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HomeMy WebLinkAbout1905 CALLE BARCELONA; 126; CBC2022-0304; PermitBuilding Permit Finaled ( City of Carlsbad Commercial Permit Print Date: 07/18/2023 Job Address: 1905 CALLE BARCELONA, # 126, CARLSBAD, CA 92009 Permit No: Status: CBC2022-0304 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2550120400 Track#: Valuation: $346,301.12 Lot #: Occupancy Group: M #of Dwelling Units: Project#: Plan#: Bedrooms: Bathrooms: Construction Type:V-N Orig. Plan Check#: Occupant Load: 88 Plan Check#: Code Edition: 2019 Sprinkled: Yes Project Title: Description: NIKE; (6,008 SF) RETAIL TO RETAIL STRUCTURAL Tl Applicant: Property Owner: PERMIT ADVISORS SAMANTHA AVALOS 8370 WILSHIRE BLVD TREA NW FORUM AT CARLSBAD OWNER LLC 1905 CALLE BARCELONA, # STE 200 CARLSBAD, CA 92009-8451 BEVERLY HILLS, CA 90211-2333 (760) 479-0166 FEE BUILDING PLAN CHECK BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) 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) Total Fees: $3,797.50 Total Payments To Date: $3,797.50 Applied: 08/17/2022 Issued: 02/07/2023 Finaled Close Out: 07/18/2023 Final Inspection: 05/23/2023 INSPECTOR: Kersch, Tim de Roggenbuke, Dirk Contractor: NATIONAL CONTRACTORS INC 2500 ORCHARD LN EXCELSIOR, MN 55331-7801 (952) 881-6123 Balance Due: AMOUNT $1,119.12 $18.12 $194.00 $98.00 $16.00 $1,857.80 $160.00 $223.50 $14.00 $96.96 $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 C-ec,.2o 2..'2.-o 3o't Plan~••------..;,,-' Est. Value.¾:! "3&.( <..1 30 I , I~ PC Deposit .fl \1 I ?,"1 • Z.'"\ Date '5-1, -?..o-Z -Z. Job Address 1905 CALLE BARCELONA, CARLSBAD, CA 92009 Suite: 126 APN: 255-012-04 ·----- Tenant Name #:_N_IK_E __________________ Lot #:_4 ____ Year Built: __________ _ Year Built: 2004 ----Occupancy:_M __ _ Construction Type:_v_-N __ Fire sprinklers0'ESQNO A/C:0YESQNO BRIEF DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT WITHIN AN EXISTING SHELL BUILDING INCLUDING A ROOF STRUCTURE, DEMISING WALLS, STOREFRONT ANO BULKHEAD. THE RECONF1GURA TION OF THE SPACE WILL NOT CAUSE A CHANGE TO THE OCCUPANCY TYPE. □ Addition/New: N/A New SF and Use, NIA New SF and Use --------------------------_N_I A ______ SF Deck, _N_IA _______ SF Patio Cover, NIA SF Other (Specify)_N_IA ___ _ 0Tenant Improvement: _60_0_8 ____ SF, Existing Use: MERCANTILE Proposed Use: MERCANTILE _____ SF, Existing Use: ________ Proposed Use: _______ _ Additional Gas or Electrical Features? NIA 0 Pool/Spa:_N_IA ____ SF ---------------D Solar: NIA KW, NIA Modules, Mounted:ORoof OGround 0 Reroof:_N_IA ________________________________________ _ 0 Plumbing/Mechanical/Electrical PME scope of work in support of the new tenant improveme1 D Other: -new plumbing fixtures and connections, replace two rooftop HVAC units, new interior ductwork new interior lighting and controls. new electrical panels and power distribution. PRIMARY APPLICANT PROPERTY OWNER Name: __ sa_m_a_n_th_a_A_va_l_o_s ___________ Name: __ N_o_rt_h_w_o_o_d_R_e_t_a_il_L_L_C_/_M_ik_e_T_u_s_s_e_v _____ _ Address: 8370 Wilshire Blvd Suite 330 Address: 8080 Park Lane Suite 600 City: Beverly Hills State: CA Zip: 90211 Phone: 424-330-7970 Email: samantha.avalos@permitadvisors.com DESIGN PROFESSIONAL Name: Don M. Dacumos Address: 960 Atlantic Ave City: Alameda Phone: 510-814-3463 Email: dond@mbharch.com State:_c_A __ Zip: 94501 Architect state License: C-24274 Exp 0313112023 City: Dallas Phone: 469-828-33 APPLICANT CERTIFICATION: /certifythatlhavereadthe opp th information on the plans is accurate. I agree to comply with a s a construct;on. Samantha Avalos NAME (PRINT): _________ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 State: TX Zip: 75231 Email: Building@carJsbadca.gov REV. 07/21 '-----------------·-------------~--........ THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER:-------+ UILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERS S GNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS_ REQUIRED PRIOR TO RMIT ISSUANCE. OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaffirm under penalty of perjurythat I am licensed under provisions of Chapter 9 /commencingwith Section 7000)of Division of the Business and Professions Code, and my license is in ful I force and effect. I alsoaffirm under penalty of perjury one of the following declarations (CHOOSE ONE): 01 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 .. ~----------------------------------------~ ~~:~ and will maintain worker's compensation, as required by Section 3700 of the Labor Code,~ the per!,9r~an~e pf the war~ for which this permit is is~ued. ~ workers' co ensation insurance carrier and olic~mber are: lnsuranceCompany Name: he. L-t tl <.:.. I A1-J · M rl'-e Policy No. WC. / / D Expiration Date: 0 0 3--O ..l. -OR-D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to becom subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer 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 o~ the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: t'\ //J: Lender's Address: ....JlLµ'.+-------------------- CONTRACTOR CERT/FICA TION: I certify that I have read the applicationand state that the above information is correct and that the information on the plans is accurate. /agree to comply with al/ City ordinances and State laws relating to building construction. NAME (PRINT): _.A-'-'t:n-'-'-'-1.,_,_r._d_11_f_e-f_e_tS.:..t>_/J_s1GNATURE:~&'--"-_,__p;;{;-'-'-..,._ ____ DATE:-1...,_..:.~i-,..."""---J- Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (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, wil! do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Profess·1ons 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 orthrough 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 d"1d not build or ·improve for the purpose of sale). -OR-D1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profess·rons 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-01 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 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 I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. / understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http:/ Jwww.leginfo.ca.gov/calaw.htmf. OWNER CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relat;ng to buHding construction. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above ls an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV 07/21 PERMIT INSPECTION HISTORY for {CBC2O22-O304) Permit Type: BLDG-Commercial Application Date: 08/17/2022 Owner: TREA NW FORUM AT CARLSBAD OWNERLLC Work Class: Tenant Improvement Issue Date: 02/07/2023 Subdivision: CARLSBAD TCT#92-08 GREEN Status: Scheduled Date 05/10/2023 05/15/2023 05/23/2023 VALLEY Closed -Finaled Expiration Date: 10/18/2023 IVR Number: 42712 Address: 1905 CALLE BARCELONA, # 126 CARLSBAD, CA 92009 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector NOTES Created By Angie Teanio Status TEXT 724-516-0293 Jim 05/10/2023 BLDG-Final Inspection Checklist Item 210610-2023 COMMENTS Partial Pass Tim Kersch BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio TEXT 724-516-0293 Jim// Check holds 05/15/2023 BLDG-Final Inspection Checklist Item 210985-2023 COMMENTS Partial Pass Tim Kersch BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio B-59 Special inspection report TEXT 724-516-0293 Jim // Check holds 05/23/2023 BLDG-Final Inspection Checklist Item 211809-2023 COMMENTS Passed Tim Kersch BLDG-Building Deficiency BLDG-Plumbing Final BLOG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio Angie Teanio B-59 Special inspection report TEXT 724-516-0293 Jim// Check holds 724-516-0293 Jim Reinspection Inspection Created Date 04/20/2023 Reinspection Incomplete Passed No Yes Yes Yes Yes Created Date 05/09/2023 Reinspection Incomplete Passed No Yes Yes Yes Yes Created Date 05/09/2023 Complete Passed Yes Yes Yes Yes Yes Created Date 05/09/2023 05/22/2023 Tuesday, July 18, 2023 Page 4 of 4 PERMIT INSPECTION HISTORY for (CBC2022-0304) Permit Type: BLDG-Commercial Application Date: 08/17/2022 Owner: TREA NW FORUM AT CARLSBAD OWNERLLC Work Class: Tenant Improvement Issue Date: 02/07/2023 Subdivision: CARLSBAD TCT#92-08 GREEN Status: Closed -Finaled Expiration Date: 10/18/2023 IVR Number: 42712 Scheduled Actual Inspection Type Inspection No. Inspection Date Start Date Status Checklist Item COMMENTS BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers NOTES Created By TEXT Angie T eanio 724-516-0293 Jim 03/20/2023 03/20/2023 BLDG-17 Interior 205808-2023 Passed Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency 04/11/2023 04/11/2023 BLDG-85 T-Bar, Ceiling 207672-2023 Passed Grids, Overhead Checklist Item COMMENTS BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLOG-24 Rough-Topout BLOG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers NOTES Created By TEXT Angie Teanio 724-516-0293 Jim 04/21/2023 04/21/2023 BLDG-85 T-Bar, Ceiling 208703-2023 Passed Grids, Overhead Checklist Item COMMENTS BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers Tuesday, July 18, 2023 VALLEY Address: 1905 CALLE BARCELONA, # 126 CARLSBAD, CA 92009 Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Created Date 03/13/2023 Tim Kersch Complete Passed Yes Tim Kersch Complete Passed No No No No No Created Date 04/10/2023 Tim Kersch Complete Passed Yes Yes Yes Yes Yes Page 3 of 4 Permit Type: Work Class: Status: Scheduled Date 03/03/2023 03/13/2023 03/14/2023 PERMIT INSPECTION HISTORY for { CBC2022-0304) BLDG-Commercial Application Date: 08/17/2022 Tenant Improvement Issue Date: 02/07/2023 Closed -Finaled Expiration Date: 10/18/2023 Actual Start Date 03/03/2023 IVR Number: 42712 Inspection Type Inspection No. Inspection Status BLDG-84 Rough 204631-2023 Partial Pass Combo(14,24,34,44) 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 NOTES Created By Angie T eanio COMMENTS Interior/ exterior framing Partial electrical-no light fixtures TEXT 724-516-0293 Jim Owner: TREA NW FORUM AT CARLSBAD OWNERLLC Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Address: 1905 CALLE BARCELONA, # 126 CARLSBAD, CA 92009 Primary Inspector Dirk de Roggenbuke Reinspection Inspection Reinspection Incomplete Passed Yes Yes Yes Yes Yes Created Date 03/02/2023 03/13/2023 BLDG-18 Exterior Lath/Drywall 205354-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Densglass. TEXT 724-516-0293 Jim 03/14/2023 BLDG-84 Rough Combo(14,24,34,44) 205450-2023 Passed 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 NOTES Created By Angie Teanio Angie Teanio COMMENTS Interior/ exterior framing Partial electrical-no light fixtures TEXT 724-516-0293 Jim 724-516-0293 Jim BLDG-85 T-Bar, Ceiling 205451-2023 Passed Grids, Overhead Passed Yes Created Date 03/10/2023 Tim Kersch Complete Passed Yes Yes Yes Yes Yes Created Date 03/02/2023 03/13/2023 Tim Kersch Complete Tuesday, July 18, 2023 Page 2 of 4 Building Permit Inspection History Finaled (cityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2O22-O3O4) Permit Type: BLDG-Commercial Application Date: 08/17/2022 Owner: TREA NW FORUM AT CARLSBAD OWNERLLC Work Class: Tenant Improvement Issue Date: 02/07/2023 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status; Closed -Finaled Expiration Date: 10/18/2023 IVR Number: 42712 Address: 1905 CALLE BARCELONA, # 126 CARLSBAD, CA 92009 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status 02/09/2023 02/09/2023 BLDG-SW-Pre-Con 202826-2023 COMMENTS Passed Tim Kersch Checklist Item BLDG-Building Deficiency NOTES Created By Angie T eanio TEXT 724-516-0293 Jim 02/21/2023 02/21/2023 BLDG-11 203780-2023 Passed Tim Kersch Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS BLDG-21 Underground/Underflo or Plumbing 203586-2023 Passed Checklist Item BLDG-Building Deficiency NOTES Created By Angie T eanio COMMENTS TEXT 724-516-0293 Jim BLDG-31 Underground/Conduit~ Wiring 203592-2023 Passed Checklist Item BLOG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT 724-516-0293 Jim Tim Kersch Tim Kersch 02/23/2023 02/23/2023 BLDG-14 204067-2023 Partial Pass Tim Kersch Tuesday, July 18, 2023 Frame/Steel/Bolting/We lding (Decks) Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT 724-516-0293 Jim// Plan clarification add exterior door Reinspection Inspection Passed Yes Created Date 02/08/2023 Passed Yes Passed Yes Created Date 02/16/2023 Passed Yes Created Date 02/16/2023 Complete Complete Complete Complete Reinspection Incomplete Passed Yes Created Date 02/22/2023 Page 1 of 4 liWII --. . ~# ......... k'.\,\lr~ $( ... , • ,._ .. l'.:1 OS" ~ ~LJI!.. C... oVl.At-lf{?.o ' , .... -Bia: <, '-<:/-.;,i c:.AfU..'>~ I ' •• -· I\. HI 1~ ---k\1~ a.. Un••-t ~[>.~~1-: ,-, /.,, O 7 a.. Cl :Eier: • I Ji, 1. llr ti lfcrfe••• ■ . g_ c.~€'" O..•BMa: ~qt, ""-2ss,c..1s <..1SG Z o?, ~ -...... ~~~~ I I I I ..fu1r:%<-1.~ II ~ . ·-. . .. M . ? □Ya 01w, 01111111: 1 tt 11 T\'J'EOPwta.: (dlo:l:-.)j(P: fn..i0-:-0~ tow Ou wyfJWeldi■& OOM-____________ _ DNuq1;.w, ~Wod:: :½hf A:'.«: ~'S. 51biz;..v.g; f2!4.r .. y;; ~ClztlOY>- Z..2 ,; • l' . .Su Wg D, AppUiCld llr-----------------118 o; ------------ (PriatNlllllf:} STRUCTURAL CALCULATIONS FOR Nike by La Costa 1905 Calle Barcelona Carlsbad, CA 92009 OCT 1 7 2022 RLG Project Number: 2235.709 Engineer of Record: Randy Burt California PE: 62136 Project Engineer: Crystal Parker Date of Completion: CBC2022-0304 ) J > 1---0 1905 CALLE BARCELONA #126 NIKE; (6,008 SF) STRUCTURAL TENANT IMPROVEMENT 2550120400 10/17/2022 CBC2022-0304 Building Codes & Standards Below are links to the building standards codes used by the City of Carlsbad. View Chapter 18 of the city's municipal code. Additional design data for Carlsbad: • SDC: D • Wind Speed: 85 mph • Exposure: B • Rainfall: 3.3" per hour • Climate Zone: 7 L\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 1905 Calle Barcelona, Carlsbad, CA 92009, USA 33.0721705, -117.267428 106 ft 2022-04-28T19: 12:25.0892 Seismic ASCE7-16 II D-default Basic Parameters Name Value Description Ss 1.056 MCER ground motion (period=0.2s) S1 0.381 MCER ground motion (period=1.0s) SMs 1.267 Site-modified spectral acceleration value SM1 • null Site-modified spectral acceleration value Sos 0.845 Numeric seismic design value at 0.2s SA So1 • null Numeric seismic design value at 1.0s SA * See Section 11 .4.8 •Additional Information Name Value Description SDC • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv • null Site amplification factor at 1.0s CRs 0.891 Coefficient of risk (0.2s) CR1 0.904 Coefficient of risk (1 .0s) PGA 0.466 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PG~ 0.559 Site modified peak ground acceleration Borrego Springs 0 eland Anza-Bo I Forest Dese State F e, GI TL 8 SsRT 1.056 SsUH 1.186 SsD 1.5 S1RT 0.381 S1UH 0.421 S1D 0.6 PGAd 0.551 * See Section 11.4.8 Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1.0s) Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. SEISMIC DESIGN REQUIREMENTS FOR NON STRUCTURAL COMPONENTS -MECHANICAL h F = • § s lbs 8 ft 18 ft 1 from chart below 1------➔ 1.5 from chart below 1------➔ 2 from chart below ,_ _____ .. vertical force = not required to be taken as greater than: F• max = I 959.92,lbs shall not be taken as less than: F• min= 179.9ss!1bs Table 13 .• 1 S.iamk: Coefficlenta for Mechanical •nd Electric.el Component8 MF..CIIANICAI~ ANO ELE(.-rlUCAL COMP0Nt:.N1'S Air-!iidc: HVACR. r.._ :art twwlk.ff.. iur rondi11l-.1ins unio., Cilbln,.1 ~ 11ir diMributtOft t,u,,Cll. and 1Jther n10..+.onk.:.I cr,i,.,...w-.:ntll CfflflNi.."ICd ~ i4'ecc mi;.-U, ftw1q Wet•ude IIVACR, boikn. Al~ 111rno.phcm: 1a11b antJ bm,. i.h,lkn. w111c, hcaltts, hc:M ~xchanecn.. cv.-1on.. gfr KPMllklB. 1non111la..:111rin1 or~ oquipmcm.. and ulhtt n111.•cha"k1I comp.-.,-11!( '--on,:u,-..1-ctl (J(hlih-ddtW'mabtlily "t.i\c"ffid,: Air Ct>Olffli (fin (QtUi). 11i.-.coobl hco& c,11.chan14:f'l', ~u11 uni111. di)' olOtcn. n:-moce mi,Ji:aton an.I <"ht-t mcch:,mk:.al components clcv111ol tMI lntL'Cf31 SU\k:tunil s.«I ur .tk.'C't metal wppc,,u &ii~ l~ p,1n'f)!