The URL can be used to link to this page

Home My WebLink About2077 LAS PALMAS DR; ; CBC2018-0106; PermitCcity of P Cailsbad" , i 77r 7_7 Comrriercial Pe'rmif 7 Print ba`td:'67/31/2018 Permit No: CBC2018-0106 - ~Jlob Address: 2077 Las Palmas Dr Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Pa~r~el No: 2130611800 Lot Applied: 02/22/2018 valuat' $419,380.67 Reference #: Issued: .!on:, 06/05/2018 Occupancy Group:, Construction Type: Permit Finaled: # Dwelling Un.its: Bathr6oms: Inspector: PBurn gedrooms:, Orig. Plan Check Final Plan Check #: Inspection: 7/31/2018 2:03:34PM Project Title: Description: SYMBIENT: 9,017 SF T.I. OFFICE TO OFFICE Applicant:, Owner: Contractor: A7VENT DESIGN JRUST GREENE STREUER FAMILY TRI VISTA INC 890 Del Mar Downs Rd Greene David Trust . 287'20 Sandhurst Way so LANA BEACHO, CA 92075 116 Market PI ES~O`N`Dlbo, CA' 920'26'6'805 Escondido,'CA 92029-1352 61§-8 -9481 760-294-0277 BUILDI NG PER MIT -FEE($2000~) $1 ~,762.00 .1361115iNG.PLAN CHECK FEE (BLDG), $1,233.40 ECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $170.00 MECHANICAL 13LDG CbMMiRCIAL NEW/ADDITION/REMODEL - $55.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $17.60 ~TRONG MOT,IOWCOMMERCIAL,~ $117.43, Total Fees.: $3,443.83 -Total Payments To Date: $3,443.83 Balance Due: $0.00 Plea'se'lake NOTICE that approval of your'project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectiveli refer-red to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these e es/exa ct ions.- if you prote st.th em,.you must follow the protest procedures set forth in Government Code Section 66020(a), and file the pr otest and any other requir ed information with the City Manager for processing in accordance with Carlsbad Municipal Code Section -3.32.03,0., " ure to timely follow~hat Rrocedure will bar any subsequent legal action to attack, review, set aside, void, or annul their impositio You are hi~reby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity~'changes, nor. p6nning, zoAing, grading or other'similar application processing or service fees in connection with this project. NOR 60ES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute oilimilt'at'ic'n'has previously o'therwise expired. 1,6,35 Faraday Avenue, Carlsbad, CA 92008-7314 760-602-2700 760-602-8560 f www.carlsbadca.gov OLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EDPLANNING [:]ENGINEERING [--]BUILDING [3FIRE [3HEALTH [—] Building Permit Application kr:70 7C i t 1635 Faraday Ave., Carlsbad, CA 92008 .Yof Ph: 760-602-2719 Fax: 760-602-8558 Cd1sbad email: building@carlsbadca.gov www.carisbadca.gov Plan Check No. MC,2-o 18— Est. Value 1q . 5g 0,&I Plan Ck. Deposit Date a JOB ADDRESS L SUITE#/SPACE#/UNIT# APN 4- Nat P~ - DO CT/PROJECT LPT # PHASE # #OFUNITS J#BEDROOMS # BATHROOMS TENANT BUSINESS NAME Dq 04 L CONSTR. TYPE V 0 C. G UP DESCR)FqION OF WORK: Include Square Fqt gf-Affected Area(s) olk- W" h~,//74 s 6,&4 1',m c:- LEV EXIST~ GG A)USE YES N YES NO D YES NO[:] APPLICANT NAME Primary Contact PROPr NAME. a4!~ (6 AD E S TDDR ap .,e ~4.W CITYqoa ,ot IrE L!IP IAN FAX PHONE FAX EMAIL EMAIL DESIGN PROFESSIONAL 0 CONTRACTOR BUS. NAME A i ,,C ADDRESS ADDRESS C CITY T t- CITY STATE ZIP d)L ?,A PHONE PHONE Lk FAX EMAIL EMAIL Vic?'~ COrP. 60yn STATE LIC. # STATE LIC.# go CLAt CITY BUS. LIC.# C (Sec. 7031.5 Business and Professions de. An i 9 , unp h ic hpruerqsu i' a pe r-ittoc - struct, alter, improve, demolish or repair any st o ugliureginiorvto its issuance, also requires the app~ ' W C. me YC -rC sl - -S to t 9 fh e g 'ith S icantforsuch er le d state ntt th ce.sed uant he pr.vis ons of the Contractor's License Law ter 9, ection 7000 of Division 3 of the Bu p mit to" a s1f - t Any violation of Section 0 siness and Profess ions Codel or at he is exempt therefrom, and the basis for the allege~l exemption. 38?5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). L W 6 wl!K~ E- 6 S" ~,-541C 0 M- P E'N S A T 1 0 N Workers' Compensation Declaration: lherebyaffirm under penalty ofpedufy one of the following declarations: h:ve :nd wi~~ 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. h ve n d wi maintain workers' comp! nsation,tequired by Section 3700ofthe LaborCode, forthe performanceofthe work forwhich this permitis issued. Myworkers' compe insurance carrier and policy 3 Y 9Q2, 7` number are. Insurance Co.~-~ 5 Y Ird VI Ce,,; (~. Al A&.1 Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($1GO) or less. / r/ F.1 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 ~alifomia. WARNING: Failure to secure workers' 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, clamaV415s provided for in Section 3706 of the-Labor code, interest and attorney's fees. A5 CONT~ACTOR SIGNATURE E]AGENT DATE -N BjIU11 L D ~ Ji%'11F C i IL A R A T 1 0 i.hereby affinn that I am exempt from Contractoes License Law for the following reason: 1, as owner of the property or my employees with wages as their sole compensation, wIl 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 oroffered 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). EJ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of, property who builds or impro ve I s thereo n, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Se~tion Business and Professions Code for this reason: 1 . I personally plan to provide the major labor and materials for construction of the proposed property improvement. [—]Yes F]No 1 (have / have not) signed an application for a building permit for the proposed work. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone i contractors' license number): 1 plan to provide portions of the work, but I have hired the folloMng person to coordinate, supervise and provide the major work (include name / address / phone /contractors' license number): 1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name address phone type ofwork): )KPROPERTYOWNERSIGNATURE []AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the PresleywTanner Hazardous Substance Account Act? ... Yes j No Is the applicant or future building occupant required to obtain; permit from the air pollution control district or air quality management district? -Yes No Is 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 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 I certify that I have read the applicabon add state that the above information is correct and that the information on the plans is accurate. I agree to comply wilth all Cityordinanoes and State lam relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0'deep and demolition oromstruction ofstructures over 3 stories in height. EVIRATION: Every permit issued by the Building Mal under the provisions of this Cocle§hall expire by limitation and become null and void ff the building or work authorized by such permit is notoommenced within 180 days from the date of'such permit or if th;(~b~lingor work authorized b is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). CANT'S SIGNATURE DATE .)KAPPLI' Permit Type: BLDG-Commercial Application Date: 02/22/2018 Owner: TRUST GREENE STREUER FAMILY Work Class: Tenant Improvement Issue Date: 06/05/2018 Subdivision: CARLSBAD TCT#80-33 Status: Closed - Finaled Expiration Date: 01/21/2019 Address: 2077 Las Palmas Dr Carlsbad, CA 92011-1519 IVR Number: 9702 Scheduled Actual 0 bate - Start Date - Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/0612018 06/06/2018 BLbG-84 Rough 060166-2018 Passed Paul Burnette Complete Combo(14,24,34,44) 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 Roug h-Ducts- Dampers 06/1212618 06/12/20`18 BLDG-17 Interior 060739-2018 Passed Paul Bumette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes '-07/24/2018 07/24/2018 BLDG-85 T-Bar, 064706-2018 Passed Michael Collins Complete Ceiling 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 07/31/2018 07/31/2018 BLDG-Final 066402-2018 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes -BLDG-Structural Final Yes BLDG-Electric~l Final Yes July 31, 2018 Page 1 of I EsGil A SAFEbuilf Company DATE- 5/14/2018 El APPLICANT Q JURIS. .JURISDICTION:'~ 'Carlsbad -D PLAN CHECK#.: CBC2018--0W ~6- SET: III ~,-'PROJECT ADDRESS: 2077 Las Palmas Dr. q .'PROJECT NAME: Symbient Tenant Improvement The plans transmitted herewith'have been corrected where necessary and substantially comply with the jurisdidion's building codes. -The plans transmitted herewith will substantially comply with the jurisdiction's t,codes when minor deficiencies identified below are resolved and checked,by building department staff. 1 71 The plans transmitted herewi . th have' significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. J _t IF he check list transmitted herewith is for your information. The plans are being held at EsGil',. 6ntil corrected plans are submitted for recheck. t A. - The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. - V 'The applicant's copy of the check list has been sent to: 7, N EsGil staff. did not advise the applicant thatthe plan check has been completed. staff did advise the applicant that the plan check has been completed. EsGil Pers'6n contacted: Telephone #: 4~, - - Date contacted: (b Email: 'Mail Telephone Fax In Person J7 I.-~'REMARKS*-' 4" By: Jason Pasiut' Enclosures: EsGil 5/8/2018 9320 Chesapeake Drive, Suite 208 San Diego, Califomia 92123 (858) 560-1468. Fax (858) 560-1576 IL EsGil A SAFEbuitf Company DATE: 5/3/3018 13 APPLICANT JURIS. -.,JURISDICTION:'Carlsbad 'PLAN CHECK #.: CBC2018-0106 SET: II ~:PROJECT ADDRESS: 2077 Las Palmas Dr. PROJECT NAME:, Symbient Tenant Improvement ~,.,~he blans transmitted herewith have been corrected where necessary and substantially comply with the j u risd iction's codes. Theplans transmitted herewith will substantially comply with the jurisdiction's -zodes when minor deficiencies identified below are resolved and checked by building e"partment staff., The plans transmitted herewith have significant deficiencies identified on the enclosed check list _.'