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Home My WebLink About2724 Loker Ave W; ; CBC2018-0237; Permit( City of Carlsbad Commercial Permit Print Date: 08/28/2018 Permit No: CBC2018-0237 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2724 Loker Ave W BLDG-Commercial 2090813500 $506,493.90 Work Class: lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: PLANET INNOVATION: 10,890 SF OFFICE TO OFFICE Tl Applicant: PAUL CROSSLAND 13955 Stowe Dr, 107 Poway, CA 92064-6887 858-518-1521 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Owner: FENTON HG COMPANY 7757 Mission Valley Rd SAN DIEGO, CA 92108 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE Expedited Plan Review Per Hour -Office Hours GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $4,441.42 Total Payments To Date: Tenant Improvement $4,441.42 Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Balance Due: 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 tees 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. Closed -Finaled 04/27/2018 06/01/2018 TFraz 8/10/2018 3:39:38PM $0.00 $2,058.00 $1,440.60 $242.00 $264.00 $170.00 $104.00 $21.00 $141.82 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILDING OFIRE 0HEALTH OHAZMATIAPCD I C_cityof Building Permit Application Plan Check No.~,201i-02.~ -=r. 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value l:"i.""'1 • "'-tq4 Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit ' email: building@carlsbadca.gov www.carlsbadca.gov Date '-\-?;-"'\-\~ JOB ADDRESS SUlTEt/SPACEt/UNITt IAPN 209 2724 Loker Ave West, Carlsbad, CA 92010 -081 -28 -00 CT/PROJECT# I LOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP 74-21 5&6 Planet Innovation V-B B DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Tenant improvement within an existing one story building, demolition of walls and partial ceilings, new interior non-load bearing walls, movable partitions, and modifications to existing mechanical, electrical, and plumbing. Area of improvement 10,890SF EXISTING USE I p-:;;Fi"cE I GARAGE {Sf) PATIOS (SF) ·1 DECKS (SF} FIREPLACE IAIR CONDITIONING I FIRE SPRINKLERS e>FF/l,€:. v,so Nc{ZJ YES [Z]No D ves[Z] NOD APPLICANT NAME Innovative Tenant Improvements PROPERTY OWNER NAME H.G. Fenton Primary Contact ADDRESS ADDRESS 13955 Stowe Dr. #107 7577 Mission Valley Rd CITY STATE ZIP CITY STATE ZIP Poway CA 92064 San Die110 CA 92108 PHONE PHONE len .. 1 (lrQ~')\~ 858-518-1521 619-400-0120 I FAX 619-400-0111 EMAIL EMAIL Paul@innovativeti.com DESIGN PROFESSIONAL Nancy Suda CONTRACTOR BUS. NAME Innovative T .I. ADDRESS ADDRESS 4964 Dick Street 13955 Stowe Dr. #107 CITY STATE ZIP CITY STATE ZIP San Die110 CA 92115 Powav CA 92064 PHONE IFAX PHONE I FAX 619-501-8533 858-518-1521 EMAIL EMAIL www.studiosuda.com Paul@innovativeti.com I STATE LIC. # STATE UC.# !°LASS b ICllYBUSBLOS1230541 906968 (Sec~ 7031.5 Business and Professions Code: Any City or County which requires a permit to. construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the prov1s1ons of the Contractor's License LawjCha'fter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 03 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 81 have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued ~ I have and will maintain workers' 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 earner and policy number are: Insurance Co. State Fund Policy No. 9200478-2018 Expiration Date 12/3112018 ~section need not be completed if the permit Is for one hundred dollars ($100) or less. LJ 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 worke ' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, da vlde S · n 3706 of the Labor code, interest and attorney's fees. _g CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D D 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property imJ:fOvement. 0Yes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the follo~ng person to coordinate, supervise and provide the major work (incll!de name I address I phone I contractors' license number): 5. I will provide some of the wor'K, but I have contracted {hired) the following persons to provide the wor'K Jldicated (include name I address I phone I type of work): 8f PROPERTY OWNER SIGNATURE 0AGENT DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY ls the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ['] Yes ['] No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ['] Yes ['] No ls the facility to be constructed within 1,000 feet of the outer boundary of a school site? ['] Yes ['] No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the above infonnatlon Is oorrect and that the Information on the plans Is accurate. I agree to oompty with all City ordinances and state laws relating to bUlclng coostructlon. I hereby ailhorize re~ntative of the City of Carlsba.:l lo enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is mquired for excavations over 5'0' deep and demolition 0< oonstructon of structures over 3stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building 0< work authorized by such permit is not commenced 'within 180 days from the date of such permit orif 1 1 or work 'zed by such permit is suspended or abandoned at any tirre after the work is oomrrenced for a perk:ld of 180 days (Secoon 106.4.4 Uniform Building Code). fl5 APPLICANT'S SIGNATUR ' ,, " '' ' "' ' t ~. PERMIT INSPECTION HISTORY REPORT (CBC2018-0237) Pcrrnit Type: BLDG-Commercial Application Date: 04/27/2018 Owner: Work Class: Tenant Improvement Issue Date: 06/01/2018 Subdivision: Status: Closed -Finaled Expiration Date: 02/18/2019 Address; IVR Number: 11025 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 0811012018 08/10/2018 08/22/2018 08/22/2018 August 28, 2018 BLOG-Flnal Inspection 068568-2018 Checklist lte1n BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLOG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Fire Final 065654-2018 Checklist Item FIRE-Building Final CheckHst Item FIRE-Building Final Passed Tim Frazee COMMENTS TCO pending paperwork, Title 24, Test & Balance, Non Residential & Recycling COMMENTS TCO pending paperwork, Title 24, Test & Balance, Non Residential & Recycling Passed Cindy Wong COMMENTS COMMENTS FENTON H G COMPANY PARCEL MAP NO 19442 2724 Loker Avew Carlsbad, CA 92010-6603 Reinspection Passed Yes Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Passed Yes Passed Yes Complete Complete Complete Page3of3 ' 'e;; ' ,:;, :' , '"' PERMIT INSPECTION l:f!STORY REPORT (CBC2018-0237) Permit Ty pc: BLDG-Commercial Application Date: 04/27/2016 Owner: FENTON H G COMPANY Work Class: Tenant Improvement Issue Date: 06/01/2016 Subdivision: PARCEL MAP NO 19442 Status: Closed -Finated Expiration Date: 02/16/2019 Address: 2724 Loker Avew Carlsbad, CA 92010-6603 IVR Number: 11025 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency All drywall hung Yes BLDG-44 063495-2018 Passed Tim Frazee Complete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Pookie on all ducts OK Yes Checklist ltern COMMENTS Passed BLDG-Building Deficiency Pookie on all ducts OK Yes 07/26/2018 07/26/2018 BLDG-85 T-Bar, 065075-2018 Passed Tlm Frazee Complete Ceillng 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 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 08/07/2018 08/07(2018 BLDG-Final 066204-2018 Partial Pass Tim Frazee Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final TCO pending paperwork, Title 24, Test & No Balance, Non Residential & Recycling BLDG-Electrical Final No Checklist lten1 COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final TCO pending paperwork, Title 24, Test & No Balance, Non Residential & Recycling BLDG-Electrical Final No -·---•~·---••W- August 28, 2018 Page 2 of 3 ' \ ~ ' PERMIT INSPECTION HISTORY REPORT (CB(:;2018-0237) Pcrrnit Type: BLDG-Commercial Application Date: 04/27/2018 Owner: FENTON H G COMPANY Work Class: Tenant Improvement Issue Date: 06/01/2018 Subdivision: CARLSBAD TCT#74-21 Status: Closed -Finaled Expiration Date: 02/18/2019 Address: 2724 Loker Avew Carlsbad, CA 92010-6603 IVR Number: 11025 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/06/2018 06/06/2018 BLDG-21 060159-2018 Passed Chris Renfro Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Checklist ltem COMMENTS Passed BLDG-Building Deficiency Yes 06/28/2018 06/28/2018 BLDG-14 062518-2018 Passed Tlm Frazee Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-24 062519-2018 Partial Pass Tim Frazee Reinspection Incomplete RoughrTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough in walls OK Yes Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough in walls OK Yes BLDG-34 Rough 062520-2018 Partial Pass Tim Frazee Reinspection Incomplete Electrical Checklist lte,n COMMENTS Passed BLDG-Building Deficiency Rough in walls Yes Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough in walls