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2656 GATEWAY RD; 140; CBC2018-0375; Permit
ity of Carlsbad - Print Date: 03/04/2019 Permit No: CBC2018-0375 Job Address: 2656 Gateway Rd, 140 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2132622100 Lot U: Applied: 07/12/2018 Valuation: $113,260.00 Reference U: Issued: 11/01/2018 Occupancy Group: Construction Type: Permit Fina led: U Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 3/4/2019 9:27:46AM Project Title: Description: RICHARD WALKER'S PANCAKE HOUSE: 1,750 SF SHELL TO RESTAURANT TI W/ 591 SF PATIO SEATING Applicant: Contractor: MARK BAUSBACK CLWT 3670 Clairemont Dr, 11 San Diego, CA 92117-5911 P0 Box 4118 858-531-3283 CARLSBAD, CA 92018 760-400-9994 BUILDING PERMIT FEE ($2000+) $675.70 BUILDING PLAN CHECK FEE (BLDG) $472.99 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE A-2 & A-3 Occupancies - TI $609.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PUBLIC FACILITIES FEES - inside CFD $2,061.33 5B1473 GREEN BUILDING STATE STANDARDS FEE $5.00 STRONG MOTION-COMMERCIAL $31.71 Total Fees: $3,999.73 Total Payments To Date: $3,999.73 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov frHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING DBUILDING DFIRE DHEALTH DHAZMATIAPCD (7,city of Building Permit Application 1635 Faraday Ave.,Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8556 Cdflsbad email: buildingcarlsbadca.gov www.carlsbadca.gov Plan Check No.2D(O315 Est. Value 3 2i_.rcJ — Plan Ck. Deposit Date f JOB ADDRESS 'G F*1 P-I) SUITE#/SPACE#/UNIT# 15 te 141? I APN CT/PROJECT # LOT # PHASE 4/ # OF UNITS # BEDROOMS S BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 1 , ROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) ,Vv / p 1jviwr i j41/ w /tiD t-i b-rY1M O9Yt4,$ W 6(1Z?r7", frf,A4, ?ftti70 t&'/ tJ/d/J &3P PAIl 0 frtfl4 / Pt/V4S/(Vb I WVp4- EXISTING USE &I4pr'r 5/4— I PROPOSED USE ft7t1'Vii'r I GARAGE (SF) I PATiOS (SF) I YES N(ØI DECKS(S F) FIREPLACE 1 a. IAJRCONDONING YES m NOE IFIRESPRINKLERS YESNOEJ APPLICANT NAME Primary Contact 4J' PROPERNME ADDRESS ADDRES\( V/ct'7ttS, STATE ZIP ç/O VjO c 96bL% PHONE 32y FAX PHON tt I FM EMAIL EMAIL Mu4, '& 9'ictiGS DESIGN PROF 0 1 tft CONTRACTOR BUS. NAME ADDRESS 5Y ADDRES t) I Y bt< Ak('( cl STAT ZIP Cli's' PHONE 5,56 , FAX PHONE EMAIL ç is EMAIL y-o STATE STATE LIC# ''- II I CLASS I CITY BUS. LICe (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applIcant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is esempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Ogo 0®J Workers' Compensation Declaration: I hereby affirm under penally of perjury one of the following declarations: have and Will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. have and will maintain workers' mpensatlon, as required by Section 3700 of the Labor Code, for the performance of the for which . Is issued. My workers' compensation ipurance colder and policy number are: Insurance Co. Policy No. _I_t Expiration Date_I' 12 section need not be completed if the permit Is for one hundred doll or less. I Certificate of Exemption: I certify that in the performance f the for ch this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compen on cove e unlawfu shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compen don, dams s pro 'tied to Section 06 of the code, interest and attorney's fees. A5 CONTRACT( I - DAGENT DATE ®DsrOWO1QlC 1?O®1 I hereby affirm that lam exempt from Contractor's License Law for the following reason: [J 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 sate (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan 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 sate). [] 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). [J I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement DYes 1:jNo I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name/address! phone I contractors' license number): I will provide some of the work, bull have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): ."PROPERTY OWNER SIGNATURE []AGENT DATE r €®I)O?O VGDOO 0137O®O f®I Ø OOI)?O 0(maeome ipaomavo ®&JS7 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 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. )OCJ @G(I(31 - I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (1) Civil Code). Lender's Name Lender's Address 16 I certifythatl have read the application and state that the above Information isconec and thattheInformation on the plans Is accurate. I agree to comply wlth all City ordinances and State laws relating to bulldingconstructlon. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become nut and void tithe building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). \APPLICANTS SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 07/12/2018 Owner: Work Class: Tenant Improvement Issue Date: 11/01/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/26/2019 Address: 2656 Gateway Rd, 140 Carlsbad, CA 92009 IVR Number: 12500 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 02/20/2019 02/20/2019 Checklist Item COMMENTS Passed BLDG-Building Deficiency Hardlid at dining area Yes BLDG-Building Deficiency 1/30/19, back of house only, not ready. No BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers BLDG-IS 084091.2019 Failed Andy Krogh Reinspection Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Label disconnects, secure equipment to No roof curbs, paint pipes, caulk penetrations Complete 02/25/2019 02/25/2019 BLDG-24 0844782019 Passed Andy Krogh Complete Rough/Topout 02/26/2019 02/26/2019 BLDG-Final 084633.2019 Partial Pass Andy Krogh Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Ok for stock/train/health pending fire Yes approval, no public until reinspection BLDG-Plumbing Final - No BLDG-Mechanical Final No BLDG-Structural Final . No BLDG-Electrical Final No 03/04/2019 03/04/2019 BLDG-Final 085109.2019 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Ok for stock/train/health pending fire Yes approval, no public until reinspection BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final . Yes BLDG-Fire Final 084417.2019 Scheduled Cindy Wong Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No March 04, 2019 Page 5 of 5 Permit Type: BLDG-Commercial Application Date: 07/12/2018 Owner: Work Class: Tenant improvement Issue Date: 11/01/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/26/2019 Address: 2656 Gateway Rd, 140 Carlsbad, CA 92009 IVR Number: 12500 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Hardlid at dining area 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 01/22/2019 01/22/2019 BLDG-Electric Meter 081775-2019 Passed Andy Krogh Complete Release - 01/30/2019 01/30/2019 BLDG-85 T-Bar, 082590.2019 Failed Michael Collins Reinspection Complete - Ceiling Grids, Overhead Checklist item COMMENTS Passed BLDG-Building Deficiency 1/30/19, back of house Only, not ready. No BLDG-Building Deficiency Hardtid at dining area 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 02/01/2019 02/01/2019 BLDG-44 082861-2019 Partial Pass Andy Krogh Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease duct, smoke test . Yes 02/05/2019 02/05/2019 BLDG-44 083125.2019 Partial Pass Michael Collins - Reinspection Incomplete Rough/Ducts/Dampe rs Checklist item COMMENTS Passed BLDG-Building