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HomeMy WebLinkAbout2470 FARADAY AVE; ; CBC2022-0213; PermitBuilding Permit Finaled ( City of Carlsbad Commercial Permit Print Date: 05/17/2023 Job Address: 2470 FARADAY AVE, CARLSBAD, CA 92010-7224 Permit Type: BLDG-Commercial Work Class: Parcel#: 2090412600 Track #: Valuation: $143,811.80 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Description: SCIEX: Tl (2495 SF) OFFICE W/NEW LABS Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Applicant: Property Owner: JAIME REEDER 9555 PALOMINO RIDGE DR LAKESIDE, CA 92040-5839 (619) 200-2262 FEE BUILDING PLAN CHECK BECKMAN COULTER INC 11800 SW 147TH AVE MIAMI, FL 33196 BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL FIRE Plan Review (per hr -Regular Office Hours) FIRE Plan Review (per hr -Regular Office Hours) SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Tenant Improvement Permit No: Status: CBC2022-0213 Closed -Finaled Applied: 06/15/2022 Issued: 10/12/2022 Finaled Close Out: 05/17/2023 Final Inspection: 04/24/2023 INSPECTOR: Renfro, Chris Contractor: PRIMARY GENERAL INC 215 DENNY WAY, # STE D EL CAJON, CA 92020-1226 (619) 698-7751 AMOUNT $725.40 $194.00 $98.00 $16.00 $1,116.00 $298.00 $240.00 $6.00 $40.27 Total Fees: $2,733.67 Total Payments To Date: $2,733.67 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020{a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check C&,2£!22-02-/ 3 Est. Value /01,,. '1/1/&; __- PC Deposit • 1 ~-'iO Date &,?) I x_:,,2,,Z_ I Job Address 2470 FARADAY AVE Suite:. _____ APN: 209-041-26-oo Tenant Name #:_s_c_iE_x ________________ Lot #: ____ Year Built: _1_98_0 ________ _ Year Built: 1980 ---Occupancy:_8 __ _ Construction Type:_11_I-8 __ Fire sprinklers(:)YESQNO A/C:()YESQNO BRIEF DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS TO REPLACE EXIST'G. OFFICE SPACE WITH NEW LABS. NO NEW SQUARE FOOTAGE NO EXTERIOR WORK. NO CHANGE TO FIRE SPRINKLERER. ALL EXIST'G. FIRE SPRINKLERER HEADS TO REMAIN D Addition/New: ____________ New SF and Use, __________ New SF and Use _______ SF Deck, SF Patio Cover, SF Other {Specify) ___ _ li!Tenant Improvement: _____ SF, Existing Use: _______ Proposed Use: ______ _ _ 2_·49_5 ____ SF, Existing Use: eus,NEss Proposed Use: _•_us_,N_,s_s ____ _ D0ther: --------------------------------------- PRIMARY APPLICANT PROPERTY OWNER Name: .::r Name: BECKMAN COULTER, INC ---------------------Address: C\, c I Address:_2_47_o_F_A_RA_D_A_Y_A_v_E _____________ _ City: Lu-_Kc ") ; cA r. State: (-It-Zip: ' City:_c_A_RL_s_s_A_o _______ State:_c_A __ .Zip: 92010 Phone:~1 \ Ci --,d (IQ~ ,j,q.,,lo,.\ Phone:_76_o_,._38_.9_15_1 ______________ _ Email: ~s~ t' ,e,,-ed,e___r s@(3M<J,1Lcc,l(.-fmail: ___________________ _ CONTRACTOR OF RECORD DESIGN PROFESSIONAL Name: TONY MANSOUR Address: 6498 WEATHERS PLACE, SUITE 100 Business Name: PRIMARY GENERAL, INC Address: 215 DENNY WAY, STE. D City: SAN DIEGO State:_cA __ .Zip: 92121 City: EL CAJON State:_cA __ ,Zip: 92020 Phone: 858.558.1509 Phone: 619.698.7751 Email: tmansour@mansourarchitecture.com Email: bert@primarygeneral.com Architect State License: _c_20_3_92 __________ CSLB License#: 806893 Class:_8 ______ _ Carlsbad Business License# (Required): flt_,f(;:{Y}fl[i--aJ- 7.LU) APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. /agree ta comply with all City ordinances and State laws relating to building construction. NAME (PRINT): ~ I( 1) I-R c' eJ.