Yes 07(03(2018 07/03(2018 BLDG-17 Interior 062964-2018 Passed Tim Frazee Complete LathfDrywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall screws OK except patches Hard lid Yes framing in 2 labs OK Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall screws OK except patches Hard lid Yes framing in 2 labs OK 07(10/2018 07/10/2018 BLDG-17 Interior 063494-2018 Passed Tim Frazee Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency All drywall hung Yes August 28, 2018 Page 1 of3 DATE: 5/21/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0237 ~ EsG1I A SAFEbui\fCompany SET: II PROJECT ADDRESS: 2724 Loker Ave. W. PROJECT NAME: Planet Innovation Tenant Improvement 1:1 APPLICANT 1:1 JURIS. ~ 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 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 EsGil 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: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the ~plicant that the plan check has been completed. Person contacted: /' (;',Telephone#: Date contacted: ,/' (by:~) Email: Mail Telephone Fax In Person D REMARKS: By: Jason Pasiut EsGil 5/15/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: 5/8/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0237 ~ EsG1I A SAFEbuilt"Company SET: I PROJECT ADDRESS: 2724 Loker Ave. W. PROJECT NAME: Planet Innovation Tenant Improvement 0 APPLICANT /4 JURIS. 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Paul Crossland D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Paul Crossland Telephone#: 858-518-1521 Date cont · sli I 1~ (byM Email: paul@innovativeti.com Telephone~ Fax In Person D REMARKS: By: Jason Pasiut EsGil 5/1/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad CBC2018-0237 5/8/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0237 OCCUPANCY: B TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: within SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/27/2018 DATE INITIAL PLAN REVIEW COMPLETED: 5/8/2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office ACTUAL AREA: 10,890sf STORIES: 1 HEIGHT: unchanged OCCUPANT LOAD: 183 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/1/2018 PLAN REVIEWER: Jason Pasiut This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list {or a copy) where each correction item has been addressed. i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2018-0237 5/8/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0237 PREPARED BY: Jason Pasiut BUILDING ADDRESS: 2724 Loker Ave. W. BUILDING OCCUPANCY: B, Fl BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier 10890 46.51 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance -----· --1997 UBC Buildin Permit Fee g • 1997 UBC Plan Check Fee • i Type of Review: 0 Complete Review 0 Repetitive Fee ~ Repeats Comments: D Other 0 Hourly EsGII Fee DATE: 5/8/2018 Reg. VALUE ($) Mod. 506,494 506,494 0 Structural Only 1------IIHr. @ • $1,173.211 Sheet 1 of 1 Carlsbad CBC2018-0237 5/8/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. • PLANS 1. Provide a minimum plumbing facilities calculation to justify the number of facilities proposed, showing exemption from urinals and drinking fountains per CPC Table 422.1 and Table A. 2. A complete description of the activities and processes that will occur in this tenant space should be provided. Please provide the UL listing and manufacturer's installation information for all new equipment requiring unique electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and/or seismic restraints if required etc. Section 107.2. • ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11 B-202.4. CBC section 11 B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11 B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 3. Existing primary entrance to the building or facility, including: a) Show the existing ramp slope, cross-slope, 48" minimum width, landing at the top in compliance with 11 B405. 7 .5 (44" additional landing length in the Carlsbad CBC2018-0237 5/8/2018 direction of travel -measured from the end of the door in an open position), 72" long landing at the bottom, compliant changes in direction (60" x 72") in compliance with CBC 11 B-405. b) Show the existing accessible entrance door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 118-206.4. 4. Proposed drinking fountains (if any) shall be shown to comply with the accessibility features of 11 B-602 and 11 B-211.2. 5. Existing signage at parking stall, building entrance, route to accessible features and the accessible features themselves. a) Existing accessible parking identification for unauthorized vehicles per 11 B- 502.8. b) Compliant restrooms marked with signs per 11 B-703.7.2.6, including braille and the International symbol of accessibility. 11 B-216.8. 6. Show the accessible cabinets at all new sinks 10 and 11 within the science and wet labs. 11 B-606. • PARTITION I FRAMING 7. Sheet S1 shows the moveable wall with detail callouts for 6 on S3. Detail 6 on sheet S3 shows a beam with all-thread for track attachment. Sheet A3 has callout 19 for a new flange steel beam. Sheet A5 has callout 5 for detail 4 on sheet AB showing the flange steel beam. Please clarify these to show how the header and flange steel beam attach to the existing framing and to the moveable wall. • PLUMBING 8. Show the condensate cleanout location. CMC 310.3.1. • ELECTRICAL 9. Show GFCI protected receptacles within 6' of sinks and within the breakroom area. CEC 210.8. 10. A GFCI protected receptacle outlet is required within 25 feet and on the same level as the mechanical equipment (heating, air-conditioning, and refrigeration equipment). Please include on the plans. NEC 210.63. • END OF REVIEW To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation Carlsbad CBC2018-0237 5/8/2018 page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: IJ Yes IJ No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Jason Paslut at Esgil. Thank you. ENGINEERING STRUCTURAL CONSULTING ENGINEERS BOZEMAN, MT "'· (406) 562-791 l F. (4061 587·0673 SAN DIEGO, CA P, (8581 273-3158 r. (858) 270·1978 STRUCTURAL CALCULATIONS Ero ject, Loker Street Tl Elan Check, 100 CD &ubmittal DateA-24-18 Location, 2124 Loker Street, Carlsbad CA 4-14-IB Prepared for, Innovative Tenant Improvements San Diego, CA 0 <O o~ l.(')0 ('f) ~ ~ t-<O N o-(j) '¢ 0 N t,.. M N 0 I co r 0 N u m u Design Criteria: Governing Code: 2016 California Buidling Code LOADS: Roof SL: Roof Dead: w/ BUR 1/2 Plwyood sheathing 2.5 Framing 5 Gyp board 1.5 Built up roofing 3 Insulation 1.5 Misc. 1.5 15 Floor Live: olpsf Floor Dead: w/o radiant 3/4 Plywood sheathing 3 Framing 3 Floor cover 6 Gyp board 2 Misc. 1 15 Soils: Per report 1"-Q'-a_ll= __ ---".__ __ __.o I psf Seismic: Soil Profile D Sds= 0.78 g R= I= V= w ENGINEERING !min psf psf psf psf psf psf psf !Residential psf psf psf psf psf psf shallow Wind: !ASCE 7-10 I Work Summary: Project: Loker Tl Roof Dead: w/ Tile 1/2 Plwyood sheathing Framing Gyp board Tile and Felt Insulation Misc. 3/4 Plywood sheathing Framing Floor cover 11/2 LT WT Cone Gyp board Misc. Provide lateral and gravity support and connections for new RTU and partition wall 0 0 0 0 0 0 0 0 0 0 0 0 0 0 psf psf psf. psf psf psf psf psf psf psf psf psf psf psf San Diego CA ~ fl..._fl ("F,l ~ You can change this area ~ ulJ ~ Lr--' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project Descr: Project ID: Pnnted 23 APR 2018, 1'23PM Title Block Line 6 ASCE Seismic Base Shear File= D:ISHOP 201 B~NNOVATIVE\LOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 I, II' I sds Risk Category Risk Category of Building or Other Structure : Seismic Importance Factor Gridded Ss & S1values ASCE-7-10 Standard 'II' : All Buildings and other structures except those listed as Category I, Ill, and IV •• Calculations per ASCE 7-10 ASCE 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5, Table 1.5-2 ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping : Ss 1.032 g,0.2sec response Latitude = Longitude = 33.130 deg North 117.260 deg West S 1 0.4016 g, 1.0 sec response Site Class, Site Coeff. and Design Category = D ASCE 7-10 Table 20.3-1 Site Classification 'D' : Shear Wave Velocity 600 to 1,200 fUsec Site Coefficients Fa & Fv Fa Fv 1.09 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration Design Spectral Acceleration Seismic Design Category Resisting System s MS= Fa. Ss S Ml = Fv • S1 s 05= s M*.Ji3 Sot S M12/3 = 1.60 1.122 0.642 0.748 0.428 D Basic Seismic Force Resisting System ... Bearing Wall Systems Special reinforced concrete shear walls Response Modification Coefficient ' R' System Overstrength Factor ' Wo ' Deflection Amplification Factor ' Cd ' NOTE! See ASCE 7-10 for all applicable footnotes. Lateral Force Procedure 5.00 Building height Limits : 2.50 Category 'A & B' Limit Category 'C' Limit 5.oo Category 'D' Limit Category 'E' Limit Category 'F' Limit No Limit No Limit Limit= 160 Limit= 160 Limit= 100 Equivalent Lateral Force Procedure The 'Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7 -10 12.8 Determine Building Period Structure Type for Building Period Calculation : All Other Structural Systems •Ct' value 0.020 'hn' : Height from base to highest level = 'x 'value 0.75 'Ta ' Approximate fundemental period using Eq. 12.8-7 : Ta = Ct• (hn • x) = 'TL': Long-period transition period per ASCE 7-10 Maps 22-12 -> 22-16 25.0 ft 0.224 sec 8.000 sec ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE 7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 UseASCE 12.8-7 Building Period ' Ta' Calculated from Approximate Method selected 0.224 sec 11 Cs II Response Coefficient ASCE 7-10 Section 12.8.11 0.150 S 05: Short Period Design Spectral Response = • R ' : Response Modification Factor = • I ' : Seismic Importance Factor = Seismic Base Shear Cs = 0.1496 from 12.8.1.1 0.748 5.00 1 From Eq. 12.8-2, Preliminary Cs From Eq. 12.8-3 & 12.8-4 , Cs need not exceed From Eq. 12.8-5 & 12.8-6. Cs not be less than Cs : Seismic Response Coefficient = W ( see Sum Wi below ) = Seismic Base Shear V = Cs * W = 0.00 k 0.00 k = = 0.383 = 0.033 = 0.1496 ASCE 7-10 Section 12.8.1 San Diego CA [1£2. r1.