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Home My WebLink About2856 WHIPTAIL LOOP; ; CBC2021-0453; PermitBuilding Permit Finaled • {'Cityof Carlsbad Commercial Permit Print Date: 04/09/2025 Job Address: 2856 WHIPTAIL LOOP, CARLSBAD, CA 92010-6708 Permit No: Status: (8(2021-0453 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2091201400 Track#: Valuation: $332,466.00 Lot#: Occupancy Group: B/M/Sl/Fl Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Construction Type: IIIB Orig. Plan Check#: Occupant Load: 35 Plan Check #: Code Edition: 2019 Sprinkled: Yes Project Title: Description: CAMSTON WRATH ER; OFFICE Tl (5,137 SF)/ PARTITIONS, HVAC, PLUMBING Property Owner: HAMANN OAK PROPERTIES LP 1000 PIONEER WAY EL CAJON, CA 92020 (619) 440-7424 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL COMMUNITY FACILITIES DISTRICT (CFD) FEE -NON-RES FIRE Plan Review (per hr -Regular Office Hours) PUBLIC FACILITIES FEES -inside CFD PUBLIC FACILITIES FEES -inside CFD SB1473 -GREEN BUILDING STATE STANDARDS FEE SEWER BENEF IT AREA FEES -E SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION -COMMERCIAL (SMIP) TRAFFIC IMPACT Commercial-Industrial w/in CFD Total Fees: $14,000.57 Total Payments To Date: $14,000.57 Applied: 11/23/2021 Issued: 01/18/2022 Finaled Close Out: 04/09/2025 Final Inspection: 11/23/2022 INSPECTOR: Kersch, Tim Contractor: HAMANN CONSTRUCTION 1000 PIONEER WAY EL CAJON, CA 92020-1923 (619) 440-7424 Balance Due: AMOUNT $1,068.16 $194.00 $98.00 $15.00 $1,643.33 $260.94 $670.50 $6,050.88 $1,587.64 $14.00 $1,612.88 $424.15 $93.09 $268.00 $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. 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 B-2 Plan Check CBC. 2-o 2../ -f) '-/~ Est. Value I/ 3.#,A . '"/(,.IQ. tp# IJ. I PC Deposit I .~L/,3 , ~3 f Date II ·-<3 -Z.o Z.f Job Address.......:Z;=~~!L...-!::~~::!.!:::li::::::!o~~~-----Suite: ____ APN: zoq -(ZO -ll/ Tenant Name #: ___ &,.......,m.......,5krt-......... __ W __ ~ _____________ Lot #: ____ Year Built: '2.0(q Year Built: wq Occupancy: 1?,f \ 51 Construction Type:~ Fire sprinklersofEsO NO A/C:~ESQNo BRIEF DESCRIPTION OF WORK: D Addition/New: ___________ New SF and Use, _________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ □Tenant Improvement: 6,1 ~=¼--, SF, ____ SF, Existing Use: _0-"-+1-f"_l+r -=5_1 __ Proposed Use:-+-,~----- Existing Use: Proposed Use: _____ _ 0 Other: _________________________________ _ PRIMARY APPLICANT PROPERTY OWNER J Name: i&-na:tiL. ,/i' c..vrJµ Name: Moor~ ~ , l-p Address: ~ ~ ~ Address: ~ooo'r~ ~ City: _______ State: ___ .Zip:. ____ City: C'/ ~ State: ~ip: Phone: Phone: <a tq-'-'40 -31:£-Zt/ Email: ____ ~ ...................... G?~--ham;.a..;..a._%.a..,_;,.._YlC-0""'-""-_, =(p81Yl....._..___ Email: ________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: __ PcuJL_...aa...~GJ .... • ... ~----------Business Name: ~~'\'Y'IM\f\ (}-d, Address: tooo f>~ W~ Address: lOOo ft.£N.U'v ~~ City: State: ½ip: ____ City: if] ~ State: ~4ip: 0,-Z,.o-z.o Phone: ______________ Phone: G, tq -4<:/0 -3t£ U:i Email: Email=------=-------....----,....,..,..,..-----..--- Architect State License: C-1531/o CSLB License#: 3 7 QIY 2-Class: Bi ao-A Carlsbad Business License# (Required): l2'6'C"::)44-:2,_ APPLICANT CERT/FICA T/ON: 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 al I City ordinances and State laws relating to building construction. SIGN:_.,..~ __ .,.V _______ DATE: rr-zz, z.oL( 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 10/21 Page 2 If applicable, the following document(s) will be required prior to permit issuance: 1. County of San Diego Health Department approval letter -if the business will be operating any of the following: new apartment building greater than four units, permanent makeup facility, food and beverage facility, public or community swimming pool. Note: This is not a complete list. Refer to the San Diego County Food and Housing Division. https://www.sandiegocounty.gov/deh/fhd/ 2. Sewer District Certification -if the project site is outside of Carlsbad Sewer District boundaries. Additional Information: This form is prepared by city staff and provided to the applicant prior to permit issuance. Coordination with the outside sewer district will be required. 3. School District Certification -if project proposes any new square footage. Additional Information: This form is prepared by city staff and provided to the applicant prior to permit issuance. Coordination with the school district will be required. 4. Special Inspection Agreement -if project requires a special inspector on site. Additional Information: Coordination between property owner and state licensed contractor is required. 5. E-29 Storm Water Pollution Prevention Plan -if the project proposes any new square footage or soil disturbance. 