( / SIGN: i3 4•o cl <J,, /J"= DATE:{,/ LS /),,1 C 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 10/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penal tyof perjury that I am I icensed under provisions of Chapter 9 ( commend ng with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE/: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. _____________________________________________ _ -OR- DI have and witl maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensatioQjnsurance carrier and policy number are: lnsuranceCompany Name: _,{),2'c_~·~,~;Jt1~~~'2eL_,_,+--c_-,--c,---,~.---------- Policy No. O<OU LL, 15 Z. -i S Expiration Date: _'-t.J...J.)_,_1--'1c,/>-'=z."'o'-'·z_"'--''2,-'---------- -0R-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 $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 {i) Civil Code). Lender's Name: Lender's Address: ______________________ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, occm roods, and utilities/utility easements. All proposed modifications and/or additions ore clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site pion are not approved for construction and may be required to be altered or removed. The city's approval of the opp/ication is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their cons ction, unless otherwise noted. (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR-DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: Al\D, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which 1 must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if It has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, isavailable upon request when this application is submitted or at the following Website: http:! !www.leginfo.ca.gov/calaw.htmf. OWNER CERT/FICA T/ON: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site pion. Any potentially existing detail within these plans inconsistent with the site pion ore not approved for construction and may be required to be altered or removed. The city's approval of the application is based an the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with oil regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: _________ DATE: _____ _ Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 10/21 PERMIT INSPECTION HISTORY for (CBC2022-0213) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 06/15/2022 Owner: BECKMAN COULTER INC Issue Date: 10/12/2022 Subdivision: PARCEL MAP NO 13958 Expiration Date: 08/28/2023 IVR Number: 41339 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/24/2023 04/23/2023 BLDG-Final Inspection 208790-2023 Passed Chris Renfro Wednesday, May 17, 2023 Checklist Item BLDG-Building Deficiency BLOG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio COMMENTS TEXT 619-726-5159 Rick// See hold notice// fire final on 4/21 Passed Yes Yes Yes Yes Yes