-Jl ri=il ~ You can change this area c=..1 Lf-u ~ L;-' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Printed: 23APR2018. t·23PM ASCE Seismic Base Shear File= O:ISHOP 201 S~NNOVATIVE\LOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ec6 ENERCALC, INC.1983-2017, Build:10.17.12.10, Ver:10.17.12.10 I, II• I •• Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.8.3 'k': hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi : Weight Hi: Height (Wi • Hi'k) Cvx Fx=Cvx * V Sum Story Shear Sum Story Moment SumWi = 0.00 k SumWi •Hi= 0.00 k-ft Total Base Shear = 0.00 k Diaphragm Forces : Seismic Design Category "B" to "F" Level# Wi Fi Sum Fi SumWi Fpx: Calcd Fpx : Min Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . . . . . . Sum of 'Lat. Force' of current level plus all levels above MIN Req'd Force@ Level . . . . . . . . . 0.20 • S 08 I • Wpx MAX Req'd Force @ Level . . . . . . . . 0.40 • S 08 I • Wpx Fpx : Design Force@ Level .. . . . . . Wpx • SUM(x->n) Fi I SUM(x->n) wi, x = Current level, n = Top Level Base Moment= 0.0 k-ft ASCE 7-10 12.10.1.1 Fpx : Max Fpx Dsgn. Force San Diego CA ~ n....Jl ("F,l ~ You can change this area ~ l.JlJ l.:::=5 l_f--' using the 'Settings' menu item and then using the 'Printing & Title Block' selection. ENGINEERING Project Title: Engineer: Project Descr: Project ID: Title Block Line 6 Pnnted 25 APR 2018. 9.20AM ASCE Seismic Demands on Nonstructural Componlfffsl:1sHoP 201a11NNOVAr1vE1LoKERAVE14-CALcu~r10Ns1LoKERAVE r1.ec6 ENERCALC, INC.1983-2017, Build.10.17.12.10, Ver:10.17.12.10 1,tt • I •• Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13.4.1 h = 30.0 ft s 05 = 0.780 Description : AC 1A ap = 1.00 W p= 1,370.0 Fp Upper Limit = 1,709.76 Fp Lower Limit = 320.58 Description : HP1 ap = 1.00 W p= Fp Upper Limit = Fp Lower Limit = 600.0( 748.80 140.40 Description : PARTITION WALL ap = 1.00 W p= 324.0( Fp Upper Limit = 404.35 Fp Lower Limit = 75.82 z = 30.00ft Rp = Fp Calc'd : Components= Connections = z = 30.00ft Rp = Fp Calc'd : Components = Connections = z = 15.00ft Rp = Fp Calc'd : Components = Connections = a P : Component amplification factor, Table 13.5-1 or Table 13.6-1 W P : Component operating weight z Height of point of attachment 2.50 2.50 1.50 R : Component response modification factor (Table 13.5-1 or Table 13.6-1) p I : Component importance factor (Section 13.1.3) p I P= 1.00 z/h : Actual = 1.00 z/h Design = 1.00 512.93 Fp DESIGN : Components = 512.93 512.93 Connections = 512.93 I p = 1.00 z/h : Actual = 1.00 z/h Design = 1.00 224.64 224.64 Fp DESIGN : Components Connections = 224.64 = 224.64 IP = 134.78 1.00 z/h : Actual = 0.50 z/h Design = 0.50 134.78 Fp -Calc'd Fp -Upper Fp -Lower Fp -Design Fp DESIGN : Components Connections = 134.78 = 134.78 Calculated Fp, Eq (13.3-1), Same units as Wp Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp Lower Limit on Fp, Eq (13.3-3), Same units as Wp Fp for design purposes, Same units as Wp 111 .. //,) ()¥ lfC lj e ,2, /'2, '4 - iJ1 ..r I ,.) \ I <. v,# /c 7&~ t111' I = Iv "o «~ 1' e.lt cf, ? J-~ Dr' ~k~ -ti z ~v f~' \\--\~->\ ENGINEERING U-1 · tr:;6 S.. f} -~Oi' L{": t) f J J 7 ~.l, ~ ·. b M , r(!~J ---60 ~ ui/v-1(2-D J ~ fo 'P SAN DIEGO cellfornle BOZEMAN montene 406.582.7911 Fax:4DB.587.D673 Lohv /fv<!! /;:Ju d t:,, J It_) ~· ENGINEERING ...... ~ ................ ---~---- l // ______ _, __ ~-J (v<-(J , o ( 2o I e! /~ o ._ /¥' I jf;/-, /tf D ~ I ~ V1?J S ¥,;, SAN DIEGO c e lifornie BOZEMAN montene 4D8.582.7811 Fax:4D6.587.D673 f!,~v /, J 'u " tvJ)& JYY ;t1 ~ L/ 10 /--ti [/-/~{)#- /f../r or ICA A..J ~ ENGINEERING ~,, l}r I b J s .. 0 .e,1 ? /fa/ JArnlfo/ i'f!.:>T Zo -) \,r,6). i /1 lAc, fp ~ /5lf?"' ~ 714-i 7x 7 A I i C l\,<l l"' r (? ;(/~C> /;Jodt L o,40-. '-fJ ~~., J'-/u ~ o~_ SAN DIEGO celi:ornle BOZEMAN monten a 4D6.582.7911 Fax:4D6.587.D673 lo ~,t/ J4-v <-- ;1/J .:1. -a ,U+,....c, ~ ~ . ' ~:J !/5~:(!) Ye...H/-t .ffz_f'L~'1? ~ 6111'~ ENGINEERING SAN DIEGO celilornle BOZEMAN montana 406.582.7911 Fax:406.587.0673 ---t\/1',. t I& ~ L'> l/ ~e.. ~· \3 ) % ,,I)( 2 11 #'/ L 4 t, B r' ~I//F ENGINEERING t/., /' r_) ft 11 t -~ z-l l-p ., c) ,5 D"> • tJ. 7 <I}' 0 ·;/ZI %<:\ >"'"/ ?L/7or.tr "5~~~~ o ~ SAN DIEGO calilor nia BOZEMAN montene 406.582.7811 fax:406 .587.0673 San Diego CA ~ r1..-Jl rF,l ~ You can change this area ~ UL! ~ l_f"-' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Pnnted. 23 APR 2018. 10.49AM Wood Beam File= D:\SHOP 201 S~NNOVATIVE\LOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 I.II' I Description : RB1 CODE REFERENCES Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties •• Analysis Method : Allowable Stress Design Fb + 875 psi E : Modulus of Elasticity Load Combination lBC 2015 Fb-875 psi Ebend-xx 1300ksi Fe -Prll 600 psi Eminbend -xx 470ksi Wood Species : Douglas Fir -Larch (North) Fe-Perp 625 psi Wood Grade : No.2 Fv 170 psi Ft 425 psi Density 30.58 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(O 345) D(0.09) Lr(0.12) V • 4x16 Span = 20.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width = 6.0 ft Point Load : D = 0.3450 k@ 4.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable 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 = = 0.906: 1 4x16 990.81 psi 1,093.75psi -t-O+Lr+H 9.635ft Span# 1 Maximum Shear Stress Ratio Section used for this span fv : Actual 0.323 in Ratio = 0.000 in Ratio= 0.608 in Ratio = 0.000 in Ratio = Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 742 >=240 0<240 394>=180 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M fb ·+{}+ti Length = 20.0 ft 0.586 0.195 0.90 1.000 1.00 1.00 1.00 1.00 1.00 5.22 461.42 -+O+l+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.527 0.176 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.22 461.42 -+O+lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.906 0.280 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.20 990.81 -+O+S+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.459 0.153 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.22 461.42 = = = F'b 0.00 787.50 0.00 875.00 0.00 1093.75 0.00 1006.25 Design OK V 0.00 1.06 0.00 1.06 0.00 2.12 0.00 1.06 0.280 : 1 4x16 59.45 psi 212.50 psi +D+lr+H 0.000ft Span# 1 Shear Values Iv 0.00 F'v 0.00 29.91 153.00 0.00 0.00 29.91 170.00 0.00 0.00 59.45 212.50 0.00 0.00 29.91 195.50 San Diego CA ~ ~ fF,) ~ You can change this area ~ UL) ~ u-' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Wood Beam I.II' I Description : RB1 l oad Combination Segment length Span# ·+{}+-0. 750lr-+-0.750l +H Length = 20.0 ft -+0-+-0. 750l-+-O. 750S+H length = 20.0 ft -+0-+-0.60W+H Length = 20.0 ft -+0-+-0.70E+H Length = 20.0 ft 1 -+0-+-0.750Lr-+-0.750L-+-0.450W+H Length = 20.0 ft 1 +0-+-0.750L-+-0.750S-+-0.450W+H Length= 20.0 ft 1 +0-+-0. 750L-+-O. 750S-+-0.5250E+H Length = 20.0 ft 1 -+-0.60D-+-0.60W-+-0.60H Length = 20.0 ft -+-0.60D-+-0.70E-+-0.60H Title Block Line 6 Max Stress Ratios M V 0.785 0.245 0.459 0.153 0.330 0.110 0.330 0.110 0.613 0.191 0.330 0.110 0.330 0.110 0.198 0.066 Length = 20.0 ft 1 0.198 0.066 Overall Maximum Deflections Cd C FN 1.000 1.25 1.000 1.000 1.15 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination Span Max.'-' Defl Location in Span -+O+lr+H 0.6078 9.927 Project Title: Engineer: Project Descr: Project ID: Pnoted: 23APR 2018. 10.49AM File= D:\SHOP 2018UNNOVATIVE\LOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Moment Values Shear Values Cm Ct cl M fb F'b V fv F'v 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 9.70 858.30 1093.75 1.85 52.06 212.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.22 461 .42 1006.25 1.06 29.91 195.