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Home My WebLink About1911 PALOMAR OAKS WAY; ; CBC2021-0293; PermitBuilding Permit Finaled {city of Carlsbad Commercial Permit Print Date: 08/29/2022 Permit No: CBC2021-0293 Job Address: 1911 PALOMAR OAKS WAY, CARLSBAD, CA 92008-6511 Status: Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Dwelling Units: 2120910800 Track#: $278,780.94 Lot#: Project#: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check #: Code Edition: Sprinkled: Project Title: Description: DRAMM ECHTER FARMS: INSTALL (2) CUT FLOWER COOLERS Applicant: TED TURNER 3155 KAYWOOD DR ESCONDIDO, CA 92026-8412 (760) 807-0814 FEE BUILDING PLAN CHECK BUILDING PLAN CHECK FEE (BLDG) Property Owner: RELECO LLC 1911 PALOMAR OAKS WAY CARLSBAD, CA 92008 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) COMM/IND Tl -NON-STRUCTURAL FIRE Plan Review (per hr -Regular Office Hours) FIRE Plan Review (per hr -Regular Office Hours) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $4,510.19 Total Payments To Date: $4,510.19 Applied: 08/09/2021 Issued: 11/02/2021 Fina led Close Out: 07/20/2022 Final Inspection: 07/20/2022 INSPECTOR: Alvarado, Tony Contractor: TED TURNER 3155 KAYWOOD DR ESCONDIDO, CA 92026-8412 (760) 807-0814 Balance Due: AMOUNT $1,041.03 $883.02 $194.00 $98.00 $1,601.58 $204.00 $223.50 $175.00 $12.00 $78.06 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of f ees, 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (cityof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check 06C ~od-r-o.;2..q3 Est. Value 'If' J /(), CXXS PC Deposit ---r----1''~---- Date 'ff/ti~/ Job Address /9// f 11u, (1,1, A+ IJA J<.J tv&f Tenant Name#: J>iZ-/'3«+"::M-i?~l:tr§l'.L ;;;.aeJ Suite:. ____ APN: 11 :J, 0 9 I a""" 0 Lot #: ____ Year Built: ________ _ Year Built:___ Occupancy:.___ Construction Type:.___ Fire sprinklers~ESQNO A/C:~YESONo BRIEF DESCRIPTION OF WORK: t!,v, Tl a w:e-a Caa &cE g D Addition/New: ___________ New SF and Use,. _________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ EJ.1 ,yo 3 &&i OTenant Improvement: /;/f 9 L/ SF, _____ SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: Proposed Use: ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ___________ _ D Solar:. ___ KW, ___ M odules, Mounted:0Roof 0 Ground D Re roof:. __________________________________ _ D Plumbing/Mechanical/Electrical Oother: ----------------------------------- PRIMARY APPLICANT PROPERTY OWNER Name: -zi;~ Cc~JTtz.vc:-t..J..> ,Y½«IU.S Name:_,~=~---~=-=<-o=---------.,----- Addre~~j,jf~,uafl'~ D4. Addres,0Jiq tl,ua, Lt1tt-4A"Nl J)L. City: i=XatAPtea State: 6a Zip:qLOt-.(, City: Cit/{,,.; .VfTl"f> State: M Zip: 9202-'f Phone:__!2 /, 0 -)5 s:.;--S ai'21 Phone:~~ ~<B'Sf"" --£o-#t Sti;l 8' ~mail?v.t',v~.<,E1c c/g.1t:-:s Ett1'v«,e f}C.:,'>t'·. Email:-• .._~H-------------------- .vt-T DESIGN PROFESSIONAL , CONTRA OR OF RECORD Name: f?t..v,.,._p C1Vt',i1~1 ~"--r-µc_ Business Name: /V-"µ£,L t!t«J r ttt'CZ::<£+1 $e..<w.:.E) Address:qit/ IE. J<n,EL.u+ ,4v£ Addre~: ;Ji~(' tvfywee·2 .D/L. City: fi:vtt t+e-,.vt. State: tf+-Zip: 9'-i:o<" City: fz::t v J,vo1 o4 State: /,4: Zip: 1u LC, Phone: '714 -,J 8~-/'8.:J~ Phone:,___,;_7 _tt>_0_-_~-fl~~--_S:..=-o.:;'l,S..;;.... ________ _ Email:, _________________ Email: JU B,Ale,a,.e.Le.c-:Ctt, L,$4Wu4f), vo X . µ /2(' Architect State License: t! &')f).../e q ff CSLB License#: t,C, S" j (,q Class: g -C-t 0 Carlsbad Business License# (Required): _______ _ APPLICANT CERTIFICATION: I certify that I have read the application an tote that the above information is correct and that the information on the plans isaccurote. lagree to comply w ith all City rdi ances and State laws relating to building construction. · . J NAME (PRINT): Zc..~ l,.11t.c~I£,· ~~;;2~~2~~=-oArE: sµ/1 1 Ph: 760-601~:!M-~~02-8 Email: Building@carlsbadca.gov 1635 Faraday Ave Carlsbad, CA 92008 REV. 07/2 1 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaffirmunder penalty of perjury that I am licensed under provisions of Chapter9 (commencingwith Section 7000) of Division] of the Business and Professions Code, and my license is in full forceandeffect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE}: O, have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. ______________________________________ _ -OR- (vl, 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. ~Y workers' com ensatio insurance carrier and policy number are: Insurance Company Name: 1 • 1. Policy No. _ _;_,,.>«_-4--,J....!l"....1,L..i...