Deficiency Grease duct smoke test Yes BLDG-Building Deficiency Face layer grease duct wrap. See card for Yes note: 02/08/2019 02/08/2019 BLDG-85 T-Bar, 083361-2019 Passed Paul Burnette Ceiling Grids, Overhead Complete March 04, 2019 , Page 4of5 Permit Type: BLDG-Commercial Application Date: 07/12/2018 Owner: Work Class: Tenant Improvement Issue Date: 11/01/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/26/2019 Address: 2656 Gateway Rd, 140 Carlsbad, CA 92009 IVR Number: 12500 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Back of house/kitchen walls only Yes BLDG-Building Deficiency walls front of house Yes BLDG-Final 080496.2019 Failed Andy Krogh Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final . No BLDG-Electrical Final No 01/10/2019 01/10/2019 BLDG-84 Rough 081015-2019 - Passed Andy Krogh Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Hardlid in dining area 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 01/14/2019 01/14/2019 BLDG-23 081283-2019 Passed Andy Krogh Gas/Test/Repairs; BLDG-84 Rough 081230-2019 Passed Andy Krogh Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 Complete Complete Complete 01/17/2019 01/17/2019 BLDG-85 1-Bar, 081578.2019 Partial Pass Andy Krogh Reinspection Incomplete Ceiling Grids, Overhead March 04, 2019 Page 3 of 6 Permit Type: BLDG-Commercial Application Date: 07/12/2018 Owner: Work Class: Tenant Improvement Issue Date: 11/01/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/26/2019 Address: 2656 Gateway Rd, 140 Carlsbad, CA 92009 IVR Number: 12500 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 card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 No Rough-Ducts-Dampers BLDG-Final 079186.2018 Failed Andy Krogh Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 12/2412018 12/24/2018 BLDG-14 079768.2018 Failed Andy Krogh Reinspection Complete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No contractor orisite No BLDG-17 Interior 079767.2018 Failed Andy Krogh Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No contractor onsite No 12/27/2018 12/27/2018 BLDG-15 079883-2018 Failed Andy Krogh Reinspection Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-17 Interior 080043.2018 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall V Checklist Item V COMMENTS Passed BLDG-Building Deficiency Back of house/kitchen walls only Yes 01/02/2019 01/02/2019 BLDG-17 Interior 080196-2018 Partial Pass Andy Krogh Reinspection Incomplete V Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Back of house/kitchen walls only Yes BLDG-Building Deficiency Partial walls front of house Yes 01/04/2019 01/04/2019 BLDG-17 Interior 080562.2019 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall March 04, 2019 Page 2 of 5 Permit Type: BLDG-Commercial Application Date: 07/12/2018 Owner: Work Class: Tenant Improvement Issue Date: 11/01/2018 Subdivision: Status: Closed - Finaled Expiration Date: 08/26/2019 Address: 2656 Gateway Rd, 140 Carlsbad, CA 92009 IVR Number: 12500 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 11/21/2018 11/21/2018 BLDG-21 076781-2018 Passed Andy Krogh Complete UndergroundlUnderf loor Plumbing 11/27/2018 11/27/2018 BLDG-81 077043.2018 Passed Andy Krogh Complete Underground Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-11 Foundation-Ftg-Piers Yes (Rebar) BLDG-12 Steel-Bond Beam Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wring 11/30/2018 11/30/2018 BLDG-Il 077479-2018 Passed Chris Renfro Complete Foundation/Ftg/Pier $ (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency SOG Rebar/Steel; okto pour Yes 12/11/2018 12/11/2018 BLDG-15 078490-2018 Partial Pass Andy Krogh Reinspection Incomplete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires rfl for deleting sds screws and No only a325 attachments 12/13/2018 12/13/2018 BLDG-11 078740.2018 Failed Andy Krogh Reinspection Complete Foundatlon/Ftg/Pier S (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency NO 12/17/2018 12/17/2018 BLDG-84 Rough 078827-2018 Partial Pass Paul Burnette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 12/18/2018 12/18/2018 BLDG-84 Rough 079187-2018 Passed Andy Krogh Complete Combo(I4,24,34,44) March 04, 2019 Page 1 of 5 Jity of Carlsbad Cat I for n I a Special Inspection Agency! Construction Materials Testing Laboratory Final Report City of Carlsbad, Inspection Services Division Planning & Development Review 1635 Faraday Ave. Carlsbad, CA 92008 DATE: 2/27/2019 TO: lnspction Srvicos, Planning and Deve!opcnt R'.w ( 6355 Highway 101 SUBJECT: Satisfactory completion of work requiring Special Inspection PERMIT NUMBER: CBC2018-0375. PROJ ECT ADDRESS: 2656 Gateway Road STE #140, carlsbad, ca. 920051- SPECIAL INSPECTION SERVICES WERE PROVIDED BY SPECIAL INSPECTION AGENCY Ghostrider, ADDRESS P.O. Box 2009 El Cajon, CA 92021 SPECIAL INSPECTOR'S NAME Taylor White (Each special inspector is required to complete and submit this Final Report form) SPECIAL INSPECTOR'S CERTIFICATION NUMBER: San Diego #1287 EXPIRATION DATE: 12/2019 CONSTRUCTION MATERIALS TESTING WAS PERFORMED BY: TESTING LABORATORY/AGENCY: N/A ADDRESS: N/A - RESPONSIBLE MANAGING CIVIL ENGINEER OF THE TESTING LABORATORY: N/A STATE OF CALIFORNIA REGISTRATION NUMBER: N/A EXPIRATION DATE: N/A COMMENTS: Completed Special Inspections on Project Includina: Eooxv Dowelina. Reinforced Concrete & Simpson Titen HD Anchors (ESR 27131. I declare under penalty of perjury that, to the best of my knowledge or as noted above, all the work requiring special inspection and/or material sampling and testing for the structure or structures constructed under the subject permit is in conformance with the approved plans and construction documents the approved Inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by City of Solana Beach Signature ~eez,z. -L (Special Inspector) Executed on: 2/27/2019, Executed on: N/A IN -- L I ---. ______ - r .-' --- —rp--• ---I- This is not a government form, The State, County and City seals only signifies, the inspections are conducted under Federal, State, County and City Codes (2007 C.B.C.). This document is not used for advertising, marketing or promotions. This document is used to convey compliance with the Code. Signature: (Responsible Managing Civil Engineer) Ghostrider inc. Any Where Any Time PH. 760-473-5052 Around the World, Around the Clock Fax 619367-5791 P.O. Box 1120 Fallbrook, CA 92088 E-mail, twghostrider01yahoo.com E-mail, ghostriderinc@hotmail.com CLIENT Owner DATE 2/27/2019 ARCHITECT Mark Bausback Architect 3670 Clairemont Drive, Suite #11, San Diego, CA 92117 ENGINEER POE Consulting Engineers 13484 Appalachian Way, San Diego, CA 92129 CONTRACTOR CLTVT PROJECT Richard Walker's Pancake House ADDRESS 2656 Gateway Road, #140 CITY Carlsbad, CA 92009 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2018-0375 TRACKING# Not Applicable W.O.# Not Applicable - I1r.1i1 - (u;II:4utr I Titen HD Anchor Bolts: 3/8" Titen HD ESR 2713 Approved Plans Available Compressed Air Blow, Brush, Blow Bottle Brush Nylon 1/2" Dia. Edge Distance Per Plans Torque Applied 50 ft-lb Weather Sunny Bright Code:C.B.C.2013 SafetyGear:Hardhats,Glasses REMARKS: Inspected Contractor's installation of Titen concrete anchors for securing wind screen columns on project as shown on RFI #25. Contractor drilled 3/8" Dia. x 3" holes and installed anchors with impact. Anchors were torqued to ESR specifications. Anchors met specifications. Work on project is ongoing. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. For this report to be valid it must have afinal report, signed by the special inspector, stating "Final Report of inspection and material testing". Without a final report this document is invalid. This report covers the locations of the work reported only and doesn't constitute engineering opinion or project control. Time in: Time out: Signature àylor White Authorization: ThL -TVs_________________ I.C.C. & San Diego 1287: This is not o government form. The Federal, State. County and City seals only signify that inspections are conducted under Federal. State. County and City Codes (2013, C.B. C.). This document is not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. Ghostrider, Inc. 01-2008. Rev. (18) 9/2015 Ghostrider inc. PH. 760-473-5052 Fax 619-367-5791 E-mail, twghostnder01yahoo.com CLIENT Owner DATE 12/3/2018 ARCHITECT Mark Bausback Architect 3670 Clairemont Drive, Suite #11, San Diego, CA 92117 ENGINEER PQE Consulting Engineers 13484 Appalachian Way, San Diego, CA 92129 CONTRACTOR CLTVT Any Where Any Time Around the World, Around the Clock P.O. Box 1120 Fallbrook, CA 92088 E-mail, ghostriderinchotmall.com PROJECT Richard Walker's Pancake House ADDRESS 2656 Gateway Road, #140 ary Carlsbad, CA 92009 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2018-0375 TRAO(ING# Not Applicable W. 0. # Not Applicable ij1iir•iii 01 CUUMMMM 115 1 (UIui4I1f Reinforce Concrete Concrete (5) Cyl. Concrete,PSI/PSI: # 4500/3000psi Approved Plans Available Slab-N-Grade Rebar Mix # & Ticket: # Robertson's SD71001C, 3901943 Consolidation Vibration Truck # & Time: # 1350, 8:20 am Placement Concrete Pump Concrete Temp: # 67 Degrees Rebar Clearances Approved Air Temp: U 52 Degrees Rebar Positions Approved Slump Inches: U 3.5" Rebar Sizes Approved Code: C.B.C. 2013 Brake Schedule: U 1@7, 3@28, 1-Hold Rebar Laps Approved REMARKS: Inspected rebar clearances for slab on grade rebar. Rebar clearances were found to be appropriate per approved drawings. Inspected placement of concrete for slab on grade as shown on Detail 1/S2 of approved drawings. Contractor placed concrete by pump. Contractor completed placement of concrete on project. Work on project is ongoing. approved !ans, speqflc applicable sections of the building codes. For this report to be valid it must have offal report, signed by the special inspector, stating "Final Report of inspection and testing opinion or proje Time in: Time out: Signature___________________________ Logue Authorization: THE DEPUTYS I.C.C. & San Diego 1332: This is not a government form. The Federal, State. County and My seals only signify that inspections are conducted under Federal. State. County and City Codes (203. C.O.CJ. This document is not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. Ghostnder, Inc. 01-2008. Rev. (18) 9/2015 Ghostrider inc. Any Where Any Time PH. 760-473-5052 Around the World, Around the Clock Fax 619-367-5791 P.O. Box 1120 Fallbrook, CA 92088 E-mail, twghostrider01yahoo.com E-mail, ghostriderinc@hotmall.com CLIENT Owner DATE 2/19/2019 ARCHITECT Mark Bausback Architect 3670 Clairemont Drive, Suite #11, San Diego, CA 92117 ENGINEER POE Consulting Engineers 13484 Appalachian Way, San Diego, CA 92129 CONTRACTOR CLTVT PROJECT Richard Walker's Pancake House ADDRESS 2656 Gateway Road, #140 CITY Carlsbad, CA 92009 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2018-0375 TRACKING# Not Applicable W.O.# Not Applicable uaaiisiii - Mam I Titen HD Anchor Bolts: 3/8" Titen HD ESR 2713 Approved Plans Available Compressed Air Blow, Brush, Blow Bottle Brush Nylon 1/2" Dia. Edge Distance Per Plans Torque Applied 40 ft-lb Weather Sunny Bright Code: C.B.C. 2013 Safety Gear: Hardhats, Glasses REMARKS: Inspected Contractor's installation of Titen concrete anchors for securing canopy columns on project as shown on RFI sent from EOR. Contractor drilled 3/8" Dia. x 3 34" holes and installed anchors with impact wrench to 40 ft-lbs Work on project is ongoing. I 14 ..- app —rove dislans, iflia—t applicable sections of the building codes. For this report to be valid it must have a final report, signed by the special inspector, stating "Final Report of inspection and material testing" Without afinal report this document is invalid. t constitute engineering opinion or project control1 Time in: Time out: - Signature___________________________ Ian Log Authorization: THE DEPUTYS I.C.C. & San Diego 1332: This is not a government form. The Federal, State. County and City seals only signify that inspections are conducted under Federal. State. County and City Codes (2013. CB. C). This document is not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. Ghostrider, Inc. 01-2008. Rev. (18) 9/2015 Ghostrider inc. Any Where Any Time PH. 760-473-5052 Around the World, Around the Clock Fax 619-367-5791 P.O. Box 1120 Fallbrook, CA 92088 E-mail, twghostrider01yahoo.com E-mail, ghostriderinc@hotmaiLcom DAILY INSPECTION REPORT CLIENT Owner PROJECT Richard Walker's Pancake House DATE 11/29/2018 ARCHITECT Mark Bausback Architect 3670 Clairemont Drive, Suite #11, San Diego, CA 92117 ENGINEER PQE Consulting Engineers 13484 Appalachian Way, San Diego, CA 92129 CONTRACTOR CLTVT ADDRESS 2656 Gateway Road, #140 CITY Carlsbad, CA 92009 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBC2018-0375 TRAcICING# Not Applicable W. 0. # Not Applicable 4II ci1 MAMIEWTURISIEMM (TNIiti Epoxy Doweling Concrete, PSI: # Unknown/Existing Approved Plans Available Slab-N-Grade Rebar Epoxy Type: U Simpson SET-XP (ESR 2508) Compressed Air Blow,Brush,Blow Batch Number: U 1000021558, Exp. 06/2020 Bottle Brush Nylon 3/4" Dia. Rebar: Gr/Type: U A-615/Grade 60 Edge Distance Approved Weather Sunny Bright Safety Gear: Hard hats,Glasses REMARKS: Inspected epoxy doweling of existing slab for connecting to new slab as shown on Detail 1/S2 of approved drawings. Contractor drilled 5/8" Dia. X 5" deep holes. Contractor cleaned holes with clean, dry, compressed air. Holes were filled and bars were installed. Inspected slab-on-grade rebar on project as shown on approved drawings. Rebar was found to be of size, grade, and in conformity with approved drawings. Work on project is ongoing. mm CERI F1 Al N OF h7 approved ians, spectic&tiod applicable sections of the building codes. For this report to be valid it must have ofinal report, signed by the special inspector, stating "Final Report of inspection and material esting'. Without a final report this document is Involld. This report co vers the locations of the work reported only and doesn't constitute engineering opinion or project control.t Time in: Time out: signature Ilan Lo gue Authorization: THE DEPUTYS I.C.C. & San Diego 1332: This is not a government form. The Federal, State. County and City seals only signify that inspections are conducted under Federal. State, County and City Codes 12013. CB.CJ. This document is not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. Ghostrider, Inc. 01-2008. Rev. (18) 9/2015 EsGil A SAFEbui1tCompany DATE: 10/29/2018 PPLICANT D.JURlS. JURISDICTION: Carlsbad T2 PLAN CHECK #.: CBC2018-0375 SET: III PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Richard Walker's Pancake House The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: 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 Telephone #: Date contacted: Email: Mail Telephone Fax Win erson REMARKS: By: Dwight Ashman Enclosures: EsGil 10/18/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGvsil A SAFEbuilt Company DATE: 10/08/2018 JURISDICTION:. Carlsbad PLAN CHECK #.: CBC2018-0375 SET: II PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Richard Walker's Pancake House U APPLICANT 0 JURIS. 