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2858 LOKER AVE E; 100; CBC2016-0033; Permit
Print Date: 05/09/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2858 E Loker Ave, 100 BLDG-Commercial 2090832100 $80,000.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial Permit www.carlsbadca.gov Work Class: Tenant Improvement Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: UNITED HEALTH: ADDITION OF REDUNDANT COOLING FOR EXISTING WALK-IN COOLER BUILDING PERMIT FEE $2000+ BUILDING PLAN CHECK FEE (BLDG) Owner: QUATTRO PARTNERS LLC / / DELNORTE FARMS INC 171416Th St SANTA MONICA, CA 90404 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL 581473 BUILDING STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,002.53 Total Payments To Date: $1,002.53 Status: Applied: Issued: Finaled: Inspector: 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 fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a-NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Permit No: CBC2016-0033 Closed -Finaled 11/29/2016 03/21/2017 MColl $0.00 $538.90 $377.23 $60.00 $4.00 $22.40 THE FO~LOWING'APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILDING OFIRE 0HEALTH 0HAZMAT/APCD Ccicyof Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No.~ZOILo-0033 Est. Value O ODO - Date ll.D SWPPP JOB ADDRESS CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE acc. GROUP Unrted \-\~ DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) /t~tA. reAwJ1AdlA f d/l, 'i /for wo..l/4. ,·r coo fer EXISTING USE PROPOSED USE PATIOS (SF) DECKS (SF) FIREPLACE YESO. NOD AIR CONDITIONING YES0No0 FIRE SPRINKLERS YEsONoO APPLICANT NAME CITY / · 6tr/s,it,.a ZIP t:/-20 /0 PHONE EMAIL DESIGN PROFESSIONAL .,. CONTRACTOR BUS. NAME ADDRESS ADDRESS 766J G.,.,vo CITY STATE ZIP CITY STATE ZIP ~ C-,4 92-JJ/ PHONE FAX FAX EMAIL EMAIL Jl~e. STATELIC. # STATE UC.# f? / 1/'~ tf ;?-60 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of D1v1s1on 3 of the Business and Professions Code} or that he is exemP.t therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subJects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of peljury one of the following declaraffons: D I 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 carrier and policy number are: Insurance Co. L/4 1..1 {91'.? d\. C A 5..fOC I 'q --le S Policy No. [/·fc.;;l£co 1s)..1/61/1.T"/2: 7/1/Expiration Date // -/ -/ 7 This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. R$cONTRACTORSIGNATURE ~ 0AGENT DATE //-/'(-/( 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 improvement. 0Yes 0No 2. I (have / 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/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): RS PROPERTY OWNER SIGNATURE 0AGENT DATE G:@G:j(i)Q.@v@ t?roo9 0@<!u001sJ @0ffl ro0R\0 @@~00@QJ'U'O&C1 00000,©0lsJ© (i)@@G:JOu'~ @QJQ.,t? Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permitfrom 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. 13®W9vID©<3'iJ00W G,@QJ@OQJ© &©l]G'J<3'7 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 &CPCP!10<3&G9t? <3@ffi'iJO@O@& t?O@ro I certify thatl have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to complywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enterupon 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 required for excavations over 5'0' deep and demolition or construction of structures over 3 stones 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 or mrk authortzed by such permit is not commenced within 180 days from the date of such permit or if the b~zed by such permit is suspended or abandoned at any time after the mrk is commenced for a pertod of 180 days (Section 106.4.4 Uniform Building Code). Ji5 APPLICANT'S SIGNATURE --~ :lee.. DATE J )'-~ct-I 6 '/ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY I Commercial Projects on I y I Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE , ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION .fi!5 APPLICANT'S SIGNATURE DATE . ~,,, -~ Permit Type: BLDG-Commercial Application Date: 11/29/2016 Owner: Work Class: Tenant Improvement Issue Date: 03/21/2017 Subdivision: Status: Closed -Finaled Expiration Date: 11/06/2017 Address: IVR Number: 489 Scheduled Actual Inspection Type Inspection No. Date Start Date Inspection Status Primary Inspector 04/26/2017 04/26/2017 05/09/2017 05/09/2017 May 09, 2017 BLDG-Final 021254-2017 Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-14 022752-2017 Frame/Steel/Bolting/ Welding (Decks) BLDG-Fina! Inspection Checklist Item BLDG-Building Deficiency 022946-2017 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Structural Final BLDG-Electrical Final BLDG-Electrical Final Failed Michael Collins COMMENTS See card for framing. Passed Michael Collins COMMENTS Passed Michael Collins COMMENTS See card for framing. QUATTRO PARTNERS LLC // DELNORTE FARMS INC 2858 E Loker Ave, 100 Carlsbad, CA 92010-6673 Reinspection Reinspection Passed No No No No No Passed Yes Passed No Yes No Yes Yes No Yes No No Yes Complete Complete Complete Complete Page 1 of 1 CARLSBAD Building Division INSPECTION RECORD l~ fNSPECTION RECORD CARD WITH APPROVED PLANS MUST BE l{EPT ON THE JOB CBC2016-0033 2858 LOKER AVE # 100 UNITED HEAL TH: ADDITION OF REDUNDANT COOLING FOR EXISTING WALK-IN COOLER l:;.'l CALL BEFORE 3:00 pm FOR NEXT WORI{ DAY INSPECTION 2090832100 3/21/2017 b-°1 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON "Request Inspection" DA TE: j _. 