=i_.L-________________ Expiration Date: I() /oj "Lo 'Y ~ I 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 become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name .. · _____________________ Lender's Address: ___________________ _ CONTRACTOR CERT/FICA TION: I certify that I have read the application and state that the above information is correct and t hat the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): 'K.l-K L v!';,c)k ,' Note: If the person signing above is an authorized agent for the contractor pr v· -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: n 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. '-11144, 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). -OR- □,, 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). -OR-□, am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM 8-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a struct ure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that acapyaf the applicable law, Section 70440/ the Business and Professions Code, is available upon request when this application is submitted orat the f ollowing Web site: http:Ilwww.leginfo.ca.gov/calaw.html. OWNER CERT/FICA TION: 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 Stat e laws relating to building construction. NAME (PRINT): ·fuc.-k Lva.e ck SIGN· _J.-::;;;a~---DATE: "i, / "'°Ju 1,,,/ Note: If the person signing above Is an authorized agent for the property o -1 elude form B-62 signed by property owner. r 1 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 07/21 PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Application Date: 08/09/2021 Issue Date: 11/02/2021 Expiration Date: 01/17/2023 IVR Number: Inspection No. 35070 Inspection Status Owner: RELECO LLC Subdivision: CARLSBAD TCT#81 -46 UNIT#01 Address: 1911 PALOMAR OAKS WAY CARLSBAD, CA 92008-6511 Primary Inspector Reinspection Inspection BLDG-34 Rough Electrical April 22, 2022: (failed Inspection). (Stop work notice). No Monday, August 29, 2022 BLDG-Final Inspection Checklist Item BLDG-Structural Final 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. 187 406-2022 COMMENTS July 20, 2022: Passed Tony Alvarado 1. Permit reference number CBC2021-0283 and CBC2021-0293, new, engineered pre-fabricated steel mezzanine and (2) -new freezer coolers boxes, scope of work, per engineered plans and pre-fabricated engineered plans and details-approved. 2. As-built site conditions reflect approved engineered plans and detail specifications. 3. Fire department clearances verified. 4. All correction notices addressed and completed-approved. 5. Door signage 6. Door steps installed and approved. Complete Passed Yes Page 7 of 7 PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 08/09/2021 Issue Date: 11/02/2021 Owner: RELECO LLC Subdivision: CARLSBAD TCT#81-46 UNIT#01 Address: 1911 PALOMAR OAKS WAY Status: Closed -Finaled Expiration Date: 01/17/2023 IVR Number: 35070 CARLSBAD, CA 92008-6511 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Monday,August29,2022 Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) COMMENTS April 22, 2022: (failed Inspection). (Stop work notice). 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. July 20, 2022: 1. Permit reference number CBC2021--0283 and CBC2021--0293, new, engineered pre-fabricated steel mezzanine and (2) -new freezer coolers boxes, scope of work, per engineered plans and pre-fabricated engineered plans and details-approved. 2. As-built site conditions reflect approved engineered plans and detail specifications. 3. Fire department clearances verified. May 24, 2022: 1. New plans approved for structural modifications/alterations to existing commercial flower grower cooler. 2. Originally, owner/contractor conducted work without appropriate plans depicting scope of work. New as-built approved plans-inspected and reviewed for new entire scope of work of interior remodel. Passed No Yes Yes Page 6 of 7 PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Application Date: 08/09/2021 Owner: RELECO LLC Work Class: Tenant Improvement Issue Date: 11/02/2021 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 01/17/2023 Address: 1911 PALOMAR OAKS WAY IVR Number: 35070 CARLSBAD, CA 92008-6511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/20/2022 07/20/2022 BLDG-12 Steel/Bond 187267-2022 Passed Tony Alvarado Complete Beam BLDG-84 Rough 187405-2022 Passed Tony Alvarado Complete Combo(14,24,34,44) Monday, August 29, 2022 Page 5 of 7 PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 08/09/2021 Issue Date: 11/02/2021 Owner: RELECO LLC Subdivision: CARLSBAD TCT#81 -46 UNIT#01 Address: 1911 PALOMAR OAKS WAY Status: Closed -Finaled Expiration Date: 01/17/2023 IVR Number: 35070 CARLSBAD, CA 92008-6511 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Monday, August 29, 2022 Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS April 22, 2022: (failed Inspection). (Stop work notice). 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. May 24, 2022: 1. New plans approved for structural modifications/alterations to existing commercial flower grower cooler. 2. Originally, owner/contractor conducted work without appropriate plans depicting scope of work. New as-built approved plans-inspected and reviewed for new entire scope of work of interior remodel. April 22, 2022: (failed Inspection). (Stop work notice). 