~and should be corrected and resubmitted for a complete recheck. Z,,"Jhe check list transmitted herewith is for your information. The plans are being held at EsGil U corrected plans are submitted for recheck. M.-~,The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant .-contact p~rson. Th 'apOli e cant's copy of the check list has been sent to: F~ ,EsGil staff did not advise the applicant that the plan check has been completed. '"Z EsGil' staff did advise the applicant that the plan check has been completed. Fer son contacted: Lisa Avent Telephone #: 619-889-9481 cted:5141& (by Date conta ;.-w Email: aventdesign@outlook.com ~_"ailTelephone . Fax In Person F.le:REMARKS: -By- Jason Pasiut Enclosures: EsGil 4/26/2018 4. 9320 Chesapeake Dr'ive, Suite 208 San Diego, California 92123 * (858)560-1468 * Fax(858)560-1576 ',.,'Carlsbad CBC2018-0106 ~5/3/3018. '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. 0 NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning,, Ei~igineering and Fire Departments until review by EsGil is complete. Please provide a minimum plumbing facilities calculation based on the accumulated 'load of each occupancy to show justification for the number of proposed plumbing ta ble for Jacilities Sheet TS2 does not show any minimum p umbing facilities justification on the number of facilities. (Use 3,208 200 and 8,7311 2,000) CPC ~,.'Table 422.1 and Table A. 'A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials being stored should be included. The materials listing Should be stated in a form that would make classification in Tables '307.1(1) and 307.1(2) possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 414.1.3. -The owner letter was not attached to the submittal for set 11. ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS The f~llo*w,ing 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 that when alterations or additions are made to existing buildings, an accessible path of 7.1ravel to thespecific 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: 5.."' Existing primary entrance to the building or facility, including: a) Show the existing curb ramp (if any) 48" minimum width, 48" x 48" turning space at the bottom, landing length of 48" at the top, slope and cross-slope in compliance with CBC 11 B-406. Please provide details of any existing curb ramp present at the transition from street to sidewalk along the accessible path toward the t main entrance. Ceirlsbad CBC2018-0106 ~-.,5/3/3018 4~. 'Existing toilet and bathing facilities that serve the remodeled area shall be shown.to comply with the following multi-accommodation accessibility features: -7..-. -Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 11 B-604: ,a). For water closet compartments having ai~de-opening doors, compliance with the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the front partition. Please refer to the diagram on the left. Restroom detail H on sheet TS2 is not representative of field conditions. Please show compliant restroorn details. AW rMnOWUR 59 min 6% figgr munted ..5 ~90.5 'Cosot 149 w#tgVr'd0Wt an door 56-min aW0nMiWtdd1 4ming.imum j6 min '1422 1V8f&rcbW 4. , m. rNrclo.sor 914 Merence pa-11ted over DD he"ed poftn 60 min la avagow. 01manswartv , I splice 1624 IMnSuIlBrIng' . p ace '11124 47 60 Mitt-mang od! ,ging In-minging 624 ca dwr. dow FIGURE 118-6049. 1. 1.2 MANEUVERING SPACE WH SIDE-OPENING DOOR Drinking fountains shall be shown to comply with the accessibility features of 11 B-602 and 1113- 11.2. The change of occupancy with added occupant load triggers the requirement for the drinking fountains. CPC Table 422.1. Per 1113-202.3.1, An alteration that decreases or has 'the effect of decreasing the accessibility of a building or facility below the requirements for new construction at the time of the alteration is prohibited. Compliant drinking ~Iountains must be shown. 9. Existing signage at parking stall, building entrance, route to accessible features and the kcessible features themselves. a) Existing accessible parking identification for unauthorized vehiclesl I B-502.8. This was not addressed. -41. 4, b) Entrances in compliance with 11 B-404 shall be marked with the International Symbol of Accessibility, installed per 11 B-703.6. 11 B-216.6. This was not V addressed. Carlsbad CBC2018-0106 Z/3/3018 Non-compliant entrances shall be marked with a directional sign, with visual characters, indicating the location of the nearest compliant entrance. This was not addressed. Accessible entrance sign not required if all entrances into the space comply with 11 B-404. This was not addressed. c), Show the location of proposed tactile signs per CBC 1013.4 and 11 B-703.4.2. This was not addressed. EXITS .16. Provide 'an updated door schedule for the egress and restroom doors showing that they meet the requirements for size and hardware type. Show which doors have latches and/or closers. The door schedule on sheet A2 appears to have a printing error. CBC' 11010.1.1, 1010.1.9. This was notaddressed. -hinged swinging type. Provide further detail for 14. Egress doors shall be of the pivoted or side 'the existing sliding office doors at the two existing offices adjacent the conference room. These doors may be a part of the egress if compliance with CBC 10 10. 1.4.2 and 1010.1.4.3 can beshown. CBC 1010.1.2 exception 6. Noteonthe plans that the existing sliding doors are in compliance with CBC 1010.1.4.2 and 1010.1.4.3. MECHANICAL 11.-' Show on the plans how the installation of new mechanical equipment on the roof will -meet the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage, and applicable section of 13.6 unless exempted by 13.1.4. Please provide the structural calculations. Also, please show larger details on the plans or provide a -narrative for Building Inspection so they understand the scope of work. 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 page, etc. Please ind ' icate 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: El Yes U. N o 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. Pasiut at Esgil. Thank you. 'J T EsGil A SAFEbui If Company DATE: 3/5/3018 U APPLICANT JURIS. JURISDICTION:, Carlsbad PLAN"CHECK #.: CBC2018-0106 SET: I '.PROJECT ADDRESS: 2077 Las Palmas Dr. ...PROJECT NAME: Symbient Tenant Improvement The'plans transmitted herewith have been corrected where necessary and substintially comply )~ith the jurisdiction's (codes. The plans' transm itted herewith will substantially comply with the jurisdiction's -..,codes when minor deficiencies identified below are resolved and checked by building department staff. 4 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Tke'check list transmitted herewith is for your information. The plans are being held at EsGil I I Until corrected p!ans are submitted for recheck. F-1, The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant ;.con tact person., The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. Z" EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Lisa Avent Telephone #:'619-889-9481 Dat matacW-d (by:—V Email: aventdesign@outlo'ok.com .3 5111 Fax In Person By:. Jason Pasiut Enclosures: EsGil., 2/23/2018 93~O Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 arlsbad CBC2018-0106 ..3/5/3018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0106 JURISDICTION: Carlsbad ,,OCCUPANCY: B, F1, SI USE: TYPE OF CONSTRUCTION: ACTUAL AREA: ALLOWABLE FLOOR AREA: STORIES: HEIGHT: SPRINKLERS?: OCCUPANT LOAD: 120 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 2/23/2018 D~TE' INITIAL PLAN REVIEW PLAN REVIEWER: Jason Pasiut COMPLETED:. 3/5/3018 FOREWORD (PLEASE READ): of This plan review is limited to the technical requirements contained in the California version,of the'Internatio'nal Building Code, Uniform Plumbing Code, Uniform Mechanical 'Code, National --lift ~.Electrical Code and state laws regulating energy conservation, noise attenuation and access for .7the disabled. Thi's 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 priorto the issuance of a building permit. -C6de~ s6d6hs 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 _,.1 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 ,,"-%-,-,'1correction 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. barlsb -ad CBC2018-0106. 3/5/3018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave. , Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 9.2123, (858) 560-1468. Deliver all remaining sets of rt r plans and calculations/reports directly to the City of Carlsbad Building Depa ment fo 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. 4`1.. Provide an updated Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) for the labs (B), machine shop (Fl, unless proof of non-combustible materials can be shown), and manufacturing area. Please show occupancy separations per CBC 508.4 (if required) between occupancies (F1 and H1 not permitted adjacent each other), unless the non- separated option is chosen for the entire space. Show details of fire barrier/partition/wall that may be required between occupancies. 4+ For Mixed Occupancy Buildings, state whether the "non separated" or separated" option was chosen from Sections 508.3/508.4. 