2 l · \ 'j CBC2016-0033 Required Prior to Requesting Building Final If Checked YES Planning/Landscape 760-944-8463 CM&l (Engineering Inspections) 760-438-3891 Fire Prevention 760-602-4660 Type of Inspection Date Inspector tt11 FOUNDATION #12 REINFORCED STEEL #66 MASONRY PRE GROUT D GROUT D WALL DRAINS #10 TILT PANELS --------------+-------; #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME O FLOOR O CEILING #15 ROOF SHEATHING #13 EXT. SHEAR PANELS ---------l------1---------1 #16 INSULATION lt18 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #51 POOL EXCA/STEEL/BOND/FENCE 1/:55 PREPLASTER/FINAL #19 FINAL iF22 D SEWER & BL/CO 0 PL/CO #21 UNDERGROUND DWASTE D WTR lt24 TOP OUT OWASTE OWTR -- #27 TUB & SHOWER PAN #23 0 GAS TEST 0 GAS PIPING IF25 WATER HEATER #28 SOLAR WATER #29 FINAL ~·'\;i.srt,aumATER --. ·;. ·, ·. ;} Ill!,..,~ -""~~ .l!lf• ' . - #600 PRE-CONSTRUCTION MEETING #603 FOLLOW UP INSPECTION tF605 NOTICE TO CLEAN #607 WRITTEN WARNING 11609 NOTICE OF VIOLATION #610 VERBAL WARNING , , V 1012012 Date Allow 48 hours Call before 2 pm Allow 48 hours Type of Inspection CODE:# ELECTRICAL ' #31 D ELECTRIC UNDERGROUND D UFER #34 ROUGH ELECTRIC #33 0 ELECTRIC SERVICE O TEMPORARY #35 PHOTO VOLTAIC #39 FINAL CODE:# MECHANICAL #41 UNDERGROUND DUCTS & PIPING #44 0 DUCT & PLENUM O REF. PIPING #43 HEAT-AIR COND. SYSTEMS #49 FINAL CODE:# COMBO INSPECTION #81 UNDERGROUND (11,12,21,31) #82 DRYWALL,EXTLATH, GAS TES (17,18,23) #83 ROOF SH EATING, EXT SHEAR (13,15) #84 FRAME.ROUGH COMBO (14,24,34,44) #85 T-Bar (14,24,34,44) FINAL OCCUPANCY (19,29,39,49) A/S UNDERCHWUND VISUAL A/S UNDERGROUND HYDRO A/S UNDERGROUND FLUSH rvs OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/S FINAL F/AROUGH-IN F/AFINAL FIXED EXTINGUISHING SYSTEM ROUGH-IN FIXED EXTING SYSTEM HYDROSTATIC TEST FIXED EXTINGUISHING SYSTEM FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL Date Inspector SEE BACK FOR SPECIAL NOTES EsGil Corporation In (J?artnersfiip witfi qovernment for <Bui(aing Safety DATE: 01/24/2017 JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0033. Rev PROJECT ADDRESS: 2858 Loker Ave. E SET: I!. D APPLICANT CJ-..&l.JRIS. CJ PLAN REVIEWER CJ FILE PROJECT NAME: UNITEDHEALTH GROUP REDUNDANT REFRIGERATION SYSTEM [ZI 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 building 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 r~check. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation 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 Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted.--<.:::.:: Telephone#: Date contacted: ~) Email: Mail Telephone Fax In Person D REMARKS: By: SERGIO AZUELA EsGil C:orporation D GA D EJ D MB D PC Enclosures: 01/17/2017 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,, ' EsGil Corporation In Cl'artnersliip witli <]011ernment for c.Bui{aing Safety DATE: 12/13/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0033 PROJECT ADDRESS: 2858 Loker Ave. E SET:I D APPLICANT \E:r""J(JR IS. D PLAN REVIEWER D FILE PROJECT NAME: UNITEDHEALTH GROUP REDUNDANT REFRIGERATION SYSTEM D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The 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 Corporation 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 Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:-:-=---,..(1 Telephone#: Date contacted: ----roY(;t6} Email: Mail Telephone Fax In Person ~ REMARKS: Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California State Law By: Sergio Azuela EsGil Corporation D GA D EJ D MB D PC Enclosures: 12/01/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 • 1' I ' · City of Carlsbad C2016-0033 V 12/13/2016 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 2858 Loker Ave. E BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Mech. Unit. 1 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance .,,... Pian Check Fee by Ordinance .,,... Type of Review: B Complete Review D Repetitive Fee .,,... Repeats Comments: D Other D Hourly EsGil Fee PLAN CHECK NO.: C2016-0033 DATE: 12/13/2016 Reg. VALUE ($) Mod. 80,000 80,000 D Structural Only ____ ,Hr@• $299.041 Sheet 1 of 1 macvalue.doc + INDUSTRIAL WASTEWATER DISCHARGE PERMIT ~ I I, SCREENING SURVEY Date ,,1 _ \ ?' I I ?- Business Name lL/V ,Tf:o J..}e,q.t,'Tft Gi?avF Street Address ~Ci;~~ W !Le-/2-./lVf:;: E? Email Address :n .... ee: @ Pl?-MEC... \j • e-oM PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your faclllty: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/ Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Bfofuel Manufacturing Membrane Manufacturing Personal Care Products Blotech laboratory (I.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing / CarWash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (Including precursors) Dry Cleaning Ef ectroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphatlng) PrintShop Fertlllzer Manufacturing Chemlcal Etching I Milling Research and Development Film/ X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap/ Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (if known): ___________________ _ Brief description of business activities (Production/ Manufacturfn (Z. v c;,,. v 1.