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. Passed No Yes No Page 4 of 7 PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Application Date: 08/09/2021 Issue Date: 11/02/2021 Expiration Date: 01/17/2023 IVR Number: 35070 Inspection No. Inspection Status Owner: RELECO LLC Subdivision: CARLSBAD TCT#81 -46 UNIT#01 Address: 1911 PALOMAR OAKS WAY CARLSBAD, CA 92008-6511 Primary Inspector Reinspection Inspection BLDG-34 Rough Electrical April 22, 2022: (failed Inspection). (Stop work notice). No 05/24/2022 05/24/2022 BLDG-84 Rough Combo(14,24,34,44) Monday,August29,2022 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. 183358-2022 Partial Pass Tony Alvarado Reinspection Incomplete Page 3 of 7 ' PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 08/09/2021 Issue Date: 11/02/2021 Owner: RELECO LLC Subdivision: CARLSBAD TCT#81-46 UNIT#01 Address: 1911 PALOMAR OAKS WAY Status: Closed -Finaled Expiration Date: 01/1 7/2023 IVR Number: 35070 CARLSBAD, CA 92008-6511 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Monday, August 29, 2022 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) COMMENTS April 22, 2022: (failed Inspection). (Stop work notice). 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. April 22, 2022: (failed Inspection). (Stop work notice). 1. Informed contractor representative and owners representative, scope of work per approved stamped and signed plans, for new engineer pre-fabricated cooler, required as-built site condition engineered plans before continuing with any building and safety or fire prevention inspections conducted .. 2. New steel I-beam (20 inches wide by 2 feet deep x 75 to 80 feet in total length) with steel posts supporting steel I-beam connections, poured/imbedded in steel Circular Cage Footings with poured finished concrete. 3. Other end of steel I-beam attached at other side to existing concrete tilt-up building panel with a steel L bracket plate and no structural supporting engineered structural calculations, structural details, or structural plans. Passed No No Page 2 of 7 Building Permit Inspection History Finaled {City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2021-0293) Permit Type: BLDG-Commercial Application Date: 08/09/2021 Owner: RELECO LLC Work Class: Tenant Improvement Issue Date: 11/02/2021 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 01/17/2023 Address: 1911 PALOMAR OAKS WAY IVR Number: 35070 CARLSBAD, CA 92008-6511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/22/2022 04/22/2022 BLDG-84 Rough 181170-2022 Failed Tony Alvarado Reinspection Incomplete Combo(14,24,34,44) Monday,August29,2022 Page 1 of 7 DATE: 10-26-2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2021-0293.RC1 • 1W INTERWEST SET: II PROJECT ADDRESS: 1911 Palomar Oaks Way D APPLICANT D JURIS. PROJECT NAME: Dramm/Echter Famrs-Install (2) New Walk In Coolers with Insulated Metal Panels D 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. D The check list transmitted herewith is for your information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: ~ ~ Telephone#: Date contacted: (bYV ) Email: ___, Mail Telephone Fax In Person ~ REMARKS: All plan sheets must be signed by designer before permit can be issued. By: Erich A. Kuchar, P.E. lnterwest Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 8 -19-2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2021-0293 • lW IN T ER WEST A SAFE!iwlll COMPANY SET: I PROJECT ADDRESS: 1911 Palomar Oaks Way 0 APPLICANT 0 JURIS. PROJECT NAME: Dramm/Echter Famrs-Install (2) New Walk In Coolers with Insulated Metal Panels D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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 check list transmitted herewith is for your information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D lnterwest staff did not advise the applicant that the plan check has been completed . ~ lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Turner Construction Telephone#: 760-855-5028 Date contacted: (by: ) Email: turnerelectricservice@cox.net Mail Telephone Fax In Person 0 REMARKS: By: Erich A. Kuchar, P.E. lnterwest 8-12-2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (8 58) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC2021-0293 8-19-2021 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK#.: CBC2021-0293 OCCUPANCY: B, S-1 , F? JURISDICTION: Carlsbad USE: Farm and Flower Storage TYPE OF CONSTRUCTION: u n known ACTUAL AREA: 5,994 sqft of coolers SPRINKLERS?: u nknown REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8-9-2021 DATE INITIAL PLAN REVIEW COMPLETED: 8-19-2021 FOREWORD (PLEASE READ): STORIES: 1 HEIGHT: 20'-0" OCCUPANT LOAD: unknown DATE PLANS RECEIVED BY ESGIL CORPORATION: 8-12-2021 PLAN REVIEWER: Erich A. Kuchar, P.E. 