\,, ~~ t1nd pn."l'i@.U,C Yr~ ... Mlf'Jl'l•tcd \•l ~kitb ..... ,.,,. wit/Im me ~ ... ,.., u( c:.~*T 15 Skin•:.uppo,ted prn.wrc ~td.i nut within the "'"'ltlil!i of Chaf,c,.-r 15 EleYlllOf' .wl e,io:11a...or ieump,lllfflC.• Omm.1on., bnl~ i~ mi•"'-u,m~fom,cn.. •Ill other de\'ull."W Q1.Wnpo1M:fh a.w.rucllc\l u( high-ddoml!tbll"Y 111(tfffl;,,b M(JtOr OOl!trol L'll."nlerl. J'IAltd b(-1s_ .,.wik_it p:111', ln~tlCQWl.i.)n f,:~ wkl uiho,.y 1,.•on1p;1n,:111s L'U~ of~~, IIK1.al rr..111ft1~ Cutnmun.c:wk-1 a,uipm.:111. L'Onlfltl\cnl, iM1rumc.n1.11klfl. !Ind ~•i,rot,. Roof-n-.oun1cd • ..uicb., ~in• :ao1l ek.'\!lncal IOW\..'11" l:.ti.nlly braced hdow 1hcir L'fflkr of ""'-'"1'1 Roof•mountol !ltK k,. cuofo11, anc1 <k..,·uw11.I loYl'Cn hW:er.ally bnoi."ftt •hm~ 1hd r L't'nl« of ma. .... , lJsb,.-,, n.-:1uro Ckher fflC\.."hanical or ckclrkal C(Nllj-.,nctlb VfllRATION·L~)I.ATt.:0 COMPONFNTS ANO 8V~"Tt'.M~"' C~ aid syqc,1~ bobtcd lf!in11 ncoprcnc di:motb 1111d n,cupm1e hol:IICJ 001.W"! with builc•in tW'!ICI~ cb_....,.,k!fk: i,oubhi11J ~ (JI' l'C'iilkol r-,-ri111dn MUP,I Spn111-ii1olatcd COtl'fX>"CN'l and o11y1Ul!n1:M IU1lJ vibtattOl'l·uoblcd flonr11 c~ly tblnl1nal u~ln& klllt•in cw .-..,xr.ite cl!IS40fnc"'-· lriftllbhing dcYK'l"!' or roi!M:ftt p,1."fin1e1a ~ lfltemlllly l,i,[llalcd componcnu llfld <iy,<~•- ~ vib,at....,.Qil.Jlllk:d cquipmi."1111 •N..iu1.in~ in-lmc,: \M't .Jc-¥-.-.., wld ~~ mlll"fflillly l"'>iak)J rort'lll:incn,.,,. DIS1"Rll)trrl0N SVSTt!."18 .... pin, 1n :N.'1:ontancc wilh ASMl!QJI (2001, ?CXJ2. 20UI, .-kl 2010), includlna in-line'-~"'~ whhjolnu nllldcb)' Wl.-tJin;1r1 ""'"• l'ipi1111n a-a~ with ASMli 831. includiflJ in-lineienmpuncntli. a,iNlv.."kd ofh,ah-ot hmit«t-<lctf,mn~lil)' fl\l.tcnn.b, with jou,1-' nude by lhreaHn1. boodins. co,nprcnlun ~plinp. or 1roov..-d l."flUl11illJ." f'ipt"f Md u,1btna RQI m ~"C with ASMe 831, iM:kadina in-line romp.)f!Cffla. o-.tNCk:tl ofhi.,.....rornwhtli1y mai..."nal\, wilh join.ta n.tc by "#'\:kNflJ • bnulna l'lpmJ aml tiabi~ nut 111 ~c. with ASME OJ I. ln.:a...tln, in-lino cu'"poocms• cuna&rul."k'd ofhlaJI• • ltttltk'd-dd'onnahUl1y maeri;da. with joinu millk-by thn:..11.-.. bondina, '-'•~M1 couplinp. cw a,unYCC.I L'OUpli111, l"ipil'IJ afM.I 1!fbln1 Ctlt!SUuctod ol low«formabilhy ~. ~tl(:h • ~ iron. &I....._, and nondnclilil pl.bhc., l~""'(N'k. lncW111 fn,lioJC CO!nponerib. o,o~ ul hi~lslbilit)' ft~ *kh joino fttriJllii:: b)' wck'INl& .,.. hnrin.1 l>wt..-ortt, lndl.klint ln-liftel \.•o•np1nClll'II. a'Wbln.tdcd of hiJh• ot JinUw:d-dd'om,abilily matL-.ials with ;c,ifll:11 tluJc by me:111.11 other lhan .,.·ekltlt5 "" brwJnJ I.NCnn>tL.. l""·hktina in-linu CO!nponcnl', \."fJn~1ed of luw-di.:fbnn:ibality rnaM:ri.1-.. !!UCh u ,~ iron, ,,..,.._ llftd nontl«hle ..... ic, 11.kctncal conc.lutt a.,J cabk tm~ ffll) lluas l'h11nbm• f'ni.-umadc rube ffl\ft!ip(M1 •~ •: ... 21< 1" 2V. ,,. 21-, iv, 2,; ' 2V. 2V. '" • ' 21-1 lV. > 2v. I,> , .. '" ,,. 2½ , .. 2 ,,, "' "' 12 , .. 2v. '" ... '"' ,,. • 2V. 6 "' "' I 2" 2" 2 , .. • ' 13.3 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS IJ.J.J Scl5'nk Df:51Rtl F'on:e 13..l.1.1 Horizon111 •·ortt. The hori-1.0nl:tl Jc.1S,m1C doicn rorcc (F,.) shall ~ appl)C(J at the componcnr's cen1cr or s,avity OtKI distribulod relative to the componcnl's mass distribution and dla.11 be dcw:rmined in act."()f'(fance wilh Eq. ( 13 J.-1 ): r,-0·1t)w, (1 +i¾) OJ.J-1> ,, F,, is noc required to be tDktn .._, ,&ttalcr lhan f',.• l.6$osl,,W,, and P, shall not be lak.ca all less lh.in (IJ.3-2) (13.3-3) whc<c F,. • K'ismk ~i.:,n (on:c; Sm • ~traJ IICCCk:r.uion. sbon period, IWii dc.1.em1incd from Secfion 11.4.5; up• compoocnl ampU&-abun facllOr dw varies fiurn 1.00 IO 2.50 (te:IC'ct appmpria1c Y.tilue from T~ 13.5-1 or 13.6-1): t,. .,.component lmportanoe Fact0rtha1 vwies from 1.0010 I.SO (sec Section 13.t.J): W,. • component opcruina ~ighr; R, • componcnc raponse moditkntion factor th.1l varies from 1.00 10 12 (sel«:t :1~ wlue rrom Table 13.$-1 or 13.6--1); :. • twight in SUU...""1WI! of point of :au.1adunm1 of CUftlJJOOCl1' 'A-Ith teSpCCt IO the~ For iliCl't'll • or betow Che ba.or,ie,, z !oh:111 he taken~ 0. The val~ o/ :/h need not exceed 1.0! and h = avenge roof hcicf'lt of aructun: wilh rcspe,et to the t>Me. TI~ovc.-s.trcngth factor. Oo,. in Table 13.5-1 aod Table 13.6--1. ls •$>PIW:able only to ~ of componcnu to concrc1e aod INl-'IOnl')' whtff required by S«1ion 13.-4.2 or the stantJrud, rct'creoccd lhctcl" and .t\a.U be applied in ..x~c: whh Section 12A.J. The redundancy fiactor, p • ._ pc:rmined 1n be taken as equal 10 I, and dte O\'ustttn&th focton in T1.1blc I U ~ I nu-d noc app4y F11 lhall be ap~icd iodc:pendcntly in at~ two Of1hopmal horll'.om.;d diA:ICtiort. tn combination wilh setvlCC ur opmlling lwds ~ed with t~ componcn,. a.,i llppropriiate. For vertically cantilevered ayuems. ho•·ever. F, s.haJl be -- "1,ncd tu .cc in any horizonuil direction. 13.3..l.2 VertkalFottt. Thccomponc:ncshallbcdcsiancdfora COftCWff.OI vertical fortt ±0.lSosWr R,.,i:C£PTJON: TI.e COOCU:n'enl vcnk:al '-ffi,mic: fo,ce 1ileeld noc be considcm:I fOI' lay ln acceu noor panels and lay•ffl ccilina poncl, Atkore Unlstrut CONVERSION FACTORS FoR B EAMS WITH VAR1ous STATIC LOADING CONDITIONS All Beam Load tables are for single-span (simple) beams supported at the ends.These can be used in the majority of the cases. However, there are times when it is necessary to know what happens with other loading and support cond itions. Some common arrangements are shown below. Simp ly multiply the values from the Beam Load tables by factors given below Load and Support Load Deflection Condition Factor Factor 1. Simple Beam, i:zzzz~~~~zzzzz:t 1.00 1.00 Uniform Load 2. Simple Beam, t .50 .80 Concentrated Load at Center f t 3. Simple Beam, t t 1.00 1.10 Two Equal Concentrated Loadcs at 1/4 pts f t 4. Beam Fixed at Both Ends, ~zzzzzzzzzzzzzzz~ 1.50 .30 Uniform Load 5. Beam Fixed at Both Ends, ~ t ~ 1.00 .40 Concentrated Load at Center 6. Cantilever Beam, ~zzzzzzzzzzzzzz~ .25 2.40 Uniform Load 7. Cantilever Beam, ~ t .12 3.20 Concentrated Load at End 8. Continuous Beam, Two Equal Spans, f zzzz;P~~zzzz~ 1.30 .92 Uniform Load on One Span -f SPAN 9. Continuous Beam, Two Equal Spans, fzzzzzzzzzzzz1zzzzzzzzzzzl 1.00 .42 Uniform Load on Both Ends 10. Continuous Beam, Two Equal Spans, Concentrated Load at Center of One Span ' 11. Continuous Beam, Two Equal Spans, Concentrated Load at Center of Each Span f EXAMPLE I: Determine load and deflection of a P 1000 beam continuous over one lzzzzzz1 5'. o· 5' -o· support and loaded uniformly on one span. SOLUTION: A. From load table for P1000 on page 25 load for a 5'-0" span is 680# and deflection is .35". 8 . Multiply by factors from Table above. Load = 680# x 1.30 = 884# Deflection = .35" x .92 = .32" • • t ' t .62 I t t .67 EXAMPLE II Determine load and deflection of a P 5500 cantilever beam with a concentrated load on the end. SOLUTION: .71 .48 H-3•.o· A. From load table PSSOO on page 58 load for a 3'-0" span is 2180# and deflection is .09". B. Multiply by factors from Table above. Load= 2180# x .12 = 262# Deflection = .09" x 3.20 = .29" iiii•MH®Wid-Ui·iirhf§&&GM,ii,i•I Channel Selection Atkore Unistrut CHANNEL SELECTION CHART Channel Dimensions Material & Thickness Hole Pattern Stvles u [JJ I I I I I I I Stainless Width Heiaht Steel Steel Alum. Channel ln(mm) ln(mm) aauae aauae ln(mm) PlOO0 lY, {41.3) lY, {41.3) 12ga 12 ga 0.109 (2.8) P1100 1¥o {41.3) 1¼ {41 3) 14 ga 14 ga - P2000 1¥o (41.3) 1¼ {41.3) 16 ga -- P3000 1¼ {41.3) 1¾ (34.9) 12qa -- P3300 1¥o (413) ¼ (222) 12 ga 12 ga - P4000 1¥o (41.3} ,y,, (20.6) 16ga 16ga 0.076 (2.0) P4100 11/, {41,3) ,y,, (20.6) 14 ga -- P4400 1¥o (413) 1 (25.4) 12 ga -- P4520 1¼ (41.3) %(20.6) 12 ga -- PSOOO 1¼ {41.3} 3¼ (82.6) 12 qa 12 qa - PSSOO 1¼ {41.3} 21/,, (61.9) 12 ga -0.109 (2.8) CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH Area Weight I s Allow. Moment Channel 1112 (cm') lbs/ft (kglm) In' (cm') ln'(cm') In-lbs (N-m) P5001 1.793 6.10 6.227 1.916 48,180 11.57 9.1 259.2 31.4 5,440 P1004A 1.965 6.68 4.068 1.669 41,980 1268 99 1693 27.4 4,740 P5501 1.452 4.94 2.805 1.151 28.940 9.37 7.3 116.8 18 9 3,270 P1001C41 2.221 7.55 1.856 1.142 28,720 14,33 11.2 77.2 18.l 3,250 PSOOO 0.897 3.05 1.098 0.627 15,770 5.78 4.5 45.l 10 3 1,780 P1001 1.111 3.78 0.928 0.571 14,360 7.16 5.6 38.6 9.4 1,620 P1101 0.835 2.84 0.733 0.451 11,340 5.39 4.i 30.5 7.4 1.280 P3001 1.000 3.40 0.591 0.430 10,810 6.45 5.1 24.6 7.0 1.220 P5500 0.726 2.47 0.522 0.390 9,820 4.68 3.7 21 7 6.4 1. 