-1 "-t.. e;..IT ce. "Te i2 . Description of o erations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of Industrial wastewater to be discharged (gal I day): __._;<l ___ /;_~----- Ust hazardous wastes generated (type/volume): .... A/......._~/A ___________ _ Date operation began/or will begin at this location: _____________ _ Have you a~or a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes ~ lfyes,when: _________________ _ s.1e eontact ::? ~~!" TIii• H>.ro:ii:cr /!1JMJA-t,-e-G?... Signature ~ ~ PhoneNo. ~~ IP3~ ~3J':}: ENCINA WASTEWATER AUTHORITY, 6200 Avenlda Encinas Carlsbad, CA 92011 (760) 438-3941 ·----FAX: (760) 476-9852 Orie2 Engineering Structural & Bridge Engineers 9750 Miramar Road, Suite 310 San Diego, CA 92126 Phone: (858) 335-7643 Structural Calculations PROJECT: Optum RX Condenser Unit 2 (Project#401.053-16 ) CLIENT: Pacific Rim Mechanical 11--------------11~ DESIGNED BY: TL DATE: /24/16 Orie2 -Structural Engineers 2858 LOKER AVE 100 UNITED HEAL TH: ADDITION OF REDUNDANT COOLING FOR WALK-IN COOLER 2090832100 11/29/2016 CBC2016-0033 ---~ ---------------------------------- :s ~-._._ t)· Orie2 Eng:ineering Structural & Bridge Engineers 9750 Miramar.Road, Suite 310 Sari Diego, CA 92126 Structural .Calculations -Table of Contents Optum RX Condenser Unit 2 Orie2 Job No. 401.053-1-6 1. Site Map and Se.ismic Parameters ...................................................................... 1 2. Gravity Design loads ... , .... .-.................................................................................. 2 3. Roof Framing Analysis ................................................................................. 3 -1 o 4., Gonc!enser Anchorage Design ........... , ....................................................... 11 -15 5. References to Condenser Cutsheets ......................................................... 16 -18 . 6/22/2016 Design Maps Summary Report ~1;usGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.13213°N, 117.24667°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output S5 = 1.032 g S1 = 0.401 g SMS = 1.122 g SM1 = 0.641 g S05 = 0.748 g S01 = 0.427 g Fa= 1.087 Fv = 1.599 .. -':! For information on how the SS and 51 values above have been calcul_ated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. -0\ ... ra IJl MCER Response Spectrum 1.20 l.08 o.~6 0.84 0.72 0.GO 0.49 0.36 0.24 0.12 o.ao +---,f--+----1--1---+--+--+--+--t-----1 0.00 0.20 0.40 O.GO 0.90 1.00 1.20 1.40 l.GO l.90 2.00 Period, T (sec) ... ~ ra IJl 0.98 Design Response Spectrum 0.80 o:n 0.64 0.56 iua 0.40 0.32 0.24 0.16 a.as a.oo +---,f---+----1--f--+--+--+--+--t-----1 a.co 0.20 o..io o.Go a.so 1.00 1.20 1.40 1.,;o 1.90 2.00 Period, T (sec) For PGAM, Tu CRs, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Page 1 http://ehp1-earthquake.cr.usgs.gov/designmaps/us/sum m ary.php?tem plate=minimal&latitude=33.132132&Iongitude=-117.246673&siteclass=3&riskcategory=0&... 1/1 ~ Orie~ Engine~r{ng ~~ Structurc1J & Bridge· Engineers Project No.: 401.053-16 Page 2 ·-, DAJE : 06/23/16 9750 Miramar Road, Suite 310 Phone.#: (858) 335q643 San Diego, CA 92126 · PROJECT: Optum RX Condenser Unit 2 BY: MTL Code: 2013 California Building Code (CBC) Roof Dead Loads: Roof Dead-Loads: Built-Up Roofing 1/2" Plywood Miscellaneous Sub-Total 2x4 Roof Joists @ 24" O:C. Total RoofDead Load = 12.0 psf Gravity Design Loads: I 5.0 P$f j .5 psf 1.5 psf 8.0 psf 4.0 psf 12.0 psf Roof Live Loads:· 2013 CBC, Section 1607.11.2.1 Unreduced Live Loacl, Lo: 20,0 psf Tributary Width: 8.0 ft Beam ~pan Length: 25.0 ft Roof Rise, F:. 4.0 in/ per foot Tributary Area, At = 25.b ft * 8.0 ft At = 200.0 ft"2 Since At= 200.0 ft"2 <= 200:0 ft"2, R1 = 1 ;00 R1 = 1:00 . Since F =-4.0-in./ per foot<= 4.0, R2 = 1.00 R2·= 1.00 Reduced Roof Live .!,.oad, .Lr.= Lo * R1 * R2 = 20.0 :psf * 1.00 * 1.0Q Lr.= 20.0 psf . Roof Live Load = 20.0 psf (2013 CBC, 'Equation 16-26) .,.. p 3 aqe kx M1 I ~1 I fJ2 Orie2 Engineering SK-1 MTL Optum RX Condener Unit 2 -Beam June 23, 2016 at 9:26 AM 401.053-16 Member and Joint Labels Beam.r3d aqe ftx I Sectlorl Sets I[ W18x86 W18x86 I '-1 -nm .. I I Orie2 Engineering SK-2 ·MTI,.. Optum RX Condener l:.Jnit 2 -Beam . June "23, 2016 at 9:26 AM . 401.053-16 Section Set$ Beam.r3d ' £Lx -.096 Loads: BLC 1, D Orie2 Engineering MTL 401.053-16 Roof Dead Load: 12.0 psf Tributary Width: 8.0 ft D = 12.0 psf * 8.0 ft= 96.0 plf Condenser Weight = 635.0 lbf Optum RX Condener Unit 2 -Beam Dead Load Pacte 5 SK-3 June 23, 2016 at 9:26 AM Beam.r3d .I, -.16 ·Loads: BLC 2, L Roof Live Load: 20.0 psf Tributary Width: 8.0 ft L = 20.0 psf * 8.0 ft= 160.0 plf Orie2 Engineering · MTL 401.053-16 Optum RX Gondener Unit 2 -Beam Live Load Paae 6 SK-4 Jum:r 23, 2016 at 9:26 AM Beam.r3d ; p 7 aQe Code Check fix (LC1) r~, > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 .09 I I mi'; I I I ASD Code Check = 0.09 <= 1.00, Okay in Bending Member Code Checks Displayed Results for LC 1, D+L Orie2 Engineering SK-5 MTL Optum RX Condener Unit 2 -Beam June 23, 2016 at 9:27 AM 401.053-16 ASD Code Check Beam.r3d Orie2 Engineering MIL 401.053-16 Company Designer Job Number Model Name Optum RX Gondener UniL2 -Beam (Global) Model Settings. Disolav Sections for Member Cales 5 'Mai lnternar:Sections:for· Mefnbei"Dalcs . 