6. B-59 Waste Management Plan -if the project proposes any new square footage or if the valuation of alteration is greater than $200,000. Please contact the building division with any questions on these documents: Building@CarlsbadCA.gov 760-602-2719 ' ' 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: lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI 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 .. _________________________________________ _ -~ [3}<have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name:------------~---------- Policy No. 5Y::!0,:2Z-3::: Expiration Date: __ .._.J'2-=-,( ..... 1,_,.l .... w ... ~2~,,__ ___ _ -OR-I 1 D 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 CERTIF/CA TION; The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan ore not approved for canstruction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions af; the property, bulldings, structures and their setbacks from property lines and from one another; access roods/easements, and utilities. The existing and proposed use of each building as stated is true and carrect; all easements and other encumbrances ta development have been accurately shown and labeled os well as all on-site grading/site preparation. All improvements existing on the property were campleted in accordance with all regulations in existence at the time of their construction, uni otherwise noted. NAME (PRINT): ~~'(~ V,cHf( SIGNATURE: _________ DATE: IC· Zl-Z O c...l Note: If the person signing above Is an authorized agent for the contractor provide a ----------------------· (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- D 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). -OR- DI 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 structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. / understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http:Ilwww.leginfo.ca.gov/calaw.html. OWNER CERTIF/CA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and urilities/utl/ity easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the appllcation is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utllities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown ond labeled as well as all on·site grading/site preparation. All improvements existing on the property wtrt! completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 10/21 I PERMIT INSPECTION HISTORY for (CBC2021-0453) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 11/21/2022 11/21/2022 BLDG-Final Inspection Checklist Item Application Date: 11/23/2021 Owner: HAMANN OAK PROPERTIES LP Issue Date: 01/18/2022 Subdivision: CARLSBAD TCT#97-13-02 Expiration Date: 04/17/2023 IVR Number: 37245 Address: 2856 WHIPTAIL LOOP CARLSBAD, CA 92010-6708 Inspection No. Inspection Primary Inspector Reinspection Inspection Status 197097-2022 Partial Pass Tim Kersch Reinspectlon Incomplete COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final No 11/23/2022 11/23/2022 BLDG-Final Inspection 197323-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, April 9, 2025 Page 4 of4 PERMIT INSPECTION HISTORY for (CBC2021-0453) Permit Type: BLDG-Commercial Application Date: 11/23/2021 Owner: HAMANN OAK PROPERTIES LP Work Class: Tenant Improvement Issue Date: 01/18/2022 Subdivision: CARLSBAD TCT#97-13-02 Status: Closed -Finaled Expiration Date: 04/17/2023 Address: 2856 WHIPTAIL LOOP IVR Number: 37245 CARLSBAD, CA 92010-6708 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-22 Sewer/Water 188586-2022 Passed Tim Kersch Complete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/12/2022 08/12/2022 BLDG-12 Steel/Bond 189044-2022 Partial Pass Tim Kersch Relnspectlon Incomplete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Virtual inspection. Deputy report provided. Yes 09/27/2022 09/27/2022 BLDG-84 Rough 192735-2022 Partial Pass Tim Kersch Re inspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 10/05/2022 10/05/2022 BLDG-83 Roof $heating, 193411-2022 Passed Tim Kersch Complete Exterior Shear (13, 15) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-13 Shear Panels-HD (ok Yes to wrap) BLDG-15 Roof Yes Sheathing-Reroof 10/07/2022 10/07/2022 BLDG-17 Interior 193637-2022 Cancelled Tim Kersch Reinspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/19/2022 10/19/2022 BLDG-85 T-Bar, Ceiling 194488-2022 Passed Tim Kersch Complete Grids, Overhead 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 Wednesday, April 9, 2025 Page 3 of 4 PERMIT INSPECTION HISTORY for (CBC2021-0453) Permit Type: BLDG-Commercial Application Date: 11/23/2021 Owner: HAMANN OAK PROPERTIES LP Work Class: Tenant Improvement Issue Date: 01/18/2022 Subdivision: CARLSBAD TCT#97-13-02 Status: Closed -Finaled Expiration Date: 04/17/2023 Address: 2856 WHIPTAIL LOOP IVR Number: 37245 CARLSBAD, CA 92010-6708 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/26/2022 04/26/2022 BLDG-24 Rough/Topout 