110 P2001 0.684 2.32 0.618 0.381 9,570 4.41 3.5 25.7 6.2 1.080 P9200 0.489 2.23 0.279 0.297 7,480 3. 16 3.3 11.6 49 850 P4401 0.849 5.77 0.26 0.26 6.410 5.48 85 10.6 4.2 725 A1001 0.609 2.07 0.302 0.242 6,070 3.93 3.1 12.6 4.0 690 P9000 0.387 1.88 0.166 0.205 5.150 2.50 28 6.9 3.4 580 PlOOO 0.555 1.89 0.185 0.202 5,070 3.58 2.8 7.7 3.3 570 P3301 0.790 2.69 0.176 0.201 5,060 5.10 1.0 7.3 3.3 510 P4521 0.77 2.62 0.15 0.18 4,538 4.97 3.9 6.1 2.9 513 Combinations not shown in catalog are available on special order. Consult ractory ror more details. HS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IRiZle,11,l·Mi4,,_ .. t ............ " ..... -- T WT KO SL DS H3 Steel Onlv ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -- ■ ■ ■ ■ -- ■ ■ ■ ■ -- ■ ■ -■ -- ■ ■ -■ -- ■ ■ -■ -- ■ ■ -■ -- ■ ■ -■ -- ■ ■ ■ ■ -- ■ ■ ■ ■ -- Area Weight I s Allow. Moment Channel 1112 (cm') lbs/ft (kglm) In' (cm') ln1(cm') In-lbs (N•m) PllOO 0.418 1.42 0.145 0.162 4,060 2.69 2.1 6.0 2.6 460 P3000 0.500 1.70 0.120 0.153 3,850 323 2.5 5.0 2.5 430 P4101 0.579 1.97 0.117 0.143 3,610 3.74 29 49 2.4 410 P2000 0.342 1.16 0.125 0.140 3,520 2.21 1.7 5.2 2.3 400 P4001 0.478 1.66 0.104 0.128 3,210 314 2.5 4.3 2.1 360 A3301 0.459 1.56 0.077 0.103 2,590 296 23 3.2 1.7 290 P4400 0.424 2.89 0.053 0.092 2.300 2.74 4.3 2.2 1.5 260 AlOOO 0.305 1.04 0.061 0.086 2,170 196 1.5 25 1.4 250 P3300 0.395 1.34 0.037 0.072 1,800 255 2.0 15 1.2 200 P4520 0.384 1.31 0.031 0.064 1,615 2.48 1.9 1.3 1.0 183 A4001 0.264 0.90 0.037 0.058 1,470 110 1.3 15 1.0 110 P6001 0.213 0.73 0.045 0,055 1,400 1.38 1 I 19 09 160 P4100 0.290 0,98 0.026 0.054 1,360 1.87 1.5 1, 1 09 150 P4000 0.244 0.83 0.023 0.049 1,230 1.57 1.2 0.9 0.8 140 A3300 0.230 0.78 0.017 0.038 950 1 48 1.2 07 06 110 P6000 0.107 0.36 0.009 0.020 510 0.69 0.5 0.4 0.3 60 P7001 0.148 0.50 0.007 0.0,8 460 0.96 0.8 0.3 0.3 50 P7000 0.074 0.25 0.002 0.007 170 048 0.4 0.1 0.1 20 • I I I I I I Atkore Unistrut P1000® P1001 f-1¾'-J f! 3 ¼'•-11-•l--1 L r 41.3 -i f! 82.6 ......... 1--, L [i) DF GR HG PG pq Wt/HJO Ft:189 Lbs (281 kg/100 m) Allowable Moment 5.070 In-Lbs (570 N·m) 12 Gauge Nominal Thickness .105' (2.7mm) M OF GR HG PG PLI Wt/1()() Ft: 378 Lbs (562 kg/100 m) Allowable Moment 14,360 In-Lbs (1,620 N·m) 12 Gauge Nominal Thickness .105' (2 7mm) P1000 OS P1000 H3 [jij GR HG PG PL P1000 HS liJ GR HG PG PL P1000 KO 00 GRPG I Siols .... 2 ,,,,. (69.9) x 111· (22.2) 31h'(88.9)on~ 'I. (19~1) Pipe Clamps can be Mounted on llcch Sides 111· (22.2) Knod<°"5 6"(1524)onC'"'"' Wt/100 Ft: 173 Lbs (257 kg/100 m) Wt/100 Ft: 175 Lbs (260 kg/100 m) Wt/100 Ft 190 Lbs (283 kg/100 m) Wt/100 Ft:185 Lbs (275 kg/100 m) P1000 SL [i) GR HG PG PL P1000 T rij OF GR HG PG pQ .:...P.:..:10:..::0..:..0 .:..:WT:...:.._ __ ..,lili...,_D_F _G_R _H_G_P_G_P_.LI Wt/100 Ft: 185 Lbs (275 kg/100 m) CHANNEL NuTs (REFER ro PAGcs 73,74 FOR DETA11.s) ' P1006-0832 P1006-1024 P1006-1420 P1007 P1008 P1009 P1010 P1008T P1006T1420 P1010T 1 3t,s· (30.2) Wt/100 Ft: 185 Lbs (275 kg/100 m) T P1024 P1012S P10 23S P1012 ~ P1023 P1024S Wt/100 Ft: 185 Lbs (275 kg/100 m) P3006-0832 P3006-1024 P3006-1420 P3007 P3008 P3009 P3010 [i) See PAGE 731 74 j P3016-0632 P3016-0832 P3016-1024 P3016-1420 Channel Finishes: OF, Pl, GR, HG, PG, ZD: Standard Lengths: 10' & 20' ■ [i'ICoRE PROOUCTS • TYPICALLY AVAILABLE FROM SrocKl _____ e .. -t4i6iuh,l·Mi411i P1000 & P1001 Channels P1000 • BEAM LOADING Defl. at Uniform Loading at Deflection Max. Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 36 1.130 0.13 1,130 1.130 900 48 850 0.22 850 760 500 60 680 0.35 650 480 320 72 560 0.50 450 340 220 84 480 0.68 330 250 160 96 420 0.89 250 190 130 108 380 1.14 200 150 100 120 340 1.40 160 120 80 144 280 2.00 110 80 60 168 240 2.72 80 60 40 192 210 3.55 60 50 NR 216 190 4.58 50 40 NR 240 170 5.62 40 NR NR P1000 • COLUMN LOADING Max. Allowable Maximum Column Load Applied at C.G. Unbraced Load at Height Slot Face K = 0.65 K =0.80 K =1.0 K =1.2 In lbs Lbs Lbs Lbs lbs 24 3.550 10.740 9.890 8.770 7,740 36 3,190 8,910 7.740 6,390 5,310 48 2.770 7,260 6.010 4.690 3,800 60 2.380 5,910 4.690 3,630 2.960 72 2.080 4.840 3,800 2,960 2.400 84 1,860 4,040 3,200 2,480 1,980 96 1,670 3,480 2.750 2,110 1,660 108 1,510 3,050 2,400 1.810 .. 120 1.380 2,700 2.110 .. .. 144 1,150 2,180 1,660 .. .. P1000/P1001 • ELEMENTS OF SECTION Parameter P1000 P1001 Area of Section 0.555 In' 1.111 In' Axis 1·1 Moment of Inertia (I) 0.185 In' 0.928 In' Section Modulus (S) 0.202 ln3 0.571 ln3 Radius ol Gyration (r) 0.577 In 0.914 In Axis 2·2 Moment of Inertia (I) 0.236 In' 0.471 In' Section Modulus (S) 0.290 ln3 0.580 ln3 Radius of Gyration (r) 0.651 In 0.651 In l t41ii,,11,i•A¼i4,, __ ; ... £ ..... ,,__ __ Atkore Unistrut P1001 • BEAM LOADING Deft.at Uniform Loading at Deflection Max. Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs 24 3.500· 0.02 3.500' 3,500' 3.500' 36 3,190 0.07 3,190 3,190 3,190 48 2.390 0.13 2.390 2,390 2,390 60 1.910 0.20 1.910 1.910 1,620 72 1,600 0.28 1.600 1.600 1,130 84 1.370 0.39 1.370 1,240 830 96 1,200 0.51 1.200 950 630 108 1.060 0.64 1,000 750 500 120 960 0.79 810 610 410 144 800 1.14 560 420 280 168 680 1.53 410 310 210 192 600 2.02 320 240 160 216 530 2.54 250 190 130 240 480 3.16 200 150 100 P1001 • COLUMN LOADING Max. Allowable Maximum Column Load Applied at C.G. Unbraced Load Height at Slot Face In Lbs 24 6,430 36 6,290 48 6,160 60 6,000 72 5,620 84 5,170 96 4,690 108 4,170 120 3,690 144 2,930 Notes: • Load limited by spot weld shear. .. KVr > 200 NR = Not Recommended. K = 0.65 Lbs 24,280 22.810 21,410 20.210 18,970 16.950 14,890 12,850 10,900 7,630 K = 0.80 K =1.0 K = 1.2 Lbs Lbs Lbs 23,610 22,700 21,820 21,820 20,650 19,670 20,300 18,670 16,160 18,670 15,520 12,390 16,160 12,390 8,950 13,630 9,470 6.580 11,190 7,250 5,040 8,950 5,730 3,980 7,250 4,640 .. 5,040 .. .. 1. Beam loads are given in l2Ja1 uniform load (W Lbs) not uniform load (w lbs/ft or w lbs/in). 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 for reduction factors for unbraced lengths. 3. For pierced channel, multiply beam loads by the following factor: "KO" Series ....... 95% "T" Series .......... 85% "HS" Series ....... 90% "SL" Series ........ 85% "HJ" Series ........ 90% "OS" Series ........ 70% "WT" Series ....... 85% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads. multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1 • 1. a I I I - I I I Atkore Unistrut Channel Nuts With Spring i i P1006 • P1010 P1012S-P1024S Pg 73 Pg 73 Channel Nuts Without Spring ~ ~ ~ P3016 P3006 • P3013 P1012 • P1024 Pg 73 Pg 73 Pg 73 Hardware i ' f HHCS HFMS HRMS Pg 74 Pg 74 Pg 74 @) ~ HLKW HOCW HTHR Pg 75 Pg 76 Pg 75 MAXIMUM ALLOWABLE PULL-OUT A ND SLIP LOADS Channel Allowable Nut Pull-Out Resistance Size-Strength to Slip Channel Thread Gauge Lbs (kN) Lbs (kN) ½'-9 12 2,500 1,700 11.12 7 56 ¾' -10 12 2,500 1,700 11.12 7.56 ¼" -11 12 2,500 1,500 11.12 6.67 P1000 2,000 1,500 P3000 ½" -13 12 P4400 8.90 6.67 P4526 1,400 1,000 PSOO0 1/is" · 14 12 6.23 4.45 P5500 1/a"-16 12 1,000 800 4.45 356 Yis' · 18 12 800 500 3.56 2.22 ¼" • 20 12 600 300 2.67 1.33 ½"-13 12 1,500 1,500 6.67 6.67 ¼'-16 12 1,000 800 4.45 3 56 P3300 800 500 3/\s" · 18 12 3.56 2.22 ¼' · 20 12 600 300 2.67 133 a ~ i t P4006 • P4010 P5506 • P5510 P2378 • P2382 Pg 73 Pg 73 Pg74 ~ • <> ~ P4012 • P4023 P1006T • P1010T, P4010T P4908 P1016 Pg 73 Pg 73 Pg 73 Pg 73 I ' ~ @ @ HSHS HCSS HSON HHXN HFLW Pg 74 Pg 74 Pg 75 Pg 75 Pg75 ~ 16}) fj. ~ HRCN P2486 P2485 P2485K K1062 • K1064 Pg 75 Pg 76 Pg 76 Pg 76 Pg 76 Channel Allowable Torque Ft-Lbs Nut Pull-Out Resistance Torque Size-Strength to Slip Ft-Lbs (N-m) Channel Thread Gauge Lbs (kN} Lbs (kN) (N-m) '125 170 ½"-13 14 1,400 1,000 50 6.23 4.45 70 '125 170 ·100 135 Ya" -16 14 1,000 750 19 P1100 4.45 3 34 25 & 800 400 11 P4100 3/\s" · 18 14 3.56 1.78 15 50 70 ¼" · 20 14 600 300 6 2.67 1.33 8 35 50 ½"-13 16 1,000 1,000 50 4.45 4 54 70 19 25 11 15 Ye"· 16 16 1,000 750 19 P2000 4.45 3 34 25 & 800 400 11 P4000 1/,s"-18 16 3 56 1 78 15 6 8 ¼" · 20 16 600 300 6 2.67 1.33 8 50 • May require¼" or ½" thick fitting. 