Created Date 04/21/2023 Complete Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0213) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 06/15/2022 Owner: BECKMAN COULTER INC Issue Date: 10/12/2022 Subdivision: PARCEL MAP NO 13958 Expiration Date: 08/28/2023 IVR Number: 41339 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/17/2022 10/17/2022 BLDG-21 194319-2022 Partial Pass Chris Renfro Underground/Underflo or Plumbing Checklist Item BLDG-Building Deficiency COMMENTS BLDG-84 Rough Combo(14,24,34,44) 194203-2022 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Rooftop curb and platform framing for mechanical units, ok 11/10/2022 11/10/2022 BLDG-44 196327-2022 Passed Chris Renfro 11/15/2022 11/15/2022 02/28/2023 02/28/2023 Wednesday, May 17, 2023 Rough/Ducts/Dampers Checklist Item COMMENTS BLDG-Building Deficiency BLDG-17 Interior 196591-2022 Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency BLDG-85 T-Bar, Ceiling 204294-2023 Grids, Overhead Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS TEXT Passed Passed NOTES Created By Angie Teanio RICK 619-726-5159 Chris Renfro Chris Renfro Reinspection Incomplete Passed Yes Re inspection Incomplete Passed Yes Yes Yes No No Complete Passed Yes Complete Passed Yes Complete Passed Yes Yes Yes Yes Yes Created Date 02/27/2023 Page 1 of 2 .. • Structural Calculations for Sciex Labs Tl 2470 Faraday Ave Carlsbad, CA 92010 Plan Submittal Ml2210147 June 7, 2022 0 2021 Miyamoto lnlemat1onal, Inc , All right& reserved Tots document or any pan thereof must not be 1eptodu, 3 -1 3 0 ,.. 0 • 2090412600 6/15/2022 CBC2022-0213 .. Structural Scope of Work: Code: 2019 CBC and all referenced documents The structural scope is limited to anchorage and support of rooftop units . • 3 -1 3 0 ... 0 • .. OSHPD 2470 Faraday Ave, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1376505, -117.2689387 Bologna Gourmet' l ' Carlsbad Police a Carlsbad Kickboxing ft i Department T Club Boxing Martial... T ~ ft Beck'man Coulter, In c ~ ~ T ~ 9 Concentra Urgent Care Or,of\ Go gle ~ -Date Design Code Reference Document Risk Category Site Class Type soc Fa Fv PGA FPGA PGAM TL SsRT SsUH SsD S1RT S1UH S1D PGAd CRs CR1 Value 0.953 0.349 1.144 null -See Section 11.4.8 0.762 null -See Section 11.4.8 Value null -See Section 11.4.8 1.2 null -See Section 11.4.8 0.415 1.2 0.498 8 0.953 1.054 1.5 0.349 0.382 0.6 0.5 0.904 0.914 Description 5/26/2022, 3:54:58 PM ASCE?-16 II D -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic desi n value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period In seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s Map data ©2022 .. Project Title: Engineer: Project ID: Project Descr: Steel Beam Software copyright ENERC 1983-2020, Build:12.20.8.24 ,., .. : DESCRIPTION: W24x68 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Pro ertles Analysis Method : Load Resistance Factor Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending ♦ 0(0.24) • ' 6 D(0.24~Lr(0.4) W24x68 Span • 60.0 n Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi . . . . ♦ A lied loads Service loads entered. Load Factors will be applied