181370-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/13/2022 05/13/2022 BLDG-43 Air 182704-2022 Passed Tim Kersch Complete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-44 182703-2022 Passed Tim Kersch Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/14/2022 07/14/2022 BLDG-84 Rough 186878-2022 Partial Pass Tim Kersch Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 08/02/2022 08/02/2022 BLDG-84 Rough 188261-2022 Partial Pass Tim Kersch Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 08/05/2022 08/05/2022 BLDG-17 Interior 188587-2022 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Wednesday, April 9, 2025 Page 2 of 4 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2021-0453) Permit Type: BLDG-Commercial Application Date: 11/23/2021 Owner: HAMANN OAK PROPERTIES LP Work Class: Tenant Improvement Issue Date: 01/18/2022 Subdivision: CARLSBAD TCT#97-13-02 Status: Closed -Finaled Expiration Date: 04/17/2023 Address: 2856 WHIPTAIL LOOP IVR Number: 37245 CARLSBAD, CA 92010-6708 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/18/2022 03/18/2022 BLDG-21 178627-2022 Passed Tim Kersch Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/28/2022 03/28/2022 BLDG-84 Rough 179184-2022 Partial Pass Tim Kersch Re inspection Incomplete 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 03/30/2022 03/30/2022 BLDG-17 Interior 179366-2022 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Repair of electrical room. Yes To one hour. 04/11/2022 04/11/2022 BLDG-14 180224-2022 Partial Pass Tim Kersch Re inspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/14/2022 04/14/2022 BLDG-14 180579-2022 Passed Tim Kersch Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/19/2022 04/19/2022 BLDG-16 Insulation 180815-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/21/2022 04/21/2022 BLDG-17 Interior 181076-2022 Partial Pass Tim Kersch Re inspection Incomplete Lath/Drywall Wednesday, April 9, 2025 Page 1 of 4 DATE: DEC.24,2021 JURISDICTION: CARLSBAD • lW INTERWEST '>Al'[t, 11 C MPANi □ APPLICANT □ JURIS. PLAN CHECK#.: CBC-2021-0453.RCl PROJECT ADDRESS: 2856 WHIPTAIL LOOP PROJ ECT NAME: CAMSTON WRATHER -T.I. SET: II ~ 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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 : Renata Vincente Telephone#: 619-440-7424 Date contacted : (by: Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE S.E., CASp lnterwest 12/17 Email : renata@hamannco.com Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego Ca li fornia 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 Record ID #: Not in System Plan Check#: DEH2021-HHMBP-010921 Balance Due: $73.00 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Name Camston Wrather Business Contact Aaron Kamenash Telephone # Plan File # (619) 251-3702 Project Address City 2856 WHIPTAIL LOOP State CA Zip Code 92010 APN# 209-120-14-00 Applicant Applicant E-Mail Applicant Telephone# Renata Vicente renata@hamannco.com (619) 251-3702 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: B, S1 & S2 Facility's Square Footage (including proposed project): 1645 D Explosive or Blasting Agents □ Organic Peroxides D Water Reaclives □ Corrosives □ Compressed Gases □ Oxidizers Pyrophorics □ Cryogenics □ Other Health Hazards □ Flammable/Combustible Liquids □ □ Highly Toxic or Toxic Materials □ None of These □ Flammable Solids □ Unstable Reactives □ Radioactives PART U· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMDl: If the answer to any of the questions Is yes, applicant must contact the County of San Diego Hazardous Materials Division, iri person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 3/30/2022 YES 1. □ 2. □ 3. □ 4. □ 5. □ 6. □ 7. □ 8. □ NO Ii!] Ii!] Ii!] □ I&] I&] I&] Ii!] 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 equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or 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 1 0)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). □ □ □ CalARP Exempt CalARP Required CalARP Complete Review Date: PART m: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDI: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 Is 'Yes', the applicant must contact the APCD prior to the Issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. 1. 2. 3. 4. YES NO □ I&] □ □ □ □ □ I&] WIii any existing building materials be distu rbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project Involve handling or disturbance of any asbestos containing materials? WIii the project involve the removal of any load supporting structural member? 5. □ □ I&] □ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permlts.pdf 6. (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Recource Recovery Competition of office area improvements I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. l&I; Fees Acknowledged: 1&1 Renata Vicente Name of Owner or Authorized Agent FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMO' APCD ;?