97 ... Include ShearDeforfnatiori? .. Yes .Increase Nailiria.Caoacitv for Wind? · Yes ... Include Waroinq? Yes TransLoad'Btwn lntersectiha Wood.Wall?.: Yes Area Load Mesh. (in"2) 144 Meroe Tolerance (.in)' ,1,2 .. .. ,, ~ --. P-Delta Analvsis Tolerance 0.50% Include .P~Delta for Walls? ·, .. Yes·· .. ... '•. Automaticallv Iterate Stiffness. for Walls? . Yes 'Max Iterations for Wall' Stiffness ... .3 Gravity Acceleration (ft/sec"2) 32.2 Wall .Mesh Size· (in·) · · 24·: EiQensolution ConverQence Toi. (1.E-) 4 Vertical Axis .. .. ·Y '. Global Member Orientation Plane xz 'Static Solver . soa'.rse Accelerate.a · Dvnamic Solver. Accelerated. Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adiust Stiffness? .. , · , Yes(lterative) ~ RISACormection Code AISC 1:4th(360-10): ASD 'Cbld.FormedSteerCode. ·AtSI St00.,.12: ASD. Wood Code AWC Nos.:.12: ASD. Wood,Temoeratllre· .. '. ·<; 100F Concrete Code ACI 318-11 Masorirv Code.·. · ··AGl.-.5.30~13: ASD .. Aluminum Gode AA ADM1.:.10: ASD--BuildinQ Number of Shear Reaior;is 4 Rea ion ·sbacina :inc'rement<in)' .. 4. . . .. .. Biaxial Column Method Exact lnteQration Parme 'Beta:.Factot (PCAY ,,65: ... .. . Concrete Stress Block · Rectanqular .Use :cratlfod' Sections? . · Ye's, · . . Use Cracked Sections Slao?. · · . .Yes Bad Fratnina.Warriir:ios? Ne .. '. ... Unused Force Warninas? Yes Min 1 Bar: Diam\ Spacind?. •No. ... ; ,, ' .. Concrete Rebar Set REBAR .SET ASTMA615 Min'%.Steel for CohJnin. ·. ... " .. , . 1-' .. ~ .. - Max % Steel for Column 8 .. .. . .. . RISA-3D Version 14.0.1 (Z:\ .. ,\: .. \053:15 -Optl!m RX Cor1denser Unlt 2\calc\Beam.r3d] . ' Page 8 - June 23, 2016 9:27 AM Checked By: __ Page 1 : Orie2 Engineering : MTL : 401.053-16 Company Designer Job Number Model Name : Optum RX Condener Unit 2 -Beam (Global) Model Settings. Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weiqht? Yes CtX .02 CtZ .02 TX (sec) Not Entered T Z (sec) Not Entered RX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL (sec) 5 Risk Cat I or II OmZ 1 OmX 1 RhoZ 1 RhoX 1 Hot Rolled Steel Properties Label E fksil G fksil Nu Therm /\ 1 E..Densitvrk/ft... Yieldfksil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 6 A53 Gr.B 29000 11154 .3 .65 .49 35 7 A1085 29000 11154 .3 .65 .49 50 Hot Rolled Steel Section Sets Label 1 W18x86 Member Primary Data Label I Joint J Joint K Joint Rotate de... Section/Sha e M1 N1 N2 W18x86 Joint Coordinates and Temperatures Label X ft y ft z ft 1 N1 0 0 0 2 N2 25 0 0 Joint Bounda!l!, Conditions Joint Label X k/in Y k/in Z k/in X Rot. k-ft/rad 1 N1 Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction Rv 1.5 1.1 1.1 1.4 1.4 1.6 1.4 Tern F 0 0 Y Rot. k-ft/rad RISA-3D Version 14.0.1 [Z:\ ... \ ... \053-16-Optum RX Condenser Unit 2\calc\Beam.r3d] Page 9 June 23, 2016 9:27 AM Checked By: __ Fufksil Rt 58 1.2 65 1.1 65 1.1 58 1.3 58 1.3 60 1.2 65 1.3 lzz in4 J in4 1530 4.1 Detach From Dia ... Z Rot. k-ft/rad Page2 Company Designer Job Number Model Name : Orie2 Engineering : MTL Page 10 ~ Jurie 23, 2016 9:27 AM : 401.053-16 Checked By: __ : Optum RX Con.dener Unit 2 ~ Beam Basic Load Cases BLC Descri tion Point . Distributed Area Me ... Surface ... D 2 1 ·.L·.·· .. :1'. Load Combinations I . 1 I Description S ... P ... SRSSB ... Fa ... BLC Fa ... B ... Fa ... B ... Fa ... B ... Fa ... B ... Fa ... B ... Fa ... B· ... Fa ... B ... Fa ... B ... Fa ... . D+L f?esl y I 11 I 1 I 2 I, 1 I I I I I I I I I I , I I I I I I I Joint Reactions LC Joint Label Xfkl Yfkl Zfkl MX fk-ftl MY fk-ftl MZ fk-ftl 1 1 N1 0. 4.784 0 0 0 0 2 1 N2' -· 0 ... 5.038 0 0 .0 .,. 0 .,,_, .. 3 1 Totals:· 0 9.822 0 4 1 COG (ft): .X: .12.'823 . Y:b .. Z:O .. ' . . . . . Member Section Deflections LC Member Label Sec X finl V fin] z rinl x Rotatefradl .. fn\ Uv Ratio tn\ Liz Ratio . 1. 1 M1 1 0 0 0 0 NC NC '· 2· ·2.·. 0 ~.O?f . : .0 () ,. 4229;06'8 NC 3 3 0 -.1 0 0 3002.436 NC 4 .. 4.:. 0 ,.:01t .· 0 :o . .. 4201.059 NC 5 5 0 0. 0 0 NC NC . Member A/SC 14th(360-10):.ASD Steel Code Checks ASD Code Check= 0.086 <= 1.00, Okay in Bending RISA-3D Version 14.0.1 [Z:L\ ... \053-1(? -Optun'l ·Rx Condenser Unit 2\calc\Beam.r3d] · .Page 3 ~ Orie~ Engineering Structural & Bridge Engineers Project No.: 401.053-16 9750 Miramar Road, Suite 310 San Diego, CA 92126 Phone#: (858) 335-7643 PROJECT: Optum RX Condenser Unit 2 I' ' ' I m s;,;;" C(E,, P-i-1(M~MlfAt."'Ti IREf, S7UL ,:;:iu¾C':, o 8" -•Y C< ,~ Equipment Anchorage: Condenser >-,1iTE lt:•:IITE <~'tl~.,[~ •IMT o;.•.,1 R(A.f 1r F.. Ct<,.1E(!(t, ~ 1~l~' w,,, \ t <JW•}~:('.T AVF-Ufi':-'TX::-. F~;T".lR' up•}~ t".IU..,)ti['<,iT ?.E'.,..)V..J: Fi\.."'T,..t '<:,-•-,11,-., '.,ft.UIC f,.-.<;;t, fp • ,J ll X W (~·l,(r.,,:.-nt l.(..-0,) (~'\Ill~~ 11t l .. LA.C ~l1:,., t•: CA Li:. ;.r -'11:'>'" (ll\ 1/'l• ,M 1Hfm 1NT"-l1/ t.f' VK Tit~{),j(H f.,:.. ,_. i~!1~ ;_;1:{~,:-H-...1Ef:"·~·NX -~7.,-s, !,"f t•f Tr~ -EE'W.,.l'E""\¥,.._•.:in-.,·. ':ET~l5 "'C /]! ' ! I ; I , I Page 11 DA TE : 06/23/16 BY: MTL Orie·~ Engineering Structural & Bridge Engineers Project No.: ....:.4..c..01....:.