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.22 461.42 1400.00 1.06 29.91 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.22 461.42 1400.00 1.06 29.91 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 9.70 858.30 1400.00 1.85 52.06 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.22 461.42 1400.00 1.06 29.91 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.22 461.42 1400.00 1.06 29.91 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.13 276.85 1400.00 0.64 17.95 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.13 276.85 1400.00 0.64 17.95 272.00 Load Combination Max.'+' Dell Location in Span 0.000 Vertical Reactions Load Combination Support notation : Far left is #1 0.0000 Values in KIPS Overall MAXimum Overall MINimum -+O+H -+O+l+H -+O+lr+H -+O+S+H -+0-+-0.750Lr-+-0.750L +H +0-+-0.750L-+-0.750S+H -+0-+-0.60W+H +0-+-0.70E+H -+0-+-0. 750Lr-+-0. 750L-+-0.450W+H -+0-+-0.750L-+-0.750S-+-0.450W+H -+0-+-0. 750L-+-0.750S-+-0.5250E+H -+-0.60D-+-0.60W-+-0.60H -+-0.600-+-0.70E-+-0.60H D0nly Lr Only LOnly SOnly WOnly EOnly H Only Support 1 2.376 1.200 1.176 1.176 2.376 1.176 2.076 1.176 1.176 1.176 2.076 1.176 1.176 0.706 0.706 1.176 1.200 Support 2 2.169 1.200 0.969 0.969 2.169 0.969 1.869 0.969 0.969 0.969 1.869 0.969 0.969 0.581 0.581 0.969 1.200 San Diego CA ~ fl..._1l f"'F1l ~ You can change this area <E=) lJL.J ~ U----using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Pnnted 23 APR 2018. 10.54AM Wood Beam File= D:ISHOP 2018UNNOVATIVE\LOKER AVE\4-CALCULATIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Description : RB2 CODE REFERENCES Calculations per NOS 2012, IBC 201 2, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties •• Analysis Method : Allowable Stress Design Fb + 875.0 psi 875.0 psi 600.0psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Load Combination me 2015 Fb -Ebend-xx 1,300.0ksi Fe -Prll Eminbend -xx 470.0ksi Wood Species : Douglas Fir -Larch (North) Fe · Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Density 30.580pcf 0(0.345) D 0.09 Lr0.12 4x12 Span = 16.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 6.0 ft Point Load : D = 0.3450 k @ 13.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable 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 = 0.979. 1 4x12 1,178.00psi 1,203.13psi +D+Lr+H Maximum Shear Stress Ratio Section used for this span fv : Actual 8.292ft Span# 1 0.330 in Ratio= 0.000 in Ratio= 0.628 in Ratio= 0.000 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 582>=240 0<240 305>=180 0<1 80 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M fb -+O+H Length = 16.0 ft 0.642 0.228 0.90 1.100 1.00 1.00 1.00 1.00 1.00 3.42 556.00 -+O+L +H 1.100 1.00 1.00 1.00 1.00 1.00 Length = 16.0 ft 0.578 0.205 1.00 1.100 1.00 1.00 1.00 1.00 1.00 3.42 556.00 -+O+Lr+H 1.100 1.00 1.00 1.00 1.00 1.00 Length= 16.0 ft 0.979 0.316 1.25 1.100 1.00 1.00 1.00 1.00 1.00 7.25 1,178.00 -+O+S+H 1.100 1.00 1.00 1.00 1.00 1.00 Length = 16.0 ft 0.502 0.179 1.15 1.100 1.00 1.00 1.00 1.00 1.00 3.42 556.00 F'b 0.00 866.25 0.00 962.50 0.00 1203.13 0.00 1106.88 Design OK V 0.00 0.92 0.00 0.92 0.00 1.76 0.00 0.92 0.316: 1 4x12 67.20 psi 212.50 psi +D+Lr+H 15.066 ft Span# 1 Shear Values Iv 0.00 F'v 0.00 34.90 153.00 0.00 0.00 34.90 170.00 0.00 0.00 67.20 212.50 0.00 0.00 34.90 19550 San Diego CA ~ r1r-Jl ~ ~ You can change this area ~ U'-U ~ u-' using the 'Settings' menu item ENGINEERING Wood Beam ····· ' Description : RB2 and then using the 'Printing & Title Block' selection. Title Block Line 6 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN +D-+-0. 750Lr-+-0.750L +H 1.100 Length= 16.0 ft 0.850 0.278 1.25 1.100 +D-+-0. 750L -+-0. 750S+H 1.100 Length= 16.0 ft 0.502 0.179 1.15 1.100 +D-+-0. 60W +H 1.100 Length = 16.0 ft 0.361 0.128 1.60 1.100 +D-+-0 .?OE +H 1.100 Length = 16.0 ft 1 0.361 0.128 1.60 1.100 +D-+-0. 750Lr-+-O. 7 50L -+-0.450W+H 1.100 Length= 16.0 ft 1 0.664 0.217 1.60 1.100 +D-+-0.750L-+-0.750S-+-0.450W+H 1.100 Length= 16.0 ft 1 0.361 0.128 1.60 1.100 +D-+-0.750L-+-0.750S-+-0.525DE+H 1.100 Length= 16.0 ft 1 0.361 0.128 1.60 1.100 -+-0.60D-+-0.60W-+-0.60H 1.100 Length = 16.0 ft 0.217 0.077 1.60 1.100 -+-0.60D-+-0.70E-+-0.60H 1.100 Length = 16.0 ft 0.217 0.077 1.60 1.100 Overall Maximum Deflections Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination Span Max.'-' Deft Location in Span +D+Lr+H 0.6278 8.117 Project Title: Engineer: Project Descr: Project ID: Pnnted. 23 APR 2018, 10 54AM File = D:\SHOP 2018\INNOVATIVE\LOKER AVE\4-CALCULA TIONSILOKER AVE Tl.ec6 ENERCALC, INC.1983-2017, Build:10.17.12.10, Ver:10.17.12.10 •• Moment Values Shear Values Cm C t CL M lb F'b V Iv F'v 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.29 1,022.23 1203.13 1.55 59.13 212.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.42 556.00 1106.88 0.92 34.90 195.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.42 556.00 1540.00 0.92 34.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.42 556.00 1540.00 0.92 34.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.29 1,022.23 1540.00 1.55 59.13 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.42 556.00 1540.00 0.92 34.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.42 556.00 1540.00 0.92 34.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 2.05 333.60 1540.00 0.55 20.94 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 2.05 333.60 1540.00 0.55 20.94 272.00 Load Combination Max.'+' Defl Location in Span 0.0000 0.000 Vertical Reactions Load Combination Support notation : Far left is #1 Values in KIPS Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D-+-0.750Lr-+-0.750L+H +D-+-0.750L-+-0.750S+H +D-+-0.60W+H +D-+-0.70E+H +D-+-0. 750Lr-+-0. 750L-+-0.450W+H +D-+-0. 750L-+-0.750S-+-0.450W+H +D-+-0. 750L-+-0.750S-+-0.5250E+H -+-0.600-+-0 60W-+-0.60H -+-0.60D-+-0.70E-+-0.60H D0nly Lr Only L Only SOnly WOnly E Only H Only Support 1 1.745 0.960 0.785 0.785 1.745 0.785 1.505 0.785 0.785 0.785 1.505 0.785 0.785 0.471 0.471 0.785 0.960 Support2 1.960 0.960 1.000 1.000 1.960 1.000 1.720 1.000 1.000 1.000 1.720 1.000 1.000 0.600 0.600 1.000 0.960 San Diego CA f1C?. (1....Jl rF,l ~ You can change this area c=..l lf-u ~ ~ using the "Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Pnnted. 23 APR 2018, 10.58AM Wood Beam File= D:ISHOP 2018UNNOVATIVE\LOKER AVE\4-CALCULATIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 I , II' I Description : RB3 CODE REFERENCES Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Fb + Load Combination lBC 2015 Fb - Fe-Prll Wood Species : Douglas Fir -Larch (North) Fe -Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 4x12 Span = 16.0 ft 875.0 psi 875.0psi 600.0psi 625.0 psi 170.0 psi 425.0psi .. E: Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend-xx 470.0ksi Density 30.580pcf 0(0 32) Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = O.D150, Lr= 0.020 ksf, Tributary Width= 4.0 ft Point Load : D = 0.320 k@ 8.0 fl Point Load : D = 0.320 k@ 12.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable 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 = 0.86!i 1 4x12 1,040.25psi 1,203.13psi +D+Lr+H Maximum Shear Stress Ratio Section used for this span fv : Actual 8.000ft Span# 1 0.220 in Ratio = 0.000 in Ratio= 0.533 in Ratio = 0.000 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 873>=240 0<240 360>=180 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cct C FN Ci Cr Cm C t CL M lb -+O+H Length= 16.0 ft 0.721 0.205 0.90 1.100 1.00 1.00 1.00 1.00 1.00 3.84 624.15 -+O+L +H 1.100 1.00 1.00 1.00 1.00 1.00 Length= 16.0 ft 0.648 0.185 1.00 1.100 1.00 1.00 1.00 1.00 1.00 3.84 62415 -+O+Lr+H 1.100 1.00 1.00 1.00 1.00 1.00 F'b 0.00 866.25 0.00 962.50 0.00 Design OK V 0.00 0.82 0.00 0.82 0.00 0.249 : 1 4x12 52 .92 psi 212 .50 psi +D+Lr+H 15.066 ft Span# 1 Shear Values Iv 0.00 F'v 0.00 31.39 153.00 0.00 0.00 31.39 170.00 0.00 0.00 San Diego CA f't:::2. n..-11 r'F,l ~ You can change this area ~ UlJ ~ Li--' using the 'Settings' menu item ENGINEERING Description : RB3 and then using the 'Printing & Title Block' selection. Title Block Line 6 Load Combination Max Stress Ratios Segment Length Span# M V Cd C FN Length = 16.0 ft 1 0.865 0.249 1.25 1.100 -+O+S+H 1.100 Length = 16.0 ft 0.564 0.161 1.15 1.100 -+0+0.750Lr+0.750L +H 1.100 Length = 16.0 ft 0.778 0.224 1.25 1.100 -+O+O. 750L +O. 750S+H 1.100 Length = 16.0 ft 0.564 0.161 1.15 1.100 -+0+0.60W+H 1.100 Length= 16.0 ft 0.405 0.115 1.60 1.100 -+0+0.70E+H 1.100 Length= 16.0 ft 1 0.405 0.115 1.60 1.100 -+0+0.750Lr+0.750L +0.450W+H 1.100 Length= 16.0 ft 1 0.608 0.175 1.60 1.100 -+0+0.750L +0.750S+0.450W+H 1.100 Length= 16.0 ft 1 0.405 0.115 1.60 1.100 -+O+O. 750L +O. 750S+0.5250E+H 1.100 Length= 16.0 ft 1 0.405 0.115 1.60 1.100 +0.60D+0.60W+0.60H 1.100 Length = 16.0 ft 0.243 0.069 1.60 1.100 +0.60D+0.70E+0.60H 1.100 Length= 16.0 ft 1 0.243 0.069 1.60 1.100 Overall Maximum Deflections Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination Span Max.