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 2019 CBC, which adopts the 2018 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 2018 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed. i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2021-0293 8-19-2021 GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to lnterwest and the Carlsbad Planning , Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to lnterwest, 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 lnterwest only will not be reviewed by the City Planning, Engineering and Fire Departments until review by lnterwest is complete. 2. Plans may be submitted in electronic format, subject to the jurisdiction's approval. If so, they must have restrictions removed from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. 3. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. PLANS 4. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: a) Occupancy Classification(s): B, S-1 , F? b) Description of Use: c) Type of Construction: d) Sprinklers: Yes or No , If Yes then the cooler must be fire sprinklered. e) Stories: f) Height: g) Occupant Load: Carlsbad CBC202 l-0293 8-19-2021 5. Specify on the plans the uses of all rooms or areas. Sec. 107.2. 6. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.1: "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." Fire Sprinklers and Alarms? 7. This projects valuation is $278,781. City of Carlsbad requires that all projects that qualify for CAP compliance will require a completed Climate Action Plan (CAP) Consistency Checklist (city form B-50) to be completed by the APPLICANT. SITE PLAN 8. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures. b) North arrow. c) Property lines/easements. d) Streets/alleys. e) Existing and proposed buildings and structures. 9. Provide a statement on the site plan stating: "All property lines, easements and buildings, existing and proposed, are shown on this site plan ." 10. Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. EXITS 11 . The plans shall designate the number of occupants to be accommodated on every floor, and in all rooms and spaces. Section 107.2.3. 12. Please provide an exit analysis plan (may be 8½" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. Carlsbad CBC2021-0293 8-19-2021 13. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1007.1 .1. Where a building is equipped throughout with an automatic sprinkler system, the separation distance may be reduced to one-third of the diagonal. Currently the exits are to close together for both new coolers. 14. Exit passageway enclosures shall have walls, floors and ceilings of not less than 1-hour fire-resistance rating, but not less than that required for any connecting exit enclosures. Section 1024.3. 15. Regardless of occupant load, a floor or landing not more than ½ inch below the threshold is required on each side of an egress door. Section 1010.1.7. 16. 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 sign age is only allowed at the main exit. Section 1010.1.9.4. EXIT SIGNS/ILLUMINATION 17. A tactile sign stating "EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway, and the exit discharge. Section 1013.4. Show detail on plans. ACCESSIBILITY 18. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. ADDITIONAL 19. See accessible comments below. 20. Please provide a response list indicating where each correction item has been addressed on the plans. I.e., specify the plan sheet, note, or detail number, calculation page, etc., where the item is corrected on the plans. 21 . 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? Carlsbad CBC2021-0293 8-19-2021 Please indicate: D Yes □ No 22. The jurisdiction has contracted with lnterwest, 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 Erich A. Kuchar, P.E. at lnterwest. Thank you . DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT-TITLE 24 The following disabled access items are taken from the 2019 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 1. 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. SITE PLAN REQUIREMENTS 2. Provide clear and detailed accessible parking location and details and indicate the code complying accessible pathway. Also provide locations and details/ elevations of current code complying restrooms are present plans for updating the restrooms to be code compliant. Complete accessible review will take place once complete plans are submitted. T Carlsbad CBC202 l-0293 8-19-2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Erich A. Kuchar, P.E. BUILDING ADDRESS: 1911 Palomar Oaks Way BUILDING OCCUPANCY: B, S-1, F? BULDING AREA PORTION (Sq.Ft.) Tl 5994 Air Conditioring Fire Sprinklers TOTAL VALUE Jurisdiction Code cb I 1997 USC Building Permit Fee ...:.J 11"\I N: I 1997 USC Plan Check Fee _.i] I i'\1 till : Vaklation ~ 46.51 By Ordinance Type of Review: P Complete Review r Repetitive Fee .,. ~ Repeats ,,. r Other r Ho..ty EIIGIFee ,, Reg. Mod. PLAN