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 building 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. Liii 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: Mark Bausback LII 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: Mark Bausback Telephone #: (858)531-3283 Date contacted: I91 (by: ) Email: mark@bausarch.com Mail Telephone Fax In Person LI REMARKS: By: Dwight Ashman Enclosures: EsGil 09/26/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 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. GENERAL 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. PLANS 2. Show the size and occupancy for other tenant spaces in this building. Provide fire resistance as required at the shared wall. Unable to locate the reference / for the existing rating; response indicates sheet A-102. ACCESSIBILITY 13. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. Attached. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) 16. 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. New notes were added, but the old incorrect note remains. Please remove conflicting old note. ADDITIONAL 18. See attached for PME and accessibility 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: D Yes D 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 Dwight Ashman at Esgil. Thank you. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Somethings up with the voltages for Exhaust fans I & 2. Review the mechanical schedule. STILL SOMETHING'S UP WITH THE COORDINATION. PLEASE CORRECT. What structural steel are the transformers grounded to? Isn't this a wood framed building? CODE WOULD REQUIRE THE "NEAREST" SERVICE GROUND ELECTRODE IS NOT THE NEAREST GROUND ELECTRODE CEC250.30. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen /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. PLAN REVIEWER: Eric Jensen/Con nor Reuss NOTE: All updated plumbing and mechanical responses are bolded PLUMBING (2016 CALIFORNIA PLUMBING CODE) The plumbing plans comply with code requirements per jurisdiction. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 3. Please explain how roof access is provided via on sheet A-201 detail 6. I In detail #6 on sheet A-201, the elevation of the portion of building where the rooftop access hatch is located seems to be significantly shorter than the portion of the building where the mechanical units are located. Please detail how access to the roof top mechanical units will be maintained. 4. Provide complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II. I Please address the following bolded items: Per CMC section 508.1, ovens are listed under the cooking appliances that require a type I hood. Please provide either the manufactures installation instructions allowing the ovens to be exhausted via a type II hood or provide city approval to use a type II hood with the ovens Describe the back-wall construction behind the hood flush to the separation wall adjacent to other tenant in detail. If combustible, provide the hood installation instructions allowing installation adjacent to combustibles or include detailing of the clearance reduction design on the plans' 507.3 Please elaborate if the ceiling material used for the kitchen area (adjacent to kitchen hoods) is combustible, limited combustible or non-combustible. CMC 507.3 Per CMC section 507.3, the clearance requirements are for all, "...hoods, grease removal devices, exhaust fans, and ducts." Please show the required clearances from combustible rear wall and hood. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Eric Jensen/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. 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. SITE PLAN REQUIREMENTS 2. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Sections 11 B-247.1.2.5 and 11 B- 705.1.2.5. Per CBC 11 B-202.4 when alterations are made to a building the path of travel must be made compliant. If there are existing curb ramps, and detectable warnings please show them on the site plan; if these are not existing they must be provided. Plans shall show that curb ramps are ~!48" wide with a slope of :51:12 (8.33%), per Section 11 B-406.5.2. Show that the landing at the top of the curb shall be level and ~!48" depth for the entire width of the curb ramp. Section 11 B-406.5.3. The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 11 B-406.2.2. END OF DOCUMENT EsGil A SAFEbuiLf Company DATE: 07/25/2018 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0375 SET: I PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Richard Walker's Pancake House LI APPLICANT J URIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: Mark Bausback 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: Mark Bausback Telephone #: (858)531-3283 Date W Email: mark@bausarch.com 1VIaiI Telephone Fax In Person LII REMAR By: Dwight Ashman Enclosures: EsGil 07/16/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2018-0375 OCCUPANCY: A-2 TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 07/12/2018 DATE INITIAL PLAN REVIEW COMPLETED: 07/25/2018 JURISDICTION: Carlsbad USE: Dining ACTUAL AREA: 1759 STORIES: 1 HEIGHT: NC OCCUPANT LOAD: 105 DATE PLANS RECEIVED BY ESGIL CORPORATION: 07/16/2018 PLAN REVIEWER: Dwight Ashman 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 heed 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. [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0375 PREPARED BY: Dwight Ashman DATE: 07/25/2018 BUILDING ADDRESS: 2656 Gateway Rd BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 1759 City Est 113,260 Air Conditioning Fire Sprinklers TOTAL VALUE 113,260 Jurisdiction Code ICB IBY Ordinance I 1997 UBC Building Permit Fee rvil 1997 UBC Plan Check Fee Type of Review: 21 Complete Review D Structural Only fl Repetitive Fee Repeats D Other El Hourly Hr. © * EsGil Fee I $412.211 Comments: Sheet 1 of 1 GENERAL 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. PLANS 2. Show the size and occupancy for other tenant spaces in this building. Provide fire resistance as required at the shared wall. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). Roof plan provides no information for the rooftop equipment installation. Per Carlsbad Rooftop Equipment Policy show the equipment platforms and that the equipment is screened from street view. Elevations 6 and 12 appear to be switched. Please review. Permit application indicates a proposed awning over the outdoor dining area. This does not appear anywhere on the plans. Is this no longer proposed? Please clarify the occupant load calculations. The # of seats exceeds the stated occupant load. See CBC Section 1004.4. EXITS 8. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010.1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This signage is only allowed at the main exit. Section 1010.1.9.3. 