·..c..05.:...3'---'-16'------- Page 12 "" DATE: 06123/16 9750 Miramar Road, Suite 310 San Diego, CA 92126 Pt,one #: (858) 335-7643 PROJECT: Optum RX Condenser Unit 2 BY: MTL SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS ASCE 7-1013.3.1 Code: 201~ CBC, ASCE. 7-10 CHAPTER 11, 12, 13 SEISMIC DESIGN CRFrERIA Seismic Parameters: Soil Site Class: D Mapped Short-Period Spectral Acceleration, Sis: 1.032 g Mapped One-Second Sp,ectral Acceleration, S1: 0.401 g Short-Period Site Coefficient, Fa: 1.087 Lo11gaPerlod $ite Coeffiqient, .Fv: 1.599 Short-Period. Spectral Response Acceleration, Sms: 1.122 g (Fa * Ss) One-Second Spectral Response Acceleration, Sm1: 0.641 g (Fv * S1) Design Short-Period Spectral Response Acceleration, Sds: 0.748 g (2/3 * Sms) Design,One-Second Spectral Response Acceleration, Sd1: 0.427 g (2/3 * Sm1) Occupancy I Risk Category Category: II Importance Factor, Ip: 1.00 Component: AC Unit Component Amplification Factor, c!P: 2.5 Component Response Modification Factor, Rp: 6.0 Height of Attachment of Component w/'Respect to Base, z: 1.0 Average Roof'Height of Structurewl Respect to 'B~se, h: 1.0 ·~eismic Seismic. Force: Seismic Force, Fp =·[(0.4 * ap • Sds) I (Rp /Ip)]* [1 + 2 * (z / h)l* Wp Fp = [(0.4 * 2.5 • 0.748 g)./(6:0 / 1.00)1 • [1 + 2 • (,1.0 I 1;0)] • Wp Fp = 0.374 • Wp Maximum Seismic Force, Fpmax = 1.6 * Sds * Ip• Wp · Fpmax = 1.6 • 0.748 g • 1.00 • Wp· 'Fpmax = U97 *Wp Minimum Seismic Force, Fpmin = 0.3 * Sds * Ip • Wp Fpmin = 0.3 • 0.748 g • 1.00 • Wp Fpmin = '0.224 • Wp Governing Seismic·Force, Fp = 0.374 • Wp Seismic Force, Fp·= 0.374 * WP ASCE 7-1Q, Table 20.3°1, Default= D ASCE 7-10, Fig. 21-1 through Fig. 21-6 ASCE 7-10, Fig. 21-1 through Fig. 21-6 ASCE7 .. 1Q, Table 11.4-1 ASCE 7-10; Table 11.4-2 ASCE 7-10, Eq. 11.4-1 ASCE 7-10, E;q. 11.4-2 ASCE 7-10, E;q. 11.4-3 ASCE 7-10, Eq. 11.4-4 ASCE7-10, Table 1.5-1 ASCE 7-10, Section 13.3.1 ASCE 7-10, Table 13.5-1 or Table 13.6-1 ASCE 7-10, Table 13.5-'1 or Table 13.6-1 (Conservative· to Assume (z I h) = 1.0) ASCE 7-10, Eq. 13.3a1 ASCE 7-10, Eq. 13 .. 3-2 ASCE 7-10, Eq. 13.3-3 ~ Orie~ Engineering Structural & Bridge Engineers 9750 Miramar Road, Suite 310 San Diego, CA 92126 Phone#: (858) 335-7643 Project No.: 401.053-16 PROJECT: Optum RX Condenser Unit 2 Equipment Anchorage: -Table 13.6-1 Seismic Coefficients for Mechanical and Electrical Components Mechanical and Electrical Components Air-side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution bo"es, and other mechanical com nents constructed of sheet metal framin Wet-side HVAC. boilers, furnaces, atmospheric tanks and bins, chillers, water heaters, heat exchangers. evaporators, air separators, manufacturing or process equipment, and ocher mechanical components constructed of high-deformability materials Engines, turbines, pumps, compressors, and pressure vessels not supported on skirts and not within the scope of Chapter 15 Skirt-supported pressure vessels not within the scope of Chapter 15 Elevator and escalator components Generators, batteries, inverters, motors, transformers, and other electrical components constructed of high deformability materials Motor control centers. panel boards. switch gear. instrumentation cabinets. and other components constructed of sheet metal framing Communication equipment. computers, instrumentation. and controls Roof-mounted stacks, cooling and electrical towers laterally braced below their center of mass Roof-mounted stacks, cooling and electrical towers later-Jlly braced above their center of mass Lighting fixtures Olher mechanical or electrical components Vibration [solatcd Components and Systems6 Components and systems isolated using neoprene elements and neoprene isolated floors with built-in o,· separate elastomcric snubbing devices or resilient perimeter stops Spring isolated components and systems and vibration isolated floors closely restrained using built-in or separnte elastomeric snubbing device.,; or resilient perimeter stops Internally isolated components and systems Suspended vibrntion isolated equipment including in-line ducr devices and suspended internally isolated components Distribution Systems Piping in accordance with ASME B31, including in-line components with joints made by welding or brazing Piping in accordance wilh ASME B31, including in-line components, constructed of high or limited defonnability materials. wilh joints made by threading, bonding, compression couplings, or grooved couplings Piping and tubing not in accordance with ASME B31, including in-line components. constructed of high-dcformability materials, with joints made by welding or brazing Piping and tubing not in accordance with ASME B31, including in-line components, constructed of high-or limited-deformability materials, with joints made by threading, bonding, compression couplings, or grooved couplings Piping and tubing constructed of low-deformability materials, such as cast iron. glass, and nonductile plastics Ductwork, including in-line components, constructed of high-deformability materials, with joints made by welding or brazing Ductwork. including in-line components, constructed of high-or limited-deformability materials wilh joints made by means other than welding or br-JZing Ductwork. including in-line components, constructed of low-deformability materials, such as cast iron, glass, and nonductile plastics Electrical conduit and cable trays Bus ducts Plumbing Manufacturing or process conveyors (nonpersonnel) a" ,. 2.5 LO LO 2.5 1.0 L.0 2..5 1.0 2.5 1.0 1.0 LO 2.5 2.5 2.5 2.5 2.5 2..5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 1.0 LO 2.5 Page 13 DATE: 06/23/16 BY: MTL Rb I' 6.0 2.5 2.5 2.5 2.5 2.5 6.0 2.5 3.0 2.5 1.5 L.5 2.5 2.0 2.0 2.5 12.0 6.0 9.0 4.5 3.0 9.0 6.0 3.0 6.0 2.5 2.5 3.0 ~A lower value for a,. is permitted where jusdfied by detailed dynamic analyses. The value for o,. shnll no< be less thnn J .O. The value or ap equal to 1.0 Is for rigid components and rigidly attached components. The vnlue of op cqunl 10 2.5 is for llexible components and flexibly attached components~ 'Components mounted on vibr-Jtion isolators shnll have a bumper restraint or snubber in ench horizontnl direction. 