CHECK#.: CBC2021-0293 DATE: 8-19-2021 VALUE ($) 278,781 ' 278,781 1 , r Structural Only $819.9~ Sheet 1 of 1 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE ~ness _ _££ntact le Ii/~~ OFFICE USE ONLY RECORD ID # ___________________ 1 PLAN CHECK# ________________ _ BP DATE APN# Plan File# Project Contact /cl) -v .tt..... Applicant E-mail Telephone # 7t,O -(s-S"O ~ 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): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION HMO : If the answer to any of the questions is yes, applicant must contact the aunty o an Diego Hazardous Materials Division, 5500 Overland Avenue, uite 170, an 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 I iJS I (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Date Initials 0 CalARP Required I 4. 5. 6. 7. 8. B § I 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 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): The following questions are Intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131 . 1. 2. 3. 4. 5. 6. YES NO ~ ~ Will the project disturb 100 square feet or more of existing building materials? Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building inspector course? D D D D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda ? av: 1 a c 1 -z.o,.._r Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ BY: ____________________________ _ DATE: __ ..c..l __ ....,,I __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCD •A stamp In this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other perrrntting requirements may still apply HM-9171 (9/18) County of San Diego • DEH • Hazardous Materials Division Building Permit Finaled Revision Permit Print Date: 08/29/2022 Job Address: 1911 PALOMAR OAKS WAY, CARLSBAD, CA 92008-6511 Ccityof Carlsbad Permit No: PREV2022-0076 Status: Closed -Fina led Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2120910800 Track#: $0.00 Lot#: Project #: Plan#: Construction Type: Orig. Plan Check#: CBC2021-0293 Plan Check #: Applied: 06/14/2022 Issued: 07/14/2022 Finaled Close·Out: 08/29/2022 Final Inspection: INSPECTOR: Description: DRAMM ECHTER FARMS: DEFERRED STRUCTURAL DETAIL TO SUPPORT COOLER CEILING Applicant: TRISKELL RESTORATIONS INC RICK LUBESKI 3445 ROYAL RD VISTA, CA 92084-6616 (760) 271-0953 FEE BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW-Revisions Total Fees: $184.50 Building Division Property Owner: RELECO LLC 1911 PALOMAR OAKS WAY CARLSBAD, CA 92008 Total Payments To Date: $184.50 Contractor: TED TURNER 3155 KAYWOOD DR ESCONDIDO, CA 92026-8412 (760) 807-0814 Balance Due: 1635 Faraday Avenue, Ca rlsba d CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $120.00 $64.50 $0.00 Page 1 of 1 ( 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. &--.:Z.o 2 t -O ;i..q.3 Plan Revision Number P{lf:J/2[)2.Zzi'"'/J] b ProjectAddress /CJ // ~{_,IJrV7,4-<._ O&lcJ w&if -tf1?UJ/.t,.4() ~(!,4 General Scope of Revision/Deferred Submittal: _ __,S'"""'-7_fZ.J __ c..:_r._v._/(..._....,_.._ ___ ....::,(!AL---....;-=--Cv--==--=LAr>=--....:...._.:::..d_:_::~=-- CONTACT INFORMATION: Name /i:J<-Ue..skr Phone (_rz0J J, / -oq:;-.J Fax"---------- Address /ff:l Aki k'.1-ty ,},_ City d,, ,,.-µ-Zip t3Ur/ Email Address ;;:/J (o/rn. /-s I<~ l L C<d M Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: [] Plans 111. Ca lculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown <: --r1U. / r _-r-c.//l. ,,th_ -... ~-e,. 7)'f--i L -/4 s; , / L:1.#',} J- CoaG9-(!~,-/1 ~< ' V I/ 0 4. Does this revision, in any way, after the exterior of the project? D Yes []l_No 5. Does this revision add ANY new floor area(s)? D Yes gJ No 6. Does this revision affect any fire related issues? D Yes 'gJ_ No 7. _,s this a c~m~~es □.>No £SS1gnatur~v--~-;,...-,=--==-----'-----------------Date ~v..___fa..._1_,_f..,_/4_z..._-z..._ ___ _ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov True orth COMPLIANCE SERVICES June 20, 2022 City of Carlsbad Communhy Development Department -Building Division 501 Primrose Road Carlsbad, CA 940 I 0 Plan Review: Revision Dramm Echter Farms Address: 1911 Palomer Oaks Way, Carlsbad, CA Applicant Name: Rick Lubeski Applicant Email: rick@triskell.com BUD.,DING INFORMATION: Occupancy Groups: S-1 , B, F Occupant Load: NIA Type of Construction: NI A Sprinklers: Yes Stories: I Area of Work (sq. fl.): 3835 sq. fl. Attn: Building & Safety Department, City of Carlsbad-FINAL REVIEW City Permit No: PREV2022-0076 True North No.: 22-018-030 True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. 2. Drawings: One (1) copy dated May 17, 2022, by Sun Structural Engineering, Inc. Structural Calculations: One (1) by Sun Structural Engineering, Inc. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 me, UMC, UPC, and 2017 NEC, as amended by the State of California), 2019 California Green Building Standards Code, 2019 California Existing Building Code, and 2019 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: I. This project is Time and Material. Please charge the following hours of plan review. Review# Hours I st / Final Review 1hr We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Amar Hasenin -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 116, Long Beach, CA 90807 T / 562.733.8030 .JUN O 3 2022 ENGINEERING SUN Structural Engineering, Inc. Consulting Structural Engineers 2292 Faraday Ave. Suite 100 Carlsbad, CA. 92008 Tel: (760)438-1188 Structural Calculations Dramm Echter Farms Flower Cooler Beam Support 191 1 Palomar Oaks Way Carlsbad, CA PREV2022-0076 1911 PALOMAR OAKS WAY DRAMM ECHTER FARMS: DEFERRED STRUCTURAL DETAIL TO SUPPORT COOLER CEILING 2120910800 CBC2021-0293 6/14/2022 PREV2022-0076 >-1--0 ~ 'I SUN Structural Engineering ENGINEERING Consulting Structural Engineers Dramm Echter Flower Cooler LOADING: Date: 05/2022 By: C.S. Cooler Ceiling -------------------------------------3 PSF No Storage Allowed Sbeet-2 Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Projecl Title: Eng;r.eer: Pro/eel. Descr: Project ID: Prinlod. 11 M~Y 2022, ◄ O<f'M FIie • c;~\COMERC-1'DRAMME.-111ieam.ec6 EJ,IE,RCALC, INC, 1983,,20 7. 8\rfd:g',11.3.29, Ver.6. t7,8.31 Description : Design of the 3-118'x19-1/2" Glulam Beam Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Fb-Tension Fb -Compr Fe -Prll 2,400.0psi 1,850.0 psi 1,650.0psi E: Modulus of Elasticity Wood Species Wood Grade : OF/OF : 24F -V4 Fe -Perp Fv Ft Beam Bracing : Beam bracing is defined as a set spacing over all spans Unbraced.Len ths . ..... First Brace starts at 8.0 ft from Left~upport Regular spacing of lateral supports on length of beam = 8.0 ft D(O.,U0.2) _ ~pan = 28.0 ft 650.0psi 265.0psi 1,100.0psi Ebend-xx 1,800.0ksi Eminbend -xx 950.0ksi Ebend-yy 1,600.0ksi Eminbend -yy 850.0ksi Density 31.20pcf l ___ _ A lied Loads·" ______ ...:~h +---~t.:~ ... :,,-~--i~·,_,--~------·· ------·----- Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.060, L = 0.20. Tributary Width= 1.0 ft DESIG U M Y • !Maximum Bending Stress Ratio I Section used for this span fb : Actual FB : Allowable I Load Combination ! Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.798 1 3.125x19.5 1,622.28psi 2,031.83psi -+D-+!. 14.000ft Span# 1 Maximum Shear Stress Ratio Section used for this span fv: Actual 0.800 in Ratio = 0.000 in Ratio= 1.093 in Ratio = 0.000 in Ratio = Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 419 >=360 0<360 307 >=180 0<180 •141t,l,i•J; 0.316 : 1 3.125x19.5 83.84 psi 265.00 psi -+D-+!. 26.467ft Span# 1 I ----------------------------___ ,) Maxitr1um Forces & Stresses for Lo-!d Combination~ Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb Pb V fv F'v DOnly 0.00 0.00 0.00 0.00 Length= 7 .971 ft 0.186 0.094 0.90 0.973 1.00 1.00 1.00 1.00 0.88 5.84 354.06 1899.60 0.91 22.46 238.50 Length = 7 .971 ft 0.229 0.094 0.90 0.973 1.00 1.00 1.00 1.00 0.88 7.17 434.68 1899.60 0.44 22.46 238.50 Length = 7 .971 ft 0.224 0.094 0.90 0.973 1.00 1.00 1.00 1.00 0.88 7.04 426.32 1899.60 0.73 22.46 238.50 Length = 4.088 ft 0.104 0.094 0.90 0.973 1.00 1.00 1.00 1.00 0.97 3.58 216.77 2086.66 0.91 22.46 238.50 -+04. 0.973 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 7.971 ft 0.650 0.316 1.00 0.973 1.00 1.00 1.00 1.00 0.85 21.81 1,321.40 2031.83 3.41 83.84 265.00 Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Load Combination Segment Length Max Stress Ratios Length = 7 .971 ft Length = 7 .971 ft Length= 4.088 ft +0..0.750L Length= 7.971 ft Length = 7 .971 ft Length = 7 .971 ft Length = 4.088 ft ..0.60D Span# M V 0.798 0.783 0.351 0.479 0.588 0.577 0.234 0.316 0.316 0.316 0.207 0.207 0.207 0.207 Length= 7.971 ft 0.089 0.032 Length= 7.971 ft 0.109 0.032 Length= 7.971 ft 0.107 0.032 Length= 4.088 ft 1 0.038 0.032 Overalt Maximum Deflections Cd ,C FN Ci c, Cm 1.00 0.973 1.00 1.00 1.00 1.00 0.973 1.00 1.00 1.00 1.00 0.973 1.00 1.00 1.00 0.973 1.00 1.00 1.00 1.25 0.973 1.00 1.00 1.00 1.25 0.973 1.00 1.00 1.00 1.25 0.973 1.00 1.00 1.00 1.25 0.973 1.00 1.00 1.00 0.973 1.00 1.00 1.00 1.60 0.973 1.00 1.00 1.00 1.60 0.973 1.00 1.00 1.00 1.60 0.973 1.00 1.00 1.00 1.60 0.973 1.00 1.00 1.00 Project Title: Project ID: Engineer: ProIect Descr: ~,--, Priniod: 11 MAY 2022 4·04PM ° Fie"~ EN£RCALC, INC. !983'., Moment Values Shear Values Ct CL M lb F'b V fv F'v 1.00 0.85 26.77 1,622.28 2031.83 1.65 83.84 265.00 1.00 0.85 26.26 1,591.07 2031.83 2.71 83.84 265.00 1.00 0.96 13.35 809.02 2303.58 3.41 83.84 265.00 1.00 0.96 0.00 0.00 0.00 0.00 1.00 0.75 17.82 1,079.57 2252.84 2.78 68.50 331.25 1.00 0.75 21.87 1,325.38 2252.84 1.35 68.50 331.25 1.00 0.75 21.45 1,299.89 2252.84 2.21 68.50 331.25 1.00 0.94 10.91 660.96 2821.76 2.78 68.50 331.25 1.00 0.94 0.00 0.00 0.00 0.00 1.00 0.62 3.51 212.44 2394.23 0.55 13.48 424.00 1.00 0.62 4.30 260.81 2394.23 0.26 13.48 424.00 1.00 0.62 4.22 255.79 2394.23 0.44 13.48 424.00 1.00 0.90 2.15 130.06 3463.30 0.55 13.48 424.00 Load Combination Span Max.