70 Nut design loads include a minimum sarety ractor of 3. 19 25 Note: Refer to the Channel Nut Selection Chart on the following two pages ror the part number. 11 15 6 8 ~--........... ~ ... i-t4Ul11h,l·iMM11i I I I Atkore Unistrut SLOT ADAPTER TM Part No. HOCW025 HOCW037 Bolt Size ¼" (6 4) r.· (9.5) EG WV100 pcs lbs (k ) 1 (05} 1.5 (0.7) P2486 SEISMIC ROD STIFFENER lilToJ P2485K P2486. Threaded Rod 3/a" -5/e" PlOOO Rod Stiffener WV100 pcs: 16 Lbs (7.3 kg) SEISMIC CRADLE CLIP ASSEMBLY 3/8'x 1' HHCS Kw1K W ASHER TM Part No. K1062 K1063 K1064 P2485 CRADLE Cup Cradle clip only, order other items seperately. Size In (mm} ¼" (6 4) Ya" (9 5) Yi" (12 7) EG Overhead installation with one hand. Available in zinc plated and hot dip galvanized Load WV100 pcs lbs (kN) lbs (lrg) 250 (1 11) 1.2 (0.5} 610 (2.71) 2.6 (1.2) 1,130 (5.03) 9.3 (4.2} P248S C,adlc Clip PlOOOT eaded Rod ry,• P3008N'" l!l.ill • Hex Head CapSaew P1000 Channel , Lateral Brace P1000 Channel Trans verse Brace WVl 00 pcs: 3.0 Lbs (1.4 kg) P2485 & P2486 -SPACING CHART Root Radius or Design Rod Size Area Gyration load ln(mm) ln2 (mm2} ln(mm) Lbs (lrN) Ya 0.068 0.074 730 9.5 49.5 1.99 3.25 ½ 0.126 0.100 1,350 12.7 72.4 2.40 601 Ya 0.202 0.127 2,160 15.9 138.3 332 9.61 ............ Rod Stiffener Clip Spacing (L) ...•.•...... Rod Stress Rod Stress Rod Stress Rod Stress @100% @75% @50% @35% 10,700 PSI 8,025 PSI 5,350 PSI 3,745 PSI ln{mm) In (mm) ln(mm) In (mm) 9 11 13 15 228.6 279.4 330.2 381.0 12 14 17 21 304.8 355.6 4318 533.4 15 18 22 26 381.0 457.2 5588 660.4 Notes: 1. Mini,oom Tensile Stress is 50,000 psi (345MPa) 2. WOfking Stress is 10,700 psi (73.9 MPa) - Same as for Tension 3. Compression Will Only Occur During a Seismic Event 4. Compression Requires the Use of Rod Stiffeners 5. KUr a 200 When Rod Stress is at 35% Reier to seismic bracing systems catalog ror more detailed information. ■-r::::;:::=======:;:::==::::;:========::::;------_-_-_-_ -_ -_ -_ -_~ ..... :.ii!-t4Vloh,l·Mi411i -(ijCoRE PRODUCTS• TYPICALLY AVAILABLE FROM STOCK! ~ -·- I I I Atkore Unistrut Flat Plate Fittings P1062-Pg 81 P1959-Pg 81 P2862-Pg 81 P1065-Pg 81 P1924-Pg 81 P2325-Pg 81 P2324-Pg 81 P1066-Pg 81 P1925-Pg 81 P1067-Pg 81 P2079-Pg 81 P1941-Pg 81 P1Q36.Pg 81 ~~~~ ~~~'1V P1380A-Pg 81 P1334-Pg 81 P1380-Pg 81 P1873-Pg 82 P1031-Pg 82 P1028-Pg 82 P1356-Pg 82 P1358-Pg 82 P1726-Pg 82 P1953-Pg 82 P1950-Pg 82 P1962-Pg 82 Angle Fittings P2626-Pg82 P1026-Pg82 P1723-Pg82 P1068-Pg82 P1281-Pg 82 P1315-Pg82 P1458-Pg82 P1538A-Pg83 P1750-Pg83 P1498-Pg83 P1747-Pg83 P1326-Pg83 P1821-Pg83 P1346-Pg 83 P1325-Pg 83 P1822-Pg 83 P1823-Pg 83 P1033-Pg 83 P1037-Pg 83 P1038-Pg 83 P1034-Pg 83 P1029-Pg 84 P1035-Pg 84 P12ro-Pg 84 P1291-Pg 84 P1357-Pg 84 P1359-Pg 84 P1381-Pg 84 P1382-Pg 84 P1934-Pg 84 P1713-Pg 84 P1579-Pg 84 P1727-Pg 84 P1728-Pg 84 P2235-Pg 84 P1956-Pg 84 P1957-Pg 84 "Z" Shape Fittings P2484-Pg 85 P2484W-Pg 85 P1130-Pg 85 P1546-Pg 85 P2101-Pg 85 P1186-Pg 85 P2260-Pg 85 P1045-Pg 86 P1347-Pg 86 P1453-Pg 86 P1454-Pg 86 P1479A-Pg 86 P1730-Pg 86 P1734-Pg 86 P1736-Pg 86 P2360-Pg 86 P5560-Pg 86 P3045-Pg 86 P3345, P612-Pg 86 P4045-Pg 86 P5545-Pg 86 P2469-Pg 86 "U" Shape Fittings P2800-Pg 87 P1320-Pg 87 P1363A-Pg 87 P1376-Pg 87 P4376-Pg 87 P1376A-Pg 87 P4376A-Pg 87 P1377-Pg 87 P1047-Pg 87 P3047, P976-Pg 87 P4047-Pg 87 P1455-Pg 87 P5547-Pg 87 P1383-Pg 88 P1732-Pg 88 P2237-Pg 88 P5543-Pg 88 P1048-Pg 88 P1043A-Pg 88 P1737-Pg 88 P2473-Pg 88 P4043-Pg 88 P1044-Pg 88 P1973-Pg 88 P2326-Pg 88 P2328-Pg 88 P2329-Pg 88 ■ _____ ......... , .. -t4Vl11hei·M¼M11i General Fittings Pictorial Index Atkore Unistrut Wing Shape Fittings P1046A-Pg 88 P2341-Pg 89 P2472-Pg 89 P2343-Pg 89 P2223-Pg 89 P2224-Pg 89 P2225-Pg 89 P2227-Pg 89 P2228-Pg 89 P2229-Pg 89 P2345-Pg 89 ■ PostBases P2346-Pg 89 P2347-Pg 89 P2344-Pg 89 P2226-Pg 89 P2230-Pg 89 P2245-Pg 89 P2348-Pg 90 P1887-Pg 90 P2453-Pg 90 P2941-Pg 90 P2072-Pg 90 Brackets and Brace Fittings P2072A-Pg 90 P2073-Pg90 P2073A-Pg 90 P1769-Pg 90 Pl771-Pg90 Pl773-Pg91 P1775-Pg 91 P1777-Pg 91 P1075-Pg 91 P1593-Pg 91 P2491-Pg 91 ~ [h P2494-Pg 92 P2500-Pg 92 P2547-Pg 91 P2944-Pg 92 P2542-Pg 92 P2231-Pg 93 P2233-Pg 93 P2513-Pg 93 P2231A-Pg 93 P2233A-Pg 93 Beam Clamps f'~Jb t AQ £S P2513A-Pg 93 P2452-Pg 94 P2458-Pg 94 P2459-Pg 94 P2815-Pg 94 P2815D-Pg 94 P2897-Pg 95 P2784-Pg 95 PFl2-Pg 95 P2675-Pg 95 P2898-Pg 96 ~ ~ ~ • cs ra ~ ~~ P2899-Pg 96 P2676-Pg 96 P1640-Pg 97 P2682-Pg 96 P2677-Pg 96 P2674-Pg 97 P2679-Pg 96 P1648S-Pg 97 P2398S-Pg 97 P1654A-Pg 97 P1271S-Pg 98 P1796S-Pg 98 P2785-Pg 98 P2786-Pg 98 P2787-Pg 98 P2824-Pg 98 P2867-Pg 98 P2867A-Pg 98 P2867B-Pg 98 P2868-Pg 99 P2868A-Pg 99 P28688-Pg 99 P2893-Pg 99 P2894-Pg 99 P2895-Pg99 P2896-Pg 99 P1386-Pg 100 P1379S-Pg 100 P1272S-Pg 100 P3087-Pg 100 P3088-Pg 100 Trolley Assemblies Special Applications Fittings PLF9037-Pg 101 P2749-Pg 102 P2750-Pg 102 P2751-Pg 102 P2949-Pg 102 P2950-Pg 102 P1834-Pg 102 P1834A-Pg 102 Pl843-Pg 104 P1354A-Pg 104 P1354-Pg 104 P1201-Pg 103 Seismic Retrofit Fittings P2354-Pg 103 P1204-Pg 103 P2655-Pg 103 P194◄-Pg 103 P2470-Pg 103 P2454-Pg 103 SPF 100-Pg 104 SPF 200-Pg 104 SPF 300-Pg 105 SPF 400-Pg 105 LS 410-Pg 106 LSSOO-Pg 106 INIUi11h,i·Mi411-t · ■ I I II Atkore Unistrut DESIGN LOAD DATA FOR TYPICAL UNISTRUT CHANNEL CONNECTIONS 90' Fittings (When used in position shown) Channel Thickness Channel Thickness Load-P1026 12 ga. 14 ga. 16ga. Load-P2484 12 aa. 14 aa. 16aa. Lbs 1,500 1,000 750 Lbs 3,000 2,000 1,500 I ~:J kN 6.67 4.45 3.34 ~ kN 13.34 8.90 6.67 ,e Channel Thickness Channel Thickness Load-P1026 12aa. 14 aa. 16 aa. Load-P1068 12aa. 14 aa. 16aa. Lbs 1,000 650 500 Lbs 500 500 500 w~o~ kN 4 45 2.89 2.22 l," kN 2.22 2.22 2.22 Channel Thickness Channel Thickness Load -P1325, P2235 12ga. 14 ga. 16ga. Load-P1326 12ga. 14 ga. 16ga. Lbs 2,000 2,000 1,500 Lbs 500 500 500 [fA!j kN 8.90 8.90 6.67 ~AO kN 2.22 2.22 2.22 Channel Thickness Channel Thickness Load -P1458, P1579 12!13, 14 !13, 16 !13, Load-P1346 12 !13. 14ga. 16 !13, Lbs 1,500 1,000 1,000 Lbs 1,200 1,200 1,000 rf kN 6.67 4.45 4.45 kN 5.34 5.34 4.45 ~ . I LOAD Channel Thickness Channel Thickness Load -P1346 12aa. 14 aa. 16aa. Load-P1065 12 !13, 14 ga. 16ga. Lbs 2,000 1,500 900 Lbs 1,000 800 600 [F kN 8.90 6.67 4.00 kN 4.45 3.56 267 LOAD I -~ I I I Note: (1) Both ends of beams supported. (2) Load data is based on P1O1O nut and Y," bolt. (3) Safety factor = 2Y2 based on ultimate strength or connection. -1-. NiZl11h,i·M¼M11i _Atkore Unistrut ·-·-·-MENU Q. Search Home I Products / 1-5/8" Metal Framing / General Fittings / Angular Fittings / P1354 P1354 -Adjustable 4-Hole Hinge Part No. P1354 P1354 DESIGN LOADS Finish EG GR + Add to Project r., Download "' Resources r., Download "' Cut Sheet Product Weight/ Piece (lbs) 1.09 1.09 Tension Tension P1843 & PJ 843W Pl 354 & Pl 354W PIN Angl.e Ave. Ultimate Tension (lbs) Design Tension Load (lbs) P1843 oo 4,700 1,500 45° 4,300 1,400 P1354 oo 4,800 1,600 45° 4,400 1,400 P1843W oo 10,000 1,500 45° 7,000 1,500 P1354W oo 11 ,600 3,000 45° 7,100 2,300 Notes: 1. Design loads only apply to UNISTRUT brand products. Look for "UNISTRUT" on the part. 2. Design loads are based on static testing with a Safety Factor = 3.0 to the ultimate strength of connection. 3. 1/2" Unistrut Channel Nut and Cap Screw torqued to 50 ft-lbs required for installation. 