11,e design force shall be taken ns 2Fp if the nominal clcarnnce (nir gup) between the equipment support frame nnd restraint is grca,cr than 0.25 in. (6 mm). If the nominal cle:,rnnee specified on the construction documents is not greater than 0.25 in. (6 mm). the design force is pennitted to be taken as F,.. ~. ~~ tJrie • Engl.ne;ering Structural lJ. Bridge Engineers Project No.: 401.053-16 DA TE : 06/23/16 9750 Miramar Road, Suite 31 0 S_;;;m Diego, CA9?126 Phone#: (858) 335-7643 PRO~ECT: Opium RX Condenser Unit 2 BY: MTL Equipment Anchorage: Condenser Design Criteria: Equipment Weight, Wp: Equipment Width,-b1: Equip'menn:.ength, .b2: 635.0 · Ibs 34.5 ·in 61.0 in 28.0 In -Design Short-Period Spectral Response Acceleration, Sds: 0.748 g Redundancy Factor, p: 1.0 Height to Equipment C.G., h: Horizontal.Seismic _Load Effect, Eh= p·* Qe = 1.0 • Fp Eh= 1'.0 * 0.374 * 635.0-lbs Eh = 237.4 I1:>s Vertical Seismic.Load Effect,. Ev= ll.2 • Sds • D = 0.2 • 0.748·g • Wp Ev= 0.2 • 0.748 g *'635.0 lbs · -Ev= 95.0 lbs. Lag Screw Information: Fastener :rype: Lag Screw Screw Diamete~, d: 3/8 in Screw Length, L: 3.00 In Screw Thread Length, Lt: 1.781 in WithdrawaiDe1?ign Value, W: 305 lbs / in Shear Design Value, Z: 140 lbs Total Number of Screw(s): 8 Screw(s) . Load Duratigri Factor, Cd: 1.60 (NDS 2012, Table 2.3:2). wen;ervIce I-actor, cm: 1.Q0 (NDS 201?; T,:\ble 10:3.3) Ten')Perature·Factor, Ct: 1.00 .(NDS 2012, Tai:>le 10.3.4) Group Action t-a<;:tor, cg: 1.00 (NDS 2012, Sectioit 10.3.6) WithdrawarLoad, W' = W *'Cd • Cm • Ct• Ceg • Ctn W' = 305 lbs/ in *·1.60 • 1.00·• 1.00·* 1.00 * 1.00 W' = 488.0 lbs 1 in · Geometry Factor, CL\.: ·Metal Slde,Plate Factor, Ceg: Diaphragm Factor, Cdl: Toe-Nail Factor, Ctn: Fastener Tei:ision-Capacity, Tallow·= W' * Lt·= 488.0 lbs·/ in• 1.781 in Tallow = 869.3 lbsJ Screw Shear Load, Z' = Z * Cd * Gm * Ct.* Cg *·CL\.* Ceg * Cdl * Ctn Z' = 140 lbs* 1.60 * 1.00 * 1.00 * 1.00 * 1.00·* -1.00 * 1.00. * 1.00 Z' = 224.Q . lbs Fastener·Shear·Capacity, Vallow= Z'·= 224:0 lbs Vallqw = 224;0 lbs 1 Screw Overturning and Uplift Forces: Load'Conibination: (CBC 2013, Eq. 16-16) 0.6 D + o:7 (Eh -Ev) Factored Dead.Load, Pd= 0.6 • 635.0-lbs Pd = 381.0 lbs ·Factored Horizontal Seismic Load, Peh = 0.7 • 237.4 lbs Peh = 166.2 lbs Factored Vertical Seismic Load, Pev =·0. 7 • 95.0 lbs Pev = 66.5 lbs · Overturning:Moment,.Mo = Peh,* h = 166.2 lbs• 28.0 in'* (1.0 kip/ 1000.0.lbs) Mo = .4.65 kip-in (ASCE 7-10, Eq. 12.4-3) (ASCE 7-10, Eq. 12.4-4) 1.00 1.00 1.00 1.00 (NDS 2012; Table 11.2A). (NDS 2012, Table L2) (NDS 2012, Table 11 K) (NDS 2012, Sec,tion 11.5.1) (NDS 2012, Section 11.5.2) (NDS 2012, Section 11.5.3) (NDS 2012, Section 11.5.4) (ASCE 7-10, Eq. 12.4-2) Reslsting·Mpment, Mr= (Pd·-Pev) • {b1 / 2)= (381 :0 lbs -66.5 lbs)• (34.5 In/ 2). * (,1.0 kip/ 1000.0 lbs) Mr = 5.43 kip-in Uplift Force, T =.(Mo-Mr>,(b1 = [(4.65 klp-ir]-5.43 klp-irJ)·/ 34.5 In]• (1000.0 lbs/ 1.0 kip) T = -22./1 lbs-(No Uplift)- fGovernlng·Uphft Force, T = 0.0 lbs J tGovernlng~hear Force, V = __ 166.2 lbs ,~ Load to Single Bolt: Tension Force, T = 0.0 lbs /A Screw(s) In Tension T = 0.0 lbs tScrew Shear·Force, V.=·Eh l 8 .~crew(s) ln·Shear = 166.2 lbs/ 8.Screw(s) in Shear V = 20.8 lbs I Sc;rew Tension and Shear Check: TI Tallow= (0.0 lbs I Screw)/ (869.3-lbs ·/ Screw) TI Taljow = 0.00 <= t.0, Okay in Tension V /Vallow= (20:8 lbs/ Screw) 1 (224.0 lbs I Sqrew) V />Vallow= 0.09. '<= 1.0; Okay in:Shear Tension· and Shear Interaction Check: (T/ Tallow)+ (V /Vallow)= 0.00 + 0.09 = 0.09 <= 1.00, Ol<ay (8) ·3/08".Dia. x 3:00"·Long Lag Screw s are Ade Liate .,. Page 14 .., Orie' Engineering Structural & Bridge Engineers Project No.: _4_0_1._05_3_-_16 _____ _ DATE: 06/23/16 9750 Miramar Road, Suite 310 San Diego, CA 92126 Design Criteria: Phone#: (858) 335-7643 PROJECT: Optum RX Condenser Unit 2 BY: MTL Eguipment Anchorage: Condenser Equipment Weight, Wp: Equipment Width, b1: 635.0 lbs 44.5 in 61.0 in 28.0 in Design Short-Period Spectral Response Acceleration, Sds: 0.748 g Redundancy Factor, p: 1.0 Equipment Length, b2: Height to Equipment C.G., h: Horizontal Seismic Load Effect, Eh = p • Qe = 1.0 • Fp Eh = 1.0 * 0.37 4 * 635.0 lbs Eh = 237.4 lbs (ASCE 7-10, Eq. 12.4-3) Vertical Seismic Load Effect, Ev= 0.2 * Sds • D = 0.2 • 0.748 g * Wp Ev= 0.2 • 0.748 g • 635.0 lbs (ASCE 7-10, Eq. 12.4-4) Ev= 95.0 lbs Thru Bolt Information: (NDS 2012, Section11.2.1) Attaching Material: Timber Bolt Type: A307 Total Number of Bolt(s): 8 Bolt(s) Bolt Diameter, d: 1/2 in Bolt Area, Ab: 0.20 in"2 Load Duration Factor, Cd: 1.60 (NDS 2012, Table 2.3.2) Wet ::;ervice I-actor, cm: 1.00 (NDS 2012, Table 10.3.3) Temperature Factor, Ct: 1.00 (NDS 2012, Table 10.3.4) Group Action I-actor, Cg: 1.00 (NDS 2012, Section 10.3.6) n (ASD): 2.0 (Steel and Timber) cp (LFRD): 0.75 (Concrete) Nominal Tension Strength, Fnt: 45.0 ksi Nominal Shear Strength, Fnv: 27.0 ksi Shear Design Value, Z: 470 lbs (NDS 2012, Table 11 F) Geometry Factor, Cd: 1.00 (NDS 2012, Section 11.5.1) Metal Side Plate Factor, Ceg: 1.00 (NDS 2012, Section 11.5.2) Diaphragm Factor, Cdi: 1.00 (NDS 2012, Section 11.5.3) Toe-Nail Factor, Ctn: 1.00 (NDS 2012, Section 11.5.4) Tension Capacity, Tallow= (Ab• Fnt) / n = (0.20 in"2 • 45.0 ksi) / 2.0 Tallow= 4.4 kip/ Bolt Shear Capacity, Vallow= (Ab* Fnv) / n = (0.20 in"2 • 27.0 ksi) / 2.0 Vallow= 2.7 kip/ Bolt Shear Load, Z' = Z * Cd * Cm * Ct* Cg * Cd* Ceg * Cdi * Ctn Z' = 470 lbs* 1.60 * 1.00 * 1.00 * 1.00 * 1.00 * 1.00 * 1.00 * 1.00 Z' = 752.0 lbs Fastener Shear Capacity, Vallow= Z' = 752.0 lbs Vallow = 752.0 lbs / Bolt Overturning and Uplift Forces: Load Combination: (CBC 2013, Eq. 16-16) 0.6 D + 0.7 (Eh -Ev) Factored Dead Load, Pd = 0.6 • 2200.0 lbs Pd = 1320.0 lbs Factored Horizontal Seismic Load, Peh = 0.7 • 237.4 lbs Peh = 166.2 lbs Factored Vertical Seismic Load, Pev = 0.7 * 95.0 lbs Pev = 66.5 lbs Overturning Moment, Mo= Peh * h = 166.2 lbs* 28.0 in• (1.0 kip/ 1000.0 lbs) Mo = 4.65 kip-in (ASCE 7-10, Eq. 12.4-2) Resisting Moment, Mr= (Pd -Pev) • (b1 / 2) = (1320.0 lbs -66.5 lbs)* (44.5 in/ 2) • (1.0 kip/ 1000.0 lbs) Mr= 27.89 kip-in Uplift Force, T = (Mo -Mr)/ b1 = [(4.65 kip-in -27.89 kip-in)/ 44.5 in]• (1000.0 lbs/ 1.0 kip) T = -522.2 lbs (No Uplift) Governing Uplift Force, T = Governing Shear Force, V = Load to Single Bolt: 0.0 lbs 166.2 lbs Tension Force, T = 0.0 lbs/ 4 Bolt(s) in Tension T = 0.0 lbs/ Bolt Shear Force, V =Eh/ 8 Bolt(s) In Shear= 166.2 lbs/ 8 Bolt(s) in Shear V = 20.8 lbs / Bolt Tension and Shear Check: TI Tallow= (0.0 lbs/ Bolt)/ (4417.9 lbs/ Bolt) TI Tallow= 0.00 <= 1.0, Okay in Tension V /Vallow= (20.8 lbs/ Bolt)/ (752.0 lbs/ Bolt) V /Vallow= 0.03 <= 1.0, Okay in Shear Tension and Shear Interaction Check: (Tl Tallow)+ (V /Vallow)= 0.00 + 0.03 = 0.03 <= 1.00, Okay (8) 1/2" Dia. A307 Thru Bolt(s) are Adequate Page 15 DIMENSIONAL DATA -DRAWING #3 (2 Fan Models SmaH Chassis) 0 L l"--~~UNTING I J_ I J 21116 a~~:~,2-J.-a _ 15112-J._a 21116 ----w1orn---- INDOOR DIMENSIONS 21,1 L .. I. ~g~r::~:--1.1-161/-1.J. 21,10 ----WIDTH---'-- OUTDOOR D'IMENSIONS NOTE: Discharge, hood and legs are optional com portents REFER TO PAGE 23 FOR DIMENSIONAL DATA FOR SPECIFIC MODELS ~ .\·· ~[]LZ& ~@[?)rnl1£~~@ CONDENSING DRAWING UNIT # WIDTH MODEL (see table below) Inches mm TEZA010H8 1 36 3/8 924 TEZA011H8 1 36 3/8 924 TEZA015H8 1 36 3/8 924 TEZA020H8 1 36 3/8 924 TEZA025H8 1 36 3/8 924 TEZA030H8 2 43 7/8 1114 TEZA035H8 2 43 7/8 1114 TEZA040H8 2 43 7/8 1114 TEZA050H8 2 43 7/8 1114 TEZA060H8 2 52 1/8 1324 TEZA065H8 2 521/8 1324 TEZA070H8 2 521/8 1324 TEZA076H8 3 65 1/8 1654 TEZA085H8 3 651/8 1654 TEZA110H8 4 75 7/8 1927 TEZA150H8 4 75 7/8 1927 TEZA020L6 1 36 3/8 924 TEZA025L6 1 36 3/8 924 TEZA030L6 1 36 3/8 924 TEZA035L6 1 36 3/8 924 TEZA045L6 2 43 7/8 1114 TEZA055L6 2 43 7/8 1114 TEZA060L6 2 43 7/8 1114 TEZA075L6 2 521/8 1324 TEZA100L6 2 52 1/8 1324 TEZA130L6 3 65 1/8 1654 TEZA150L6 3 65 1/8 1654 ~~LlIT 1i~'11IDWtl~rnoo CONDENSING DRAWING UNIT # WIDTH MODEL (see table below) Inches mm TEZT010M6 1 36 3/8 924 TEZT011M6 1 36 3/8 924 TEZT015M6 1 36 3/8 924 TEZT020M6 1 36 3/8 924 TEZT025M6 1 36 3/8 924 TEZT030M6 2 43 7/8 1114 TEZT035M6 2 43 7/8 1114 TEZT040M6 2 43 7/8 1114 TEZT050M6 2 43 7/8 1114 TEZT060M6 2 52 1/8 1324 TEZT020L6 1 36 3/8 924 TEZT025L6 1 36 3/8 924 TEZT030L6 1 36 3/8 924 TEZT035L6 1 36 3/8 924 TEZT045L6 2 43 7/8 1114 TEZT055L6 2 43 7/8 1114 TEZT060L6 2 43 7/8 1114 DIMENSIONAL DATA COPELAND MODELS OUTDOOR MODELS DEPTH HEIGHT Base With Hood Inches mm Inches mm Inches mm 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 45 3/4 1162 59 1511 45 1/2 1156 45 3/4 1162 59 1511 451/2 1156 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 343/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 35 7/8 911 43 1092 41 7/8 1064 DIMENSIONAL DATA TECUMSEH MODELS OUTDOOR MODELS DEPTH HEIGHT Base With Hood Inches mm Inches mm Inches mm 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 35 7/8 911 43 1092 41 7/8 1064 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 30 3/8 772 34 3/8 873 19 7/8 505 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 32 7/8 835 43 1092 30 3/8 772 DRAWING# PAGE# 1 18 2 19 3 20 4 21 Page 17 (0@[}[]g INDOOR MODELS WIDTH DEPTH HEIGHT Inches mm Inches mm Inches mm 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 521/8 1324 35 7/8 911 41 11/16 1059 521/8 1324 35 7/8 911 41 11/16 1059 521/8 1324 35 7/8 911 41 11/16 1059 65 1/8 1654 35 7/8 911 4111/16 1059 651/8 1654 35 7/8 911 41 11/16 1059 75 7/8 1927 45 3/4 1162 45 17/32 1156 75 7/8 1927 45 3/4 1162 45 17/32 1156 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 52 1/8 1324 35 7/8 911 41 11/16 1059 52 1/8 1324 35 7/8 911 41 11/16 1059 65 1/8 1654 35 7/8 911 41 11/16 1059 65 1/8 1654 35 7/8 911 41 11/16 1059 INDOOR MODELS WIDTH DEPTH HEIGHT Inches mm Inches mm Inches mm 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 52 1/8 1324 35 7/8 911 4111/16 1059 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 36 3/8 924 30 3/8 772 19 1/2 495 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 43 7/8 1114 32 7/8 835 30 3/16 767 .,, . ,, SPECIFICATIONS . - UNIT CONNECTIONS RECEIVER APPROX. SHIPPING WEIGHT CONDl;:NSING . CAPACITY UNIT SUCTION (OD) Ll<:tUID(OD) 90% FULL* INDOOR OUTDOOR MODEL Inches mm Inches mm Lbs. Kgs Lbs. Kgs Lbs. Kgs - TEZA01QH8 * 5/8 16 3/8 10 11 4.9 285 129' 26_5 120 TEZA011!-J8 * 5/8 16 3/8 10 11 4.9 285 12.9 265 120 TEzA015H8 * 7/8 22 -3i8 10 11 4.9 285 129 265 120 TEZA020H8* 7/8 22 3/8 16 11 4.9 280 127 300 136 TEZA025H8 * 7'18 22 1/2 .13 14 6.3 290 132 320 145 ' T!:ZA030H8 * iia 22 1/2 13 22 9.9 380 172. 410 186 T!=zA035H8 * 7iB 22 1/2 -13 22 9.9 380 172 415 188 T.EZA040H8 * 11/8 29 1/2 13 22 9.9 390 177 470 191 TEZA0?0H8 * 11/8 .. 