances In quantities greater than or equal to 65 gallons, 500 . 0 pounds and/or 200 cubic feet? If Will your business more or handle carclnogens/repraductive toxins In any quantity? S. 0 WE your-buslMas. Usean existing.or Install an undergroun arage tank? 6 0 Will your business store or handle Regulated Substances (CaIARP)? 0 win your business useor Install a Hazardous Waste Tank System CTIII6 22, ArtIcle 10)? 0 Will your business-store' petroleum in tanks or'contalners atyour•faclilty.with atdtal facility storage capacity equal to C) CalARP Exempt Date teis (3CalARPRaquifred Date tnitalS o CRIARP Complete Oat. Irgals PART Ill: SAN DIEGQ COUNTY AIR POLLUTION CONTROL DISTRICT IAPCD); Any YES answer reqores a stamp from APCD 10124GM Grove* Road, San Diego, CA 92131 poçdccmogØcourv.ca.00v (858) 586-2650). No stamp required if QI Yes gi 03 Yes ai 04.06 No]. The follov.tngqueations.are Intended to Identify the majorly o air pollutIon Issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCO. Residences are typically exempt, except - those wilhl more than one buUcgng4 on the pmperty single buIidlngs wllh. more Man four dwelling units towrtlomes condos mixed commercial use deliberate m bus residences forming part of a larger project rExcludes garagea-& small outhuildinga YES NO I. 0 Will the project disturb 160 square feet or more of existing building materials? 0 WIN any load supporting structural members be removed? Notification may be required 10 workIng days prior to commencing demolition. 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site SUrveillenpe Technician? U 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be ntquired 10 working days prior to commencing asbestos removal. 0 If WE the project or associated construction equipment emit air contbrnlnanta? See the reverse side of this form or APCD factatreel sdaooiceInfWfacts/oenails.Ddfl for typical eqUipment requiring an APCD pennit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1.000 feel of a school describe bushess activities. I Briefly describe proposed project best of my knowledge and bdie,ns7ade herein are true and correct.. ,7 \ (0I• FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICALUSE ONLY: BY: DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR SURAING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCO COUNTY-HMO APCD COUNTY.HMD APCO -A stamp in this box only exempts businesses Tram completing OT upaanng a Hazardous iviaienais ousviess man. urner pwmiwnu requlromr1w may auu apiiy. HM-9171 (08115) County of San Diego — DElI — Hazardous Materials Division