-(Or. [.:>~ % f.P ~EVI -·oNEo 0a M. Martinez SICNl,TURE 12/15/2021 FOR OFFICIAL USE ONLY RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMO APCD 12/8/2021 Date DATE: __________ _ RELEASED FOR OCCUPANCY COUNTY-HMO APCD • A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ HMD HMBP Questionnaire v 2.0 (812021) Printe,fon: 12/1512021 @ 10:13 AM Building Permit Finaled Revision Permit Print Date: 04/09/2025 Job Address: 2856 WHIPTAIL LOOP, CARLSBAD, CA 92010-6708 Permit No: Status: {city of Carlsbad PREV2022-0059 Closed -Fina led Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel #: 2091201400 Track #: Valuation: $0.00 Lot#: Occupancy Group: B/M/Sl/Fl Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Occupant Load: Code Edition: 2019 Sprinkled: Yes Project Title: Construction Type:IIIB Orig. Plan Check#: CBC2021-0453 Plan Check #: Applied: 05/19/2022 Issued: 07/29/2022 Finaled Close Out: 04/09/2025 Final Inspection: INSPECTOR: Description: CAMSTON WRATHER: ADD 765 SF MEZZANINE FOR STORAGE// NEW PARTIONS // NEW ROOF PENETRATIONS EQUIPMEN- VENTILATION Applicant : HAMANN CONSTRUCTION REBECA MULLEN 1000 PIONEER WAY EL CAJON, CA 92020-1923 (619) 440-7424 FEE BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW-Revisions Total Fees: $379.50 Building Division Property Owner: HAMANN OAK PROPERTI ES LP 1000 PIONEER WAY EL CAJON, CA 92020 (619) 440-7424 Total Payments To Date: $379.50 Contractor: HAMANN CONSTRUCTION 1000 PIONEER WAY EL CAJON, CA 92020-1923 (619) 440-7424 Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $315.00 $64.50 $0.00 Page 1 of 1 {'cityof Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www .carlsbadca.gov Original Plan Check Number C.f!e ...... 2G2\ u y c, "'-I Project Address 2, ~ 5(.; v..: r\,\. r ·h1-L ~ kc r Plan Revision Number QRD/ 2D22,-: C()~ General Scope of Revision/Deferred Submittal: .J ll-~ r 1., i'\ lUr\. u .. hQQh , '"t6 ,; ~ -'YY\.L ~ :y:nu ·~ )UV-..: (Y\Alv\. 51>t'.'-t-l/,:n,d:-I <lo,,t 1'-...: ~tul:\-u."YY) +1. .it '\-V-<\ { /$Y\h ~A,\.U"Yt, CONTACT INFORMATION: Phone G IC\ -Lft..{ ~ :'.\L{, LY Fax ---~----='-+-, ,__ ________ _ Address kcc {)\"-· nA < 1. t·i... Ct,J City t-! L.Al,~ Z. n2 ..... 2~ 'P----- EmaifAddress e<J~cc..._ 0 hL\,)'tlCttlr\Cu e~n, Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: GJ-1rans G!/cafcufations D Soils D Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown r ~"t"\. -'\:,..t,C!, 'rv I e~,t Y,,U{'Yl,, Ult .. JL~ i t: e,·l. A \u., , f\\t. \ , l I , I /><tlJ'l- \ '\ $... )\,\1\,, .... h. .. \. '2-t.l..-~ ~ C.£\1;,n Yh l ii; ,,<c::\-un A {LO i 104 () {Y\. .e,,:i--~ u A\os &: uv ~. ~-:v --1/1....< \---u, "YVl -t',-tt J.le,~ Ale~ I \)\.:_¾ .\ . \ -h,t{..d·'l{..'" ,.d(__ (~ t,-4._I,_ I 5u.,, c.·i 0~3 \~v~ 'J-\'d.t.t° I L-{'-l,'r'Yl~ -\;7. t-,U,1 P<: ~' }')'\,\ )'\,I. i'-'\ ~"}vv--....t--\ -, . ' :n,J~.( C\e..0h,C~.-:,....L -~n o-it-\C.l b -, JA l\1,,t,.1 l yYUYV\. C ---.,JfV_.._·t. j 4. // " Does this revision, in any way, after the exterior of the pro ·ect? D Yes No 5. / 0 No Does this revision add ANY new floor area(s)? [SJ Yes 6. Does this revision affect any fire related issues? D Yes / G No 7. Is this a complete set? ~es [_.:.J I .Jo £$'Signature 'i:'YY4'-lu "'-Date 6 /l'i5 (2-2- 1635 Faraday Avenue, Carlsbad, CA 92008 ftr 760-602-2719 ,Eax: 760-602-8558 .E.maitbuilding@carfsbadca.gov www.carlsbadca.gov DATE: July 28, 2022 JURISDICTION: Carlsbad • 1W INTERWEST A SA"Ebuill COMPANY PLAN CHECK#.: CB-PREV2022-0059.RC3 SET: IV PROJECT ADDRESS: 2856 Whiptail Loop East □ APPLICANT □ JURIS. PROJECT NAME: Revision #1 of Comston Wrather -Com -TI (CB-CBC2021-0453) [:8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. D The check list transmitted herewith is for the applicant's 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 the jurisdiction at: [:8J 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: (by: ) Email: Mail Telephone Fax In Person 0 REMARKS: Set Ill is paper, partial set. By: Greg Favereaux, P.E. lnterwest Received on: - Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: June 1, 2022 JURISDICTION: Carlsbad PLAN CHECK#.: CB-PREV2022-0059 • 1W INTERWEST A SAFl!bv,lt COMPANY SET: I PROJECT ADDRESS: 2856 Whiptail Loop East □ APPLICANT □ JURIS. PROJECT NAME: Revision #1 of Comston Wrather -Com -TI (CB-CBC2021-0453) 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. C8J The check list transmitted herewith is for the applicant's 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. C8J The applicant's copy of the check list has been sent to the jurisdiction at: D lnterwest staff did not advise the applicant that the plan check has been completed. C8J lnterwest staff did advise the applicant that the plan check has been completed . Person contacted : Rebeca Mullen Telephone #: 619-440-7 424 Date contacted: (by: ) Email: Rebeca@hamannaco.com