for calculations. Beam self weillht calculated and added to loadin!l Load for Span Number 1 Uniform Load: D = 0.0120, Lr= 0.020 ksf, Extent= 8.50 -» 60.0 ft, Tributary Width= 20.0 ft, (Roof) Uniform Load : D = 0.0120 ksf, Extent= 0.0 -» 8.50 ft, Tributary Width= 20.0 ft, (Roof DL@ Unit) Uniform Load : Lr= 0.0110 ksf, Extent= 0.0 -» 8.50 ft, Tributary Width= 16.0 ft, (Roof LL (Replacement)) Uniform Load : D = 0.220 k/ft, Extent= 0.0 -» 8.50 ft, Tributary Width = 1.0 ft, (AHU) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn ' Phi : Allowable Load Combination 0.682 : 1 W24x68 452.615 k-ft 663.750 k-ft Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn ' Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs +1.200+1.60Lr+l +1.60H 30.000ft Span# 1 Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 2.143 in Ratio = 0.000 in Ratio = 3.907 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for load Combinations Load Combination Max Stress Ratios Segment Length Span# M V max Mu+ max Mu - +1.40D+1.60H Dsgn. L = 60.00 ft 0.301 0.052 199.64 +1.20D+0.50Lr+1.60L +1.60H Dsgn. L = 60.00 ft 0.390 0.062 259.07 +1 . .20D+1.60L +0.50S+1.60H Dsgn. L = 60.00 fl 0.258 0.045 171.12 +1.20D+1.60Lr+L +1.60H Dsgn. L = 60.00 ft 0.682 0.102 452.61 +1.20D+1.60lr+0.50W+1.60H Dsgn. L = 60.00 ft 0.682 0.102 452.61 +1.20D+L +1.60S+1.60H Dsgn. L = 60.00 ft 0.258 0.045 171.12 +1.20D+1.60S+0.50W+1.60H Dsgn. L = 60.00 ft 0.258 0.045 171.12 335>=240. 0 <240.0 184 >=180 0 <180 Summary of Moment Values Mu Max Mnx 199.64 737.50 259.07 737.50 171.12 737.50 452.61 737.50 452.61 737.50 171.12 737.50 171.12 737.50 Phi'Mnx Cb 663.75 1.00 663.75 1.00 663.75 1.00 663.75 1.00 663.75 1.00 663.75 1.00 663.75 1.00 Rm 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Design OK 0.102 : 1 W24x68 30.231 k 295.065 k +1.200+1.60Lr+L +1.60H 60.000 ft Span# 1 Summary of Shear Values VuMax Vnx Phi'Vnx 15.37 295.07 295.07 18.29 295.07 295.07 13.17 295.07 295.07 30.23 295.07 295.07 30.23 295.07 295.07 13.17 295.07 295.07 13.17 295.07 295.07 Steel Beam 1.11. ! DESCRIPTION: W24x68 Load Combination Max Stress Ratios Segment Length Span # M V + 1.200+0.SOLr+L +W+-1.~60~H-- Dsgn. L = 60.00 ft 0.390 0.062 +1.20D+L +0.50S+W+1.60H Dsgn. L = 60.00 ft 0.258 0.045 +0.90D+W+1.60H Dsgn. L = 60.00 ft 0.193 0.033 +1.20D+L +0.20S+E+1.60H Dsgn. L = 60.00 ft 0.258 0.045 +0.90D+E+0.90H Dsgn. L = 60.00 ft 1 0.193 0.033 Overall Maximum Deflections ---- Project Title: Engineer: Project ID: Project Descr: Summary of Moment Values i e: Sciex.ec Software copyright ENERCALC, INC. 1933-2020, Bu,ld.12.20.8.24 Summary of Shear Values max Mu + max Mu -Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi'Vnx 259.07 171.12 128.34 171.12 128.34 259.07 171.12 128.34 171.12 128.34 737.50 737.50 737.50 737.50 737.50 663. 75 1.00 1.00 663. 75 1.00 1.00 663. 75 1.00 1.00 663. 75 1.00 1.00 663. 75 1.00 1.00 18.29 295.07 295.07 13.17 295.07 295.07 9.88 295.07 295.07 13.17 295.07 295.07 9.88 295.07 295.07 Load Combination Span Max.·-• Defl Location in Span Load Combination Max.'