9. All doors and gates, within the exit path to a public way from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1010.1.10 and 1010.2. 10. A tactile sign stating "EXIT" and complying with ICC Al 17.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. GLASS AND GLAZING 11. Specify on the window schedule the glass type and thickness to show compliance with Section 2404. 12. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and openable panels of door assemblies. b) Fixed or operable panels adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. c) Individual fixed or operable panels that meet all of the following conditions: I) Exposed area of an individual pane is greater than 9 square feet, and: Exposed bottom edge is less than 18 inches above the floor, and: Exposed top edge is greater than 36 inches above the floor, and: One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. d) Glass railings, regardless of height, above a walking surface (including structural baluster panels and nonstructural in-fill panels). ACCESSIBILITY 13. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) Please review provided Green Building Code notes. The sheet heading states 2016, but the notes are from 2013 edition. Specific changes are indicated below. Electric Vehicle Charging: If an addition/alteration adds 10 or more parking spaces, compliance with Table 5.106.5.3.3 is necessary. Provide the following design requirements found in section 5.106.5.3: Location of EVSE, power source location and future power availability, raceway design, and EV termination identifications. a) Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. 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. STRUCTURAL Please provide a copy of the existing roof framing or truss design to verify adequacy under increased loads. ADDITIONAL See attached for PME and accessibility 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 Dwight Ashman at Esgil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the entire finished floor square footage. Make sure the proper outside patio floor square footage is used (591 sq. ft. not 506 sq. ft.). Note: Footnote 3 of table 422.1 A wall cleanout is required to be installed above urinal. Please address CPC 707.4 Floors shall slope to the floor drain locations. Please detail on the architectural floor plans. CPC 418.5 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) Please explain how roof access is provided via on sheet A-201 detail 6. Outside and return air source locations are limited by CIVIC 314.3. Please review your design for EF-2 termination adjacent to HP-D5 outside air inlet. Please show the required 42 inches tall "Guards" (guard rails) or building parapets height where appliances, mechanical equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface. CBC 1015.6 & 1015.7 Provide complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II Please use minimum outside air CFM rating per heat pump demand control and economizer for the air balance schedule for kitchen exhaust. Describe the back-wall construction behind the hood flush to the separation wall adjacent to other tenant in detail. If combustible, provide the hood installation instructions allowing installation adjacent to combustibles or include detailing of the clearance reduction design on the plans' 507.3 ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Egress lighting to be provided at exterior door landings. CBC 1008.3 Somethings up with the voltages for Exhaust fans 1 & 2. Review the mechanical schedule. Provide a structural design for the roof hung transformers. What structural steel are the transformers grounded to? Isn't this a wood framed building? ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) . The energy is fine as submitted. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 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. SITE PLAN REQUIREMENTS Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 11 B-206.2.1. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Sections 11 B-247.1.2.5 and 11 B- 705.1.2.5. a curb, per Section 202. Plans shall show that curb ramps are ~!48" wide with a slope of :51:12 (8.33%), per Section 11 B-406.5.2. Show that the landing at the top of the curb shall be level and ~!48" depth for the entire width of the curb ramp. Section 11 B-406.5.3. The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 11 B-406.2.2. DOORS Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 11 B-404.2.9. SANITARY FACILITIES Please update or remove incorrect notes and details on sheet A-002, see WC note 6.1 and detail 2. These are shown correctly in the plan drawings. COUNTERS AND TABLES The tops of tables and counters shall be 34" maximum above the floor. Section 11 B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11 B-904. Show that dining facilities are accessible, as follows: Show that a minimum of 5% of dining spaces will be accessible. Only one shown. Accessible seating is integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. END OF DOCUMENT I P9E, Inc. CONSULTING ENGINEERS ED i.44 . .4•P.f . .. - 3?kSXructurakCalcuIatIon 018 . ,- • r ' 4 1 .,.. d CITY OF CARLSBAD BUILDING DIVISION Richard Walker's Pancake House TI The Square at Bressi Ranch Building D Suite 140 Carlsbad, CA 92009 Job No. P1 8-025 Prepared By: PQE, Inc. Consulting Engineers 13484 Appalachian Way San Diego, CA 92129 June 26, 2018 Oc3o-c1 13484 Appalachian Way • San Diego • CA • 92129 ( 8 5 8 ) .349-6288 - 0ffice 0 ( 8 6 6 ) 282-5712 - Fax Structural Calculations PH-Inc. Project: RW Pancake House TI - Bressi Ranch Project No: P18-025 Date: 6/26/18 "II By: MTM - Sheet: 14I's TableofContents General Information ................................Cl Suspended Hood & HVAC Support . . . . . . . . . . . . . . . MS1 - MS9 Patio Windscreen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PW1 - PW5 Structural Calculations 11 119E Project: RW Pancake House TI - Bressi Ranch r Inc. Project No: P18-025 Date: 6/26/18 By:_MTM Sheet: __4-t Prolect Description - Richard Walker's Pancake House TI: The project in question involves tenant improvements to a recently completed commercial/retail structure located in the Bressi Ranch community of Carlsbad. The project involves the build-out of a new restaurant and the corresponding MEP/HVAC support systems required as follows: 1 a) Suspended kitchen hoods (2 total) Suspended 45kVA transformers (2 total) Suspended interior stained-glass architectural feature Roof-mounted HVAC units (4 total) Slab -mounted 8 ft. tall patio windscreen Interior slab-on-grade The existing structure is wood-framed, with open-web roof trusses and plywood diaphragm with conventional plywood shear walls. The foundation system utilizes conventionally reinforced perimeter footings, but currently there is no slab at the interior. Suspended elements will be supported via all-thread rods connected to the existing open-web roof joists per the manufacturer's recommendations. Lateral loads at all of the suspended MEP/HVAC units will be resisted by a series of diagonal tension wires connected to the roof joists. The roof-mounted MEP/HVAC units will be laterally supported by the new platforms installed over the existing roof diaphragm. Design Criteria: 2016 California Building Code (based on the 2015 lBC) Wind Criteria: 110mph/Exposure B MWFRS Envelope Procedure Seismic Criteria: Seismic Design Category D Site Class = 0 (no soils report) S5 = 1.033 = 0.401 SDS = 0.749 R = 6 a = 2.5 E4,A1 (4 tb) Structural Calculations Project: RW Pancake House TI - Bressi Ranch 43~~ Project No: P18-025 Date: 6/26/18 - - - Inc. By: MTM Sheet: M5- N-11' :3appof,-C,5 tic, am-mb r4Ag.