·-· Defl Location in Span -+O+Lr+H 0.5330 8.117 Project Title: Engineer: Project Descr: Project ID: Pnnted· 23 APR 2018, 10 58AM File= D:\SHOP 2018\INNOVATIVEILOKER AVE\4-CALCULA.TIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 •• Moment Values Shear Values Cm C t CL M fb F'b V fv F'v 1.00 1.00 1.00 6.40 1,040.25 1203.13 1.39 52.92 212.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.84 624.15 1106.88 0.82 31.39 195.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.76 936.23 1203.13 1.25 47.54 212.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.84 624.15 1106.88 0.82 31.39 195.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.84 624.15 1540.00 0.82 31.39 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.84 624.15 1540.00 0.82 31.39 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 5.76 936.23 1540.00 1.25 47.54 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.84 624.15 1540.00 0.82 31.39 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.84 624.15 1540.00 0.82 31.39 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 2.30 374.49 1540.00 0.49 18.83 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 2.30 374.49 1540.00 0.49 18.83 272.00 Load Combination Max. '+' Defl Location in Span 0.0000 0.000 Vertical Reactions Load Combination Support notation : Far left is #1 Values in KIPS Overall MAXimum Overall MINimum -+O+H -+O+L +H -+O+Lr+H -+O+S+H -+0+0.750Lr+0.750L +H -+0+0.750L +0.750S+H -+0+0.60W+H -+0+0.70E+H -+O+O. 750Lr+0.750L +0.450W+H -+O+O. 750L +0.750S+0.450W+H -+0+0.750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly S Only WOnly EOnly H Only Support 1 1.360 0.640 0.720 0.720 1.360 0.720 1.200 0.720 0.720 0.720 1.200 0.720 0.720 0.432 0.432 0.720 0.640 Support2 1.520 0.640 0.880 0.880 1.520 0.880 1.360 0.880 0.880 0.880 1.360 0.880 0.880 0.528 0.528 0.880 0.640 San Diego CA ft!:::?. fl_fl f"hl ~ You can change this area <E=.J IJ"·-u ~ L,-'° using the 'Settings' menu item ENGINEERING Wood Beam I, II' I Description : RB4 CODE REFERENCES and then using the 'Printing & Title Block' selection. Title Block Line 6 Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination me 2015 Wood Species : Douglas Fir -Larch (North) Wood Grade : No.2 Project Title: Engineer: Project Descr: Project ID: Pnnled· 23 APR 2018. 1113AM File= D:\SHOP 201 BUNNOVATIVE\LOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ecG ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Fb + Fb- Fc -Prll Fe -Perp Fv Ft 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi E : Modulus of Elasticity Ebend-xx 1300 ksi Eminbend -xx 4 70 ksi Density 30.58pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 0(0.05) Applied Loads Point Load : D = 0.050 k@ 2.0 ft Point Load : D = 0.050 k@ 6.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable 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 (0.05) 4x6 Span= 8.0 ft Service loads entered. Load Factors will be applied for calculations. 0.066: 1 4x6 68.00psi 1,023.75psi +D+H 3.562ft Span# 1 Maximum Shear Stress Ratio Section used for this span fv : Actual 0.000 in Ratio= 0.000 in Ratio= 0.020 in Ratio= 0.000 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0<240 0<240 4750>=180 0 <180 = = Design OK 0.025: 1 4x6 3.90 psi 153.00 psi +D+H 0.000ft Span# 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN Ci Cr Cm Ct CL M fb F'b V fv F'v +O+li 0.00 0.00 0.00 0.00 Length = 8.0 ft 0.066 0.025 0.90 1.300 1.00 1.00 1.00 1.00 1.00 0.10 68.00 102375 0.05 3.90 153.00 +O+L +li 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 0.060 0.023 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.10 68.00 1137.50 0.05 3.90 170.00 +O+lr+li 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 0.048 0.018 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.10 68.00 1421.88 0.05 3.90 212.50 +O+S+li 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 0.052 0.020 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.10 68.00 1308.13 0.05 3.90 195.50 San Diego CA 05:?, fl.._fl fhl ~ You can change this area ~ Lr"lJ ~ ~ using the 'Settings' menu item ENG INEERING and then using the 'Printing & Title Block' selection. Wood Beam I.II' I Description : RB4 Load Combination Segment Length ·+{J.+-0.750Lr-+-0. 750L +H Length = 8.0 ft -+D-+-0. 750L-+-0.750S+H Length = 8.0 ft -+D-+-0.60W+H Length = 8.0 ft -+D-+-0.?0E+H Span# Length = 8.0 ft 1 -+D-+-0.750Lr-+-0.750L-+-0.450W+H Length = 8.0 ft 1 -+D-+-0.750L-+-0.750S-+-0.450W+H Length = 8.0 ft 1 -+D-+-0. 750L-+-O. 750S-+-0.5250E +H Length = 8.0 ft 1 -+-0.60D-+-0.60W-+-0.60H Length = 8.0 ft -+-0.60D-+-0.70E-+-0.60H Title Block Line 6 Max Stress Ratios M V 0.048 O.D18 0.052 0.020 0.037 0.014 0.037 0.014 0.037 0.014 0.037 0.014 0.037 0.014 0.022 0.009 Length = 8.0 ft 1 0.022 0.009 Overall Maximum Deflections Cd C FN 1.300 1.25 1.300 1.300 1.15 1.300 1.300 1.60 1.300 1.300 1.60 1.300 1.300 1.60 1.300 1.300 1.60 1.300 1.300 1.60 1.300 1.300 1.60 1.300 1.300 1.60 1.300 Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination Span Max.'-' Defl Location in Span D0nly 0.0202 4.029 Project Title: Engineer: Project Descr: Project ID: Pnnted 23 APR 2018, 1113AM File= D:ISHOP 2018UNNOVA TIVE\LOKER AVE\4-CALCULATIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Moment Values Shear Values Cm C t CL M fb F'b V fv F'v 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1421.88 0.05 3.90 212.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1308.13 0.05 3.90 195.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1820.00 0.05 3.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1820.00 0.05 3.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1820.00 0.05 3.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1820.00 0.05 3.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.10 68.00 1820.00 0.05 3.90 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.06 40.80 1820.00 0.03 2.34 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.06 40.80 1820.00 0.03 2.34 272.00 Load Combination Max.'+' Defl Location in Span 0.0000 0.000 Vertical Reactions Load Combination Support notation : Far left is #1 Values in KIPS Overall MAXimum Overall MINimum -+D+H -+D+L+H -+D+Lr+H -+D+S+H -+D-+-0.750Lr-+-0.750L +H -+D-+-0.750L-+-0.750S+H -+D-+-0.60W+H -+D-+-0.70E+H -+D-+-0.750Lr-+-0.750L-+-0.450W+H -+D-+-0. 750L-+-O. 750S-+-0.450W+H -+D-+-0.750L-+-0.750S-+-0.5250E+H -+-0.60D-+-0.60W-+-0.60H -+-0.60D-+-0.70E-+-0.60H D0nly Lr Only LOnly SOnly WOnly E Only HOnly Support 1 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.030 0.030 0.050 Support 2 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.030 0.030 0.050 San Diego CA r@=?, fl...Jl fhl ~ You can change this area ~ Lr-u l::::::) l._f-"' using the 'Settings' menu item ENGINEERING and then using the "Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Pnnted. 23APR 2018, 11:16AM Wood Beam File = D:\SHOP 2018\INNOVA TIVEU.OKER AVE\4-CALCULA TIONS\I.OKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver.10.17.12.10 I, II' I Description : RBS CODE REFERENCES Calculations per NOS 201 2, IBC 2012, CBC 201 3, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties •• Analysis Method : Allowable Stress Design Fb + 1,300.0 psi 1,300.0 psi 925.0 psi 625.0 psi 170.0psi 675.0 psi E : Modulus of Elasticity Load Combination me 2015 Fb - Fe-Prll Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Wood Species : Douglas Fir -Larch (North) Fe -Perp Wood Grade : No.1 Fv Ft Density 30.580pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 0(0 05) D 0.12 Lr 0.16 4x14 Span = 20.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Point Load : D = 0.050 k@ 18.0 ft Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 8.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio 1.013 1 Maximum Shear Stress Ratio Section used for this span 4x14 Section used for this span fb : Actual 1,646.30 psi fv : Actual FB : Allowable = 1,625.00 psi Fv : Allowable Load Combination +D+Lr+ti Load Combination Location of maximum on span 10.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.534 in Ratio = 449>=240 Max Upward Transient Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 0.938 in Ratio= 255 >=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M fb +0-++i Length = 20.0 ft 0.606 0.235 0.90 1.000 1.00 1.00 1.00 1.00 1.00 6.05 708.91 +04.