+' Defl Location in Span ----+D+Lr+H 1 3.9069 Vertical Reactions -------------Lo ad Combination +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+O. 750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +0.750S+0.450W+H +0.600+0.60W+0.60H +D+0.70E+0.60H +D+O. 750L +0.750S+0.5250E+H +0.600+0.70E+H DOnly Lr Only H Only Support 1 21.208 6.587 10.978 10.978 21.208 10.978 18.651 10.978 10.978 18.651 10.978 6.587 10.978 10.978 6.587 10.978 10.231 Support 2 2 .238 5.623 9.372 9.372 21.238 9.372 18.271 9.372 9.372 18.271 9.372 5.623 9.372 9.372 5.623 9.372 11.865 30.171 0.0000 0.000 Support notation : Far left is #_1 _______ v_a_lu_es_in_K_I_Ps ________ _ .. m I yam Oto. -:-;-:--1;:-:-:=-N-!_:c_i~_x_La_l_~-o-~-~-,---Ca-lc-. _B_y_: _N_S_ ~~::~ No. 6/1/22 Equipment Anchorage Forces (Floor-or Roof-Mounted): ASCE 7-16 AHU Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Seismic Desig11 Force Variables Component Amplification Factor 3i,= 2.S0 (Tables 13.5-1 or 13.6-1) Component Response Modification Factor Spectral Response Acceleration at short periods Component Importance Factor R = p 6.00 {Tables 13.5-1 or 13.6-1) Sos= 0.94 g (Eq. 11.4-3) I = p 1.00 (Sec 13.1.3) Height in Structure of Point of Attachment ofComponcnt Average Roof Height of Structure z = h = 20.0 ft 20.0 ft Component Operating Weight w/ curb at lbs 3910 lbs, WP = Equipment Geometry and Anchorage Information Longitudinal Elevation Center of gravity Anchor point, TYP Transverse Elevation Longitudinal Dimension Transverse Dimension Height to Center of Gravity Number of Anchors, Trans. Side Number of Anchors, Long. Side Total Number of Anchor Points Anchorage Pattern's Moment of Inertia About Transverse Axis Anchorage Pattern's Moment of Inertia About "Longitudinal Axis Critical Loading Angle 0.470 WP 1.504 WP Governing horiz ontal seismic design force coefficient = 0.470 Q= Horizontal Seismic Design Force F = 1838 lbs Vertical Seismic Design Force F . = 0.2S osW = 735 lbs 3910 lbs a= 216.0 in b = 46.0 in c = 19.S in n I = 2 (figure: n I = 2) n2 = 9 (figure: n2 = 3) N = nl x n2 = 18 N(N+2) 2 ----a = 87480 in2 12(N-2) I = N b2 = 9522 in2 )')' 4 (Eq. 13.3-1) (Eq. 13.3-3) (Eq. 13.3-2) (Sec 13.3.1) 0.472 radians 27.1 degrees CONTINUED >» m I yam oto e -:-~-:-~:-:-:=-N-!-:c_i~_x_La_l_~-o-~-~-7---Ca-lc-. _B_y_: _N_S_~:::; No. Equipment Anchorage Forces (Floor-or Roof-Mounted): ASCE 7-16 AHU Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Rellctions with No11-0rthogonlll Lollding lit Worst-Clise A11gle 0 Maximum compression FecosfJ•c•b + F si'l8*c*a 0.9We -Fe,, __, 21_.,. 2/_,, N 0 0 Maximum tension F cos 8 * c * b F sin 8 * c * a I. 2W + F Cmax = + P + e f, = 21.vy 21." N V max Reactions with loading i11 the longitudinal Directio11 (0 = 90 °) •◄--p-e Maximum tension Maximum compression Reactions with Loading in the Transverse Direction (6 = 0°) Fp 0 Maximum compression Maximum tension r Results Summary ~na,-= F *c*a p 0.9WP-FP. = 2/xx N c_ = Fe. *C*a + l .2We. +FP,, 21., V MI JI F *c*b T =--'-''---"'"" 21 ):)' N F = nl * 11 2 = = cllllX FP *c •b + 1.2WP + Fp,. = 2/YY N F vmu = _.......