4. Some design loads limited to 1,500 lbs for Slip Load of Channel Nuts. 5. The "W" in the part number designates that the hinge has welds to increase strength. GENERAL SPECIFICATIONS MATERIALS & FINISHES Related Resources Videos • Unistrut Installation Demonstration CAD Files -Atkore Unistrut ■-■-■- MENU Q. Search Home I Products / 1-5/8" Metal Framing / Brackets & Braces I P1593 P1593 -Bracket 7 ½" (191) 4 %" (117) 4 ¾" (121) Part No. P1593 P1593 DESIGN LOADS + Add to Project r., Download ,1. Resources r., Download ,1. CutSheet Finish ' Product Weight/ Piece (lbs) GENERAL SPECIFICATIONS Standard Dimensions ( Unless Shown Otherwise on Drawing): • Hole Diameter: 9 /16" (14mm) • Hole Spacing (From End): 13/16" (21mm) • Hole Spacing (On-Center): 17 / 8" ( 48mm) • Width: 15/8" (41mm) • Thickness: • 1/ 4" (6.4mm) with steel meeting or exceeding ASTM A1011 SS GR 33, or • 0.220" (5.6mm) with steel meeting or exceeding ASTM A1011 HSLAS GR 45 Note: y P-x -0.233 k/ft I I I I I l16xJ I I I .I t N9 -0.233 k/ft I I_, I I I I I l.21xJ I I r I I I L -0.233 k/ft i, I_,o r r I I I J;24X111 I r I r I I L Loads: BLC 1, DL I <Licensed Company> SK-1 cparl<er May 02, 2022 y P-x -0.581 k/ft -0.58 I l I I I ~16XJ I I I .I l, N9 -0.581 k/ft I I_, I I I I I lv21xJ I I I I I I 1. -0.581 k/ft 1, I I I N10 I I I i24x1l1 I I I I I I L Loads: BLC 2, LL I <Licensed Company> SK-2 cparker May 02, 2022 y P-x -0.2 k W16X26 iN9 AJ3 ~1 -0.2 k -0.5 k W21X57 ~5 NB ~4 ~, W24X131 ~7 N1 0 .QN6 by inspection lateral loading to beam from brace is negligible for existing beams Loads: BLC 3, Unit I <Licensed Company> SK-3 cparker May 02, 2022 IIIRISA A NEMETSCHEK COMPANY Company : <Licensed Company> Designer : cparker Job Number Model Name : Node Coordinates Label X lftl y [ft] z [ft] 1 N1 0 0 0 2 N3 -18.5 0 0 3 N4 0 0 15 4 N5 -26.667 0 15 5 N6 0 0 30 6 N7 -26.667 0 30 7 N8 -24.834 0 15 8 N9 -2 0 0 9 N10 -24.834 0 30 Node Boundary Conditions Node Label X fk/inl 1 N1 Reaction 2 N6 Reaction 3 N3 Reaction 4 N7 Reaction 5 N4 Reaction 6 N5 Reaction Hot Rolled Steel Properties Label E fksil G fksil Nu Therm. Coeff. r1e•°F-1l 1 A992 29000 11154 0.3 0.65 2 A36 Gr.36 29000 11154 0.3 0.65 3 A572 Gr.50 29000 11154 0.3 0.65 4 A500 Gr.B RND 29000 11154 0.3 0.65 5 A500 Gr.B RECT 29000 11154 0.3 0.65 6 A500 Gr.C RND 29000 11154 0.3 0.65 7 A500 Gr.C RECT 29000 11154 0.3 0.65 8 A53 Gr.B 29000 11154 0.3 0.65 9 A1085 29000 11154 0.3 0.65 10 A913 Gr.65 29000 11154 0.3 0.65 Member Distributed Loads (BLC 1 : DLJ 5/2/2022 7:50:30 PM Checked By : ___ _ Detach From Diaohraom Y fk/inl Z fk/inl Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Density [k/ft31 Yield fksil Rv Fu fksil Rt 0.49 50 1.1 65 1.1 0.49 36 1.5 58 1.2 0.49 50 1.1 65 1.1 0.527 42 1.4 58 1.3 0.527 46 1.4 58 1.3 0.527 46 1.4 62 1.3 0.527 50 1.4 62 1.3 0.49 35 1.6 60 1.2 0.49 50 1.4 65 1.3 0.49 65 1.1 80 1.1 Member Label Direction Start Maanitude fk/ft F ksf k-ftlft End Maanitude fk/ft F ksf, k-ftlft Start Location f(ft o/ol End Location f(ft %) 1 M1 y -0.233 -0.233 0 %100 2 M2 y -0.233 -0.233 0 %100 3 M3 y -0.233 -0.233 0 %100 Member Distributed Loads (BLC 2 : LLJ Member Label Direction Start Maanitude lk/ft F ksf, k-ftlft End Magnitude lk/ft F ksf k-ftlft Start Location l(ft o/ol End Location llft, % \ 1 M1 y -0.581 -0.581 0 %100 2 M2 y -0.581 -0.581 0 %100 3 M3 y -0.581 -0.581 0 %100 Node Loads and Enforced Displacements (BLC 3: Unit) Node Label L D, M Direction 1 N9 L Y -0.2 2 N8 L Y -0.2 RISA-3D Version 20 I I Page 1 IIIRISA A NEMETSCHEK COMPANY Company : <Licensed Company> Designer : cparker Job Number Model Name : 5/2/2022 7:50:30 PM Checked By : ___ _ Node Loads and Enforced Displacements (BLC 3 : Unit} (Continued} Node Label L, D, M Direction Ma k*s2/ft k*s2*ft 3 N10 L Y Basic Load Cases BLC Description Cateoorv Y Gravitv Nodal Distributed 1 DL DL -1 3 2 LL LL 3 3 Unit None 3 Load Combinations Solve P-Delta BLC Factor BLC Factor BLC Factor Yes y DL 1 LL 1 3 1 Load Combination Design Service Hot Rolled Cold Formed Wood Concrete Mason Aluminum Stainless Connection Yes Yes Yes Yes Yes Yes Yes Yes Node Reactions LC Node Label X rkl Y rkl Z rkl MX [k-ft] MY [k-ft] MZ rk-ftl 1 1 N1 0 7.95 0 0 0 0 2 1 N6 0 12.639 0 0 0 0 3 1 N3 0 7.794 0 0 0 0 4 1 N7 0 13.07 0 0 0 0 5 1 N4 0 11.625 0 0 0 0 6 1 N5 0 11.797 0 0 0 0 7 1 N9 NC NC NC LOCKED NC NC 8 1 N10 NC NC NC LOCKED NC NC 9 1 NB NC NC NC LOCKED NC NC 10 1 Totals: 0 64.877 0 11 1 COG 1ft): X: -12.444 Y: 0 Z: 17.304 Node Displacements LC Node Label Xrinl Yrinl Zlin] X Rotation [rad] Y Rotation [rad] Z Rotation lradl 1 1 N1 0 0 0 0 0 4.614e-3 2 1 N3 0 0 0 0 0 -4.596e-3 3 1 N4 0 0 0 0 0 3.659e-3 4 1 N5 0 0 0 0 0 -3.666e-3 5 1 N6 0 0 0 0 0 1.16e-3 6 1 N7 0 0 0 0 0 -1 .165e-3 7 1 NB 0 -0.083 0 0 0 -3.565e-3 8 1 N9 0 -0.112 0 0 0 4.309e-3 9 1 N10 0 -0.027 0 0 0 -1.132e-3 Member Section Forces LC Member Label Sec Axial[kl v Sheartkl z Shear[k] Toroue[k-ft] y-y Moment[k-ft] z-z Momentlk-ftl 1 1 M1 1 0 7.794 0 0 0 0 2 2 0 3.908 0 0 0 -27.06 3 3 0 0.021 0 0 0 -36.145 RISA-3D Version 20 l I Page 2 IIIRISA A NEMETSCHEK COMPANY Company : <Licensed Company> Designer : cparker Job Number Model Name: Member Section Forces (Continued) LC Member Label Sec Axialrkl v Shear[k] z Shear[k] 4 4 0 -3.865 0 5 5 0 -7.95 0 6 1 M2 1 0 11.797 0 7 2 0 5.792 0 8 3 0 -0.014 0 9 4 0 -5.819 0 10 5 0 -11.625 0 11 1 M3 1 0 13.07 0 12 2 0 6.268 0 13 3 0 -0.034 0 14 4 0 -6.337 0 15 5 0 -12.639 0 Maximum Member Section Forces LC Member Label Axial[k Loc[ft V Shear[k Loc[ft z Shearlk Loclft 1 1 M1 ma) 0 18.5 7.794 0 0 18.5 2 min 0 0 -7.95 18.5 0 0 3 1 M2 ma) 0 l26.66i 11.797 0 0 '6.66 4 min 0 0 -11 .625 l26.66i 0 0 5 1 M3 ma) 0 l26.66i 13.07 0 0 '6.66 6 min 0 0 -12.639 l26.66i 0 0 Member End Reactions Torque[k-ftl 0 0 0 0 0 0 0 0 0 0 0 0 Torquefk-ft Loclft 0 18.5 0 0 0 ?6.66 0 0 0 ?6.66 0 0 5/2/2022 7:50:30 PM Checked By : ___ _ Y-Y Moment[k-ft] z-z Momentfk-ftl 0 -27.257 0 0 0 0 0 -58.325 0 -77.585 0 -58.143 0 0 0 0 0 -63.705 0 -84.483 0 -63.248 0 0 v-v Momentlk-ft Locfft z-z Momentfk-ft Loc[ft 0 18.5 0 18.5 0 0 -36.145 9.25 0 ?6.66, 0 26.66 0 0 -77.585 13.3~ 0 '6.66 0 26.66 0 0 -84.483 13.33' LC Member Label Member End Axialfkl v Shearfkl z Shearfkl Torauefk-ftl v-v Momentrk-ftl z-z Moment[k-ftl 1 1 M1 I 0 7.794 0 0 0 0 2 J 0 -7.95 0 0 0 0 3 1 M2 I 0 11.797 0 0 0 0 4 J 0 -11 .625 0 0 0 0 5 1 M3 I 0 13.07 0 0 0 0 6 J 0 -12.639 0 0 0 0 Member 2nd/1st Moment Ratios LC Member v-v Moment fk-ftl 2nd/1st Ratio Loe [ft] z-z Moment fk-ftl 2nd/1st Ratio Loe [ftl 1 1 M1 0 NC 0 -36.145 1 9.25 2 1 M2 0 NC 0 -77.585 1 13.334 3 1 M3 0 NC 0 -84.483 1 13.334 Member Torsion Stresses LC Member Label Sec Torauerk-ftl Shear(ksi y Warp Shear(ksi z Warp Shear(ksi z-Bot Warp Bend[ksi z-Top Waro Bendfksil 1 1 M1 1 0 0 0 0 0 0 2 2 0 0 0 0 0 0 3 3 0 0 0 0 0 0 4 4 0 0 0 0 0 0 5 5 0 0 0 0 0 0 6 1 M2 1 0 0 0 0 0 0 7 2 0 0 0 0 0 0 8 3 0 0 0 0 0 0 9 4 0 0 0 0 0 0 10 5 0 0 0 0 0 0 11 1 M3 1 0 0 0 0 0 0 RISA-3D Version 20 [ l Page 3 IIIRISA A NEMETSCHEK COMPANY Company : <Licensed Company> Designer : cparker Job Number Model Name : Member Torsion Stresses (Continued) 5/2/2022 7:50:30 PM Checked By : ___ _ LC Member Label Sec Torque[k-ftl Shearfksi v Warp Shearfksi z Warp Shear[ksi1 z-Bot Warp Bend[ksil z-Top Warp Bend[ksi' 12 2 0 0 0 0 0 0 13 3 0 0 0 0 0 0 14 4 0 0 0 0 0 0 15 5 0 0 0 0 0 0 Member Section Stresses LC Member Label Sec Axial[ksil v Shearfksil z Shear[ksil y top Bending[ksi y bot Bending[ksi z top Bending[ksi z bot Bendinofksi 1 1 M1 1 0 1.986 0 0 0 0 0 2 2 0 0.996 0 8.469 -8.469 0 0 3 3 0 0.005 0 11.312 -11.312 0 0 4 4 0 -0.985 0 8.53 -8.53 0 0 5 5 0 -2.026 0 0 0 0 0 6 1 M2 1 0 1.381 0 0 0 0 0 7 2 0 0.678 0 6.311 -6.311 0 0 8 3 0 -0.002 0 8.395 -8.395 0 0 9 4 0 -0.681 0 6.291 -6.291 0 0 10 5 0 -1 .36 0 0 0 0 0 11 1 M3 1 0 0.882 0 0 0 0 0 12 2 0 0.423 0 2.33 -2.33 0 0 13 3 0 -0.002 0 3.089 -3.089 0 0 14 4 0 -0.428 0 2.313 -2.313 0 0 15 5 0 -0.853 0 0 0 0 0 Beam Deflections LC Member Label Span Location [ft] y' [in] (n) L'/v' Ratio 1 1 M1 1 9.25 -0.321 690 2 1 M2 1 13.334 -0.367 870 3 1 M3 1 13.334 -0.117 2734 Beam Deflection Checks Beam Desion Rule Span Defl [in] Ratio LC Defl [in] Ratio LC Defl lin] Ratio LC 1 M1 Tvnical 1 -0.321 690 1(DL+LL+3) N/A N/A N/A N/A N/A N/A 2 M2 Tvoical 1 -0.367 870 1(DL+LL+3) N/A N/A N/A N/A N/A N/A 3 M3 Tvoical 1 -0.117 2734 1(DL+LL+3) N/A N/A N/A N/A N/A N/A A/SC 15TH (360-16}: ASD Member Steel Code Checks LC Member Shape UC Max Loclftl Shear UC Loc[ftl Dir Pnc/om lk PnUom fk Mnyy/om [k-ftl Mnzz/om lk-ftl Cb Ean 1 1 M1 W16X26 0.455 9.25 0.141 18.5 V 29.248 165.557 9.844 79.401 1 H1-1b 2 1 M2 W21X57 0.335 13.334 0.096 0 V 44.915 360 26.587 231.737 1 H1-1b 3 1 M3 W24X131 0.127 13.334 0.061 0 V 451.204 832.096 146.407 664.671 1 H1-1b RISA-3D Version 20 [ l Page 4 1 2 ' . ' " • 7 • • 10 '!.';,M ov-.