Mail Telephone Fax In Person 0 REMARKS: By: Greg Favereaux, P.E. lnterwest Received on: - Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CB-PREV2022-0059 June 1, 2022 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CB-PREV2022-0059 JURISDICTION: Carlsbad PROJECT ADDRESS: 2856 Whiptail Loop East FLOOR AREA: 7955 sq ft Revision Area REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: June 1,2022 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: 40 ft DATE PLANS RECEIVED BY ESGIL CORPORATION: - PLAN REVIEWER: Greg Favereaux, P.E. This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I 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 ordinance 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. Present California law mandates that construction comply with the 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMC and 2019 CEC. The above regulations apply, regardless of the code editions adopted by ordinance. 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 2019 California 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 CB-PREV2022-0059 June 1, 2022 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: a. 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. OR; b. 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. STRUCTURAL 2. For the new guard rail, also include a detail where the guard is supported by beam/header below. Provide calculations showing adequacy of connection as needed, per Section 1607.8.1. 3. Foundation details show new footing to be placed into existing slab -Provide a method to ensure the foundations do not experience significant differential settlement. If epoxy anchors are to be used, call out epoxy type, including ESR-ICC #, and note that special inspection will be required. Section 1705.3. ADDITIONAL 4. There are no Mechanical, Plumbing, or Electrical comn:ients at this time. 5. 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. 6. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □Yes □ No 7. 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 Error! Reference source not found. at lnterwest. Thank you. Carlsbad CB-PREV2022-0059 June 1, 2022 Carlsbad CB-PREV2022-0059 June 1, 2022 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 0059 PLAN CHECK#.: CB-PREV2022- PREPARED BY: Greg Favereaux, P.E. DA TE: June 1, 2022 BUILDING ADDRESS: 2856 Whiptail Loop East BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Emp Entrance 5067 Mezzanine 765 Lab 2123 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance 1997 UBC Building Permit Fee ~ rKrrn, 1997 UBC Plan Check Fee _• J Type of Review: □ Complete Review D Repetitive Fee """ Repeats • Based on hourly rate Comments: D Other GJ Hourly EsGil Fee Reg. VALUE Mod. D Structural Only 31 Hrs.@* =====$=1=0=5-=00= ($) $315.001 Sheet 1 of 1 Sheet# 1 2-7 8 9-11 12-14 Camston Wrather Mezzanine Structural Calculation Index Loads Framing Lateral Loads Shear Walls Footings 3/28/22 Description Cl:'. 0 LL w z Z LL Z <oO ~o~ W 1Y < ~ ::::! 0.LL~~ (/) z w 0 1.0-> <D -O t---(/)f-- 0) 0 Z Z lt)..J OQ~ o..J <t--a. o-o::~S , <t wa.o Nt-I~W N 0. ~ (/) 0 -~zZ :I: -0 N>3:zw~ 0 c., Cl:'. w~~~~lD 00 ~ 0 Z < t-w 0. N u (/) a. >-1--0 ON en ON -.::t-0 Lt) ~N o-0 NO) 0 ~ ~-0) L() I 0 N N N 0 N > w ('<) ~ L{) -.::t" Q. 0 I ~ N 0 N 0 co 0 F= U)() ('2.lf JZ:..r) • ~---{WN"r:> ,J~J~ t-11~ ""61 L-1 f.Jt:..-1 Ml'?~ "1~(!) ~ f,~ .. .,.~ t .o 1, f::;, '7.,tl ~ ~ [ "2.,t) f-!>Y t? ,_ 1 "t ~ (~e ~ -r 7T';r,7.,c.,s, =' ~ r ..... -- - ~JI h 1~:: FJ-z... ~rt)..{J~ ~\.49~ ~,J~ I .t ,1,. ~., t, ~ = l "Z./''!f,r-/ t.-; 1-;J; 7 c...,,, '::-C-Z$ Lt.-: '?O Red-I65T .. Joist Allowable Uniform Load (PLF) l~ll l~TI. lffllt 11 . l~U. .115\ll. i.omi. 12sx 386 444 407 469 347 482 " 509 • 522 * * 548 * 562 * 371 340 391 349 401 358 411 36f~:421 375 432" ':384 310 426 • 436 • 447 * 458 • 469 • .. 292 336 300 345 307 353 315 362 322 371 330 210 365 277 375 • 384 • 393 * 403 • 276 325 289 442 480 379 412 332 245 28?. ,2~2 302 269 . 309 m; 146 307' i94 328 249 -.336 * 3(5 282 • 353 ~,-361 194 223 223 256 239 '1.-()u, ~ \ ~' t,1< I ()"1,, (.. v7 d' J< .. .. . ~:; 10-<..» 275 245 282 251 289 257 296 .:-i ~6 -4,~ ,~~ * 583 38lh 448 389 448 389 .. 487 * 487 334 385 334 385 334 385 • 418 • 418 * 418 293 337 * ''35f 293 337 ~J.;;i.m * 366 • • '366 261 300 261 300 261 300 ii't..:: r ,z. ~~ 1-L ~ I t..~ tJ'f:.. ~~r>1-i:r ~ ~.:)1,t,. FJ-i:-- ftpt.YJZ-~'-1 ,~ dr,µ-; , t=-.U--1 1 -~~~~" t7L ~ t""Z..¥, ~ 1 _ OJt,,tls--~ ~\.. -;. t-Z~-¥~t : I ~~P I 'I ~(41 ~ & ~L,, L,A1:?1~ ~At,t·C' ~ r,+1 • v~ .c:,~ 1-z.--~-z,,, h~;;,4-'u" L.,~11J~ ... ~-.,(--~ f= ~ 1 , ,~~ LPx-~,.,...-z.. W~t..-, ~--(\.,),:7 tf-r-; ! I ~& ,, v~ -r J"'..-i..:: '~ y & ~.-..7 : -i -i;.ie,~ I ~~' ~,,. ,;;;~-, · fu., ,;· ,~~ e, I;'-,,-,-:;. ~ t ~ ~4 . .,, ~ vJ;, ,; f"';rl"" 'f-'--1 .• ""?· '::' 7 ~#'( 1• J~ ·4..)