-++i 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.545 0.212 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.05 708.91 +04.r-++i 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 1.013 0.386 1.25 1.000 1.00 1.00 1.00 1.00 1.00 14.05 1,646.30 +D+S-++i 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 0.474 0.184 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.05 708.91 = = = F'b 0.00 1170.00 0.00 1300.00 0.00 1625.00 0.00 1495.00 Design N.G. V 0.00 1.11 0.00 1.11 0.00 2.54 0.00 1.11 0.386 : 1 4x14 82 .11 psi 212.50 psi +D+Lr+H 18.905 ft Span# 1 Shear Values fv 0.00 F'v 0.00 36.02 153.00 0.00 0.00 36.02 170.00 0.00 0.00 82.11 212.50 0.00 0.00 36.02 195.50 San Diego CA ~ (l.._Jl rF,l ~ You can change this area <E=.) l_jLJ ~ L;-"' using the 'Settings' menu item ENG I NEERING Description : RBS and then using the 'Printing & Title Block' selection. Title Block Line 6 Load Combination Max Stress Ratios Segment Length Span# M V Cd C FN ..0-+-0. 750Lr-+0.750L +H 1.000 Length = 20.0 ft 0.869 0.332 1.25 1.000 ..0-+0.750L-+O. 750S+H 1.000 Length = 20.0 ft 0.474 0.184 1.15 1.000 ..0-+0.60W+H 1.000 Length = 20.0 ft 0.341 0.132 1.60 1.000 ..0-+0.70E+f-l 1.000 Length = 20.0 ft 1 0.341 0.132 1.60 1.000 ..0-+0.750Lr-+0.750L-+0.450W+H 1.000 Length = 20.0 ft 1 0.679 0.260 1.60 1.000 ..0-+0.750L-+0.750S-+0.450W+f-l 1.000 Length = 20.0 ft 1 0.341 0.132 1.60 1.000 ..0-+0.750L-+0.750S-+0.5250E+H 1.000 Length = 20.0 ft 1 0.341 0.132 1.60 1.000 -+0.60D-+0.60W-+0.60H 1.000 Length = 20.0 ft 0.204 0.079 1.60 1.000 -+0.60D-+0.70E-+0.60H 1.000 Length = 20.0 ft 1 0.204 0.079 1.60 1.000 Overall Maximum Deflections Load Combination Span Max.'.' Deft ..O+Lr+H 1 0.9379 Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Location in Span 10.073 Project Title: Engineer: Project Descr: Project ID: Pnnted 23 APR 2018. 11:16AM File= D:ISHOP 2018\JNNOVATIVE\LOKER AVE\4-CALCULATIONSILOKER AVE Tl.ec6 ENERCALC, INC.1983-2017, Build:10.17.12.10, Ver:10.17.12.10 •• Moment Values Shear Values Cm C t CL M fb F'b V fv F'v 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 12.05 1.41 1.95 1625.00 2.18 70.58 212.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.05 708.91 1495.00 1.11 36.02 195.50 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.05 708.91 2080.00 1.11 36.02 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.05 708.91 2080.00 1.11 36.02 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 12.05 1.411.95 2080.00 2.18 70.58 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.05 708.91 2080.00 1.11 36.02 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 6.05 708.91 2080.00 1.11 36.02 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.63 425.35 2080.00 0.67 21.61 272.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 3.63 425.35 2080.00 0.67 21.61 272.00 Load Combination Max.'+' Deft Location in Span 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.805 2.845 Overall MINimum 1.600 1.600 ..O+f-1 1.205 1.245 ..O+L+H 1.205 1.245 ..O+Lr+H 2.805 2.845 ..O+S+H 1.205 1.245 ..0-+-0. 750Lr-+0.750L +H 2.405 2.445 ..0-+0.750L-+0.750S+H 1.205 1.245 ..0-+0.60W+H 1.205 1.245 ..0-+-0.?0E+H 1.205 1.245 ..0-+-0. 750Lr-+0.750L-+0.450W+f-l 2.405 2.445 ..0-+0.750L-+0.750S-+0.450W+H 1.205 1.245 ..0-+0.750L-+0.750S-+0.5250E+H 1.205 1.245 -+0.60D-+0.60W-+0.60H 0.723 0.747 -+0.60D-+0.70E-+0.60H 0.723 0.747 DOnly 1.205 1.245 Lr Only 1.600 1.600 L Only SOnly WOnly EOnly H Only San Diego CA ('E2. rl.-Jl rF,l ~I You can change this area ~ Lr"""'\...J ~ LJ-"' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project Descr: Project ID: Title Block Line 6 Printed 23 APR 2018, 1 49PM Wood Beam File = D:ISHOP 201 B~NNOVATIVE\LOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10. 17. 12.10, Ver:10. 17. 12. 10 Description : CODE REFERENCES Calculations per NOS 2012, IBC 201 2, CBC 201 3, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Fb + Load Combination me 2015 Fb- Fc-Prll Wood Species Fe -Perp ~~~~ ~ Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D 0.054 4x8 1,000.0 psi 1,000.0 psi 1,000.0 psi 1,000.0 psi 65.0 psi 65.0 psi •• E : Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend -xx 1,300.0ksi Density 34.0pcf Span = 8.0 ft ~~~~~~~~~~~~~~ Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0540 , Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable 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 = 0.188 1 4x8 169.07psi 900.00psi +D+H 4.000ft Span# 1 Maximum Shear Stress Ratio Section used for this span fv : Actual 0.000 in Ratio= 0.000 in Ratio= 0.035 in Ratio = 0.000 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0<240 0<240 2771 >=180 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Cj Cr Cm C t CL M lb -+D+H Length = 8.0 ft 0.188 0.186 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.43 169.07 -+D-+l +H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 0.169 0.168 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.43 169.07 -+D-+lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 0.135 0.134 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.43 169.07 -+D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 0.147 0.146 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.43 169.07 -+D-+-0. 750Lr-+-O. 750L +H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 8.0 ft 0.135 0.134 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.43 169.07 = F'b 0.00 900.00 0.00 1000.00 0.00 1250.00 0.00 1150.00 0.00 1250.00 Design OK 0.186: 1 4x8 10.90 psi 58.50 psi +D+H 7.416ft Span# 1 Shear Values V fv F'v 0.00 0.00 0.00 0.18 10.90 58.50 0.00 0.00 0.00 0.18 10.90 65.00 0.00 0.00 0.00 0.18 10.90 81.25 0.00 0.00 0.00 0.18 10.90 74.75 0.00 0.00 0.00 0.18 10.90 81.25 San Diego CA ~ fl.._.tl ('F=il ~ You can change this area <E=:.J U--U ~ ly----' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Description : RB6 Load Combination Max Stress Ratios Segment Length Span# M V Cd C FN +0+0.750L +0.750S-+ti 1.000 Length = 8.0 ft 0.147 0.146 1.15 1.000 +0+0.60W..+i 1.000 Length = 8.0 ft 0.106 0.105 1.60 1.000 +O+O.?OE..+i 1.000 Length = 8.0 ft 1 0.106 0.105 1.60 1.000 +O+O. 750Lr+0.750L +0.450W..+i 1.000 Length = 8.0 ft 1 0.106 0.105 1.60 1.000 +0+0.750L+0.750S+0.450W-+ti 1.000 Length = 8.0 ft 1 0.106 0.105 1.60 1.000 +O+O. 750L +0.750S+0.5250E..+i 1.000 Length = 8.0 ft 1 0.106 0.105 1.60 1.000 +0.60D+0.60W+0.60H 1.000 Length = 8.0 ft 0.063 0.063 1.60 1.000 +0.60D+0.70E+0.60H 1.000 Length = 8.0 ft 1 0.063 0.063 1.60 1.000 Overall Maximum Deflections Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination Span Max.'.' Deft Location in Span DOnly 0.0346 4.029 Project Title: Engineer: Project Descr: Project ID: Printed. 23 APR 2018. 1 49PM File= D:ISHOP 2018\INNOVATIVE\LOKER AVE\4-CALCULATIONS\LOKER AVE Tl.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 •• Moment Values Shear Values Cm C t CL M fb F'b V fv F'v 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.43 169.07 1150.00 0.18 10.90 74.75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.43 169.07 1600.00 0.18 10.90 104.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.43 169.07 1600.00 0.18 10.90 104.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.43 169.07 1600.00 0.18 10.90 104.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.43 169.07 1600.00 0.18 10.90 104.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.43 169.07 1600.00 0.18 10.90 104.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.26 101.44 1600.00 0.11 6.54 104.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.26 101.44 1600.00 0.11 6.54 104.00 Load Combination Max. '+' Dell Location in Span 0.0000 0.000 Vertical Reactions Load Combination Support notation : Far left is #1 Values in KIPS Overall MAXimum Overall MINimum +D-+ti +O+L..+i +O+Lr..+i +D+S..+i +D+O. 750Lr+0.750L -+ti +0+0.750L +0.750S-+ti +0+0.60W..+i +0+0.70E-+ti +O+O. 750Lr+0.750L +0.450W..+i +0+0.750L +0.750S+0.450W..+i +0+0.750L +0.750S+0.5250E..+i +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly sonly WOnly EOnly H Only Support 1 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.130 0.130 0.216 Support 2 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.130 0.130 0.216 San Diego CA r@=2. rl..