__ n I * 11 2 6/1 /22 0 lbs 399 lbs 102 lbs 0 lbs 346 lbs 102 lbs 0 lbs 388 lbs 102 lbs Maximum tension at anchor point = 0 lbs (Governing load case: longjtudinal) Maximum compression at anchor point = 399 lbs (Governing load case: non-orthogonal) Maximum shear at anchor point = 102 lbs (Same value for all load cases) 102*0.7/236 = 0.3 DCR, OK USE 3/8" DIA LAG SCREWS X 2.5" EMBED @ 24" OC .. 6/1/22, 8:13 AM Connection Calculator Design Method II Allowable Stress Design (ASD) V Connection TypeJI Lateral loading - V Fastener TypeJJ Lag Screw V Loading SceoarioJJ Single Shear V I Maio Member TypcJJ Douglas Fir-Larch V I Maio Member Thicknessll 5.5 in. V Main Member: Angle of !10 I Load to Grain I Side Member TypeJJ Stee l V I Side Member ThicknessJJ 20 gage V Side Member: Angle of I -- Load to Grain O Washer Thicknessll 0 in. V Nominal DiameterJJ 3/8 In. V Leogthll 2.5 in. V Load Duration Factorll C_D = 1.6 V Wet Service Factorll C_M = 1.0 V End Grain Factorll C_eg = 1.0 V Temperature Factorll C_t = 1.0 V Connection Yield Modes Im JJ1333 1bs. I Is JJ236 lbs. I II 11600 lbs. I lllm JJ714 lbs. I Ills 11308 lbs. I JV JJ436 lbs. I II Adjusted ASD Capacity Jl236 lbs. II • Lag Screw bending yield strength of 45000 psi is assumed. • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance, edge distance and spacing per NOS chapter 11 . • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. https://calc.awc.org/connectlon/ccstyle.asp?design_method=ASD&connection_type=Lateral+loading&fastener_types=Lag+Screw&loading_scenario=... 1/1 m1yamoto. Project: Project No: Sheet No: Cale. By: Date: ,;.. 0,4(\,l) (.1<,,"l W _ (tt~C'a.)): O.'t~~ 1...(:(./,.o : o.,11w~ t)J-:: f:, ( V~°!>) ~, 1 ("'--f \:7-= <;'t I 1, ~ ~GI" 11" ~ '; ~6 Y\~ \r,~•~ ~ 1,•\C-- *~ ua;t ,;ath, •·-s· (p'"' l;fh,g '"''' I AH u I Chm,, Wot~ 8 Row 8 FPI Holt c;"";' (qty. 1) Exhaust Fan ~-----~ Hot Water 1 Row 8 FPI Half Circuit (qty. 1) 3 HP Premium Efflcfency ODP 208-230/460 3Ph 60Hz 1800 RPM Draw-Thru Supply Fan Bag/Cartridge FIiter 6 -12 IN. Side Loading 5 HP Premium Efficiency OOP 208-230/460 3Ph 60Hz 1800 RPM Qty (1) 24in. x 24in. Operating weight: 3406.0 lbs. Qty (1) 12in. x 24in. Upstream Corner Weight (each): 928.0 lbs. Pre FIiter : 21n. Flat filter Downstream Comer Weight (each): 775.0 lbs. Qty (1) 24in. x 24in. Qty (1) 12In. x 24in. 2'-1 1/2" 7 1/2" ~--... ,,, ---) ' I ...... __,,,,,, a=> () FAN 2'-6" 1'-7 1/2" ----------------+-17'-11 1/2" • .lb=!. 4 ;/~}ffh I Welqht (lbs.~ 34(16 M 2·-1 1/2" 7 1/2" ro-To7 r,, r· -I I I I I I ~>-.,,,-~ ~ I C IH I I I I 1: I I 1,_) c:::::::J) __,U jL o! ol ,. L-- FLT L COIL JPlen.,L FAN 2'-0" 2'-10" ,·-o· 2'-6" I 3'-3 ,:1/16" DATE 4/5/2022 AHUBuilder v6.691 39M Central Station Air-Handler, Size 06W Sciex Lab3: Lab3 Horiz REVISION Assembly Drawing Side View • ~~ ~~~ 2i!; ill~~ g~ el >§ 8m8gz: :2)1Tl z z"' ~Q;~~ >poeC/1 ::JO z -..... ~~~~iii "' -.e:ii J!il1cj!i! ::l~"'t1j!il !2a~c~ 8i:!;!~!;l !~iii%~ -, s "'"' § -0 0; ~~-lg 18 ~ .di ~ g Sil ~ ~ ~ ij ~ iq ... 8 ~ ~~~ ~ ::! ~ s"' Iii "' §! !