<.u-..1( v t-, Jc, iJ4..,.e,., -l +~ I y Project Tille: Camston Wrather Mezzanine Engineer: Project ID: Project Desa: CR# 2207 Description : Wood Beam Design : FJ3 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7•16 BEAM Size: 4x12, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Grade : No.2 Fb-Tension 900.0 psi Fe -Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 1,600.0ksi 580.0ksi Density 31.210 pcf Fb -Compr 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx Applied Loads Unit Load: D = O.Q120, L = 0.1250 klft, Trib=-1.0 ft Design soounary Max fb/Fb Ratio = 0.310; 1 lb : Actual : 306.88 psi at Fb : Allowable : 990.00 psi 5.250 ft in Span# 1 Load Comb : +D+L Max. fv/FvR.atio = 0.126: 1 fv : Actual : 22.65 psi at Fv: Allowable : 180.00 psi Load Comb : +D+L 9.590 ft in Span # 1 Max Reactions (k) D 1. Left Support 0.06 0.66 Righi Support 0.06 0.66 .l.l 'Ji Wood Beam Design : FH1 .ti 0(0.0120) L(0.1250) ax s 4 x12 10.50 ft Transient Downward 0.052in Ratio 2435 LC: L Only Transient Upward O.OOOin Ratio 9999 LC: Total Downward Ratio Total Upward Ratio 0.057 in 2222 LC:+D+L 0.000 in 9999 LC: calculations per NOS 2018, lBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 5.25x9.25, Parallam PSL, Fully Unbraced Using Allowable Stress Design with ASGE 7-10 Load Combinations, Major Axis Bending Wood Species : iLevel Truss Joist Wood Grade: Parallam PSL 2.2E Fb ~ Tension 2900 psi Fe · Prll 2900 psi Fv 290 psi Ebend-xx 2200 ksi Fb-Compr 2900psi Fc-Perp 750psi Ft 2025psi Eminbend-xx 1118.19ksi Density 45.07 pct ADJ,Jied Loads Unit Load: D = 0.10, L = 1.0 k/ft, Trib=-1.0 ft D..esiQo summary Max fb/Fb Ratio = 0.554 • 1 fb : Actual : 1,592.32 psi at 4.250 ft in Span# 1 Fb : Allowable : 2,876.67 psi D{ 10 1 0 Load Comb : +O+L 5.25x9.25 Max fv/FvRatio = 0.408: 1 fv : Actual : 118.41 psi at 7.735 ft in Span# 1 Fv : Allowable : 290.00 psi Load Comb : +D+L I i .... 8.50 ft x ections Max Reactions (k) .'2 L l.r S. W. f Left Support 0.43 4.25 Right Support 0.43 4.25 Transient Downward 0.155 in Ratio 658 LC; LOnly Total Downward 0.171 in Ratio 598 LC:+D+L Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Project Title: Camston Wrather Mezzanine Engineer: Project ID: Project Descr: CR# 2207 MultjpJe S{mple Beam UC#: {c) ENERCALC I Wood Beam Design : FH2 Calculations per NOS 2018, ISC 2018, CBC 2019, ASCE 7-16 BEAM Size : 6x12, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Gracie : No.2 Fb-Tension 875 psi Fe -Prtl 600 psi Fv 170 psi Ebend-xx 1300ksi 470ksi Density 31.21 pcf Fb -Compr 875 psi Fe • Perp 625 psi Ft 425 psi Eminbend -xx Applied Loads Unif Load: D = 0.10, L = 1.0 k/ft, Trib=o 1.0 ft Design Summary Max fb/Fb Ratio = 0 .661 • 1 fb : Actual : 575.05 psf at 3.250 ft in Span # 1 Fb : Allowable : 870.47 psi Load Comb : +O+l Max fv/FvRatio = 0.352 : 1 fv : Actual : 59.91 psi at 0.000 ft in Span# 1 Fv: Allowable : 170.00 psi Load Comb : +D+L Max Reactions (k) Q l. Lr 'Ji.. .E !::! Left Support 0.33 3.25 Right Support 0.33 3.25 Wood Beam Design : FH3 -·--· -.,::. .... -. .;;;_~~-~._---~--.-1~-__ .__ ----:·-~:-~ ex12 6.50 fl ax ctions Transient Downward 0.045 in Ratio 1750 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: ;., .•.•...•.• ·----··-·· ··-·· -I Total Downward Ratio Total Upward Ratio 0.049 in 1591 LC: +D+L 0.000 in 9999 LC: Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size : 6x8, sawn, Fully Unbraced Usihg Allawable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Grade : No.2 Fb -Tension 750 psi Fe -Pr11 700 psi Fv 170 psi Ebend-xx Fb -Compr 750 psi Fe -Perp 625 psi Ft 475 psi Eminbend • xx 1300ksi 470ksi Density 31.21 pcf Applied Loads Unif Load: D = 0.10, L :: 1.0 k/ft, Trib=o 1.0 ft Design Sumn18[)'. Max fb/Fb Ratio = 0.866; 1 fb : Actual : 648.00 psi at Fb : Allowable : 748.59 psi Load Comb : +D+L 2.250 ft in Span # 1 Max. fv/FvRatio = 0.385 : 1 fv : Actual : 65.40 psi at Fv : Allowable ; 170.00 psi 0.000 ft in Span# 1 Load Comb : +D+L Max Reactions (k) Q .L. Leff Support 0.23 2.25 Right Support 0,23 2.25 Le .s. .E I:! ... -. --. .... ..... :7"~:---~-------.:~ ~--;:-·,:....:,_-,.-_~_-.;_· ___ •• /;"=.;;., ,. ,._ ax e ectionS 6x8 4.50ft Transient Downward 0.037 in Ratio 1463 LC:LOnly Transient Upward 0.000 in Ratio 9999 LC: Total Downward 0.041 in Ratio 1330 LC:-+O+L Total Upward 0.000 in Ratio 9999 LC: .Wood Colµrrin .. L 1 , Buiki:20.22.3.1 DESCRIPTION: Typical Wall Stud Code References Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-10 General Information Analysis Method Allowable Stress Design End Fixities Top & Bottom Pinned Owrall Column Height ( Used for non-i;/er>der calclifal'ons) Wood Species Douglas Fir-Larch Wood Gracie No.2 Fb + 900.0 psi Fv Fb -900.0 psi Ft Fe -Prn 1,350.0 psi Density Fe • Perp 625.0 psi 10 ft 180.0 psi 575.0 psi 31.210 pcf Project Title: Camston Wrather Mezzanine Engineer: Project ID: Project Descr. CR# 2207 CRSE Wood Section Name Wood GradinglManuf. Wood Member Type Exact Width Exact Depth Area Ix ly Project File: 2207.ed>, h6 Graded Lumber Sawn 1.50 in Allow Stress Modification Factors 5.50 in Cf or Cv for Bending 1.30 8.250 in112 Cf or Cv for Compressioi 1.10 20. 