<l• PARTt DESCRIPTION QTY MY, Ol!SCRPTIOH MOOIAE"o av r OATW 1 1-n969 NA LIVE SUSPENDED H8AR VERTICAJ.. LONG 2 IA l.150lbsea 1 RELEASEOFOft PROOUCTION flCK.ff·M075 J. TORO S'1Tt2022 2 1-ne11 NA LIVE SUSPENDED J-W.IGBAR HOOK 2 IA 1.851 lbsc.1 ' LltlEVISf:D TU8E OlAMETER TICl(£T;UJ7S It KlUOE -= F 1-ns,10 NA uve SUSPENDED H8AR VERTICAL. LONG 2 8.59811nH F 3 • 1-57550 NA LIVE SUSPENDED ~GOAR ASM 48 1 3.2901bsea 5 NA NA SCREW, HH MS 3/8-16 X JI-' ST ZC 4 UNSTRVTFOR • NA NA UNISTRUT CHANNEL NUT (3259T320) 4 29.-4 IM total Wfh haldwJre ' ' REF.ONLY 7 NA 041110001 WASJ-ER, LOCK SPL 318 ST ZC 4 + 251b of product hanging from it ~ -• NA NA THUMB SCREW M8 X 1.25 X 20MM 80 ROCJ<:IM:LL 884 MMC IQ2581A530 • ~---~-=55 lb total t -~-- • . ~--' C::--....., -----------)i.' -2 ... . c::==......, ----------~-• 1 5 D D (C~~1) 1/ ID (C>4DH6]) (C~m le: . i---(C':",J\'l) -94.l-c25 ~ ~ C C ,-~ ' ~~ -~ !-=---(l'.l,•~l)~ ~ • • MINIMUM EXTENSION ~(l~~l)~ DENSITY: I VOLUME: 151,700 CUBIC INCHES I WEIGHT: 29.404 L8S I 11A: 2331.153 SQUARE INCHES rte THEH'ORNATIONCONTAtEOHTI-ISOft.\"'"31STHESOLE I AUPARTSTOBEPROVIJE00..EN4. I OONOTSCALE ~TYn':~~"~=~ ~J~=~~EOOES NC DRAWING I-MAXIMUM EXTENS.ON J,TOftO 1 111112012 r HOftO I 1111m22 LIVE SUSPENDED HBAR 48 ASM LONG <Im) INCOMINC .. SPECTION AHO {SPC) DtMEHS.ONS ONielMOMS AA£ ..... I IIIINI -·~ f';; A (lUI.XX) ltEFflllENC! DIMENSIONS l.N.£$SOT1-EIM& SiPECF1ED --• fCl.ERAHCES AA£. ASFOU.Of.S "'°""""' f.°ltt'!.'tfr!-9.fEo wooo PRODUCTS MUST BE CERTIFIED TSCA TTT\.E vi COMPLIANT ~r-,, ....... _,,.,., "roe ••= @Cl JO(X .. ,_010 lUO( • .0.2 NA 2. REFER TO SOUO MOOElS FOA COMPlETE DETAILS. JU< •t.020 u .... , 3. FOR EUROPE All MATERIALS MUST BE ROHS, REACH. POP ANO 'NEEE COMPLIANT -·· X • a.OlO X. • ,1.0 -· 1 : ,----;:77968 1~· 4. C.R.S 1008/1010 OR EQUIVALENT, AU C.R.S HARDNESS MINIMUM OF 55 HR&. UNLESS OTHERWISE SP£ClflEO. HOt.ES • 1.005 HOl£S • .0. 1 1 " 1 AHOlE8 11• 1 2 ' . 5 I\ • I 7 • • 10 SEISMIC DESIGN REQUIREMENTS FOR NON STRUCTURAL COMPONENTS -ARCHITECTURAL COMPONENTS ~ ~lbs 551b racks 13.5 ft h 18 ft a. 2.5 from chart below Ro 1.5 from chart below o. 1.5 from chart below F•= 77.45833333,lbs vertical force = 9.295,lbs not required to be taken as greater than: F• max = I 74.36,lbs shall not be taken as less than: F• min = 13.942511bs T-. 13,5-1 Co.f'fici""1• tor Arohilecturee Componenta _.,.._ .. ... IIMCfiornon~ HIii md pa,ti1IOIU'" Pl:lffl (u•re.i11tc,n::w,d) mll.CIN'Y wlllt. '" "' All Ulhl:T Wlllk MMI pm.ltioM , .. 2 c.ntilc:vff dimM"l'tb ,~ or brl,,taJ u, dructurJI hnw bifkwo• hi. «1ttct o( ,~, Pan.pets and canlllc"'ff"Wlf<tlor IIOlltStllK'f.W •·alls , ... , .. Chjmr,cys whcn:i lal,cnjJy bfa,ced o, Wpp(Mloetl b)' , ... , .. Ibo W\N.11M91 fnlme Cantilcwf-dc1r.fflt$(bra:td to MllK"tunl (r,i,mcllbovc lu cet11N' ol INllS) ~-lli Ct.,n-,,,. I ,,. r,,_~ IMISINi'lllml wall< ,. ,,, Elu:riur oonwn111.1.unl WJII dc,ncnu W\13 conMCti<J Wo.llelcfl~ 2l> NA Body o( ~ ~ ~ 2" NA f¾•teN:r'I o( tbc CIOftllCrtll'li, Sy,ilOln "' ·-UMiled JcfonNbility e-krneftb <uJJ -~ ,., Low ckr,-.mlblllty ekl-rterlU NMJ atUK'htnct11, I "' ~ (except ._hcN f'nrurd by M e.11im,Jon ol "' :w, dlC b111klin. rr~-, Ce,linp All '"' =-Fwmanmt ftoor..Mtf)Jl<)lt«i ~-,c Qb,nc!¥ mo,n: ,.. lh.:ui 6 ft Cl.129 ro.m) !a.II. 111Cludll\1 e,l'llllt,ffb ~-I lloo,-•:,,upp,,i'llld llbnlty Ji.bd¥ina, t.xik 2" ~ llnd boobhcl.-a fflORl \haQ 6 ft (1,829 mml tall includll11t ~ ~ equ•pmcn1 '" ·---Spxifll ~ l'k,onJd,r.qs111..,J 1n ~ wkh "' Soc-lion IJ.,S,7.2) Allottw-r I ,,. I\.'\ Append~ lliftd onwmcntlll.lOM 21; "' 2 Siam and Billhmnk ,,.. l ' Othet rig.id OOlll.flOIIIML\ Hip-dcfOl"JNibilky ckffla!.t1 and :W.tllrilmrnti; ,,. Umitcd-dcfom~J"y c~IQ and anxhm,·:au '" Lvw-dekwmiit,,ili1y mll-cri.1l, and .. lkhmffll\ "' "' Olhertlc-..:ibk:~ Htsti«lon-Nlbililly ckmoi:111 • .iu anactuncnt, 2" '" '" Urni~•ddorm.bi.11()' ricmcntt and 111i.adi.m.:DU 2" ,,.. , .. Low--dcl'orm•bilit)' llllllcriW aud attadllnc:otl "' '" ,,. ~ Mll ......... Y' n(ll pilln o( lhc t,uikhn, scu.-nJK" ,,.. 2 f~uln1 1.YJUNII E,_~• 5t2irl UI.I Rll'!'I) fll.WCflenl ooJ .._,achnlCnl\ ,,, ,,.. '" •A k,wc, Y.111111; (of o litull 1101 be lk(J Ul\k.J!I ju.MIiiea! by detailed dyniAfflic =11:il..Thcir.due;t;.:~sh111\1tot-,C,,dt.in 1.Tb.;:~ali.oof~•I i..ror ~~ ~ lkllibl7111C::==~uo •,.•l~ b ~ wbete ~•nd for no1111Juct1k ~ w c:oncrcie" aAd nmoat)', Sctrion IZ.4.J for Jd-vnk kMd cffe.."H lnctudiua O\·~w.11:11,µh. 'Wlwn ftuibk dbplw-.Jm., pt(t\,..~ 1:nCr1ll •¥WOO for r..~ w ma.~ :.i~~t~~ :1r':f/Ofcct (or1U1Chun1ae lu it.., diaphniam ,hall be 13.3 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENlS 13.J.t Seismic Dc:,lgn Force 13.J.J.1 Horbonlal For«. 11tc horizo11t:1I sci~mtedc:i.i1,n fon:c (F,.) shall be appl~ at 1he compooc111"11 ccm.:r or ,ttravity M<I dis.tributcd rd11tivc to the c:ompuncnt•, l1lllSS distribution and shall be dcrcrmined in &ea>rdance with Eq (13.)-1): ,-~ o.4a,S0)w, (i + 2!) r (~ f1 ,, F,, ill llOf rcquircJ to be tul(en Wi IJ'ClllCI lhan F,,=-l.6S,ul,.w,. ar,d F,. Jhnll not be 1:d:cn iu; kt.I rtum F,,-=O.JSu,J,..w,. when, f",•i.Cbutit:dcsipfo«"C; (13.3-1) (13.3-2) (13.3-3) Sn.f • ~pccual ao:ekrutlon, short period. as <bcrmincd from Section 11.4.5: "" • componcnc ampbficadon factor thnc v:inr::s from t .00 co 2.SO (sck:n "ll1'foprial'e value from Table l'J.S-.1 or 13,6--1); I,. ~oumponcnc lmporllmCC Fact0<1tun vwics fro,n 1.00 10 1.50 (,ce Scc1ion 13.1.3): W,.•c»mponcnt opcr.tring wdghl; R,. •component ~ponlC ,,lOdification feck'Wd'IM varies from 1.00 10 12 (se\et.'11ippR)f)ri.ate value from Table 13.5•1 or 13.~I); :: • heighl In scruc1ure of point of an:iichment of compooc:nt whh respect to I.he b.Mc.. for llem$ al or below the ba-;e. z: .-.hall ~ taken as 0, The value of r:,/h need noc exceed 1.0: and h .., aver.IF roof hci&hl or Mrueturc wh.h respect lo the 005C. 1bc o,'tfltrcn11th factor. Co. m T~c I 3.S-1 and Table 13.6-1, is applicable only 10 aochofl\AC of componcn1s 10 concrcle and ma'IOl\ry when:i requiml by So..1ion I J.4.2 u, the stanwanl.~ referenced thc.n:'lll and lhall be: applied in ~nee with Section 12.4.3 1l,e redundancy factcw', p, Is pcnniucd to he taken•• equal to l. and ,1~ ovu.,uenach facton in TOOie 12.2-1 need not llpf)ly, F,. '.Vtall he applied indcpendentJy in D4 leas, two onhosonal horizonl:3J dim:tic>M in combination with secvitt or operwtin11 Jo.I.\~ with 1he compuac:nl. ~ 11ppn>pri111c. For vcnically c,1n1ilevcred systc:m.1. however. F,. shall be as-- 1umed w.> w.1 in 11.ny btJl'U,OfltaJ diJ"e<..1ion. lJ.J.1.2 Vertical Force. 11)C COll\pOOC'nl sh.all be dcsi11)C,d fora conC\IJTCnt vcnbJ (('l("OC ±0.2S0sW,.. EXCEPTION: Tho 000,,:u~nt v1enu:ul M!bmw;: force bee\l O(Jt be considered ror lay-in acccu floor pnnch: and h1y-in ccilina panels UNISTRUT DESIGN P1000 • 9..,. LOADING Doll." Unifo,mL~etDeftection ..... Allowable Unlfom, Spon Uniform Load L.,d Span/180 Spanl2AG Spa"'340 In Lbs In .... Lbs U>s 24 1.&90 0.08 1,690 1.690 1,890 36 1,130 0.13 1.130 1.130 900 ------'8 050 0.22 850 160 500 60 580 0.35 660 '80 320 n 560 0.50 ◄50 340 220 8' ◄80 0.68 330 250 160 -----96 420 0.89 250 190 130 108 380 1.14 200 150 100 -120 340 1.40 160 120 60 "' 280 2.00 110 80 60 168 240 2.72 80 80 40 192 210 3.55 60 50 NR 216 190 4.58 ISO 40 NR 240 170 5J52 40 NR HR Pt OOO/P1001 • Ewm,rs o, Se<:TION ·-P1000 P1001 _,,_ OSM "" 1.111 In' ArJt1-1 ....,. .. ,, ...... 11) 0.185 ... 0.928 ... s.coo,,-..,1(S) 0.202 "' 0.571 In' RldW of Gyrltton (r) 0577 In 0.914 In ,-2,2 """""'"''"""'01 0236 ... 0.,UI ... --•{S) 0.290 In' 0.580 In' ........ 0-i,1 0.651 In 0.6S1 In l!JIEF-~.