'Occupant Load revised to 120. The wall legend on sheet A2 shows a draft stop partition around a "conference room". That room requires an occupant load factor of 15 per occupant. -Please provide an exit analysis plan (may be 8 Y2" x 11 or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (using arrows), accumulated occupant loads and required exit widths. Egress shall not pass through the break room. Section 107.2.3, 1016. Please provide a minimum plumbing facilities calculation based on the accumulated load of each occupancy to show justification for the number of proposed plumbing facilities. 2.,, A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials being stored should be included. The materials listing should be stated in a form that .would make classification in Tables 307.1(1) and 307.1(2) possible. The building official may require a technical report to identify and develop methods of j, r Carlsbad CBC2018-0106 3/5/3018 protection from hazardous materials. Section 414.1.3. 3. Specify on the plans the uses of all rooms or areas from #3. Sec. 107.2. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and 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: Existing primary entrance to the building or facility, including: Show the existing curb ramp (if any) 48" minimum width, 48" x 48" turning space at the bottom, landing length of 48" at the top, slope and cross-slope in compliance with CBC 11 B-406. -slope, 48" minimum width, 60" Show the existing ramp (if any) slope, cross x 60" landing at the top, 72" long landing at the bottom, compliant changes in direction (60" x 72") in compliance with CBC 11 B-405. Existing toilet and bathing facilities that serve the remodeled area shall be shown to comply with the following multi-accommodation accessibility features: 'Show that the accessible rest room is to be provided with a 60" minimum diameter 6.' clear space measured from the floor to a height of 27 inches. Section 11 B-304.3. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 11 B-603.2.3. 7. Show that at least one water closet fixture, located in a compartment, shall provide -the following, per Section 11 B-604: a) The compartment shall be a minimum of 60" wide. Also, there shall be p 'ded a clearance of at least 59" in front of the water closet for floor-' rovi mounted water closets (56" for wall-mounted water closets). - ~'. 'Carlsbad CBC2018-0106 3/5/3018~ 18" from the centerline of b) One side of the water closet shall provide 17" the water closet to the adjacent compartment wall. 1 .4 4— &1 ;A A I; ;fk t,) U1 WC3LV1 k, U,-)WL LUl I 1HC1 I I IV" cav "V a W-Upu" "!J UU1 0, %'U1 I IF CIM.4-1 VV the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the front partition. t40' when do*T swmp In '1422 IvalGrOW arena V/Z. _*0rp&1fft1ftd swing over hatChadpwft % of manowering 00 min la SWIDOW. space 1024 IMBBOUVOrMY J X 60 Mili-manaLmerhy, In-swinging ;624 ve door dow FIGURE 11B-6048.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR Drinking fountains shall be shown to comply with the accessibility features of 1113- 602 and 11 B-211.2. The change of occupancy with added occupant load triggers the requirement for the drinking fountains. CPC Table 422. 1. 9..' Existing signage at parking stall, building entrance, route to accessible features and the accessible features themselves. Existing accessible parking identification for unauthorized vehiclesl 1 B 502.8. Entrances in compliance with 11 B-404 shall be marked with the IN International Symbol of Accessibility, installed per, 11 B-703.6. 11 B-216.6. -compliant entrances shall be marked with a directional sign, Non with visual characters, indicating the location of the nearest compliant entrance. Accessible entrance sign not required if all entrances into the space comply with 11 B-404. C) Show the location of proposed tactile signs per CBC 1013.4 and 11 B 703.4.2. Carlsbad CBC2018-0106 3/5/3018 EXITS 10. Provide an updated door schedule for the egress and restroom doors showing that they meet the requirements for size and hardware type. Show which doors have latches and/or closers. The door schedule on sheet A2 appears to have a printing error. CBC 1010.1.1, 1010.1.9. Provide a note stating, "Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter I 1A or 1 1B shall not require tight grasping, tight pinching or twisting of the wrist to operate". CBC 1010.1.9.1. Provide a note stating, "The required means of egress illumination levels shall not - 'be less than 1 foot-candle at the walking surface". CBC 1008.2.1. 13::,- Show on the plans the location of the means of egress illumination that will be maintained in the event of an emergency within the corridor adjacent the conference room as well as in the electrical room. CBC 1008.3 Egress doors shall be of the pivoted or side-hinged swinging type. Provide further detail for the existing sliding office doors at the two existing offices adjacent the conference room. These doors may be a part of the egress if compliance with C13C 1010. 1.4.2 and 1010. 1.4.3 can b&shown. CBC 1010. 1.2 exception 6. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010. 1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group A s having an occupant load of 300 or less), you occupancie may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This -sigriage is only allowed at the main exit. Section 1010.1.9.3. Show or note that all hand-activated door opening hardware meets the following :16. reqyirements, per Section 11 B-404.2.7: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. MECHANICAL ~1 7. Show on the plans how the installation of new mechanical equipment on the roof wi 11 meet the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage, and applicable section of 13.6 unless exempted by 13.1.4. 'Carlsbad CBC2018-0106 3/5/3018 Show on the plans that the existing structural framing is sufficient to support the weight of the new RTIJ being installed. CIVIC 303.8. Provide a make-up air schedule for the storage/lab and engineering lab. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. o larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Ri~quirements and include the following notes as applicable. ~0:,'- Bicycle parking. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. 21'. LoW-emitting, fuel-efficient and carpoolivanpool parking. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC -Section 5.106.5.2. The specific details for the parking must be submitted and approved by Planning Department. 22. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 2 3' Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408. 1. 1. .1,24. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408. 1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 25. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. Carlsbad CBC2018-0106 3/5/3018 27.. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 28. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 29., Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. .30. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25'of building entries, windows and .-Outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. ,,31. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 32. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4. 1: Within the 65 CNEL noise contour of a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. Within the 65 CNEL noise contour of an airport. Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. 33.. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration - and,fire suppression system s will not contain CFC's or Halons, per CGC 5.508. 1. 34.' Indoor water use. For building additions in excess of 50,000 sg. ft. show on the site utility plan separate sub-meters per CGC Section 5.303.1 for the following: (a) Each leased or owned space that consumes more than 100 gal/day (b) Tenant spaces containing laundry, cleaners, restaurant, medical/dental office, laboratory or beauty/barber shops. 35., Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303: tarisbad CBC2018-0106 3/5/3018 MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall mounted) 0.125 gallons/flush Urinals (floor mounted) 0.5 gallons/flush Lavatory faucets- nonresidential 0.5 gpm @60 psi Metering faucets 0.2 gallons/cycle When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 2 gpm, or the shower shall be designed so that only one head is on at a time. CGC 5.303.3.3.2. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions -from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. 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 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: El Yes 0 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 review for your project. If you have any questions regarding these plan review .plan items, please contact Jason Pasiut at Esgil. Thank you. % Carlsbad CBC2018-0106 3/5/3018 THIS IS NOT AN INVOICE] [DO NOT PAY VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0106 PREPARED BY: Jason Pasiut DATE: 3/5/3018 BUILDING ADDRESS: 2077 Las Palmas Dr. BUILDING OCCUPANCY: B,F1,S1 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE 9017 46.51 419,381 Air Conditioning Fire Sprinklers 1 1 1 TOTAL VALUE I 419,381 I.J. urisdiction Code cb 18y Ordinance -1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review: Complete Review Structural bnly El Other F-1 Repetitive Fee Repeats Hourly Hr. @ El EsGill Fee %Comments: ___.:In addition to the above fee, an additional fe r -,~90/hr.) r the CalGreen review, $1,762.061 $1,145.3Z .00 is dug hour Sheet 1 of 1 ........................ . . . . ........................ - .. .. .................. . . ...... .. . . ...... .............................. - — -- ------------ - - — . . .............. ............. . ........ .... - 'Consulting strvctpral engineers 325 W. 3rd Avia., 8uite 205 4 Escondido, CA. 92025 Ph6ne (760) 74.1-7306 Fax (760) 738-8364 7 AIX STRUCTURAL CALCULATIONS PROJECT NAME~ 2077 Las Palmas Heat 'Pump PROJECT NO. 2018027 CLIENT Trivista:lnc, This signature is to be a wet ignature: no a copy. APPROVED DATE SIGNED L S/ 0. 94% f OVIL AAf C if DESIGNED ~BY A. M. DATE May, 201.8 . . . . ........................ . ....................................... . . . . ......................... . ......................................... .. ...................................... . . . ...... ................... ....... ... MINGO Consulting Structural Engineers 315 W 3rd Ave., Suite 205, Escondido, CA. 92025 Phone (760) 741-7300 Fax (760) 738-8364 DESIGN CRITERIA. -(Roof Loading), Roofing. 1.0 psf Ply wood 1.5 psf Sub~pqr~lins 1.0 psf z Purlins 2. 0. psf Beams 2 ' 0 psf Misc. 2.5 psf DL= 10 psf 20 psf ~i V, LL= Seismic: Seismic Design Category: D Wind Exp. "C" Soils" Brg.=1500 psf ~Concrete* f c=2500 psi for footings and slab f c=3000 psi for structural slab for #5 and grater Reinforc.: Fy=60000 psi~ Fy=40000 psi. for #4 and smaller Lumber DF/L:#1 for 2x rafters,,2.x joists, beams and posts. DF/L-#2 for 2x studs. 2 44 for simple span glue-laminated beams 4F 24F-V8 for continuous glue-laminated ms bea T % -Steel: ASTM A500, grade B for tubular sections -ASTWA501, orASTM A53, tyoe IE g~ade 13.fbi citcUlat sectloiis ASTM A572 grade 50 for all other sections. Masonry: f m= 1500 psi Weld: Welding should conform to AWS D`14. All welding shall be done by electric arc process using approved rods and performed bV t6rtifi,ed welders. All fabrication and welding shall'be perf6r' edin the shop of an, approved" rm fabricator. The approved fabricator must submit a certificate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding requires periodic. special inspection. L Code: C.B.C. 2016 edition 61 JOB jj-, ZLp1,a.0? A M ENGINEERS SHEET NO. 117 OF Consulting Structural Engineers CALCULATED BY DATE (760) 741-7306 jee 5's -/50 ....... .. ............ . ........ ..... .... .. ... ... .. .. . ......... -ell . .. .. ..... .. ........ ........ .. 00, !w 6-7~) fIxti.1t..." . ...... .. .. ...... ...... A/ ...... .................. . .......... .... r3-5-64~ 31 ........... .......... ............. . . . .... ... ....... ........ ..... ....... ..... . .... . .. ... .... .......... A:24 . ... . .. ... ... . .. VYIE .. (D ...... ..... ... ...... ..... ....... ..... . ... . .. 30,~( .............. .. .. ..... .. ............... . . ........ ... ....... ..... .. ........... ....... .... ...... .......... ... ......... . . 7~0 .............. .... ........ . . ....... a 40 R,0--ttL 3571-w ................ . ... . ... .... . ........... . .. . ....... ........... ......... .. - Pt(41( —7o 4-- %q- j . ...... ... . . . ............... . ... . .............. . ........... . ......... . ......... . ............ . .................. . .............. . . ........... . ............ . ............ . ................. _ . ................. . . ............... ......... A Engheets Ptojkt Tik 207T LA.- PallMhas~-Or. fliaVNI%ps. U5 W. 3Rd. Ave., Suite 205 Engineer, AM Pro ',ect ID: 2018027 Escondido, CA. 92025 Project Descr: Additing Mechanical equipment on 1he roof (760) 741-7306 Title Block Line 6 Nnted: 10 Mky 2018. 2~ 17PM ;Mr6!nU)OCQME-il%NERCA;~1 M -A 4q, 1 3 -1 E(36 -10 ffC. Descniption. 4x JS exisdagpwhns Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 ..Load Combination Set: ASCE 7-10 Material Properties h Fb + 1,200.0 psi E: Modulus of Elasticity Analysis Met od: Allowable Stress Design Load Combination ASCE 7-10 Fb - 1,200.0 psi Ebend- xx 1,800.Oksi I Fc - PHI 1,550.0 psi Eminbend - xx 660.Oksi Wood Species. Douglas Fir - Larch Fe - Perp 625.0.psk Wood Grade No. 1 & Better Fv 180.0 psi Ft 800.0 psi Density 31.20pcf Beam Bracing. :.Beann is Fully Braced against lateral-torsional buckling . . . ... . ...... ... . . ...... . ...... ........ . . . X D1 1) D(O.068) D(O.08) Lr(O.16) ~41 016 Span 24.0 ft . .. ... . . .. ..... . .. .... .......... . ...... . .. . .. ............... . ......... .... .. . .... ....... .. ............ ...... ... - ............... p ~11 'd. Service loads entered. Load Factors will be applied for calculations. Uniform Load. D=O (Y, Lr a 160., TrIbUtary WIft 1.0 .08 A Uniform Load : D 0.0680 k1ft, Extent 0.0 5.50 ft, Tributary Width 1.0 ft c Point Load: D = 0.10 k @ 5.50 ft. PA I- .. .. ... .... . .... A I ~aximum Bending Stress Rabo Maximum Shear Stress Ratio 1_066 Y 0.364 1 Section used !&lhis span 1, 4?~W Section used for this span 4x! 6 fb : Actual I 9.12psi fv: Actual 81.79 psi FB: Allowable 1,500.00psi Fv: Allowable 225.00 psi 7 Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 11.737ft Location of maximum on span 0.00011 Span where maximum occurs Span # 1 Span # where maximum occurs Span # I 'Maximum Deflection Max Downward Transient Deflection 0.645 in Ratio = 446 -360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Dowoward. Totad Deflecilbii I' , Of9 ki Riflo = 282 >=24Y. Max Upward Total Deflection 0.000 in Ratio = 0 <240 . ..... . ..... . .. .. ..... . .. ..... .... . . . . . ........... i:t~r16ad-C&Wn' ni~ t Load Combination Max ftess Rabos Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr CM C t C L M fb Fb V fV FV "d 404H 0.00 0.00 0.00 0.00. OngM'= 24.0:R 1 - ~0.539 0206 -0.90 IAO 1-00 1:00 1.00 1:00 1:00 6.58 581.70 4080,00 119 33.35 16.00 -D+L-H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 ~-Length=24.Oft 1.. .0.485 0.185 1.00 1,000 1.00 1.00 1.00 1.00 1.00 6.58 581.70 1200.00 1.19 33.35 180.00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 ,+D+Lr+H 0.00 0.00 T ...................... A. U Engineers 325 W. 3Rd. Ave,, Suite 205: Escondido, CA. 92025 (760) 741-7306 - Project We. 2077, La Palmas Dr. Heat Pwaps. 4 Engineer: AM Project ID: 2018027 Project Descr: Additing Mechanical equipment on the roof ' ~n :, 4x IS axishng purins Load Combination Max Stress Ratios Moment Values 'Shear Values Segment, Length Span # M V Cd C Fiv. C i Cr C C t C L M fb Fb V tv Fv Length = 24.0 ft 1 1.066 0.364 1.25 1.000 1.00 1.00 1.00 1.00 1.00 18,08 1,599.12 1500.00 2.91 81.79 225Z: a +D-S+H 1.000. 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00+ Length = 24.0,ft .1 0.422 0.1i5l 1.15 -1.006 1.00 1.00 1.00 1.00 1.00 6.58 581.70 1380.00 1.19 33.35 207.00, ~.+040.750U-47501.*H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0. 00 Length = 24.0 It 1 0.896 0.310. 1.25 1 * 000 1.00 1.00 1.00 1.00 1.00 15.20 1,344.52 1500.00 2.48 69.68 225.00 +D+0.750L.+0.750S+H 1.000 1.00, 1.00 1.,00 1.00 .1.00 0.00 0.00 0.00 .0.00 Lengthr,= 24.0 ft. 1, OfA22, 0.161 t-. Z T-000 t-00: I-W t-00 1.00 100- 6M 58f-.79 13617.00 f. f9 3-3:35 207.W. +040.60W+H 1.000 11,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 3 Length = 24,0 ft 1 0.303 0.116 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.58 581.70 1920.00 1.19 33.35 288.00 +D+0.70E-+H 1.000 1.00 1.00 1.00 1.00 1.00 0;00 0.00 0.00 0.00 Length = 24. Oft. 1 0.303 0.116 110 1;000 1.00 1.00 1.00 1.00 1.00 6.58 581.7.0 1920.00 1.19 33.35 288.00 +D+0.750Lr--0.7'50L+0A50W4+ I i + 1ZO 1.00. 11,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Le4th = 24 .0 ft 1 0J00 0.242 1.60 1006 1.00 1.00 1.00 1.00 1.00 15.20 1,344.52 1920.00 2.48 69.68 288.00 4 +O+0.750L-t0.750S+0A50W+H 1.000 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = N.0 ft 1 0.303 0.116 1.66 1,006 1.00 1.00 1.00 1 ' 00 1.00 1.00 6;58 581;70 1920.00 1.19 33.35 288.00 +O-+0.750L+0.750S-f0,5250E4H 1.000 1.00 1.00 1.00 1.00 1 Z 0.00 0.00 ~0.00 wLepp ='24.01 1 -:0303 --0.136 1.60 1.000 '100 1.Z 1, 0 .0 1: 0 .0 1:00 6.58 -,Mlizo 0 , 00 "mobo .119 33.35 288.00 1" '7460D40.60W4601-1 t , - 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft A, 0,182 . 0.069 `1.60 1.000 1.00 1.00 j-00 1.00 1.00 3.95 349.02 1920.00 0.71 20.01 288.00 -~0.701E-0.60H 1.000 * 1;00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 00 n th 24.0 ft .1 0.182 0.069 1.60 1.000- 1.0.0 1.00 1.00 1.00 1.00 3.95 349.02 1920.00 0.71 20.01 288.0.0 ;Mbb(irrku Combination Span. Max. Deft Location in Span Load Combination Max. Defi Location in Span 4Lr4H 1 1.0185 12.000 0.0000 0.000 ~v F Roa0t*dnR3;- Support notation Far left is #1 Values in KIPS -~k load Combination. Support I Support 2 Overall MAXImum 3.288 2.946 Oveiall MINimum 1.020 1.920 1.368 1:026 4O+L+H 1.368 1.026 ~D 3.288 2.946 .40+6+H 1.368 1.026 lk +O4.+150Lr+0.750L-+H 2.808 2.466 +D+0.75OL-+0:750S+H 1.368 1,026 , 4' ---0-0 60W-H 4.368 .1-026 +DA.70E+H 1.368 1.026 4O4750Lr40.750L+0.450W+H 2.808 2.466 4-D-+0.750L+0350S40.450W+H 1.368 1.026 n. +D.+0.750L+0.75OS40,5250E+H 1.368 1.026 401.60D40.60*4601-1 0.821 0.615 40.60D-F0.70E40.601-1 0.821 U15 D,Only 1.368 1.026 Lr Only 1.920 1.920 L Only .5 cm W Only E Only H Only 4" L + 4; 'A M* Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 Title Block Line 6 .5 Project Title: 2077 La PWffk%Dr. Heat Pmps Engineer: AM Project ID: 2018027 Project Descr: Additing Mechanical equipment on the roof 10MAY2019, 2:16P.-A R1e7-;c.OSoS% U&,1KENEP.CA';;1VOT~.7LA- - 510R.P.9pp. ENER i,:Qola LOANG' 0 .09 Descr#on EAL%fing GLB ~XtWE'AgF Calculations per NDS 2015, IBC 2015~ CBC 2016, ASCE 7-10 Load Combinaticin Set: ASCE 7-10 Material Pr operties Analysis Method: Allowable Stress Design' Fb + 2,400.