797 in"4 Cf or Cv for Tension 1.30 1.547 in"4 Cm : Wet Use f=actor 1.0 Ct: Temperature Fact 1.0 Cfu : Flat Use Factor 1.0 1 E : Modulus of Elasticity . . . x-x Bending Basic 1,600.0 y-yBending 1,600.0 580.0 Axial 1,600.0ksi Kf : Built-up columns Use Cr : Repetitive ? 1.0 NOS153.2 No Minimum 580.0 Brace condition for deflection (budding) along columns : X-X (width) axis : Fully braced against buckling ABOlfT Y-Y Axis Y-Y (depth) axis: Unbraced Length b-buckling ABOlfT X--X Axis"' 1( Applied Loads Service loads entered. Load Factors will be applied for calculations. AXIAL LOADS ... Axial Load at 10.0 ft, Xecc = 0.50 in, Yecc = 1.0 in, D = 0.130, L = 1.340 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bendiog Stress Ratio = 0.5519 : 1 Maximum SERVICE Lateral Load RMCtions .. Load Combination +D+L Top along Y-'r 0.01225 k Bottom along Y-Y 0.01225 k Gowming NOS F<rih>htp + Mxx + Myy, NOS Eq. 3.9-Top along X-) 0.006125 k Bottom along X-X 0.006125 k Location of max.above base 9.933 ft Maximum SERVICE Load Lateral Deflections ... Al maximum location values are . Applied Axial Applied Mx Applied My Fe : Allowable PASS Maximum Shear Stress Ratio= Load Combination Locatlon of max.above base Applied Design Shear Allowable Shear Load Combination Results Load Combination Co OOnly +D+L +D+0.750L +0.60D Maximum Reactions 0.900 1.000 1.250 1.600 1.470k -0.1217 k-ft -0.06084 k-ft 808.37 psi Along Y-Y -0.04116 in at 5.839 rt above base for load rombination : +D+l Along X-X -0.27o7 in at 5.839 ft above base for load combination : +D+L Other Factors used to calculate allowable stresses ... 0.01237 : 1 ~ Compression ~ +D+L 10.0 ff 2.227 psi 180.0 psi Cp Maximum Axial + Bending Stress Ratios 0.585 0.544 0.461 0.376 Stress Ratio Status Location 0.04661 PASS 9.933ft 0.5519 PASS 9.933ft 0.3309 PASS 9.933ft 0.01567 PASS 9.933 ft Maximum Shear Ratios Stress Ratio Status Location 0.001216 PASS 10.0 ft 0.01237 PASS 10.0 ft 0.007643 PASS 10.0 ft 0.000410 PASS 10.0 ft Note: Only non-zero reactions are listed. X-X Axis Reaction k Y -Y Axis Reaction Axial Reaction @ Base My -End Moments k..ft Mx-End Moments Load Combination D Only +D+L +D+0.750l +0.600 @Base ...().001 -0.006 -0.005 -0.000 @Top 0.001 0.006 0.005 0.000 @Base @Top -0.001 0.001 ...0.012 0.012 -0.009 0.009 --0.001 0.001 0.130 1.470 1.135 0.078 @ Base @ Top @ Base @ Top ~ ta=! "'?!'?'I ' C,, t..4,...~, 1...rf;( : ~c,k-n <PJ : --Z..~~~ ~H-fr"T"''6-f ~ ~,~ ~~ C,A--1-U!"' q,-r~ (!,,,~? p I ~p~ '-:::' • .,.d-~., ~~ lv v'~lv-J ,_j e.,Jr-r f;> ,t,? _ -/'. ) ~l":?/!C-, C-A---"f .:JI r---l-)r \f?uiwr:? 4';,IA./ C Mark Material n Nall 0 Stucco 1 3J8·cox Plywd 8d 2 3/S'CDX Plw,,d 8d 3 3/B"CDX Plywd 8d 4 3/6"CDX Pl'/Wd 8d 5 15/32"CDX Ptr,vd 10d 6 15/32"CDX Plywd 10d 7 15/32'CDX Piywd 1Qd 8 15/32'CDX Plywd 10d 9 3/B"Struct I Plvwd 8d 10 3/B"Struct I Plvwd Bd 11 3/S"Strucl I Plywd 8d 12 3/8"Strucl I PIYWd Bd 13 15132•sIruct I Pl\tWd 10d 14 I 5/32'Slruct I Plvwo 10d 15 15/32"Strucl I Plywd 10d 16 15/32"Struct I Plywd 10d 17 18 19 20 SHEAR WALL SCHEDULE Notes 1 • 14 & 21 app_ly_ to all walls .!)S171EDTLER'· No. 937 8"11E Engineer's Computation Pad Nalllna Description Anchor Bolt Sill PL Conn (SPC) Shear Transfer Sheur Notes Edoe Nall (ENI Field Nall (FN) Size SpaclnQ Size $pacing Type Soacfna PLF 1,2 ,3,◄,5,6,7,8,9, IO, 11.12, 13, 14,21 6' o.c, 6" o.c, 5/8' 48'0.1:. 16d 12· o.c A35 24"o.c. 180 1!l,:?0 a• o.c. 12· o.c. 5/8' 4810.r.. 16d a· o.c A35 24"o.c. 220 4"o.c. 12• o.o. 5/6' , 31:o.c. 16d 6' O,C A35 16"o.c. 320 a•o.c. 12· o.c. 5/8" 16''o.c. 16d 4• o.c A35 12•0.o. 410 16 2· o.c, 12· o.c. 518• 12•0.o. 16d 4• o.c A35 s•o.c. 53() 16 6" o.c. 12· o.c. 518• 1610.c. 16d e• o.c A35 1e•o.o. 310 4• o.c. 12· o.c. 5/8" 12'o.c. 16d 4• o.c A35 8'o.c. 460 16 3• o.c. 12· o.c. 5/8" 24"o.c. SDS1/4x6 6' o.c A35 a•o.c. 600 16, 16 2' o.c. 12' o.c. 5/8" 16"0,C. SDS1/4x6 4• o.c LTP4 s•o.c. 770 16, 16 6'o.c. 12· o.c. 5/8" 48'0.C. 16d a· o.c A35 18"o.c. 230 4"o.c. 12• o.c. 5/8' 16°0.0. 16d 611 0.c A35 12•0.c. 360 16 3• o.c. 12· o.c. 5/8" 12•0.c. 16d 4• o.o A35 B'o.c. 460 16 2· 0.0. 12• o.o. 5/8" 24110.0. SDS1/4x6 6" o.c A35 810.c. 610 16,16 6" o.c. 12· o.c. 518" 1a•o.c. 16d 6''o.c A35 16"o.c. 340 4• o.c. 12· o.c. 518" 12•0.c. 16d 4• o.c A35 a•o.c. 510 16 3• o.c. 12• o.c. 5/8" 24"o.c, SDS1/4x6 e•o.c A35 a•o.c. 665 16,16 2· o.c. 12· o.c. 5/8" 1 s•o.c. SDS1/4x6 4• 0.0 LTP4 a•o,c. 870 15,16 i~ ~- ir_ ~ F f <n I \> 1' .. ~ ~- ........ 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K-F-r-~14' <-l~,v ,~.p-,-(-,;;,.\ ! / i,Leo I,,_,.,..,;,,--t 'I' ~ » l"ZAC -~( (; ,{;, i tsr I Ll~t1 ~&. u'' w, ~..;$>< -i '~ J-PT1k< wl ~--~4 ~r 1£L..