~ ~ LN co ~ ~ Unit viewed from right side of side elevation view. Unit length: 17'-10 15/16" Exhaust Fan Qty (1) 12in. x 24in. 3 HP Premium Efficiency OOP 20B-230/460 3Ph 60Hz 1800 RPM Chilled Water 8 Row 8 FPI Hoff Circuit (qty. 1) Hot Water 1 Row 8 FPI Hoff Circuit (qty. 1) Orow-Thru Supply Fon Bag/Cartridge Filter 6 -12 IN. Side Loading Qty (1) 24in. x 24in. Qty (1) 12in. x 24in. Pre Filter : 2In. Flot FIiter Qty (1) 24fn. x 24In. DATE 4/5/2022 AHUBuil der v6.691 I ' . I ----c.-=. =--I ' 1 1 1 I I I llE I f 11 I I 11 I I 11 \ I I 11 I I 11 I I 11 1'- 5 HP Premium Efficiency ODP 208-230/460 3Ph 60Hz 1800 RPM Operating weight: 3406.0 lbs. Upstream Corner Weight (each): 928.0 lbs. Downstream Comer Weight (each): 775.0 lbs. 3'-10 I 11 I -r===============7------7 1-, --------7 :: ~ A I I I I I ~p ~ I I 11 I I) I I 11 I I I I 11 I v L_1--LJ_ I-µ . I 11 I I 11 --I flT I 11 11 I lE 11 11 I 'rrr r-I I I I I I J I I I IL r--L-----------~--,_ ___ _j ~ I , ;= I ------------------------~ 1 3'-10· I I I 4'-5 1/4" 39M Central Station Air-Handler, Size 06W Sciex Lab3: Lab3 Horiz Assembly Drawing I I 3'-31'.~ I ~~ REVISION End View • ~,¾l:!i~ 211ril!);!c SJ~~!§ ~~8~~ ""0 ~ ;e :!i ~<ii ::I~ -~p~-: ~~~~iii uicl ►!!)-,, --t C ::o ;\\ ~ :i' o\ ~ =I "" ill Sl ~~gc:1 i;~!ii !;1 .... !! 0 i!s iii :i' ~ ~s ,.,, ::u sl "tlC ~ go~ cl~-~~ 13 ~g~ !il i;i,;, ► z Ill ij ~ ~ .... 8 ~ ~ oi ► ~ :l ~ ~ ~"' §.,, §l :ii! ► 0 .... LN CD ~ ~ ,. 0 I.() (.!) z F w ~ (/) <( (.!) 0::: w ...J <( z (.!) z f--w ~ (/) <( (.!) '!HIS DOCUMENT IS 'IHE PROPERTY OF CARRIER A 110N AHO IS 0£1.J','ERED UPON 'IHE SS CONDITION '!HAT 'IHE CONTENTS LL NOT BE OISQ.OSEO OR USED V111HOUT ARRIER CORPORA 110N'S YlftlTTEN CONSENT SUBMISSION OF 'IHESE ORAVl1NGS OR DOCUMENTS DOES NOT CONSTITUTE PART PERFORMAHC£ OR ACCEPTANCE OF CONTRACT 39MW CD 0::: ::) u ::) I <( OC) 00 1-------------~-------------i 0 a::: ow 0 ...J 3: <( z CD~ a::: a ::) ~ Uii! I i5 u! u OC) 0 0 N om 0::: a::: <( ::) ou z LL <x:o tno 0::: "-.t f-- N <( ...J 0::: LL of- • I '<t (.!) ..-w * I 0 0 0 0 t') _l__ 0 ~, Uii! I i5 u! u z 0 (/) > w 0::: 0 I") 0 (1) N c7i ..: (I) "O C 0 I I I... ~ C 0 +' 0 +' (/) 0 I... +' C (I) u ~ 0) I") L (I) "D ·-::J m ::) I <( w f-- <( 0 ·-0 +' (I) 0 0\ :::, ....J 0\ .!= +' -....J "D C 0 ·-0 I... (I) Cl) 0 (D .D I... :::, u (J) <.O <.O > N N 0 N '--.... L{) 0 '--.... s;j- COOK CPV Centrifugal Blower Clockwise Up-Blast Arrangement 10 COG UNDER 48" AND WT UNDER 400 LBS, THEREFORE EQUIPMENT DOES NOT REQUIRE STRUCT DESIGN PER ASCE 7-16 13.1.4.6.a Performance ('Bhp includes 9% drive loss) Catalog Flow SP Fan Power* Qty Number (CFM) {lnwc) RPM (HP) FEG 1 150 CPV 2400 1.50 1791 1.13 75 Altitude {ft): 30 Temperature {F): 70 Motor Information E HP RPM Volts/Ph/Hz Enclosure FLA Mounted VFD Rated 1-1/2 1725 460/3/60 XPROOF-SE 3 FLA based on NEC (2017) Table 430.250 Fan Information Yes Yes Class OVel(fpm) Rotation Discharge Access 1838 cw Upblast 3:00 S d D t P oun a a Sound ower by Octave Band 1 2 3 4 5 6 7 8 LwA Inlet 78 80 84 78 72 74 71 64 Outlet 88 83 86 79 76 76 71 65 Accessories: DRIVES (1 .5 SF)@ 1791 RPM EPOXY POWDER W/UV STL ACC DOOR-SOLT STEEL DRAIN OSHA BG/WEATHERCOVER-STL SHAFT SEAL BELT TENSIONR-ROT ARY ISOLATION RAILS SF2-135 SET(4)-ISOLATORS AMCA A CONSTRUCTION 81 83 dBA 70 72 PREMIUM EFFICIENCY MOTOR (MIN 86.5%) v7.9.396.15387 Fan Curve LeQend CFM vs SP (1791) MaxRPM( 