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - 1,850.0 psi Ebend-xx 1,800.Oksi Fc - Pdl 1,650.0 psi - xx ,Eminbend 9%Oksi Wood Species DF/DF Fc - Perp 650.0 psi Ebend-yy 1,600.Oksi Wood Grade :24F - V4 Fv 265.0 psi Eminbend - yy 850.Oksi Ft 1, 100.0 psi Density 31.20pcf Beam Bracing Beam is Fully Braced against lateral -torsional buckling . . . ....... .... ....... . ...... . .. .... ..... .... .... .... ...... . . . . ...... ...... .. . .... . ...... ..... . . . . . ....... ..... .. .. .. . ..... ........... D(1.92) Lr(2.3) D(1.92 Lr(2.3) D(O 75) D(1.92) Lr(2.3) D(1.92) Lr(3.2) D(1.92) L 2.3) 5.125x28.5 Span 41.0 ft .... ...... . . . ....... ... ....... ...... . .... ..... . Service loads entered. Load Factors will be applied for calculations. ;Beam self weight calculated and added. to loads Point Load: D = 1.920, Lr 2.30 k @ 8.0 ft Point Load D = 1.920, Lr 2.30 k @ 16.0 ft Point Load D = 1.920, Lr 2.30 k @ 24.0 ft Point Load : D 1.920, Lr 3.20 k @ 32.0 ft Poisit-Load:0=1220, 2.30 A@ 40.0 It Point Load: D 0.750 k @ 20.0 ft ~ i~~G10' -..I~~~.,~~,- _- : ........ ... . . ............ . .... . . . ..... .......... ...... . ..... ... . ... . ... .......... ~Maximurn Bending Stress Ratio 0.8481 Maximum Shear Stress Rabo 0.307: 1 Sedon used for this span 5125x28.5 Section used for this span 5.125k28.5 fb : Actual 2,181.14psi tv :Actual 101.75 psi FB: Ailowable. Zj577335KI. Fv : A71owabL 3-34.25 psf. A;, i - Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 23.942ft Location of maximum on span O.Gooft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 1.090 in Ratio = 451 -360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 2.153 in Ratio = 228-180 Max Upward Total Deflection, 0.000 in Ratio = 0<180 . .......... ... ..... . ..... .. ....... ......... . .. ...... . ....... ....... . .. .... ... . ... ... .. .. .. ..... .... .... .. . ....... . . ........ Ok . . . ............................. ................. . ..... . ...... 'A M! ER&eer. 325 W. 31Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 Project Title: 20-77, La Palma&Dr. HLat Rumps, Engineer AM Project ID: 2018027 Project Descr. Additing Mechanical equipment on the roof 1.,Wooa beam :-,~ I ~ De=ojon: E-14 GU3 , 1 1::." , 4:. ~,s - I I I , . .., . , . -- OIERCAC L Riu,; M", Ad toinbi-ftAtibillis Load Combination Max Stress Ratios Moment Values Shear Values SegmentLength Span M V C d C FN C I Cr Cm *C t CL M fb F'b V fv F'v, -+D+H 1. 0.00 0.00 0.00 0.00 'Length=41.0ft I 0.590 0.213 0.90, 0.858 1.00 1.00 1.00 1.00, 1.00 63.21 1,09125 1852.81 4.94 5016 238.50 +D+L - -*H 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =4 1,0 It, 1 0.531 0.192 1.00 0,858 1.00 1.00 1;00 1.00 1-00 63.21 1,093.25 2058.68 4:94 50.76+ 265.00 ~1.40+Lr+H 0.858 1.00 1.00 1.00 1.00 1-W 0.00 0.00 0.00 0,00, Lenthk= 4.1.0 t 0:848 0,30T 1.25 0.858 t.00 1B 1.00 1.00 t-00 126-11 Z181-T4 257135 10f.75. 331 , 25 ~D-S-H 0.858 1.60 1.00 1.00 1.00 1.00 0.00 0.00 6.00 0.00 'LL ngth = 41.0 ft 1 0.462 0.167 1.15 0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 2367.48 4.94 50.76 304.75 750Lr.+0.750L+H 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 41.0 ft ' 1 0;740 0.269 1.25. 0.858 1.00 1.00 1.00 1.00 1.00 110.17 1,905.56 2573.35 8.67 89.00 331;25 a -'+D+0.750L+0.750S+R 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 41.0 ft 11 0.462 0.167 1.15 -0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 2367.48 4.94 50.76 304.75 ~PD+0.60W*H, 0.858 -1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length -241.0 ft 1 0.332 0.120 1.60 0.858 1.00 1 , 00 1.00 LOO 1,00. 63.21' 11,09125 3293.88 4.94 50.76 424.00 -0-470E +H 0.858 1.00 1.00 1.00 1.00 '1 .00 0.00 0.00 Ho 0.00 Le 1,.0 It .1 'Vh =4 O.M 0;120 .1.60 0.858 1,00 4.00 1 -.00 1 .00 -1.00 6121 1~09125 3293,88 4:94 50.76 424-.,00 +D+0.750Lr+0.750L-P 0.45OW4H 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 41.0 ft 1 0.579 0.210 1.60 0.858 1.00 1.00 1.00 11,00 1.00 110.17 1,905.56 3293.88 8.67 89.00 424.00 +13-475OL-0.75OS-445OW41-1 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.60 0,00 Leigth = 4 1.0 It 1 0.332 0.120 1.60 0.856 1.00 1.00 1.00 1,00 1.00 .63.21 1,093.25 3293.88 4.94 50.76 424.00 ~D-0.750L--0.750S--0;5250E-4-I 0.858 1.00 1.00 41.00 1.00 1.00 0.00 0.00 0.00 0.00 '7' Length = 41.0 ft UN. 0.1~d 1.60 0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 3293.88 4.94 50.76 424.00 -46ANHOW-0.601-1 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0;00 0.00 0.00 . Length = 4 1.0 It 1 0.199 0.072 1.60 0.858 1.00 1.00 1.00 1.00 1.00 37.92 655.95 3293.88 2.97 30.45 424.00 t . 4. ~~0.60D+0.70E-0,601-1 0,858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.100 eng =4T.0 k 'r L th Oi 1.99 0.072, 1-.60 0.858 T.00 1:00 - 1%00 UO t,.. 0 0 37,92 655.95 329188 297 30. -45 424.OG ~O 6M1:'M#iMW"De lblotlt)ft Load Combination Span Max. V Defi Location in Span Load Combination . ........ . . . ...... Max. '+~ Defi Location in.Span. ...... +O+Lr4H . .... . . ........ 2.1528 20.650 .. . 0.0000 -.- 0.000 FlRbi6t 0 Support notab n Far left Is #1 Values in KIPS i~ Load Combination Support 1 Support 2 Overall MA)(imum 9.979 14.068 1L Overall MINimum 4.966 7.434 V -5.0f3 6.634 +[)+L+H 5.013 6.634 +D+Lr+H 9.979. %068 +D+S4H 5.013 6.634 '+D+O 75OLr+0.750L+H 8.738 12.210 ~M'7601--+0350S+I-I 5.013 6.634 ;M.60W-H 5.013 6.634 -".70E+k 5.013 6.634 +D-+0.750Lr+0.750L*0.450W+H 8.738 12.210 +".750L+0.750S.+0.450W+H 5.013 6.634 4 460D-t0.60W4.60H 3.008 3.980 4.60D+0.70E*0.60H 3.008 3,980 '.,,-,D Only 5.013 6.634 Lr Only 4.966 7.434 --~r L Only t only W Only E Only H Only :k AM Engineers 325 W. 3Rd. Ave., Suite 205 Es6ondido, CA. 92025 (760) 741-7306 Title Block Line 6 77-7 MAY V -7 Project TltL-- 2GTT La Palmas Dr.. Heat'Pumps Engineer: AM P 'ectID: 2018027 0 roihe roof Project Descr: Additing Mechanical equipment n Pft,ed: 10 MOLY 20*,8. ?.13PLi ',.,34e;,story.c-.O:ncr~ete4l#,up:.waRsbWg. s a e o 9 Ty. Calculations per ASCE 7-10 Risk Category of Bufldi~g 6r Other Structure '11': All Buildings and other structures except those listed as Category 1, 111, and IV ASCE 7-10, Page Z Table 1.5-1 -Seismic Importance Factor 1 ASCE 7-10, Page 5, Table 1.5-2 : :4SCE-Im' IISti: . ... .. 6 e'' ASCE 7-10 11.4. 1, Max. Ground Motions, 5% Damping: Latitude 33.158 deg North VonlAude deg.waft S1 0.4469 g, 1.0 sec response Location Carlsbad, CA 92008 -C SiteClassftfion 'D': Shear Wave VelocftY600 to 1,200 fl/sec D ASCE7-10 Table 20.3-1 -,Site Coefficients Fa & Fv Fa 1.03 ASCE 7-10 Table 11.4-1 &. 11.4-2 (using straight-line interpolation from table values) Fv 1.55 Maximum Considered. Earthquake Acceleration S Fa Ss 1.206 Ms ASCE 7-10 Eq. 11.4-1 Ml 'Fv ,Sl `0. 694 ASCE 749 ;Eq. 11. 4-2 7 Dos ign S pectral Acceleration S =S ~?3 0.804 DS ASCE 7-10 Eq. 11. 4-3 = S Sol ~l 213 0.463 ASCE 7 -10 Eq~ 11.4-4 Seismic Design.Category D 4SCE 7 -10 Table 11.6-1 & -2 ASCE 7 -10 Table 12.2-1 Basic 6ismic Force Resisting System.... Bearing Wall Systems S Ordinary reinforced concrete shear walls .4, Response Modification Coefficient R 4.00 Building height Limits: System Overstrength Factor * Wo 2.50 Category "A & B" Limit No Limit Deflectio . n Amplification Factor I Cd 4.00 Category "C" Limit No Limit Category "D" Limit Not Permitted NOTE! See ASCE 7-10 for all applicable footnotes. Category 'E * Limit Not Permitted Category "F' Limit Not Permitted ASCE 740 Section 12:8.'2 ure Equivalent Lateral Force Procedure The "Eatlevalent Lateral Force Procedure! is.bej6 tothe joroyis'ons of ASCE 7-1.0 12, usedaccord'ng Use ASCE 12.8-7 Structure Type for Building Period Calculation All Other Structural Systems ".Ct"value 0.020 hn ": Height from base to highest level 25.0 it x"value 4~; " Ta 'Approximate fundemental period using Eq. 12.8-7 Ta=Ct*(hnllx) 0.224 sec "TL.': Long-period.transition period per ASCE 7-10 Maps 22-12 22-16 8.000 sec Building Period "Ta Calculated from Approximate Method.selected 0.224 sec 6e ASCE74&Secton'1241.1 D§ Short Period Design Spectral Response 0.804 From Eq. 12.8-2, Preliminary Cs 0.201 R Response Modification Factor 4.00 From Eq. 12.8-3 & 12.84, Cs need not exceed 0.517 Seismic Importance Factor 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than 0,035 Cs Seismic Response Coefficient 02009 ASCE.7-10 Section 12.8.1 CS 0.2009 from 12.8.1.1 IN (see SumWi below) 0.00 k SeismiicBmShear 11=~Cs*W= -0:00 It 4 A. M Bows 1-325 k3lRd. Ave., Suite 265 Escondido, CA. 92025 (760).741-7306 ,~s Pr*d To&. 2077 LaPalmas Dr. Heat Pumps Engineer- AM Pro, t ID: 20180.27 on le, of Project Descr. Additing Mechanical equipment he ASGE 749 Section 12.2.3 'Orces- k nx exponent based on A 1 UU 'rable ol'building Weights by Floor Level Level # Hi: Height (Wi I-Ift) :CvX Fx=Cvx V Sum Story Shear Sum Story Moment Wi: Weight SUM W 0.00 k Sum Wi ki: 0.00 k-ft Total Base Shear 0.00 k Base Moment 0.0 k-ft ASCE7-10 12.10.1.1 rces el I.Leve(#. WL Fi. SuLm R SUM wip FPX Calad FPX MiEL F Max py. Fpy. DW.Form wpx. .............. Wei ght at level of diaphragm and other structure elements attached to it. R .......... ...... Design Lateral Force applied at the level. Sum Fi. .............. Sum of 'Lai. Force' of current level plus all levels above MIN Req'O Force. @ Level— ....... 020*S D;'*Wpx MAX, Req'd Force @'Level ........ OA0 * S' I * WpX orce I urr e Fpx Design F @ Level ....... Wpx * SUM(x-n) F; SUM(x->n) vii, C ent level, n Topt vel kr JOB A M ENGINEERS SHEET NO, OF Consulting Structural Englneers CALCULATED BY DATE (760) 741-7306 a —# U07 -7 20" ---- — ------ .... ...... ............ .. mm,o s 15 EWWAC%YORXINTKISAKA, IN 1.0 ............. .. . ............. . ! I ... .. .. Nil. _jj. -'W Is ...+ . ............ . . . . . . . . . . . . .............. . . . . . . ... ....... . ....... "iS AREA i i NO NrWKVk 4.t 17 -mm '7 -.7 j -7y Fd .. ........ . . . ...... ..... ......... TV EC-4 ox , nx-\~ ........... E ...... .......... -A J. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ............. .................... .. . . .. ......... . .... .. . ... — - -------------- clu" NONEWKVACVIbMWTHSAFtEA ";.T 4 (C-0 4,()(,,kT ........... .. 