29 1/2 13 .. 22 9.9 390 177 425 193 Tl=ZA060H8 * 1 118 29 5/8 1_6 30 13.8 430 195 470 213 TEZA065H8 * 11/8 29 5/~ . 16 30 13.6 465 211 510 231 TEZA070H8 * 1 3/8 35-5/8 16 30 13.6 470 213. 515 234 I TEZA076H8 * 1 3i8. 35 5/8 16 54 24.5 58Q 263 635 288 1EZA085H8 * 1 3/8 35 5/8 1.6 54 24.5 590 ~68 645 293 Tj;:ZA11_0H8 * 1 3/8 35 7./8 22 76 34.5 745 338 690 313 TEZA150H8 * 1 5i8 41 7/8. 22 7Q 34.5 845 .383 790 358 TEZA020L6 7/8 22 -~/8 10 1.1 4.9 290 132 315 143 TEZA025L6 7/8 '22 3/8 10 14 6.3 310 141 335 152 TEZP.0301.:.6 .. 1ia. si8 10 14 6.3 390 177 425 193 -22 TEZA035L6 7(8 22 1/.2 13 14 6.3 400 . 181 430 195 TEZA,0451.6 11/(:1 29 1/2 13 22 9.9 400 181 435 197 Tl=ZA055L6 1_ 1/8 29 1/2 13. 22 9.9 400 181 440 200 TEZA060L6 1 118 29 1/'?, . 13 22 10.0 450 204 485' 220 TEZA_075L6 1 3/8 35 5/f3 16 3P 13.8 460 2.09 495 225 TEZP.. 1 OOL~" . 1 3/8 35 5/8 16 30 13.6 500 22,7 545 247 TEZA130Ll3 1 3/8 ;35 5/8 16 54 24.5 670 304 725 329 TEZA150L6 1 3/8 .. 35 5/8 16 54 24.5 690 313 745 338 -- " Options may be limited. Consult factory for details. * NOTE ON.ALTERNATE REFRJGERANTS: * PUBLISHED RECT::IVER GAPACITY IS BASED ON IR'tJO~~A ON MODELS USING "8" AS REFRIGERANT CODE. FORALERNATE REFRIGERANTS, MULTIPLY IR404~lVALQE-BY THE APPROPRIATE VALUE BELOW: l~(tfld . ~ . ~ _ 1.10 1.15. 1.00. OFFICEUSEONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORDID1 ________________ 1 PLANCHECK# _______________ 1 o: n n:ale t,y, applicant must conlact Iha • r your s I use, process, or store any o re Protectlon Agency with Jurisdiction prior to plan aubmlttal. Occupancy Rating: Faclllty'a Square Footage Oneludlng proposed project): 1. Explosive or BlasUng Agents 5. O!ganlc Peroxides 9. Water Reaclive.s 2. Compressed Gases e. Olddtze11 10. Cfyogenlcs BP DATE APN# Plan File# 13. Corrosives 14. Other Health Hazards 3. Flammable/Combusllble Uqukls 7. Pyrophorlcs 11. HlghlyToldcorToxlcMaterfals 15. None of These. 4. Flanvnable Solids B. Unstable Readlves 12. Radloacllves qoes ons yes, ap can mus contact 1h11 nty o en ego can (858) 505-6700 prior to the Issuance of a building peqnll. FEES ARE REQUIRED Project CompleUon Date; Expected Date of Occupancy. 1. Cl Is yuur business listed on !he reverse aide of this form? (check all that apply). l NO ((or new conslnJdlon or remodeling projects) 2. F> wm yuur business dispose of Hazardous Substances or Medlcal Waste In any amount? 3. Cl Will your business etore or handle Hazardous Substances In quantities greater than or equal to 55 gallons, 500 pounds andlor 200 cubic feet? 4. [J 5. D ;: 80 8. WBI your buslnes~ store or handle carc!nogens/reproducllve toxins In l!."Y quantity? WIii your business use an existing or lflslaR an underground storage tank? wm your business store or handle Regulated Substances (CalARP)? WBI your buslnes11 use or Install a Hazardous Waste Tank System (TIUe 22. Miele 10)? WIii yuur busfness store petroleum In tanks or containers at yuur facility with a total facility storage capacity equal to or realer lhan 1 320 allona? CaHfomJa'a Abo Peltvleum Sto e Act • • If Iha answer to any of the Otego, CA 92123. 0 Ca!ARP Exempt lnltilll 0 Ca!ARP Required lnltla!a 0 CalARP Complete Dalll tn!Ual1 PART IIJtSAN DlE~l~~~Q.M.C9NTROLDJ§IBl£T {APCQ): Arr/ YES* answer requires a stamp from APCD 10124 Old Grove Road, San Di~o. QA92131al~ BSII) 52650). rNo stamp requliid If 01 Yea mt 03 Yea a Q4.Q6 NoJ. The follov.ing questions ma Intended lo ~ the majolyoaiif e planning stage. PtoJec1s may require addHlonal measures not ldenllfted tiy these questions. For comprehensive requirements conlact APCD. Residences are lypk:ally exempt, except • those with more than one bulJdlng• on lha property; single buddings v.1th more than four dwelling units; townhomes; condos; mixed-commercial use: del!berate bums~ residences forming part of a Jaruer project. rExcluaos garages & email outbulldlngs.J 1. D Wl!l lhe project disturb 160 square feet or more of eidsUng building materials? YES I 2. 0 WBI any load supporting siructural rneni>era be mmoved? Nollftcatlon may be required 10 worfdng days pdor to commencing demolHlon. 3. 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos IUMIY been pedOITiled by a Certll!ed Asbestos Consultant or Site Survelllance Technk:lan? ~. 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on lha survey results. wlll lhe proJect dfstulb any asbestos containing malerfal? Notlllcallon may be required 10 working days prior to commendng asbestos removal. 5. 0 6. 0 WIii the pl'0ject or associated conslnJdlon equipment emit alt c:ontamlnanl6? See the revern side of this rami or APCD factsheet {v,wN.sdapcd.orgRnfo/fadsfpennlts.pdQ for typk:al equipment requiring an APCD permit. (ANS\NER ONLY IF QUESTION 5 IS YES) VWI lhe project ot BSSoclated construction equipment be localed wllhln 1.000 feet or a school bound FOR OFRCAL USE ONLY: FlREDEPARTMENTOCCUPANCYClASSIFICATION~,___ _________________________ _ BY· ~ DATE· . I I EXEAU'TOR NO fllRRISllNl'OIUIATION REQUIIU!D RELEASED FORDUII.OIHG Plll!l!ITBUT NOT FOR OCCUPANCY REUlASED FOR OCCUPANCY COUNlY-HMO• APCO COUNlY-HMD APCD COIJNlY-HMD APCD ·A stamp In this box a exempts buslne8ses from COOlplellng or 11pdaUng a Hazardous Materials Business Pian. Other pennlttlng requirements may sun apply. -,.-·mt.;171(08/15} -. ----------------.... -----------,.-,....-; County of San Dlego-DEH-Hazardous Materials Division