-fl rF,l ~ You can change this area <E=:.) lf-u L=:::5 1._J---' using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Prmted: 23 APR 2018 1 23PM ASCE Seismic Base Shear File : D:ISHOP 2018\JNNOVATIVE\LOKER AVE\4-CALCULATIONS\LOKER AVE Tl.ec6 ENERCALC, INC.1983-2017, Build:10.17.12.10, Ver:10.17.12.10 ,.,,. t sds Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure : 'II': All Buildings and other structures except those listed as Category I, Ill, and IV Seismic Importance Factor Gridded Ss & S1values ASCE-7-10 Standard Max. Ground Motions, 5% Damping : Ss 1.032 g, 0.2 sec response S 1 0.4016 g, 1.0 sec response Site Class, Site Coeff. and Design Category Latitude = Longitude = = D 33.130 deg North 117.260 deg West ASCE 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5, Table 1.5-2 ASCE 7-10 11.4.1 ASCE 7-10 Table 20.3-1 Site Classification 'D' : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv Fa Fv 109 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration Design Spectral Acceleration Seismic Design Category Resisting System S MS= Fa* Ss SM1=Fv*S1 sos= s Mt-13 S o{ S M12/3 1.60 1.122 0.642 0.748 0.428 D Basic Seismic Force Resisting System . . . Bearing Wall Systems Special reinforced concrete shear walls Response Modification Coefficient • R • 5.00 Building height Limits: System Overstrength Factor 'Wo • 2.50 Category 'A & B' Limit: Category ·c· Limit: Deflection Amplification Factor 'Cd' 5.00 Category 'D' Limit: NOTE! See ASCE 7-10 for all applicable footnotes. Category 'E' Limit: Category 'F' Limit: Lateral Force Procedure Equivalent Lateral Force Procedure No Limit No Limit Limit = 160 Limit= 160 Limit= 100 The 'Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-10 12.8 Determine Building Period Structure Type for Building Period Calculation : All Other Structural Systems ' Ct• value 0.020 ' hn • : Height from base to highest level = 'x 'value 0.75 'Ta• Approximate fundemental period using Eq. 12.8-7 : Ta= Ct • (hn 'x) = 'TL': Long-period transition period per ASCE 7-10 Maps 22-12 -> 22-16 25.0 ft 0.224 sec 8.000 sec ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE 7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 &-2 ASCE 7-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 Use ASCE 12.8-7 Building Period ' Ta ' Calculated from Approximate Method selected 0.224 sec "Cs " Response Coefficient ASCE 7-10 Section 12.8.1.1 S 05: Short Period Design Spectral Response ' R ' : Response Modification Factor ' I ' : Seismic Importance Factor Seismic Base Shear Cs = 0.1496 from 12.8.1.1 = = = 0.748 5.00 From Eq. 12.8-2, Preliminary Cs From Eq. 12.8-3 & 12.8-4 , Cs need not exceed From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient = W ( see Sum Wi below ) = Seismic Base Shear V = Cs• W = 0.00 k 0.00 k = = = ::: 0.150 0.383 0.033 0.1496 ASCEl-10 Section 12.8.1 San Diego CA rE?, f1.-J1 FF,l ~ You can change this area c=J l..i"ll ~ ~ using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Pnnted 23 APR 2018, 1 :23PM ASCE Seismic Base Shear File = D:\SHOP 2018\INNOVA TIVEILOKER AVE\4-CALCULA TIONS\LOKER AVE Tl.ec6 ENERCALC, INC.1983-2017, Build:10.17.12.10, Ver.10.17.12.10 I , II' I Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.8.3 'k': hx exponent based on Ta= 1.00 Table of building Weights by Floor Level ... Level# Wi : Weight Hi : Height (Wi • Hi'k) Cvx Fx=Cvx • V Sum Story Shear Sum Story Moment SumWi= 0.00 k SumWi 'Hi = 0.00 k-ft Total Base Shear= 0.00 k Base Moment= 0.0 k-ft Diaphragm Forces: Seismic Design Category "B" to "F" ASCE 7-10 12.10.1.1 Level# Wi Fi Sum Fi Sum Wi Fpx : Calcd Fpx: Min Fpx : Max Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . . . . . . Sum of 'Lat. Force' of current level plus all levels above MIN Req'd Force@ Level ......... 0.20 * S 08 1 'Wpx MAX Req'd Force @ Level . . . . . . . . 0.40 • S os I • Wpx Fpx: Design Force@ Level .. . . . . . Wpx • SUM(x->n) Fi I SUM(x->n) wi, x = Current level, n = Top Level Fpx Dsgn. Force San Diego CA ~ f1.-Jl rF,l ~ You can change this area ~ U'--U ~~using the 'Settings' menu item ENGINEERING and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project Descr: Project ID: Title Block Line 6 Printed 23APR201s. 156PM ASCE Seismic Demands on Nonstructural Componeitts>:1SHoP2018\JNNovAr1vBLOKERAVE\4-CAL~~r10NS\LoKERAVET1.ec6 ENERCALC, INC. 1983-2017, Buid.10.17.12.10, Ver.10.17.12.10 I , II' I •• Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13.4.1 h = 30.0 ft s05 = 0.780 Description : AC 1A ap = 1.00 w = p 1,370.0 z = 30.00ft Rp = Fp Upper Limit = 1,709.76 Fp Calc'd : Components = Fp Lower Limit = 320.58 Connections = Description : HP1 ap = 1.00 w = p 600.0( z = 30.00ft Rp = Fp Upper Limit = 748.80 Fp Calc'd : Components = Fp Lower Limit = 140.40 Connections = Description : PARTITION WALL ap = 1.00 w = p 324.0( z = 15.00ft Rp = Fp Upper Limit = 404.35 Fp Calc'd : Components = Fp Lower Limit = 75.82 Connections = a P : Component amplification factor, Table 13.5-1 or Table 13.6-1 W : Component operating weight p Z Height of point of attachment R : Component response modification factor (Table 13.5-1 or Table 13.6-1) p I P : Component importance factor (Section 13.1.3) 2.50 2.50 0.00 IP= 1.00 z/h : Actual = 1.00 z/h Design = 1.00 512.93 Fp DESIGN : Components = 512.93 51 2.93 Connections = 512.93 IP = 1.00 z/h : Actual = 1.00 z/h Design = 1.00 224.64 Fp DESIGN : Components = 224.64 224.64 Connections = 224.64 IP= 1.00 z/h : Actual = 0.50 z/h Design = 0.50 0.00 0.00 Fp -Calc'd Fp-Upper Fp -Lower Fp -Design Fp DESIGN : Components = 75.82 Connections = 75.82 Calculated Fp, Eq ( 13.3-1 ), Same units as Wp Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp Lower Limit on Fp, Eq (13.3-3), Same units as Wp Fp for design purposes, Same units as Wp SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY RECORD ID• PLAN CHECK-, ..... DE ....... g~z=o .. , ~ ..... _ .... H~A~k'"'-5 ..... P,--~()()~{g .... li~O~,~i BP DATE APN# Plan File# The followlng queatlons ....,._th faclllty's activities, NOTh speclllc project dHalptlon. 10 ; Y CLASSI ~~~~~~fo~r~~~fl!!!~!!!~~\b : rng m, whether your ness WJ use, process, or store any e ng ous m 1cant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. . Occupancy Rating; ().., Faclllty's Squan, Foclage (including proposed project): lD1 ~40 sf 1. Explosive or Bl~ Agents 5. Organic Peroxides 9. Water Reactives da) Ccrrosi 2. Compnissed Gases 6. Oxidizers 10. Cryogenics (l) Aanunable/Combustlble Liquids 7. Pyrophor1cs 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radloactlves 'f.i'." Other ..::U, Hazards 15. NooeofThase. : tf the answer to any of the n Diego, CA 92123. D CalARP Exempt I Date Initials 0 CalARP Required I D C81ARP Complete - PART Ill; 11M DIEGO COIJNJY AIR POLL~ DJLTRICT (APCQJ: Any YES' a,,_. requires a stam from APCD 10124 Old GrcMt Road. San Diego, c.K92f31 apcdcomp@sdcountyg.gov(85iif586-2650). ['No stamp required tt 01 Yes and 03 Yes ll!!!I a:;~·~;-;;;:;:;;;;:;:-1 to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not !'I ad by ·ve requirements contact APCD. Residences are typically exempt, except -those wl1h more than one building' on the • single bullll)gf .Wlll1 mont 111an lour dwelling units; townhornes; condos; mixed"""'1lrnan:lal use; deliberate bums; residences fonning part of a larger · fEl!dudes gan,garalilllol oulbuiklngs.] YES I"'\. 1. Ffi/' [ ,NJil the project disturb 160 squara feel or more of existing building materials? 2. D [iii' Wil any load supporting struclural members be ramoved? Notification may be required 10 working ys prior to ... ~ t-M,. 3. 61" ~' (ANSWER ONLY IF QUESTION 1 or 2 IS YES) -en asbestos survey -n performed by a Asbestos Conoutant .. Sile Slneillance _/T-n? 4. 0 Lil (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any _/ may be reqUired 10 working days prior to commencing asbestos removal. o11liiili1Llliil!!IW1~6-L----.J 5. D (!f WII the pn,jed or associated construction equipment emit air contaminants? See the revarse side .. / (www,sdapcd,org/info{facts/permits.pdf} for typical equipment requiring an APCD permit. 6. 0 [j' (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated consbuctlon equipment be kM:ated -1,000 -al a - ~u«-_D".4!,r< I 1.z~ ,~K • --~ al peijury that to the best of my knowledge and bel ~• ~ herein 818 true and correc1. -alO... .. -.orizedAgent Sig re orAuthorizedAgent ~ FOR OFFICAL USE ONLY; FIRE DEPARTMENT OCCUPANCY CLA5SIFICATKJN· BY; DATE: I I ....,mt .RllfflER N"ORIIATIDN Rl!ClUIRED RELEASED FOR BUILDING PERIIIT BUT NOT FOR OCCUPANCY ltELEAIED FOROCCIPl.:I' APCD COUNTY-HMO APCD COUNTY-HMO "'""° /.: '.'\' "'II' ~ RE,IEWED <)~ 5 ~UXllrJ.OtmGl Sl/tTURE 0 \ 5 3111& J • DAT~ ~ _,,. """"'pts businesses from completing or updating a Hazardous Materials Business Plan. Other pennltting requiramaU...., .. ......,_ County of San Diego-DEH -Hazardous _ _, _J .. s& FORM City of San Diego Hazardous Materials DS-165 Development Services Reporting Form 1222 First Ave., MS-401 San Diego, CA 92101 July 2017 All non-residential projects (exce~t retaininfi:, walls, fences and similar projects) must have a completed Hazardous Materi- als Reporting Form at the time o project su mittal. This information is used to determine the occupan~ classification of the proposed structure(s) alons with the fire and life safety protection systems and procedures require . For information regarding the completion of this form, see lnforma!iQn Bulletin 116. SECTION I: GENERAL INFORMATION Project Name: Lumas Diagnostics Project Number: For City Use Only Tenant Name: Lumas Diagnostics Permit Number: For City Use Only Job Address: 2724 Loker Ave West Carlsbad, CA 92008 Building/Unit/Suite Number: Project Contact Name: Jeff Bauer Contact Phone Number: 760-683-537 4 SECTION II: HAZARDOUS MATERIALS SUMMARY Will this project include the use, storage, or dispensing of any hazardous materials listed below? 