·-• Deft Location in Span Load Combination Max.·+· Deft Location in Span +0-tl 1 1.0934 14.102 0.0000 0.000 _V_e ... rt.;_;;,.._lc_a_l_R_e __ a_c_t_io __ n_s _~-'--'--~·-------S~up_port_n_ota_tion_F_ar_left_i_s #1 _______ v_a_lu_es_in_K_IP_S ______ _ Load Combination Support 1 Support 2 Overall MAXimum 3.825 3.825 Overall MINimum 0.615 0.615 D~ 1~ 1~ +0-tl 3.825 3.825 +D..0.750L 3.125 3.125 ..0.60D 0.615 0.615 L Only 7 ,e._ I 2.800 2.800 L ~~U. lJ I l I. 1 l ] Sun Structural Engineering, Inc. 2292 Faraday Ave. Suije 100 Description : Design of the W16x36 Steel Beam Load Combination Set : ASCE 7-16 Material Propef1ies. Analysis Method : Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Unbr:.ciced Len .. ths . .. • ~ace starts at 16.0 ft from Liift-Most sup~ Regular spacing of lateral supports on length of beam = 16. O fl Beam self weight calculated and added to loading Uniform Load : D = 0.060, L = 0.20 k/ft, Tributary Width= 1.0 ft ...QESIGN SY.M._AMR'[ ,. .4 .-•. :¥.:lf .. Project Title: En9ineer: PrO)ect Descr: Project ID: PmtOd 11 M~Y 2022, ◄o05Pt,! Frie,..c. ' 1&1(;0MER0-11DAAMM£"1\beirll.ec6 ,ENERCALC, INC. t983-20f7, Bllld,M7.3.29, v'er.6.17,8._31 Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination 0.505: 1 W16x36 50.667 k-ft 100.267 k-ft +D-+L 18.500ft Span# 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination 0.058 : 1 W16x36 5.478 k 93.810 k +D+l 0.000 ft Span# 1 Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.652 in Ratio= 0.000 in Ratio= 0.965 in Ratio= 0.000 in Ratio= Maximurn Forc,es & Stresses tor Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Mmax+ Mmax· DOnly Dsgn. L = 15.96ft 0.129 0.019 16.13 Dsgn. L = 15.96ft 0.164 0.014 16.44 7.78 Dsgn. L = 5.07ft 0.049 0.019 7.78 -+O+l Dsgn. L = 15.96ft 0.396 0.058 49.71 Dsgn. L = 15.96ft 0.505 0.042 50.67 23.98 Dsgn. L = 5.07ft 0.150 0.058 23.98 -+D..0.750L Dsgn. L = 15.96ft 0.329 0.049 41.32 Dsgn. L = 15.96ft 0.420 0.035 42.11 19.93 Dsgn. L = 5.07ft 0.125 0.049 19.93 -<-0.600 Dsgn. L= 15.96ft o.on 0.011 9.68 Dsgn. L= 15.96ft 0.098 0.008 9.87 4.67 Dsgn. L= 5.07 ft 1 0.029 0.011 4.67 Overall Maximum Oeflectlons Load Combination Span Max.·-· Deft Location in Span -+O+l 1 0.9654 18.606 Location of maximum on span Span # where maximum occurs 680>=360 0 <360 460 >=180 0 <180 Summary of Moment Values MaMax Mnx Mnx/Omega Cb Rm 16.13 209.61 125.52 1.38 1.00 16.44 167.45 100.27 1.10 1.00 7.78 266.67 159.68 1.60 1.00 49.71 209.61 125.52 1.38 1.00 50.67 167.45 100.27 1.10 1.00 23.98 266.67 159.68 1.60 1.00 41.32 209.61 125.52 1.38 1.00 42.11 167.45 100.27 1.10 1.00 19.93 266.67 159.68 1.60 1.00 9.68 209.61 125.52 1.38 1.00 9.87 167.45 100.27 1.10 1.00 4.67 266.67 159.68 1.60 1.00 Summary of Shear Values Va Max Vnx Vnx/Omega 1.78 140.72 93.81 1.29 140.72 93.81 1.78 140.72 93.81 5.48 140.72 93.81 3.98 140.72 93.81 5.48 140.72 93.81 4.55 140.72 93.81 3.30 140.72 93.81 4.55 140.72 93.81 1.07 140.72 93.81 0.77 140.72 93.81 1.07 140.72 93.81 Load Combination Max. "+"Deft Location in Span 0.0000 0.000 Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Vertical Reactions , Load Combination Overall MAximum Overall MINimum OOnly +O+L -0+0.750L -+-0.600 L Only L~IT_ Support 1 5.478 1.067 1.778 5.478 4.553 1.067 3.700 011.L_ 40' .x. 3 -2, tt_]LL~ 401' 1(,(0 -"2,., C. Support 2 5.478 1.067 1.778 5.478 4.553 1.067 3.700 -Co --~ Project Title: Engineer: Pro1ect Descr: Project ID: PrinlOO. I 1 MAY /02'1, 4:06Pl,I FIie • c;\projeclS\C RC~1IDAAMME.--1\beam.ec6 El-/t'i~ALC, INC. 1983-2017,&M.6.17.3.29, Var.6.17.8.31 Support notation : Far left Is #1 Values in KIPS w l 1: ~ [ J ] i, rlf-L _L J 3Z I r<-F * I JJ Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Load Combinations Used : ASCE 7-16 .Gener.al lnfonnatioo Material Properties fc : Concrete 28 day strength = fy : Rebar Yield = Ee : Concrete Elastic Modulus = Concrete Density = <p Values Flexure Shear = Analysis Settings Min Steel % Bending Reinf. Min Allow% Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Fig Wt for Soil Pressure Use flg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear .Pimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thickness Pe<lestal dimensions ... px : parallel to X-X Axis pz : parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete ... at Bottom of footing = Reinforc;ing '--.. , , Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Size Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone A lied Loads D # 2.50 ksi 40.0 ksi 3,122.0 ksi 145.0 pct 0.90 0.750 0.00110 1.0 : 1 Project Title: Engineer: Pro1ect Descr. Project ID: Pm!ed. li MAY 2022, <l.31PM -. s, . Flkt= c:)Prolllels\COMER&" ~\beam.ec6; , EtlERCAI.C. )NC. 1983"-.2011,llufkf:8.'f7.3a9, Ver.6. i7 .8.31 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) SoiVConcrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when fooling base is