04) 75i2* mik—k UlAr - - — ------ - ....... . .. ......................... . . .. . . . . . ............... . . ... ........... . ......................... . . .......... ... ....... ..... ..... A M ENGINEERS m Co6sulting Structural Englneers RAn) 7Al-7qnA lf~, I J08 ';D-Z 7 77 Lme,~:~s~jjpxig SHEET NO, OF CALCULATED BY DAT .... ...... 77F. ..... . .... ..... . . . ....... ...... ..... . 1 74~ .......... ............. ... ... .... ............. . 7, : ! I ~ ...... ...... 4.6 . ........ . .. ... .. .... ............. .. .......... F 4~ ........... : ............ ~411 ......... . .. .... ...... .... . . .. ..... ...... ..... ....... ... e . ............. . . . . ......................................... . . . .................................. ...... . . ...................................................... Atli - ON I fal, ,Consulting structq*ral engineers 325 W. 3rd A03., Sulte 205 -4 Escondido, CA. 92025 Ph one (760) 741-7306 Fax ~(760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME 2077 Las Palmas Heat 'Pump PROJECT NO. 2018027 CLIENT Trivista Inc. This signature is to be a wet I DESIGNED signature: not a copy I APPROVED BY A. M. DATE SIGNED I DATE: May, 2018 4 IVRAI S I n rn M C' CALIT ......................... . . ........................................... ...... ........ ............. . ........ ........................... . . .. .................... . ....................................... Consulting Structural Engineers. 325 W: 3rd Ave,, Suite.205, Escondido, CA. §2025 Phone (760) 741-7306 Fax (760) 738-8364 (Roof Loading) Roofing 1.0 psf Plywood 5 psf Sub~purli n s 1.0 psf Rurli.ns. 0. psf Beams 2.0 psf Misc. 2.5 psf DL= 10 psf .LL_ 20 psf Seismic: Seismic Design Category: D Wind: Exp. "C" Soils: Brg.=1.500 psf Concrete* f c=250,0 psi for footings and slab f c=3000 psi for structural slab Reinforc.: Fy=60000 psi for #5 and grater Fy=40000 psi for #4 and smaller Lumber: DF/L;#1 for 2x rafters,,2.x joists, beams and posts. DF/L #2 for 2x studs. 24F-V4 for simple span glue-laminated beams 24FV8 for continuous glue-laminatedbeams -Steel: ASTM A500, grade B for tubular sections ASTM -AMI, orA-STM A53, ty0e IE -~rade'B'foi circlalar sectloiris ASTM A572 grade 50 for all other sections. Masonr)f: f m= 1500 psi Weld; Welding should conform to AWS D14. All welding shall be done by electri . c arc process using approved rods and performed by,certifi.ed welders.. All fabrication and'welding shall b*e perf6rmedin the shop of an approved" 'fabricator. The approved fabricator must submit a certificate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding requires periodic special inspection. Code: C3.C. 2016 edition JOB /,a.0 7 A M ENGINEERS SHEET NO. 17 OF Consulting Structural Engineers CALCULATED BY DATE (760) 741-7306 7-7 .. ........ -750 ALI 7/1 A, Aw Ix 15K"j 7,13 Al .. . .... ... . .... ... ...... . ... ... .. . 'rx t's 1 24 92,0 7— 30e,( T94: .. . .. .. ..... -4- so A 4/7- =P-A Mrs ~~4 -V ... ........ .. . . .... .. It —7k) 7. J., %AM' Engheers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 It r Ptojkf Title: 20TT La- Paliftiiai0r. Nat.~P w., ps. Engineer. AM Project ID: 2018027 Project Descr: Additing Mechanical equipment on the roof title Block Line 6 Nntedi 10 MY 2019, 2~VPM RJOiCAL am ENE -ALc,JK~ -2,01,?,~; ildl ~fvo _RC "RU Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 1,200.0 psi E Modulus of Elasticity Load Combination ASCE 7-10 Fb- 1,200.0 psi' Ebend-kx 1,800-Oksi Fc - PrIl 1,550.0 psi Eminbend - xx 660.Oksi Wood Species Douglas Fir - Larch Fc, - Perp, 625.0.ps~ Wood Grade No. 1 & Better Fv 180.0 psi Ft 800.0 psi Density 31.20pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling . ......... . . ...... ... . ...... .... ....... . . ..... D( 1) D(O.068) D(O.08) r(O.16) JL 4x16 Span 24.0 ft ...... ...... .. . . .... ... ... ............ . . ........ ... . . . ... ... .......... ....... . .. . . .. . .. ............... . ......... .... .. ... ........ . .. ............ . ... Service loads entered. Load Factors will be applied for calculations. .41LInff.ormto.ad: D=O.0,80, Lr=0.169., TrIbuitaryWW-1.0-ft 1. Uniform Load : D = 0,0680 k/ft, Extent 0.0 5.50 ft, Tributary Width 1.0 ft Point Load: D 0.10 k @ 5.50 ft 9-Y It- .......... Waximurn Bending Stress Ratio ~Ima Y Maximum Shear Stress Ratio 0.364: 1 Sedion used Ibrihis span 4 Section used for this span 9 4XI 6 fb : Actual 12ps! fv: Actual 81.79 psi FB : Allowable 1,500,00psi FV: Aflowable 225.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 11.737ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # I Maximum Deflection 1 Max Downward Transient Deflection 0.645 in Ratio = 446 -360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Da"wardTotadOeffiacfto6 1'019 ki Rifto = 282 -24Y. Max Upward Total Deflection 0.000 in Ratio = 0 <240 . ..... . ..... ............. . .... . re "ns"" -Maximbin*. rce s.: qrtoad- Load Combination Max Stress Ratios Moment Values Shear Values ~1 Segment Length Span # M V C d C FN C i Cr Cm C t C L M fb Fb V fv FV +D+H 0.00 0.00 0.00 0.00 Length 24.0:11 1 .0.539 01M 0.90 1~000 .10 1:0.0 1.00 1:00 TOO 6.5B 581.70 4080.00 .1.19 33-35 162.400 +D+L+H* 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 24.0 it 1 0.485 0.185 1.00 1,000 1.00 1.00 1.00 1.00 1.00 6.58 581.70 1200.00 1.19 33.35 180.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 e ........................... -W, '-';MEngin`ee-rs ~r-` 325 W. 3Rd.'Ave,, Suite 205. Escondido, CA. 92025 (760) 741 J306 .4 Project Title. 20n La Palmas Dr. Heat Pumps Engineer: AM Project ID: 2018027 Project Descr. Additing Mechanical equipment on the roof Desc*jon : 4xJ6 atslJn9PwRns Load Combin~fion max Stress Ratios Moment Values Shear Values Segment, Length Span # M V C d C FN. C i Or C m C t C L M fb Fb V tv Fv Length = 24.0 ft 1 1.066. 0.364 1.25 1.000 1.00 1.00 1.00 1.00 1.00 18.08 1,599.12 1500.00 2.91 81.79 225.00, -D+S+H 1.060 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.422 0.161 1.15 1.006 1.00 1.00 1.00 1.00 1.00 6.58 581.70 1380.00 1.19 33.35 207.00 40-47501-r+0.75OL-H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.896 0.310 1.25 1.000 1.00 1.00 1.0 0 1.00 1.00 15.20 1,344.52 1500.00 2.48 69.68 225.00 't4D+0.75OL-+0.750S+H 1.000 1.00, 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft. I 0,422, 0.161 1. Z 1.000 t.06 1.00 t.00 1.00 100, 6~515 W.V.. 08U.99 f,.fg 3-33S 207.06 40+0;60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 Length = 2410 ft 11 1 0,303 0.116 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.58 581.70 1920.00 1.19 33.35 288.00 4010.70E+H 1.000 1.00 1.00 1;00 1.00 1.60 0;00 0;00 0.00 0.00 :Lepgth 1 0.303 0.116 1.*60 1.000 1.00 1.00 1.00 1.00 1.00 6:58 581.70 1920.00 1.19 33.35 288.00, !Y: +D+0.750Lr+0.750L+0.450W4+i 1.000 1.00 11.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.700 0.242 1.60 li.000 1.00 1.00 1.00 1.00 1.00 15.20 1,344.52 1920.00 2.48 69.68 288.00 +D+0.750L40.75OS-+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length.~ 24.0 ft 1 0.303 0.116 1.60 1.006 1.00 1.00 1.0.0 1.00 1.00 U8 58110 1920.00 1.19 33.35 288.00 +D.+0.750L+0.75OS-tO.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 :Lejo = 24.01 .1 R303 -0.116 1.60 1.000 1:00 1;00 10 1.00 1:00 6.58 SVL7,01 I R20.'00 119 3-3.35 -288.00 t460D4(1.60W,0.60H 1.000 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft~ 1 e , 0.182. 0.069 1.60 11.000 1.00 1.00 1.06, 1.00 1.00 3.95 349.02 1920.00 01 20.01 288-00 -0.60D+0.70E+0.60H 1,000 igoo 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 24.0 ft 1 0.182. 0.069 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.95 349.02 1920.00 0.71 20.01 288.00 ;i?dMUM%+b'0h6Cbons ....... . Load Combination Span. Deft Max. Location in Span Load Combination Max; W Dell) Locationin Span +DAr4H 1 1.0185 12.GOO 0.0000 0.000 -Support notation Far left is #1 Values in KIPS :Load Combination: Support I Support 2 t 1A, Overall MAXImum 3.288 2.946 Overall MINimurn 1.9 20 1.920 -4 +D+H 1.368 1:026 D+L+H 1,368 1.026 -~D+Lr+H 3.288 2,946 401+8+H 1.368 1.026 4-0.750U40.7501-+1-1 2.808 2.466 --D+0.ML--0 1.368 1'.026 ' 75OS-H ~-D~ WIN-* .1.368 1-026 '4Qt0.70E+H - 1.368 1.026 -0-47501-r-~0.7501--+0.450W-H 2.808 2.466 +O-+0.750L40J50S-+0.450W+H 1.368 1-026 +0+0.750L+0.75OS-+0.5250E+H 1.368 1.026 0.821 0.615 +0.60D+0.70E401.60H 0.821 0;615 .4 D Only 1.368. 1.026 Lr Only 1.920 1.920 L Only w only 1E,Only e, "-t H Only 4 'e 7 . . ............................ . .............. . . .................... . . ................. . ............. . .................. . . ............ . ....................... . ........................ . .................... .... . .......... A 9 Englhe;rs Project Tiff e: 20TT La Palmas Dr. Heat Pmps 325 W. 3Rd. A4.~, Suite 205' Engineer: AM ProectlD: 2018027 Project Descr: Additing Mechanical equipment on ihe roof Escondido, CA. 92025 (760) 741-7306 'fitle Block Line 6 Prhted: 10MAY 201R. 2:16PM UM&AENERCA'A12077lA-1*'E CALC, IN NER C fl* it ? V OW &1 21 . .7A Dawripton Existing GL13 Calculations per NDS 2015, IBC 2015; CBC 2016, ASCE 7 -10 Load Combination Set: A8CE 7-10 Material. Properties Analysis Method: Allowable Stress Design Fb + 2,400.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - 1,850.0 psi Bend- xx 1,800.Oksi Fc - Pd1 1,650.0 psi Eminbend - xx 950.Oksi Wood Species : DF/DF Fc - Perp 650.0 psi Ebend-yy~ 1,600.OW Wood Grade :24F - V4 Fv 265.0 psi EmInbend - yy 850.Oksi Ft 1,100.0 psi Density 31.20pcf Beam Bracing :;Beam is Fully Braced against lateral-torsional buckling . . ... ....... :.