~ \ : KW 1, Bulki:20.22.3.16 DESCRIPTION: Ftg under SW1,SW2,SW4 Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-10 General, Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Coocrete Density cp Values Flexure Shear Analysis Settings Min Steel % ~ing Reinf. Min Allow% Temp Reinf. • Min. Overturning Safety Factor Add Ftg Wt for Soil Pressure = = = = = Use ftg wt for stability, moments & shears Add Pedestal Wt for Soll Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thickness Pedestal dimensions ... px : parallel to X-X Axis pz : paraHel to Z-Z Axis Height = ::: = = Rebar Centerline to Edge of Concrete ... at Bottom of footing = Reinforcing Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis = 2.50 ksi 60,0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 = 0.00180 = 1~0 : 1 2.0 ft 9,0 ft 24.0 in 6.0 in 60.0 in 1.0 in 3.0 in Yes Yes No No Number of Bars = 4 Reinforcing Bar Size = # 4 BandWldth Distribution Check. (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone Bars along X-X Axis 36.4 % # Bars required or, each side of zone 63.6% Applied Loads P : Column Load OB : Ovefburden M-xx M-zz V-x V..z D = 0.120 = = = Lr Project Title: Camston Wrather Mezzanine Engineer: Project ID: Project Descr: CR# 2207 Project FIie: 2207.ec6 RSE (c) ENERCAL I Soil Design Values Allowable Soil Beating Soil Density Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) SoiVConcrete Friction Coeff. lncreasu based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below = ;:: = = = Increases based on footing plan dime.nsion Allowable l)fessure increase per foot of depth when max. length or-width is greater than L s w = E 18.20 0.0 2.0 ksf 110.0 pct No 250,0 pcf 0.30 1.0 ft ksf ft H ksf ft k ksf k-ft k-ft k k Project Title: Carnston Wrather Mezzanine Engineer. Project ID: Project Oescr: CR# 2207 1 .3.16 CRSE DESCRIPTION: Ftg under SW1,SW2,SW4 DESIGN SUMMARY --•i41Gii•JQ-- Min. Ratio Item Applied Capacity Gow.ming Load Combination PASS 0.9905 Soil Bearing 1.981 ksf 2.0 k.sf +0.60D+0.70E about X-X axis PASS 1.132 OYertuming -X-X 12.740 k-ft 14.418 k-ft +0.60D+0.70E PASS n/a Overturning -Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS nia Uplift 0.0 k 0.0 k No Uplift PASS .0000520 Z Flexure (+X) 0.002625 k-Mt 50.472 k-Mt +1.400 PASS .0000520 Z Flexure (-X) 0.002625 k-Mt 50.-4 72 k-ft/ft +1.400 PASS 0.03085 X Flexure (+Z) 2.570 k-ft/ft 83.306 k-ftlft +0.90D+E PASS 0.008354 X FleX1Jre (-Z) 0.6959 k-ft/ft 83.306 k-ft/ft +1.20D+E PASS nla 1-way Shear (+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X) 0.0 psi 0.0 psi n/a PASS 0.02634 1-way Shear(+Z) 1.976 psi 75.0 psi +0.90D+E PASS 0.004971 1-way Shear (-Z) 0.3729 psi 75.0 psi +1.20D+E PASS n/a 2-way Punching 0.1981 psi 75.0 psi +1.400 Detailed Results Soll Bearing Rotati041 Axis & Xecc Zecc Adual Soil Bearing stress @ location Actuaf / Allow Load Combination ... Gross Allowable (in) Bottom, -Z Top,+Z Lett, -X Right, +X Ratio X-X, D Only 2.0 n/a 0.0 0.2967 0.2967 o/a n/a 0.148 X•X, +D+0.70E 2.0 n/a 28.629 0.0 0.8359 n/a n/a 0.418 X-X. +D+0.5250E 2.0 n/a 21.4n 0.0 0.6530 n/a n/a 0.327 X-X. +0.600 2.0 n/a 0.0 0.1780 0.1780 n/a n/a 0.089 X-X, +0.600+0.70E 2.0 n/a 47.715 0.0 1.981 n/a n/a 0.991 2-Z. 0 Only 2.0 0.0 n/a n/a n/a 0.2967 0.2967 0.148 Z-Z, +D+0.70E 2.0 0.0 n/a nla n/a 0.2967 0.2967 0.148 Z-Z, +0+0.5250E 2.0 0.0 n/a n/a n/a 0.2967 0.2967 0.148 Z-Z, +0.600 2.0 0.0 n/a nla n/a 0.1780 0.1780 0.089 Z-Z. +0.60D+0.70E 2.0 0.0 n/a n/a n/a 0.1780 0.1780 0.089 Overturning Stability Rotation Axis & Load Combination ... Overturning Moment Resls1lng Moment Stability Rat.lo Status X-X, OOnly None 0.0 k•ff Infinity OK X-X, +D+0.70E 12.740 k-ft 24.030 k-ft 1.886 OK X-X, +0+0.5250E 9.555 k-ft 24.030 k-ft 2.515 OK X-X, +0.600 None 0.0 k-ff Infinity OK X-X, +0.600+0.70E 12.740 k..ft 14.418 k-ft 1.132 OK Z-2, D Only None 0.0 k-ft Infinity OK Z-Z, +D+0.70E None 0.0 k-ft Infinity OK 2-2, +D+0.5250E None 0.Ok..ft Infinity OK Z-Z, +0.600 None 0.0 k-ft Infinity OK Z-2, +0.600+0.70E None 0.0 k-ft Infinity OK Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvm.As Actual As PhMan Status k-ft Sufface in"2 in"2 in"'2 k-ft X-X, +1.400 0.01867 +Z Bottom 0.5184 AsMin 0.930 83.306 OK X-X, +1.400 0.01867 -Z Bottom 0.5184 AsMin 0.930 83.308 OK X-X. +1.200 0.0160 +Z Bott.om 0.5184 AsMin 0.930 83.306 OK X-X, +1.200 0.0160 -Z Bottom 0.5184 AsMin 0.930 83.308 OK X-X, +1.20D+E 1.533 +Z Bottom 0.5184 AsMin 0.930 83.306 OK X-X, +1.20D+E 0.6959 -Z Top 0.5184 AsMin 0.930 83.306 OK X-X, +0.900 0.0120 +Z Bottom 0.5184 .AsMin 0.930 83.306 OK X-X. +0.900 0.0120 -Z Bottom 0.5184 AsMin 0.930 83.306 OK X-X, +0.90D+E 2.570 +Z Bottom 0.5184 AsMin 0.930 83.306 OK X-X, +0.90D+E 0.5219 .z Top 0.5184 .AsMin 0.930 83.306 OK z.z. +1.40D 0.002625 -X Bottom 0.5184 AsMin 0.5511 50.472 OK Z-Z, -t-1 .400 0.002625 +X Bottom 0.5184 AsMin 0.5511 50.472 OK • ' A1".4-\ 1 ~ I FF====~=: II 11 4f) ,.,. u,"1 ~¥' ~ G'" 11 •-~V\ -;;: 1,. 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