below 1.50 ksf No 250.0 pcf 0.30 0.50 ft ksf ft 1.0 : 1 Increases based on footing plan dimension 2.333 ft 2.333 ft 28.0 in in in in 3.0 in 9 3 9 Yes Allowable pressure increase per foot of depth Yes No No when max. length or width is greater than z ksf ft # 3 nla n/a n/a Lr L s w E H P : Column Load 2.10 7.0 k ksf OB : Overburden = M-xx = M-zz V-x = V-z = k-ft k-ft k k Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 DESIGN SUMMARY Min. Ratio FAIL 1.340 PASS n/a PASS n/a PASS nla PASS n/a PASS n/a PASS 0.05461 PASS 0.05461 PASS 0.05461 PASS 0.05461 PASS n/a PASS 0.0 PASS n/a PASS n/a PASS n/a ~ Defailecl ReJUlts Soil Bearing Rotation Axis & Load Combination ... X-X. D Only X-X. +D+L X-X, +D+0.750L X-X +0.60D 2-2, D Only 2-Z, +D+L 2-2, +D+0.750L Z-2. +0.60D OyertUO)lng ~tapllity_ Rotation Axis & Load Combination ... Footing Has NO Overturning SlidlnQ ~ta,bility , Force Application Axis Load Combination ... Fooling Has NO Sliding • Footing Fiaxu~ Flexure Axis & Load Combination X-X, +1.40D X-X. +1.40D X-X. +1.20D+1.60L X-X, +1.20D+1.60L X-X +1.20D+0.50L X-X, +1.20D+0.50L X-X. +1.20D X-X, +1.20D X-X. +0.90D X-X, +0.90D Z-2. +1.40D Z-2. +1.40D Z-Z. +1.20D+1 .60L Z-Z. +1.20D+1 .60L Z-Z. +1.20D+0.50L 2-Z. +1 .20D+0.50L Item Soil Bearing Overturning -X-X Overturning -2-2 Sliding -X-X Sliding -2-2 Uplift 2 Flexure (+X) 2 Flexure (-X) X Flexure ( +Z) X Flexure (-2) 1-way Shear ( +X) 1-way Shear (-X) 1-way Shear ( +Z) 1-way Shear (-2) 2-way Punching Gross Allowable 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 Applied 2.010 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 1.715k-ft 1.715 k-ft 1.715 k-ft 1.715 k-ft 0.0 psi 0.0 psi 0.0 psi a.a psi 1.043 psi Xecc 2ecx: (in) n/a 0.0 n/a a.a n/a 0.0 nla 0.0 0.0 nla a.a n/a 0.0 nla 0.0 n/a Overturning Moment Sliding Force .. ... Mu Side Tension k-ft Surface 0.3675 +2 Bottom 0.3675 -Z Bottom 1.715 +Z Bottom 1.715 -Z Bottom 07525 +Z Bottom 0.7525 -2 Bottom 0.3150 +2 Bottom 0.3150 -Z Bottom 0.2363 +Z Bottom 0.2363 -Z Bottom 0.3675 -X Bottom 0.3675 +X Bottom 1.715 -X Bottom 1.715 +X Bottom 0.7525 -X Bottom 0.7525 +X Bottom Project Title: Engineer: Pro1ect Descr: Project ID: Pmlod: 11 MAY ll>22, 4 JlPM FIie-.. c~OMER(l'.-f\ORAli!ME-1\be,¥n.ec6 ENERCALC, INC. 1983-20\7, Bµild:6.17.3,~. ver.6.17.8.31 Capacity Governing Load Combination 1.50 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 31.402 k-ft 31.402 k-ft 31.402 k-ft 31.402 k-ft 75.0 psi 0.0 psi 75.0 psi 75.0 psi 75.0 psi +D+L about 2-2 axis No Overturning No Overturning No Sliding No Sliding No Uplift + 1.20D+ 1.60L +1.20D+1 .60L + 1.20D+ 1.60L +1.20D+1.60L n/a n/a n/a nla +1.20D+1.60L Actual Soil Bearing Stress Location Bottom, -2 Top, +2 Le , -X Right, +X 0.7242 0.7242 n/a n/a 2.010 2.010 n/a n/a 1.689 1.689 n/a n/a 0.4345 0.4345 n/a n/a n/a n/a 0.7242 0.7242 n/a n/a 2.010 2.010 n/a n/a 1.689 1.689 n/a n/a 0.4345 0.4345 Resisting Moment Stability Ratio Resisting Force Stability Ratio As Req'd Gvm.As Actual As Phl'Mn in•2 inA2 in'2 k-11 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp % 0.4243 31.402 03696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 0.3696 Min Temp% 0.4243 31.402 Actual / Allow Ratio 0.483 1.340 1.126 0.290 0.483 1.340 1.126 0.290 Status All units k Status Status OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Z-Z, +1.20D Z-Z. +1.20D Z-Z, +0.90D 0.3150 0.3150 0.2363 -X Bottom +X Bottom -X Bottom Project Title: Engineer: Proiect Descr: 0.3696 Min Temp% 0.3696 Min Temp% 0.3696 Min Temp% Project ID: Printed 11 MA 2ll22, 4 JIPM ,. F8e---~COMERC-1'0RAMME~11beam,ec6 ENERCALC, INC. 1983-~17, ~,6,11Jl.29, Ver,6.17.ll,31 0.4243 0.4243 0.4243 31.402 31.402 31.402 OK OK OK Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Footing ;lexure Flexure Axis & Load Combination Z-Z. -t-0.90D On11 Way Shear Load Combination ... +1.40D +1.20D+1.60L +1.20D-t-0.50L +1.20D -t-0.90D Two-Way "Punching'' Sheaf Load Combination ... +1.40D + 1.20D+ 1.60L +1.20D-t-0.50L +1.20D -t-0.90D ~LN~ L..1 v£ loAP. Project Title: En~ineer: PrOject Descr: Project ID: Prille<I' 11 MAY 2022, 4 JIPM F,iie = c:\projecls,\COMERC,-1~ ME•1\beam.ec6 NERCAI.C, INC. 1983-2017, lkJillf:6.17..3.29, Ver:6.17.8,31 Mu k-ft Side Tension Surface As Req'd in'2 Gvm.As in'2 AclllalAs in'2 Phi'Mn k-ft Status 0.2363 +X Bottom 0.3696 Min Temp% 0.4243 31.402 OK Vu @-X Vu@+X Vu@•Z Vu @ +Z Vu:Max 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi Vu Phi'Vn Vu / Phi'Vn 0.22 psi 150.00psi 0.00149 1.04 psi 150.00osi 0.006951 0.46 psi 150.00Psi 0.00305 0.19 psi 150.00osi 0.001277 0.14 psi 150.00osi 0.000958 41·-z~--15 l'ir5f AP& 62.llK(t - ~oil-J3~ty'(l..J~ r f<.<b s-< v iee Phi Vn Vu / Phi'Vn 75.00 psi 0.00 75.00 psi 0.00 75.00 psi 0.00 75.00 psi 0.00 75.00 psi 0.00 All units k Status 0.00 0.00 0.00 0.00 0.00 Status OK OK OK OK OK wl JD rsr LS 3'{-;( Ov't~ >'TY<-~ _s-c..-j? ., 3 fJf- Av&:-&uts[g, ( 2-8 4-wl~ ...._ 13> \ p.f S r:--q orJ