•L1P MR. - (4t' Lbs) p c'F4-U' - J'5 1-,rr. U ~fPW o c• T-4 6%A (o ) 14c,c,O Structural Calculations Project: RW Pancake House TI - Bressi Ranch Project No: P18-025 Date: 6/26/18 By: MTM Sheet: -15-Z- NP or? (Cr) cim -Hoxlb Ut.kr CT-fe $Pi 0 Nailer per plan. Attach to thea bottom chord with 2-IOW nails mm. apace naser esmer with o-1s.r nails each side through 4i4' broth (IT on eIther side of splice) Bottom Chord Nailer Nate: Double chord thea (Red'S) similar st' - Field bend bridging dip before nailing to 3' bridgingrow - brkVC per plan with approxhnote £2' lap F8~ NAILING OF SHEATHING TO TOP CHORD MEMBERS Minimum Nail Spacing Nall Type Nail Size Red-LRed-W T- . Red Red.S -14" Narrow Face 113'ii2%' 4 Ill. 4 2' 3 6' 1,, 6' 2' 3- .128' x 3' 6' 1% 6' 2' 3 .148'1 3' 6' 11/2 6' 2' d 6' 1W 6' 2'3. i48'3/ 6' 12-'S' 6' 2f 4121 .135'x 3%* 6' if-i' 6 2W ide .i48'3W 6' 11/2 6 2W tS2'n3f S. i4• 8' 4 8l Maximum Nail Spacing Widest spacing for nails In each chord member is 24'OC \ Sheathing- -, Chord i. members WARNING Nailing closer than specified may cause the chord to split Nailing pattern per plans and specifications. Nail spacing should never exceed 24' on-center In either chord member. Do not use nails smater than Sd or larger than ide. 14 gauge staples may be a direct substitute for 8d (2W) nails if a minimum penetration of 1' into the the flange is maintained. Minimum spacing must be 5' for 4 rows of nails. Spacing may be reduced to 5' where nel penetration floes not exceed 1'. it more than one row of nails Is used. offset rows at least 3(' and stagger. Maintain ,' minimum edge distance. j STANDARD INSTALLATION DETAILS Slotted truu cilp by others to bottom of tvuas, each aide of wed. Do not na8 dip to wall. Notst Double chord bsccelmilai' bearing J perationwali — Distance 'X'(gap between wail & thee) Spacing af dips and biocle per EaR Distance 'X' Under Roof Under Floor Span x' Span 0.20' 11/4, 0-20' • 20.40' 2W 20-40' iW 40-60' 4 447-60 3' Recommended Attachment for Non-bad Bearing Partition Mater Double chard L thee &n 2-10a nails each stid— Fit blade to allow - for movement I 4 blocks (or mthlp&a blade) nailed to brace Non4od besthig' (PP between paritoon wail wall &brecO) Support member Note Docle chord by others -- bwss simile, (2) 2x on edge by others -J Load (spanning a min, o12 panel (Maximum load end location polnto). bsttaii one bolt above sfiafl be In accordance with each bottom chord pin to hold approved truer calculatlere) Zft In place. Support Detail for Loads Supported from Bottom Chord Stroagbacls bridgel per plan wb approximate 12' It -5-. ' S16tt33' P lsteliod — naft clinched, by R8 by others RedMrs & Red-H"' Strongback Bridging 5.3.0.W nails byR8- 5-16dx3 nails, cinched. by others— Red-C', Red-W" and Red-Sr" Strongbadc Bridging 5-lodxit2' nails by RD FIELD MODIFICATION I • DO NOT cut, drill or damage the chords or webs. e DO NOT remove steel pins or webs (even temporarily). OF TRUSSES • DO NOT make field modifications to trusses without NOT PERMITTED written approval of RedBuilt. Red-I"', Red-145". Red465"'. Red-190"'. Red-190H", Red490HSw, Red-L"'. Red-U". Red-W', Red-S"', Red-H"'. Red-H". RedLam", RedSpec'. and RedBuiit"' are trademarks of RcdBult LLC USGS Design Maps Summary Report User-Specified Input Report Title Bressi Ranch Pancake House Tue June 26, 2018 18:29:42 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.130N, 117.25°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/Il/Ill USGS-Provided Output S5 = 1.033 g SMs = 1.123 g S,s = 0.749 g S1 = 0.401 g SM1 = 0.642 g S01 = 0.428 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum LM - 0.94, 0.72 0 two 0-IS 036 0.2.4 0.12 CiA) I I 0A3 0.7 0.40 Cii)) 02) Ii)) I.) 1.40 I") 1192 2)) Period, T (see) Design Response Spectrum 0192 0.72 040 rA 0.12 0.24 0.16 ow 0)) IL') II.) ILIC) 010 019) Ii), 1.213 L44) IA) I zfa. Pexod, T (see) tlI Structural Calculations ' ILil IE Project: RW Pancake House TI - Bressi Ranch Project _No: _P18-025 Date: 6/26/18 "II - By: MTM Sheet: t-1-6 Seismic Component Design I Suspended kitchen exhaust hood below existing wood trussed roof using 1/2" diameter threaded rods for vertical support and tension-only #12 wire bracing for lateral support. Seismic Design Force Calculation (Per CBC Section 1613 & ASCE 7-10 Section 13.3) Equation 13.3-1: 0.4 a SOS WP Z F= (1+2-h-) (R/I) = 0.26 W, =1_210 lbs.J<--- CONTROLS Number of Anchors: 2 Force Per Anchor: 105 lbs. Where: W = 815 lbs. ap = 2.5 sos = 0.75 R= 6 l = 1 Z = 8 h= 15 Equation 13.3-2: F max = 1.6 SDS 1p W 977 lbs. Equation 13.3-3: F min = 0.3 5DS 1p WP 183 lbs. Structural Calculations PUE Project: RW Pancake House TI - Bressi Ranch Project No: P18-025 Date: 6/26/18 "Ill By: MTM Sheet: -1-C I Seismic Component Design I spended electrical transformer below existing wood issed roof using 1/2" diameter threaded rods for vertical pport and tension-only #12 wire bracing for lateral Seismic Design Force Calculation (Per CBC Section 1613 & ASCE 7-10 Section 13.3) Equation 13.3-1: 0.4 ap SDS Wp Z F= (1+2-h-) (R/I) = 0.31 W, =1_123 lbs. <--- CONTROLS Number of Anchors: 2 Force Per Anchor: 62 lbs. Where: W= 400 lbs. a= 2.5 SDS = 0.75 R= 6 l = 1 z= 11 h= 15 Equation 13.3-2: max = 1.6 SDS Ip Wp = 479 lbs. Equation 13.3-3: F ni/n = 0.3 SDS Ip Wp 89.9 lbs. Structural Calculations PUE.C. Project: RW Pancake House TI - Bressi Ranch Project No: P18-025 Date: 6/26/18 By: MTM Sheet: -7 I Seismic Component Design I Component Description: Roof-mounted exhaust fan unit on built-up platform over existing wood-trussed roof. Seismic Design Force Calculation (Per CBC Section 1613 & ASCE 7-10 Section 13.3) Equation 13.3-1: 0.4 a P SDS WP z F= (1+2—) (R,/l) h = 0.42 W, =1 191 lbs. <---- CONTROLS Number of Anchors: 4 Force Per Anchor: 48 lbs. Where: W = 450 lbs. a= 2.5 Sos = 0.75 R= 6 l= 1 z= 18 h= 15 Equation 13.3-2: max = 1.6 5D5 1p WP = 539 lbs. Equation 13.3-3: F, min = 0.3 5D5 p WP 101 lbs. Structural Calculations ect: RW Pancake House TI - Bressi Ranch ect No: P18-025 Date: 6/26/18 MTM Sheet: -15-ô I Seismic Component Design Roof-mounted make-up air unit (MUA-1) on built-up platform over existing wood-trussed roof. Seismic Design Force Calculation (Per CBC Section 1613 & ASCE 7-10 Section 13.3) Equation 13.3-1: 0.4 ap S0s WP Z (1+2.-) (R/l) = 0.37 W, = 150 lbs. J<---- CONTROLS Number of Anchors: 2 Force Per Anchor: 75 lbs. Where: W= 400 lbs. ap= 2.5 Sos = 0.75 R= 6 l= 1 z= 15 h= 15 Equation 13.3-2: F max = 1.6 SDS Ip WP = 479 lbs. Equation 13.3-3: min = 0.3 SDS Ip w = 89.9 lbs. Structural Calculations Project: RW Pancake House TI - Bressi Ranch PU L- Project No: P18-025 Date: 6/26/18 By: MTM Sheet: h-1r (co..rr'b') ALL 1REt 4*4 f) 001-T IE,t7 4 I Ic Ht'2 c') 60 "1c'J4fR 4t - 4 '1?W•(4tj&h Z JrU4t,4 i4i- L/2- 55 1i- r70 16CD - LAA- (50U ,1 • I. ,SIR7 e 4 4t KA (i•4(i5) = j ZLSC5 'A 4e Structural Calculations a as Project: RW Pancake House TI - Bressi Ranch m arm Project No: P18-025 Date: 6/26/18 P%AM6. Inc. "I By: MTM Sheet: \J-t P, rq (f ; -Z d5l" VLIV 1/4. c,4 k• /' p Eav&MIJ 4•s" 1 w 4!