~ . .......... .. ....... ... . . . ..... ........... D(1.92) Lr(2.3) D(1.92 Lr(2.3) D(O.75) D(1.92) Lr(2.3) D(1.92) Lr(3.2) D(1.92) Lr(2.3) 77- 5.125k28.5 Span 41..0 ft ....... .. . . .. .. ... .......... .... ...... . ... ..... . . . ... . .......... ..... .... .. ......... ..... .... . .. . .. ...... ......... . ... .. . . .... ..... . ..P Service loads entered. Load Factors will be applied for calculations. Beam self weight calcuLated and.added to bads Point Loa d: D = 1.920, Lr = 2.30 k @ 8;0 ft Point Load -D = 1 .920, Lr = 2.30 k @ 16.0 ft Point Load D = 1.920, Lr = 2.30 k @ 24.0 ft Point Load: D 1.920, Lr 3.20 k @ 32.0 ft Point-Load: :0 = 1-120, - Lr = 2.30.k,@ .40.Oft PointLoad: D=0.750k@20.Oft .. .............. .. . .... .. . ..... .............. .. .. .. ..... Maximum Bending Str6ss Ratio 0.8481 Maximum Shear Stress Ratio 0.307: 1 Section used for this span $A 25x28.5 Section used for this span 5.125k28.5 fb : Actual 2,.181.14psi tv Actual 101.75 psi FB : Allowable 2,573.35ps3, Fv-. Allowabe, 3.3-1.25 psV, Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 23.942ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Ile Maximum Deflection Max Downward Transient Deflection 1.090 in Ratio = 461 -360 i,, Max Upward Transient Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 2.153 in Ratio = 228 ~i=180 A s Max Upward Total Deflection 0.000 in Ratio = 1 0 <180 ..... ........ ........ . . ... ........ ....... .......... ....... . . . .. ...... . ....... .... .... ..... .. .... ... . .. .. ..... ... .. ........... .. .... ..... . ........ . ........ . . .. ....... ..... ... ~V, ell . ........................ . . ................................ . . ................... -N 44. A M! Enpeers ~325 W. 3Rd. Ave.', Suite 205 ~Scondido, CA. 92025 (760) 741-7306 RIP Project TH16. 2077, La Palmas Dr. 146at Plumps Enyineer: AM Project iD: 2018027 - Project Descr. Additing Mechanical equipment on the roof DeSc4pbon EXWm'g GLB 6,44t ions L;ad Combination Max Stress Rados Moment Values Shear Values Segment Length Span # M V C d C Ftv Ci Cr C rn C t C L M fb Pb V fv Pv 0.00 0.00 0.00 0.00 Le - ngth 41.0 It 1 0.590 0.213. 0.90 0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 1852.81 4.94 50.76 238.50 -D--L-+ 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 41.0 ft. 1 0.5311 0A92 1.00 0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 2058.68 4:94 50.76, 265.00 ..+D.+Lr+H 0.858 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Oz-98 UOT 1.25 0.858 UO T.00 T.00 1.00 1.00 f26.11 Zt8U4 2573:35 gAt~ 10.f.75 331.25 +D-S-H 0.858 1.60 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Lehgth--;41.Oft 1 0.462 0.1167 1.15 0.858 I.W 1.00 1.00 1.00 1.00 63,21 1,093.25 2367.48 4.94 50.76 304.75 --T4b;0.750U+0.750L-;H .1 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 41.0 ft 1 0.740 0.269 11.25. 0.858 1.00 1.00 1.00 1.00 1 , 00 1110.117 1,905.56 873.35~ 8.67 89.00 331;25 +D41.75OU:4750S+~ 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length.= 41.0 ft', 1 0.462 0.167 1.15 0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 2367.48 4.94 50.76 304.75 :,D-+0,60W+H 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 .1ength = 41.0 ft 0.332 0.120 1.60 0.858 1.00 1.00 1.00 1.00 1.00 63.21 1,093.25 3293.88 4.94 50.76 424.00 + -+0.70E.+H D 0.858 1.00 1.00 1.00 11 .00, 1.00 0.00 0.00 0.00 0.00 Le-ngth=A1,.04t .1 1.,0.332 0;120 1 ~60 0.858+ 1.00 4.00 1.00 :1 * 00 1.00 6321 1,0125 M-~ .3, 6 9 4:94 50.76 424..,00 P +D-+0,750Lr+0.750L+0.450W-+H 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 'Length = 41.0 ft 1 14 0.579 0.210 1.60 0.858 1.00 1.00 1.00 1.00 1.00 110.17 1,905.56 3293.88 8.67 89.00 424.00 ~~+0;0.75OL40.750S-+0.4504~1-1 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0100 0.00 , Length = 41.0 ft V 0.332 0.120 1.60 0.858 1.00 1.00 1.00 1.00, .1-00 .63.21 1,093.25 3293.88 4.94 50.76 424.00 "4b-~0.750L+0.750S+0.5250E+H 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length=41.0 ft 0.332 0.126 1.60 0.858 1.00 1.00 1.00 1.00 1.00 6121 1,093.25 3293.88 4 , 94 50.76 424.00 40.60NO.60W4601-11 0.858 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 7 Length ' 41.0 ft I - - -0.199 -0.072 1.60 0.858 1.00 1.00 1.00 1.00 1.00 37;92 655.95 3293.88 2.97 30.45 424.00 . ~40.601)+03OE40.601-1 . 0.858 1.00, 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0~00 Length = 0.0 ft f (1. T.99 0,072, T.60 0.858 T.00 t,,00 1%00 UO t,,.00 37,92 655.95 3293.88 2-97 30.45 QUO '11A OM-D-6.11-i-i'000. V" ;kx!m ;_ ni _:z Load Combination Span Max. Defi Location in Span Load Combination Max. Dell Location in.Span ..... +D+Lr.+H . ...... . . .. . . ........ 2.1528 20.650 . . . ..... 0.0000 0.000 Support notation Far left, Is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MA)(Imum 9.979 14.Ubd Overall MINIrnum 4.966 7.434 -4~ .5.013 6.634 5.013 6.634 9.979 %068 +D,+S+ 5.013 6.634 +D-+0.75OLr+0.750L+H 8.738 12.210 *0+0.75OL40.750S+H 5.011 6.634 ,40 +0.60W.+H 5.013 6.634 +0+0.70E4+i. 5.1011 6.634 +D-#0.750Lr+0.750L-t(I.450W+H 8.738 12.21,0 -".750L--0.750S-,0A50W+H 5.013 6,634 b.bZ4 +0-60D-t0.60W+0.60H 3.008 3.980 460N0.701140.601-1 3.008 3.980 D Only 5.013 6.634 Lr Only 4.966 7.434 L Only S Only W Only E Only H Only 4' -A M En gkieers U5 W. 3Rd ' Avii., Suite 205 Es ndido, CA. 92025 co (760) 741-7306 Project Tae. 2077 La Palm-as Dr. Real'Pumps, Engineer: AM Pr 'ect ID: 2018027' Project Descr: Additing Mechanical equipment o 11he roof . I w, J a egqrj Calculations perASCE 7-10 Risk Category of Building or Other Structure 'Y": All Buildings and otherstructures; except those listed as Category 1, 111, and IV ASCE 7-10, Page 2, Table 1.5-1 Seismic Importance Factor ASCE 7-10, Page 5, Table 1.5-1 es 99-1 6' :49CE- 6 sti ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping: Latitude 33,158 deg North S.S 1_1%4 Uzm. ttwome Lon&de. deg('"eft 81 0,4469 g, 1.0 sec response Location: Carlsbad, CA 92008 'ClassiSl Site Classification "D': Shear Wave Velocl 600tol,200ftfsec ty D ASCE7-10 Table 20.3-1 .,Site Coefficients Fa & Fv Fa 1.03 ASCE 7-'10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fv 1.55 Maximum Considered Earthquake Acceleration S MS Fa Ss 1.205 ASCE 7-10 Eq. 11.4-1 S*' - S =Fv *,S1 ~0.694 -.4' mi ASCE 7-10 ;Eq. 11. 4-2 Desi'n Spectral Acceleration S =S W3 0.804 9 Ds ASCE 7-10 Eq. 11.4-3 Sol S M-1 213 0.463 ASCE 7-10 Eq. 11,44 Seismic DesignCategory ID 4SCE 7-10 Table 11.6-1 -2 F. It sl ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System ... Bearing Wall Systems Ordinary reinforced concrete shear walls Response Modification Coefficient R 4.00 Building height Limits: System Overstrength Factor * Wo Z50 Category 'A & B" Limit No Limit Category "C" Limit No Limit Deflection Amplification Factor * Cd 4.00 Category "D' Limit Not Permitted NOTE! SeeASCE 7-10 for all applicable footnotes. Category "E* Limit Not Permitted Category "F* Limit Not Permitted ASCE 7 -10 Section 12.8.2 Equivalent Lateral Force Procedure The "Egu'malent Lateral Force Procedurd'is being usedaccord*ng lothe r)rovisions of ASCE 7-1.0 12.8 Use A SCE 12.8-7 Structure Type for Building Period Calculation All Other Structural Systems 4 . I J- *Ct'value 0.020 hn ': Height from base to highest level 25.0 ft x ; value Ta ' Approximate fundamental period using Eq, 12.8-7 Ta=Ct*(hnllx) 0.224 sec "TL': Long-period transition period per ASCE 7-10 Maps 22-12 22-16 8.000 sec Building Period Ta Calculated from Approximate Method selected 0.224 sec ASCE 7- 10 Section- 12.8. 1.1 os; Short Period Design Spectral Response 0.804 From Eq. 12.8-2, Preliminary Cs 0.201 R" Response Modification Factor 4.00 From Eq. 12.8-3 & 12.8A , Cs need not exceed 0.517 'j': Seismic Importance Factor 1 From Eq. 12.8-5 & 12.9-6, Cs not be less than 0.035 Cs Seismic Response Coefficient 02009 ASCE.7-10 Section 178,1 CS 0.2009 from 12.8.1.1 W(seeSumWi below) 0.00 k -V" SeismicBmShear V=-Cs*,W= k T.4% ... ........................ . . . ............... . . . .................... . . ................... . . ............. . ............ . . ................. . . . ........... .............. .............. A M Engineem Project Title: 2077 LaPahas Dr. Rbat Pumps )25 k3lRd. Ave., Suite 265 Engineer- AM Project ID: 20180,27 Escondidoi GA. 92025 Project oesm Additing Mechanical equipment on the roof (760) 741-7306 Tifle Block Line 6 Printpd: 10 MAY 2018, 2.13N FA16`- CAUt6lAd' o ce,s,~% ASCE 7 s~~# i 'r -1-0 SecUon 12.8.3 k nx exponent based on Ta 1.uU Tab.16 of budding Weights by Floartevel., Level.4 Wi: Weight Hi:: ftg~l (Wl :CvX Fx=Cvx V Sum Story Shear Hft) Sum Story Moment Sum WI 0:00 k Sum Wi Hi 0.00 k-ft Total Base Shear 0.00 k Base Moment 0.0 k-ft 9rces 1W. 0. ry ASCE 7 ei~ ic..D t -10 12.10.1.1 Level#, wi Fi. Sum R, S= W1. IF9x:-.Calrd FpK Miri Fpy.,. Max. Fw. DsGrL.Force J Wp.X ......... ........ Weig ht at level of diaphr agm and other structure elements attached to it. Fi .......... .......... ... Design Lateral Force applied at the level. Sum Fi ...... ............ Sum of 'Lai. Force" of current. level plus all levels above MIN Req'd 'Force @ Level .......... 00 * S C; I - WpX ~MA X Req'd Force @ Level ... OAV'S' D*S'*WPX Fpx: Design, Force @'Level ....... Wpx SUM(x I -n) F1 I SUM(x-n) wi, :x Current level. n Top Level n t DATE CALCULATED BY A M ENGINEERS Consulting Structural Engineers (760) 741-7306 JOB ltlkn SHEET NO. 0 OF v ra No NEW WAC WM IN THIS AREA "RO NKEW HOVACWMMIN TIHSAra 1. ( D ............ . .......... ........................... . ............................................ . ................................... . . ......... . .................................. .. ... ..... 51- .................... . . . . ............ - - - - ---- ---- ----- ,4 't ca .... ....... L Ll ~x Ri. Al < :V 4: 4,dl ... ....... . ..... ...... MVACtWOW.4N TIO NO NEW !Cb 41 1 N' 1.1 Q. 1 Vx, . . . . . . . . . . . T T . .. ................... . .. ........ . ......... .. ........... .. . . . .. ...... .......... --Al-07 . ...... (-tj - - — ------- - ....... ........ . . . ........... — ........ . .. . . . . .. . ............... . ....... .... ... . ....... .......... . ....................... . ....... ....... . ..... ... . ......... ...... .... ~14 ........... VY-1 i 4-- A M ENGINEERS Consulting Structural Engineers (760) 741-7306 ,os ~~Wo?, 7 00-77 4AS ALt-145 SHEET NO, OF CALCULATED BY DATE ............ ...... ... .... ............ .... ..... ...... ...... ...... ........... :A ............. ... ..... ...... I L . ..... .... i . .. .... . ..... ..... ... ..... . ..... .... .... ... V4 A .. .......... .... .. .... . . ..... ...... ...... ........ ...... ..... ...... ... . .............. ...... .... ............ i . ........... .. ...... .... ..... . . . . ..... LA .... ...... . . ...... . . . ......... 44 14 -i- Al 1. WE Is OFFICE USE ONLY REGIONAL SAN DIEGO RECORD ID # HAZARDOU.&MATERIAL.S' PLAN CHECK # ilP DATE I 1~ QUESTIONNAIRE Business Contact Telephone # i~_ C 'S Prbject:Aq6ress City. ode APN# HiA911 1 Z 13 City :Statek Plan File Y /A Applicant E-inail 0 2, t h' 462) J The following,quostions represent the facility',s actfvltle~_NOXIM r, fi(c description. ~~PART I: FIRE' DEPARTMENT — HAZARDOUS MATERIALS DIVISION: OCCUPANCY, CLASSIF17JAC M1JJtr.0d.NA&d forprolects wit6in tfie-Cft4,.of Sal Dieclo): Jndicateby circling the item Whether your business !411 usp, prcr,.qss, or store any of the -follovving P~2414"Tatenals` It.any.-ot the items are circled,. nnust contact,t . he Fire Prote6lon Agency,with jurisdiction prior to plan submittal. qccupancy ~ating:_ F~cility's SiIuare F66ta4e,(including proposed project): ... — Z 1 . - .. ~. . i o ~ L 1. Explosive or, Blasting Agents 5: Organic Pe Ades .9. Water Reactives 13. Corrosives.,. 6. Oxidizers 101 Cryogenics 1J, Other Health Hazards 1, P~rophorics 11. Highly Toxic or Toxic Materials (M None of These... ,4.'-FW,nmabIe-SQIids, 8. Unstable Reactives- 12'. Radioactives 2AOTSACKIT nC r_LI%A0nMM1zMTAI WIzAI TW 14A7APnni i.q MATr-RIAI _q nivisinti (14MDli If the,'answer to any oUthe Call (@~,S) ~9~_6766 priorJ9 the 'issuance of a building permit.-. 5jr V.FEES ARE.REQUIRED 'Project Completion baie: Expected Date of Occ pancy: ;YE§" NO ~'tr ctio'' 9 (for.riewco s u n & ieinodelin' piojicts)' El.' i~ js.y.oUr bpsiness, listed on the reverse side of this form,? (check all that apply). 'Wi b di" .. s '6f Hiiirdo~i Substakes~ br: Me'di6al Waste in any amount? 11 your usiness. ispo e wilyourbusines.s.sto . re.,or handle Hazardous Substances in quintifles,greater than or e4ual to 55 gallons, 500 :p , o - u . nds'an'dior . 20 , 0 c . ubic: eet. f Wil ydiJi~r 6UsiF_i'es'S`store'-6r haiindle cardinogens1feproductive toxins in any quantity? U,:*Will'~ybui ou.siheiis use.an existing or instill an underground storage tank? ~,~Q Willyou'r 6usines's".stdc-br handle Regulated Substances (CalARP)? 7.', 0' Will your business use.or install a Hazardous Wiitd Tank System ffitle,22, Article t0y? capacity,equal to 'Will your business store- petroleum in tanks or containers at your facility Wth a to at facility storage 0* 1 ' " * I I . . or' ahalter4hialn'l i320 61lo-ris? (Californiia's A66vegrobind Petroleum Storage Act). Diego.'CA.92A23. P9 . Ca . LAR . P, tx --- I . It 1 14!~ 1, M ,OaW ElCaIARP , Requ I I . e, d:~ Date InitiaW CalARP Date tnifials; PART Ill. SAN DIEGO.COUNTY.AIR POLLUTIoNc6NTROL DISTRICT (APCD): Any.YES* answer requires a stamp from APCD 10124'Old.Grove Road, 'San 'Diegb,.CA 92131 alacdcompgsdcounly.ca,gov, (858),586-2650). ["No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended ~'tb identif~,the majority of air pollution, issues at theplanning stage. Projects may require additional measuresnot identified by these questions; For comprehensive requirements, contact,APCD`.~Residences are typically exempt,-exce'ot -'Wos6 iWh m6re, than one'building; on the property; singi6 building*s"wi more thqn`,f6ur* dwe Iling units:,townhomes', condos; mixed-commercial use: deliberate 136rns~ residences forming pait6f 6 larger project. ['Excludes gara-ges & small cutbuildirigs.], ,.YES NO 1— 0, :.WI 1.11. - .. 't bt or more or existing b6ilding materials? Ill the project'disturb 160 square 0 2. 0. -Will any Ioad:supporting structural'memberS be removed?:Notificatio'n may be.re'quired 10 working days prior'to'commenciiig ddhioldidn' SWER ONLYIF QUESTION . 1'or 2 !S,YES)H.as an asbestos survey been performed bya Certified Asbestos Consultant or Sit&Sur~~ilfance' .3.',; '(AN fi~6 on ~4. 0 0 (ANSWERONLY IF QUESTION 3 1 S,YES) Based on the survey results. Wit the project disturb any ~asbestos coni aining mat6fial? Noti ti 6e re4ui i~d 10 to'commencing asbestos removal. irria Working days phoi E3. y "Will the proj6d,& aisbc, lited 6o6str-Uc:16~ equipmii6t ei~nit air ciontarnifiants? See the reverse .,side of this form or APCD.factsheet (,~~Av.,sdab'~d,omlirifotfaclslr)erri~its:r)df for typical equipment requiring ah APCD . permit. ONSWIEMONLY IF QUESTION 5 IS YES) Will th6 project or associated ~onstruction equipment be located Within i,000 fe.etof a'schoo'l., ~bbundM ....................... . . ....... . ....... 8 ie ribe busii ess'activiiies: proposed project: ..'rIql c: ,Sc/ V, I .. de I '~und& 1~ehhlty that to'the best bf.my knowled n cof rect, gq ~nd belief t e spo ses made herein are true.BW Sic 'a' wN vorAuthoriied~gerit' Date .In lure we FOR OFFICA.L USE ONLY: FIRE~DIE.PARTMENT'OCCUPANCY,CLASSIFICATION~-- PV.- , DATE: 6E~F~T 6h N6,F6RTH:ER'INFORMATI6N REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOROCCUPANCY COUNTY-HIAD APCD COUNTY-HIVID APCP 7A stamp in Inis uox,oniy~uxumpr, uuwlmzzv~ 11-1 County -of Sa 6 Diego OEH — Hazardous, Materials Di'viS16.0 -I M -.0,11711 "(08,111, 51 INDUSTRIAL WASTEWATER DISCHARGE P N, SCREENING SURVEY Date Busiriess Name a/ OF Street Address r -f Email Address' :PLEASE CHECK HERE'IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF ail below that are present at your facility- ENONA WASTPAIATER AUTHORITY Acid CI eaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive -R'epair Machining / Milling Painting / Finishing B?gory ManufactLirihg' Manufacturing Paint Manufacturing Biofuel Mak-ufacturing Membrane Manufacturing Personal Care Products 136tedh1aboratory (i.e. Water filter membranes) Manufacturing Bulk , Chemical Storage Metal Casting/ Forming Pesticide Manufacturing dar'W~sh Metal Fabrication Packaging Chemica I I MariPfac.tu ring Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Electroless plating Porcelain Enameling El . e6tftal.Component Anodizing Power Generation Manibfbdtdring Coating (Le. phosphating) Print Shop -~Fertililzer Ma_nufacturirfg Chemical Etching / Milling Research and Development Film/X'wray Processing Printed Circuit Board Rubber Manufacturing Food Pro _'c es' s- I n 'g' Manufacturing Semiconductor Manufacturing Glass M6nu'facturing Metal Powders Forming Soap / Detergent Manufacturing I,hdu,str.lal Laundry . Waste Treatment/ Storage §IC~q6cle(6) ff.kh6wn): Brief do bription -of business activities (Production / Manufacturing Operations): f Description of :operations generat , ing wastewater (di . scharged to sewer, 'hauled or evaporated): Estirh~itod, vo.ume,of industrial wastewaterto be discharged (gal/day): ,L'isthazardous wastes generated (type/ volume): 'Date ion begqn/6r will be in at this location: oppra6 9 .1 H a-vie' ~66 'dpolied.for a Wastewater Discharge Permit from the Encina Wastewater Authority? I f Yes, o If yes, when: Sit6 C6ntact Title Phone No. .'ENO I N&WASTEWATER AUTHORITY, 6200 Avehida Encinas Carlsbad, CA 92011 (760) 438-3941 'FAX: (760) 47679852 k of -city C~Isbad ra W -P, Print Date: 08/01/2018 Permit No: PREV2018-0151 Job Adclres~: 2077 Las Palmas Dr Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Fin6led :Pa.rcel No'-,.' 2130611800 Lot #: Applied: 06/12/2018 Valuation $ 0.0.0 Reference #: Issued: 06/ . 12/2018 Occupancy,Group: Construction Type Permit 08/01/2018 Finaled: # Dwelling Unit': s Bathrooms: Inspector: BE.~droor~s.: Orig. Plan Check #: CBC2018-0106 Final Plan Check #: Inspection: .Project Title: Description: SYMBIENT: CHANGED PARKING TABLE Applicant:, Owner: Contractor: AVENT DESIGN TRUST GREENE STREUER FAMILY TRI VISTA INC 890 De~l Mar Downs Rd Greene David Trust 28720 Sandhurst Way SOLANA BEACHC, CA 92075 116 Market PI ESCONDIDO, CA 92026-6805 Escondido, CA 92029-1352 619-889-9481 760-294-0277 - AMOUNT FEE ~BUILDING PLAN CHECK ADMIN FEE $35.00 Tota I Fees ,$,35.00 Total Payments To Date $ 35.00 Balance Due: $0.00 Building Division 1635 Faraday'Avenue,'Carlsbad CA 92008-7314 760-602-2700 760-602-8560 f www.carlsbadca.gov Describe revisions in detail List page(s) where each revision is shown 1. K;Ei 76c* V 17 M 5 PLAN CHECK REVISION OR Development Services DEFERRED SUBMITTAL Building Division 1635 Faraday, venue z; APPLICATION A 760-602-2719 sbad B-1 5 www.carlsbadca.gov —0/06 Or4-nal Plan Check Number C6 QJ Projrec-t- Address rcul vvta-~ General cope of Revision/Deferred Subrr~ittal: ntm - - 1A 0 S 3-f CONTACT INFORMATION. Name- Phone Fax 0- -72 citv ea-,e4,1 m(to zip Address 2)?) o 5(a/id ihu4,-iLw L44 Email Addresyaw ddloer-"Co/v Original plani preparecl~by an architect or engineer, revisions must be signed & stamped by that person.,' Elements revise Plans E] Calculations EJ Soils. [-] Energy Other Plan Revision Number on5e-u e,~bt r7 V. V U 49 Does' this revision, in any way, alter the exterior of the project? E] Yes No 5. 'Does this revision add ANY hew floor area(s)? E] Yes No .6o' b'oes this'revi~ion a e t any fire related issues? F] Yes No s t? is this a~completes ? It EJ Yes No A~5sig'nature A A - A — Date 16~5 FaradayAven'ue, Carlsbad, CA 92008 Ph: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.g V .0 www.carlsbadca.ciov