2035) MinRPM(751) CFM vs HP Point of Operation 0 System Curve MARK: EF-2A PROJECT: SCIEX QUALITY LAB 3 Weather Cover DATE: 4/1/2022 Optional r--J --j r X --j U-JrA ID-jr U U -n--s ID--jt"-U Too w-J ~ M -t-N -l INLET SIDE Dimensions inches L 14-1/8 w 4 M 15-1/8 X 19-5/8 13-1/4 y 8-5/8 34-3/8 z 6-9/16 3 AA 1-1/2 3/4 9/16 J 14-5/8 K 12 V 8 335 ···1nciudes fan, motor & accessories. Fan Curve (MaxRPM Non-Reinforced Wheel = 2035) 4.00 1.W ...._ 3.20 u 2.40 3 C --Q. en 1.60 0.80 V 0.00 0 I / V , I X _ ...... 800 / '\' I/ "'--/ '-- I/ \ -'I\ \ I I \ ~ I I '\c ~ \ 'r\ I I ...... \ I I [\ , , \ ' , , , " \ 1600 2400 3200 Flow (CFM) 1.20 .900 ~ ~ CD .., % .600 J! 300 \ 0.00 4000 Page 1 of 4 PURE Humidifier Standard Water Unit Model No. EC-5 EC-10 EC-15 EC-20 EC-25 EC-35 Standard Water Unit No. of Model No. KW Heaters EC-5 5 Single EC-10 10 Double EC-15 15 Triple EC-20 20 Triple EC-25 25 Triple EC-35 34 Triple Capacity & Weights "EC" Series Steam Output Capacity t Humidifier Weight Empty Lbs/hr Kg/hr Lbs Kg 15.0 6.8 139.0 63.1 30.0 13.6 140.0 63.5 45.0 20.4 141.0 64.0 60.0 27.2 142.0 64.4 75.0 34.0 143.0 64.9 102.0 46.3 146.0 66.2 Electrical Specifications "EC" Series Lbs 223.0 rm:o7 225.0 226.0 227.0 230.0 Sheet No. ) ECS-2 ~ Full Kg 101.2 101.6 102.1 102.5 103.0 104.3 Single Phase Amperage Three Phase Amperage Control No. of Circuit 120V 208V 240V 480V 600V Heaters 208V 240V 480V 600V Voltage 41.7* 24.0 20.8 10.4 8.3 Triple 13.9 12.0 6.0 4.8 24vac 41 .7 20.8 16.7 Triple 27.8 24.1 12.0 9.6 24 vac 31.3 25.0 Triple 41.7 36.1 18.1 14.4 24 vac 41.7 33.3 Triple 24.1 19.2 24 vac 41 .7 Triple 30.1 24.1 24 vac Triple 40.9 32.7 24 vac * EC-5 at 120/1 requires 3 heating elements. t The above capacities are based on 100% efficiency. Actual humidifier capacity may vary due to the heat loss from the humidifier reservoir. The ambient air temperature, air velocity, and injection tube system will affect the rate of heat loss from the humidifier reservoir. • PURE Humidifier 2 3/8" Steam Outlet Access 17.00" (43.2) --.--l------ Removable Access Plate• 29.50" 7.75" (19.7) (74.9) --- Removable Key Locked Reservoir Access Door r (60.9) TOP VIEW Operation Status Indicating Lights Key Locked Electrical Access Door •• Lc___li;!' ---- FRONT VIEW Reservoir Drain Outlet 1 7/8"0 (16.5) 6.50" ~ 2.375" (6.0) 8.4375" (21 .4) Cabinet Overflow J. 1/2" NPT --• r -+--t----~ Water Inlet 3/8" NPT Electrical Inlet 1 1/8"0 BOTTOM VIEW 2.00· 1.50" (5.1) (3.8) Note: Dimensions are typical for all EC models. 15.00" (38.1) I Key Locked Electrical Access Door •• Sheet No. ECS-3 *Removable access plate allows reservoir to slide out for inspection and cleaning without disconnecting the steam supply piping. **See local codes for minimum clearance to electrical compartment. The electrical access door requires a minimum clearance of 16" to fully open. \ .::::::::t,,.::::::::t,,..:::::::,,,..:::::::,,,,c:::,,. ..::::::::.....::::::,,...:::::,,....::::::::.....::::::::... .c:::,,,..-=,,,..=,,,.~~ \ ,..=,,,...:=::,...::::::,,,.,..=,,,.,..=,,,. ,..=,,,..c::::i,...:::::::,,,.c:=::,,...:::::::,,, .c=:....:::::....::::::::....c=:....:::::::.. RIGHT SIDE VIEW