/e~ LN'I ic447 ] tiLTiè1'jU Anchor Designer 1M Software Version 2.5.632620 Company: I Date: 6/26/2018 Engineer: MTM Page: 1/5 Project: Bressi Ranch Pancake House Address: Phone: (858) 349-6288 E-mail: mattpqe-inc.com Project description: Patio Wind Screen Column Base Plates Location: Patio Fastening description: Retrofit AB's @ (N) Glass Screen Base Material Concrete: Normal-weight Concrete thickness, h (inch): 18.00 State: Cracked Compressive strength, f5 (psi): 3000 91c.v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: Yes Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6d0 requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 5.50 x 6.00 x 0:50 Yield stress: 36000 psi 1.Prolect Information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data 8 Anchor Parameters General Design method:ACl 318-14 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.625 Nominal Embedment depth (inch): 5.500 Effective Embedment depth. h01 (inch): 4.240 Code report: [CC-ES ESR-2713 Anchor category: 1 Anchor ductility: No h,5 (inch): 8.50 cw (inch): 6.38 Cmin (inch): 1.75 (inch): 3.00 Load and Geometry Profile type/size: HSS3-1/2X1-1/2X1/4 Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No o lb Anchors only resisting wind and/or seismic loads: Yes / <Figure 1> Oft-lb 16! 1J4 VL 403 Ib 0 ft-lb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t1RA11'JU Anchor Designer TM Software - Version 2.5.6326.20 <Figure 2> Company: I Date: 6/26/2018 Engineer: MTM I Page: 2/5 Project: Bressi Ranch Pancake House Address: Phone: (858) 349-6288 E-mail: matt@pqe-inc.com Recommended Anchor Anchor Name: Titen HD© - 5/80 Titen HD (THDB model), hnom:5.5" (140mm) Code Report: ICC-ES ESR-2713 Ly '( 0 . 1 -1 ~ 1 . " N' I ~~ A =K111 A A'~' A, I k =110 ,~ ~ Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-lie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t1iii1'Ji• Anchor Designer TM Software Version 2.5.6326.20 Company: I Date: 6/26/2018 Engineer: MTM I Page: 3/5 Project: Bressi Ranch Pancake House Address: Phone: (858) 349-6288 E-mail: mattpqe-inc.com 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y. Shear load combined, N. (lb) V. (lb) Voay (lb) /(Vuax)2+(Vuay)2 (lb) 1 0.0 0.0 100.8 100.8 2 2145.9 0.0 100.8 100.8 3 2145.9 0.0 100.8 100.8 4 0.0 0.0 100.8 100.8 Sum 4291.7 0.0 403.0 403.0 Maximum concrete compression strain (%o): 0.15 Maximum concrete compression stress (psi): 669 Resultant tension force (lb): 4292 Resultant compression force (lb): 4290 Eccentricity of resultant tension forces in x-axis, e'N0 (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e (inch): 0.00 Eccentricity of resultant shear forces in x-axis, ev0 (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e' (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.1) N,9(lb) 0 ON.(lb) 30360 0.65 19734 <Figure 3> Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) Nb = k fhef'5 (Eq. 17.4.2.2a) k f. (psi) h0, (in) Nb (I b) 17.0 1.00 3000 4.240 8129 ØN (Sec. 17.3.1 & Eq. 17.4.2.1b) ANc (in') AN (in 2) c0., (in) YcN PedN 'c.N ¶Pcp.N Nb (lb) 0 ØNr.ijg (lb) 162.86 161.80 4.00 1.000 0.889 1.00 1.000 8129 0.65 4727 Pullout Strength of Anchor In Tension (Sec. 17.4.3) = Pc.pAoNp(f /2,500)0 (Sec. 17.3.1. Eq. 17.4.3.1 & Code Report) 9'cP N (lb) f (psi) n 0 ONp. (I b) 1.0 1.00 5570 3000 0.50 0.65 3966 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongIle.com I Anchor Designer TM I Software Version 2.5.6326.20 Company: Date: 6/26/2018 Engineer: MTM Page: 4/5 Project: Bressi Ranch Pancake House Address: Phone: (858) 349-6288 E-mail: mattpqe-inc.com Q. Steel Strength of Anchor in Shear (Sec. 17.5,11 V80 (Pb) Øgroui 0 V80 (Pb) 10000 1.0 0.60 6000 9. Concrete Breakout Strength of Anchor In Shear (Sec. 17.5.2) Shear perpendicular to edge in y-direction: Vby = m1n17(4/do)02 Id.AJfcc,1.5; 92ejfcCel1.5I (Eq. 17.5.2.2a & Eq. 17.5.2.2b) lo (in) d0 (in) AO f0 (psi) c (in) V0, (Pb) 4.24 0.625 1.00 3000 4.00 3556 oVcba = 0(A VC/AVCO)F .VWOI.VV-'C.V"O.VVsY(SeC. 17.3.1 & Eq. 17.5.2.1b) Av, (in 2) Av.., (in2) w80,., Pod, V PC, v V'.v Voy (Pb) 0 6Vr.ijgy (Pb) 90.00 72.00 1.000 1.000 1.000 1.000 3556 0.70 3112 10, Concrete Prvout Strength of Anchor In Shear (Sec. 17.5.3) = OkpNop = çikcp(AN0/ANco) S1OC,N 'oj,N V'C.NPCP.NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) kcp A (in2) A (in2) PwN ¶f'od.N Y'C.N 'cp.N N0 (Pb) 0 ØVcpg (Pb) 2.0 196.50 161.80 1.000 0.889 1.000 1.000 8129 0.70 12283 11. Results Interaction of Tensile and Shear Forces (Sec 17.6 Tension Factored Load, N80 (Pb) Design Strength, eN8 (Pb) Ratio Status Steel 2146 19734 0.11 Pass Concrete breakout 4292 4727 0.91 Pass (Governs) Pullout 2146 3966 0.54 Pass Shear Factored Load, V. (Pb) Design Strength, 0V8 (lb) Ratio Status Steel 101 6000 0.02 Pass T Concrete breakout y+ 202 3112 0.06 Pass (Governs) Pryout 403 12283 0.03 Pass Interaction check N80./ØN8 v80,ov8 Combined Ratio Permissible Status Sec. 17.6.1 0.91 0.00 90.8% 1.0 Pass 5/8"0 Titan HD (THDB model), hnom:5.5' (140mm) meets the selected design criteria. Base Plate Thickness Required base plate thickness: 0.358 inch Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.647.3871 www.strongtie.com Page 1 of 24 2172 FELSPAR ST. UNIT. B, SAN DIEGO, CA 92109 I I . UNG NIAN MICHAEL@YUNGMANENGINEERING.COM NGINLERING PHONE: 1-858-705-0557 PROJECT: RICHARD WALKER'S PANCAKE HOUSE, 520 FROUT ST., SAN DIEGO, CA DATE: 9-13-2018 PROJECT #: 1590 ENGINEER: MTY CLIENT: ACADEMY AWNING RECEIVED OV 0120.18 CITY OF CARLSBAD '0 BUILDING DIVISION 0 NOTE: SEE ACADEMY AWNINGS SHOP DRAWINGS FOR DETAILS p ISOMETRIC V / rc' No. C79617 Exp. 9-30-2020 SAN DIEGO REGIONAL OFFICE USE ONLY ( ) HAZARDOUS MATERIALS I RECORD ID #____________________________________ PLAN CHECK# CC QUESTIONNAIRE BP DATE I I Business Name Business Contact Pr ject Address State Zip Code I APN# ert& CIO 1VWA'( /29/ i//4i(} c,p~6&ip + OD Mailing Address '3 7 0 City of/m fleMoNt P9. ste 11 State1 Zip Code fT t2.,l fl I I Plan Flle# Project Contact M A Ii WThlePho 3 i 3 83 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11 Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PART Ii: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMDI: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 0 CalARP Exempt YES N9 (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this form? (check all that apply). Date Initials 0 Ef Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 ' Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 0 CalARP Required pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). Date Initials o CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD}: Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomo(isdcountv.ca.gov (858) 586-2650). rNo stamp required if 01 Yes and 03 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project [*Excludes garages & small outbuildings.] YES N 0 ,J, Will the project disturb 160 square feet or more of existing building materials? 0 KJ Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/infoffacts/permits.pdf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly scribe business activities: - Briefly describe proposed project - I declare under penalty of perjury that to the best of my knowledge and belief tile responses made herein are true and correct. Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY CouNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD ii tauiip iii UHb UQA 2!X exempts ousinesses irom compieting or upoating a i-,azaraous materials business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division ELISEROTHSCHILD Q1ountp Of 'an ),Dtego Director DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 505-6824 1 (800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET DBA: Richard Walker Pancake House SITE: 2656 Gateway Road, Suite 140, Carlsbad, CA 92009 BUSINESS OWNER: Richard Walker Jr. Plans are approved contingent upon the following: AMY HARBERT Assis Director VED NO V 01201 UILD,'4RL SBAQ DATE: 7/18/2018 VISION PC #: DEH2018-FFPP-009808 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the nlan anoroval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvaisPRiOR TO FINAL INSPECTION AND. APPROVAL TO OPERATE BY THIS DEPARTMENTF 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%-80% of construction, call (858) 505-6660 to schedule a mid-inspection. In lieu of a plumbing inspection by DEH, ensure that the plumbing is constructed to these standards: Floor sinks shall be installed 1/2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap or otherwise approved by the enforcing agency. Drain lines shall not intersect walkways or door ways. C. No condensate drainage of any kind can drain to the mop sink. 3-compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect to a floor sink. Grease traps/interceptors, if required by the local waste water authority must be located outside of the food preparation, food storage, or warewashing areas. Floor surfaces must be sloped 1:50 to required floor drains. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 7) All equipment is to be in place and functional. At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38SF or below and shall be equipped with a thermometer accurate to +/- 217 in the warmest section of the unit. 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. 91 AN AIR BALANCE REPORT IS REQUIRED IF THE FACILITY HAS VENTILATION HOODS' Department of Environmental Health plans! Plans reviewed by: Nathan Griffiths, REHS & Mickey Lay, EHtq, £NVIRO CALL (858) 505-6660 AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. "Environmental and public health through leadership, partnership and science" NOTICE OF COMPLETION AND AUTHORIZATION TO APPLY THE UL MARK MR. DAVID CERQUA STREIVOR INC, DBA STREIVOR AIR SYSTEMS 2150 Kitty Hawk Rd Livermore, CA, 94551, US June 5, 2018 Our Reference: File MH18376, Vol 1 Order: 12204113 Project 4788388086 ECEI IvYE Your Reference: 97367 NO V 0 12018 Project Scope: MH18376 Test a Wall Canopy UV hood and Zero Clearance for "YOFC,I Dear MR. DAVID CERQUA: BUILDING U'ILSB,41 Congratulations! UL's investigation of your product(s) has been completed under the above Reference Number and the product was determined to comply with the applicable requirements. This letter temporarily supplements the UL Follow-Up Services Procedure and serves as authorization to apply the UL Mark at authorized factories under UL's Follow-Up Service Program. To provide your manufacturer(s) with the intended authorization to use the UL Mark, you must send a copy of this notice to each manufacturing location currently authorized under File MH18376, Vol 1. Records in the Follow-Up Services Procedure covering the product are now being prepared and will be sent in the near future. Until then, this letter authorizes application of the UL Mark for 90 days from the date indicated above. Additional requirements related to your responsibilities as the Applicant can be found in the document "Applicant responsibilities related to Early Authorizations" that can be found at the following web-site: http://www.ul.com/EAReseonsibilities Any information and documentation provided to you involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives if you have any questions. Very truly yours, Reviewed by: James Nowak Bruce A. Mahrenholz Staff Engineer CPO Director James.J.Nowak@ul.com Bruce.A.Mahrenholz@ul.com 59316096-9236411a-a980-49def0136cc7 This is an electronically generated letter. Signatures are not required for this document to be valid. Page 1 of 1 rcity of Carlsbad Print Date: 03/05/2019 Permit No: PREV2018-0314 Job Address: 2656 Gateway Rd, 140 Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi5 Status: Closed - Finaled Parcel No: 2132622100 Lot if: Applied: 12/26/2018 Valuation: $0.00 Reference if: Issued: 01/24/2019 Occupancy Group: Construction Type Permit 03/05/2019 Finaled: if Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check if: CBC2018-0375 Final Plan Check if: Inspection: Project Title: Description: RICHARD WALKER'S PANCAKE HOUSE: ADD GAS HEATERS TO PATIO / ADD LIGHTS / ADD HAND DRYER Applicant: Contractor: MARK BAUSBACK CLTVT 3670 CIa iremont Dr, 11 San Diego, CA 92117-5911 P0 Box 4118 858-531-3283 CARLSBAD, CA 92018 760-400-9994 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 FIRE Plan Review Per Hour - Office Hours $272.00 MANUAL BUILDING PLAN CHECK FEE $225.00 Total Fees: $ 532.00 Total Payments To Date : $ 532.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number c 2'2'/637PIan Revision Number 1fC9 _O14 Project Address General Scope of Revision/Deferred Submittal: 4~' y1 2 S G;_ 'ti 141" tPip /fr719f- frI(1-1 r 41vv h'mlvo 17/2- Yap-s CONTACT INFORMATION: Name _/14'7Z Phone 050. 5313283 Fax_____________ Address_3 70 flt4't4- // City_5't Zip C7 i2/ / 7 Email Address /u1AiZ1 - 1a/JAPM c2fr7 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: 9PIans fl Calculations El Soils El Energy El Other 2. Describe revisions in detail 3. List page(s) where each revision is'shown 4pjz /,tif7?4- 14(I-! 15 /-tflr'O Di19s 6c< a, 6, 0 /94v91 7- 't 4'*T?tS f't9f1 4DD/tfb , 0 [ Does this revision, in any way, alter the exterior of the project? D Yes No Does this revision add ANY new floor area(s)? El Yes 0 No Does this revision affect any fire related issues? El Yes J. No Is this a complete set? El Yes M No 4 it Signature Date 1' to. /1 1635 Faraday Avenue, Carlsbad, CA 92008 j: 760-602- 2719 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbui(tCompany DATE: January 8, 2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0375 PROJECT ADDRESS: 2656 Gateway Rd IJ APPLICANT LI JURIS. SET: REV-PREV2018-03 14 PROJECT NAME: Richard Walker's Pancake House The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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. LI The applicant's copy of the check list has been sent to: 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: Telephone #: Date contacted: (bY ) Email: Mail Telephone Fax In Person REMARKS: Added gas heaters, miscellaneous lighting. By: Eric Jensen Enclosures: EsGil 12/22 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0375 PREPARED BY: Eric Jensen DATE: January 8, 2019 BUILDING ADDRESS: 2656 Gateway Rd BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 1759 City Est 113,260 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB IBY Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee V Type of Review: E Complete Review Fj Repetitive Fee El Other Repeats Hourly EsGil Fee Based on hourly rate U Structural Only 2 Hrs.@* $90.00 I $180.00J Comments: Sheet 1 of 1