0 NO or~ YES If the answer above is YES, check the box for the applicable hazardous materials classifications below and complete the Chemical Classifications Form and Summary Sheets contained in Section IV below. ~ Combustible/Flammable Liquids 0 Cryogenics (Inert or Oxidizing) 0 Flammable Solids 0 Pyrophorics 0 Combustible Fibers 1:1 Explosives or Blasting Agents 0 Organic Peroxides 0 Toxics/HighlyTo ...-;:, i.-. i',,.~ . :., 0 Compressed Gases 0 Fireworks 0 Oxidizers 0 Unstable Reacti~ ~ ,J ~ Corrosives 0 Flammable Gases 0 Oxidizing Gases 0 Water Reactives ~ r,:-I&~ SECTION Ill: HAZARDOUS PROCESS SUMMARY ... -·a JSNO or O YES ; Will this business perform any of the hazardous processes listed below? IE ·.,·~ If t he answer above is YES, check the box of the applicable hazardous materials processes below and complete the Chemi-~~ cal Classification Form and Summary Sheet (as necessary) contained in Section IV below. A Technical Report may be rl ,.,, quired for complex projects at the direction of the hazardous materials plan reviewer. 1 ....... , ~-------0 Brewery/Distillery 0 Dust-Producing Operations 0 Plant Processing/Extraction 0 Semiconductor Fabrication 0 Dipping Operations 0 Metal Plating 0 Powder Coatings 0 Spray Finishing 0 Dry Cleaning 0 Organic Coatings 0 Refrigeration Systems 0 Welding/Cutting SECTION IV: HAZARDOUS MATERIALS CLASSIFICATION The classification of all chemicals stored and in use for this project is required in order to determine the requirements in the California Fire Code. Attached is a sam ple Chemical Classification Form. The hazardous materials submittal must in- elude an inventory of all chemicals along with a su mmary sheet detailing the total amounts for each hazardous classifica- tion. Each building or control area must have a separate summary sheet. SECTION V: DECLARATION I declare under penalty of perjury that, to the best of my knowledge, the responses made herein are true and car- rect. Jeff Bauer ~g= 4/24/2018 Name of Owner/Occupant/Authorized Agent (circle one) Sig -;;;;-e Date For City Use Only: Staff Name: Group H -_ Occupancy Control Area(s): Printed on recycled paper. V1s1t our web site at www sand1ego 1ov/developmem-serv1ces. Upon request, this information is available in alternative formats or persons with disabilities. DS-165 (07-17) I Clear Page 1 I ~age2of2 I City of San Diego • Development Services Department • Hazardous Materials Reporting • Project Address/Location: ____ _toject Number: (For City use only) ------------------. -------------------------------------- -• CHEMICAL CLASSIFICATION SUMMARY TABLE MATERIAL QUANTITY IN LOCATION HAZARDOUS COMMON CHEMICAL % CONCENTRA-STATE QUANTITY NAME NAME TION CAS# (LIQUID/ STORED USE(OPEN/ (STORAGE& CLASS I FICA- SOLID/ GAS) CLOSED) USE) TIONS Ethanol Ethyl alcohol, 2'99.5% 459836 Liquid <1 Liter 5ML Lab I Solvent/ Flammable anhydrous Chemical Raw Material Liquid Acetone 2-Propanone .:99.9% 650501 Liquid <1 Liter 5ML Lab Flammable Liquid Hydrochloric Hydrochloric 37% 258148 Liquid <1 Liter 5ML Corrosive Corrosive Acid Acid Resistant Stainless Steel Container INDUSTRIAL WASTEWATER DISCHARGE PERMIT I \ SCREENING SURVEY Date '-t 12t11 1£ I Business Na:ne y· es ,re,\ f:i,c:{;6:ences inc /PLANBT INNOVAT/0/\ Street Address ,,.?,-J ,?-4:_ Wflez. ,1-1/5,, We9[ · (Ar\ Sric.d J C.4 9aoo9 EmailAddress Jeffbuuec@ kfStrCLbiO,()}M PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: {ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: y . Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing CEilotech Laborat~ Ink Manufacturing Laboratory Machining I Milling Manufacturing Nutritional S.upplement I I Vitamin Manufacturing Painting I Finishing Paint Manufacturing , Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning Electrical Component Manufacturing Fertilizer Manufacturing Film I X-ray Processing Food Processing Glass Manufacturing Industrial Laundry ----- Membrane Manufacturing (i.e. water filter membranes) Metal Casting I Forming Metal Fabrication Metal Finishing Electroplating Electroless plating Anodizing Coating (i.e. phosphating) Chemical Etching I Milling Printed Circuit Board Manufacturing Metal Powders Forming -·-------·---~--------·· Personal Care Products · Manufacturing Peslic;ide Manufacturing I Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap I Detergent Manufacturing Waste Treatment/ Storage 1 --------·~-···-__] SIC Code(s) (if known):------------------------- Brief descr~lion of b.usiness actirties (Production I Manufacturing Operations): !5 I() ro9"" I Lr.c tl . ____ _ DescripMn of opera ·ons generating wastewater (discharged to sewer. hauled or evaporated): re,ol ,· 4...i • Estimated volume of industrial wastewater to be discharged (gal I day): _ _,/'-'<.)=------- List hazardous wastes generated (type I volume): _ _,.;?q=.,'1"''-------------- 17 ,a L J(-z ... , a.-Date operation began/or will begin at this location: -~t/31..,.,.~':::7,-_,_ ____ =v~--'~--- Have you ap~ for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes ~ If yes, when: . Site Contact ,Jeff \?)all er . ·-·------~Tille _.P_,r_,e~S,..1,.c\ul'.1.C\.>..L------~· Signature rZ,~ / _ -Phone No. '?be b g 3 S'J'7 <f__ ENCINAW~~~Y. 6200AvenidaEncinas Carlsbad,CA 92011 (760)438-3941 FAX: (760) 476-9852 DISCHARGE PERMIT EXEMPT LIST The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Carpet/Upholstery Cleaning Services Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Home-based Businesses Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings ( no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) Print Date: 09/05/2018 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2724 Loker Ave W BLDG-Permit Revision 2090813500 $ 0.00 Revision Permit Work Class: Residential Permit Revisi Lot#: Reference #: Construction Type Bathrooms: Orig. Plan Check#: CBC2018-0237 Plan Check#: (City of Carlsbad Permit No: PREV2018-0170 Status: Closed -Finaled Applied: 06/25/2018 Issued: 07/23/2018 Permit 09/05/2018 Fina led: Inspector: Final Inspection: Description: PLANET INNOVATION: CHANGES TO MECHANICAL EQUIPMENT// STRUCTURAL CHANGES-STUD SIZES CHANGED Applicant: Owner: PAUL CROSSLAND FENTON HG COMPANY 13955 Stowe Dr, 107 Poway, CA 92064-6887 858-518-1521 FEE BUILDING PLAN CHECK ADMIN FEE MANUAL BUILDING PLAN CHECK FEE Total Fees: $ 147.50 Building Division 7757 Mission Valley Rd SAN DIEGO, CA 92108 Total Payments To Date : $ 147.50 Balance Due: AMOUNT $35.00 $112.50 $0.00 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number (,~C, 1.0\f,-oZ3J Plan Revision Number PRE.vJOl8:-0110 Project Address '2.r-Z..4-L01l.El2-Ave. Wee;.T, d\\'2.L'?BAD, GA-, C\1,010 General Scope of Revision/Deferred Submittal:~----------------- CONTACT INFORMATION: Name PAUL. C(<OSSLAt,lD Phone £88 /s l'o -i 5"2. l Fax'------------' Address /?ff® 5Tl>IJ)6 OT< #/07 City POWAY Zip 4 ZO<oc..j. Email Address pa.ul ~ IYIOO\fa.bo-e:t·\, corn Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: )'.J Plans Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List pagels) where each revision is shown . , :srnnU,82.. r ·,t., I E:. L,"fn !JeHU/'11/DiFICAf"ID"' U.N fT l'lMlffEb 1e REPL "r~outrn1. UP-~~ 1,111, 3./ fall "2, I r , A5 5/,0 STllO SIZE.to moo/F/5.i.) Dl1E3 IA AVA/L,Ae.1L..trY 1'2.IAB t ti.JIM f3u I LDll'J(tl HA5 rlRE: A LA-RM SY$ TE/YI -r, 4. Does this revision, in any way, alter the exterior of the project? D Yes ~No 5. Does this revision add ANY new floor area(s)? D Yes ':g(' No 6. Does this revision affect any fire related issues? D Yes ')8;[ No 7. Is this a complete set? D Yes )Q No ~Signature -flm~ ~ Date 1635 Faraday Avenue. Carlsbad. CA 92008 fh: 76D-602-2719 Es!l!;: 760-602-8558 www.carlsbadca.gov fmall; building@carlsbadca.gov vi. EsG1I A SAFEbuilt'Company DATE: 7/2/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0237.rev PROJECT ADDRESS: 2724 Loker Ave. West PROJECT NAME: Planet Innovation Revision SET: I D APPLICANT D JURIS. [SJ 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 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 EsGil 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: [SJ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / Li) Telephone#: Date contacted: / (by:yr) Email: Mail Telephone Fax In Person [SJ REMARKS: PREV2018-0170 By: Jason Pasiut EsGil 6/26/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad CBC2018-0237.rev 7/2/2018 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0237.rev PREPARED BY: Jason Pasiut DATE: 7/2/2018 BUILDING ADDRESS: 2724 Loker Ave. West BUILDING OCCUPANCY: B BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Hourly review Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #N/A -··-.---~ 1997 UBC Buildin Permit Fee g ... 1997 UBC Plan Check Fee Type of Review: D Complete Review 0 Repetitive Fee ..,. Repeats * Based on hourly rate Comments: D Other 0 Hourly EsGII Fee Reg. VALUE Mod. D Structural Only 11Hr.@* ~=====$=9=0=.0~0 ($) $90.001 Sheet 1 of 1