-:==:: ~ IOLUTIONt M4'f)Of1Mdblldild""""°"""Gft-JNI" ~UTION: A.1',_lol(l __ !Of'Pl@Of'pa,a-2t!Oldlcif■5'4° ...... lt1 eeo. -~. 3,5• a.~-...._tn,m,..........., II. ,._10eo,■-P$e;oo011P199S6tc,-,too-■74'.-,• 2,.,..,......,.. .. ov l.Oild•teCII•'·'°·...,. ~--·•--■.3:r' Simple Span .. ~..,1-...n,loomlllbla ..... LMild,o2ltl>t1112•~ o.n■,cta!•,lJ/l"■:120•.:lfll' ~inches ~Reduction for pierced channels Unistrut loading from chart I Concentrated Load at Center 0.5 span P1001 -BEAM LOAOING Della1 Uniform Loading " Defle<tion Max.AllowabN Uniform Span Unlfonnl.ood L ... Span/180 Span/2AO Span/360 In .... 24 3,500" 36 3,190 48 2,390 60 1,910 72 1,600 8◄ 1.3711 96 1ioo 108 1,080 120 960 144 800 ---168 680 192 600 216 530 240 480 -'lDad_.., __ ,,_ -KVt > 200 NR•NoeRecornmencted. In 0.02 0.01 0.13 0.20 0.28 0.39 0.51 OM 0.79 1.1" 1.53 2.02 2.54 3.16 Lbs .... Lbs 3,500' 3,500" 3.500' 3,190 3,190 3,190 2,390 2,390 2,390 1,910 1,910 1,620 1,600 1,600 1.130 1J70 1i40 830 ----,ioo 960 830 1,000 750 500 810 610 410 560 420 215() 410 310 210 320 240 160 250 190 130 200 150 100 1 Beemkledl1rtglvenin82tmlribmbad{Wlbl)~unllofmload('#lbs/ftot wt>sffl). 2. Beam loads are be.std on a lirflP!e tp111 and NIUl'l'ied IO be adequ.nty lelM'ly braced. Unbraced ~ can rtOJC• bN11 load carryng capacity. Ralet 10 P• 62 '°' •edualon factors to, trinced MNlg1hs. 3. Fo,---plyboomloadsbyNfollow,ngtador. "KO" S.rfH ....... 95% "HS'" Sef~• ....... 90% "H3" Sert••···-·"90% -wr Ser~•--···85% -r· S.rte• -·-·-··85% "'SL'" Serlff.-..... as,-. '"OS" s.ert.s ........ 7°"' , DedlJd: mannel ~ from the beam to.,ds. 5. For (Xlf109tlr.lled mdsoan point loads, ffllJtiply beM?I k>ads by 50% and the c:o,m;ponding~ by 80'JI,. F«otrwmdo:,r,dik,n1 ,.10 page 18. 6. Albtamloedu,, IOrberdng llbou(A.11-1 - 4. 8M,ft fiHd at Both Enda, ...,_...,. ffl zz111121 zz121~ 1J. ~ l'l1111d •I lloth lrda, Concentr-■d LMd al C■t1_, ,,, ~f-------' .. C-Oflllnvou• ... ,.., Two !qutlf $fl-. Unltonft Load Dfl on. Span •· eonunuoi. IIMffl. ,_ e.-s.--. Unllom'I L.o-d an Both l[n~ 10.ConUnl.lol.l•ll■-m. Two aqu.i-■,..., ~-..cl l.o.■dat~ .... ofOt.Sipan 11.ContJnuous .._, Two lqual Sp-. Concer,nated lMd at c.,,w ol £ad! Span I" T Max Allow Defl @ uniform load ~~, 6801 0.351 560 0.425! with Reduction o.s._! ____ .::.;26:.::;3,;.:;.s ..... l __ ...::o.;.:;.3-"41 point load c::=:ili)ib c::=:=Jl# unistrut beams 62.62¾ OK 0.212903226 inch deflection ----, ... , ... ... ... ) , ... 1.10 , ... ... 1.00 ... .2S .... • 12 , ... ,.,. ... 1.IIO At ... ·"' -~ ... UNISTRUT DESIGN P1000 • BEAM LOADING Oofl.11 Unifonn Lofding 11 O.IMcdon Mu.Allowable Uniform s,... Unlfoonload Load s,,an/180 Spon/240 Sp>n/360 In .... In .... .... .... :M 1.890 0.06 1.690 1.890 1.890 36 1,130 0.13 1.130 1,130 !IDO -'8 860 0.22 860 760 500 80 680 0.35 650 '80 320 72 S80 0.50 ◄50 34-0 220 8,4 ◄80 0.63 330 m 180 ---96 420 0.89 m 100 130 108 380 1.14 200 150 100 120 34-0 1.40 160 120 80 14-1 280 2.00 110 80 80 ,ea 240 2.72 80 80 40 192 210 3.55 60 50 NR 216 190 4.56 50 40 NR 240 170 5.82 40 NR NR P1000/P1001 • Et.fuEHTS Of SECTIOff ,_ '1000 ,1001 ,.,...,_ 0.555 In' 1.111 In' Anl:1-1 _.,.....,,,, 0,185 In' 0.928 In' --(5) 0.202 In' 0.571 In' lud_,.olG,,.lion 11 osn In 0.914 In Alll2·2 _., ...... ,,, 0236 In' 0.471 In' --(5) 0290 In' 0.500 In' Radlll of Gyration Ir) 0,851 In 0.651 In o=-.::._~:,: ~ _...,M>dlNdld..........,,a,,_...,_, oowno," .......... A, Ff9ftlCla(IMO'a,0,Pl0000IIPl'Qe2'!0olldlOfJ11"-o"'""" _,.-~•a· I\ f"tfl0f'l'IIMCl_,..PS500.,,,~Mto.-lol•':J'-O-..,.,,. 2,.,...-.c1_,.._.i.or .. ~ ... WD'•ll'~f-.--Lofld•tlOl•1.)0 ...... , o.lliNJIOl'l•····•:12" Simple Span .. ~..,., ... ._, n.c---- l,.IMd .. 21eo..11 12 .. 1112e ~-M'•3JO•:J!I' ~inches ~Reduction for pierced channels Unistrut loading from chart 2 Span with concentrated loads at center 0.67 point load span P1001 • BEAM l.oAo1ND Ooft.11 Uni,..,,,.......,..,_, Ma:r . .Uowabtti Uniform Span Unttonn Load Load 5p•nl110 Span/240 Spon/360 In .... In Lbo Lbo .... 2◄ 3.500· 0.02 3.500' 3,500" 3.500' 36 3,190 0.07 3190 3,190 3,190 -◄8 2,300 013 2,300 2.300 2,300 60 1,910 0.20 1,910 1,910 1,620 72 1,600 0.28 1,800 1,800 1,130 8,4 1.370 0.39 1,370 1,2-40 830 ----96 1.200 0.51 ,.200 950 830 108 1.060 0.6◄ 1.000 150 500 120 960 0.79 810 610 '10 , .. 800 1.14 580 ◄20 200 ---------,ea 880 1.53 ◄10 310 210 192 600 2.02 320 240 180 216 530 2.5◄ 250 190 130 240 ◄80 3.16 200 150 100 ... KVr > 200 HR• NotRtc:Cfl'lfMndGd, 1. Beamload'laregiven In B:lfajlnfonn load(Wlbs)no1undormloed("'bs.'fl« ...... , 2. Beam loaldl tfe l>M.cl on a aimpe IIP0" and IDturMd to be act.quatef)'llt.,.., braced. UnbtaccMI spans can rtOJCft beatn loed carrying capadty. Ralef 10 Page 62 tor reduc:tioo ~ bf l#"OnQd ltngtls. JFo,p;a,<Od-.~--by---,-C "1<0'" S.rles .,-,-95% "HS-Ser~• ·-·-90% "H3" SerlH.,_,_90% "WT"' Serles. ___ 95,-. IS.11H .......... 85% -sL-Series,-... ,.85% -os .. SeMS ........ 70% 4. Oeducl chaMel Mlrjll from the beam loads 5. fo, o:inoeflCJated ll'ldspeil polnC loads, n'dlply beam loeda by 50% and the ~dellecboo bJM%.. ForO'Nl"bMIOCX'Oklns""'to~ 18. 6 Albutnloadlarefct~llbol.lcA»t1•1 :,.a;mptea-_ Two t~ Conc.ntn.M>d \.Olldn • 114 pt.- 5, ....,, l"'IQd •• 9oth f.l'lds, ~ \.ON al c.nw 7. c.ni,-.-....... eonc.,...,~• \.o.d •t l!ftd .. Contln-•--. Two Equal Sp-. U.Wtonn ~ on a,,..,.,,_. t. Conllnuowl a-, Tvr,,o lfctua,1 Spa,-, UnHo, ... l.-,.d on Both l!no. ~SPAN=:j 81212212111a11,ffl B I? I I ffl Max Allow Defl @ uniform load 721 5601 0.351 nl 476! 0.35! with Reduction 0.48! 318.92! 0.1681 ~lb c=::J)# unistrut beams 51.74% OK 0.086918349 inch deflection ""' --·-1.00 1.00 ... . .. 1.00 1.10 , ... .,. 1.00 ... ... u o ·" .... 1.30 ... 1.00 A2 .., ·" .ff ... ] Fp Calculations (shelving units) ap= 1 Sds= 0.845 Rp= 2.5 Ip= 1 ~h= 1 Omega 2.5 Title Weight Fp RTU 2 Wp= 2400 649 RTU 1 Wp= 1200 324 ~Tek1a· Project Job Ref. Tedds RLG Inc. Section Sheet no./rev. 1 Cale. by I Date I Chk'd by I Date App'd by I Date C 9/23/2022 WIND LOADING In accordance with ASCE7-16 Using the directional design method Tedds calculation version 2.1.05 ¢:::: ~10 ft~ l Fretum-----.i►[J I Wall/sign data Length of wall/sign Height of wall/sign Height to top of sign General wind load requirements Basic wind speed Risk category Velocity pressure exponent coef (Table 26.6-1) Ground elevation above sea level Ground elevation factor Exposure category (cl 26.7.3) Gust effect factor Minimum design wind loading {cl.27.4.7) Topography Topography factor not significant Velocity pressure Velocity pressure coefficient (Table 26.10-1) Velocity pressure Area of sign Ratio of solid area to gross area Wall/sign forces -Case A and B Force coefficient (Figure 29.3-1) T B = 10.00 ft s = 4.00 ft h = 40.00 ft V = 96.0 mph II Kl= 0.85 Zg1=0m Ke= exp(-0.0000362 x 2gi/1ft)= 1.00 B Gt = 0.85 Pmin_r = 8 lb/ft2 Kzt= 1.0 K, = 0.76 F qh = 0.00256 x K, x Kzt x Kd x Ke x V2 x 1psf/mph2 = 15.2 psf At = B X s = 40 ft2 E = 1.00 Ct_A = 1.81 .. Tekla· Project Tedds RLG Inc. Section Cale. by C Resultant force Wall sign forces -Case C Number of whole regions -main wall Length of balance -main wall Region 1 -0.0 ft to 4.0 ft Force coefficient (Figure 29.3-1) Effective area Resultant force Region 2 -4.0 ft to 8.0 ft Force coefficient (Figure 29.3-1) Effective area Resultant force Region 3 -8.0 ft to 10.0 ft Force coefficient (Figure 29.3-1) Effective area Resultant force Wall sign forces -Case C return Number of whole regions -return Length of balance -return Region 1 return -0.0 ft to 3.0 ft Force coefficient (Figure 29.3-1) Effective area Resultant force Job Ref. Sheet no.lrev. 2 I Date I Chk'd by 1 Date App'd by 9/23/2022 FA = max( 16psf, qh x Gt x Ct_A) x Ar = 0.9 kips Ns = lnt(B/s) = 2 Lbalance = B -Ns X S = 2.0 ft Ct_c_o to s = 2.42 At_c_1 = s x s = 16.0 ft2 FA_c_ 1 = max( 16psf, qh x Gt x Ct_c_o to s) x At_c_ 1 = 0.5 kips Ct_c_s to 2s = 1.60 At_c_2 = s x s = 16.0 ft2 FA_c_2 = max(16psf, qh X G, X Ct_C_sto2s) X At_c_2 = 0.3 kips Ct_c_2s to 3s = 1.15 At_C_3 = Lbalance X S = 8.0 ft2 FA_c_3 = max(16psf, qh x Gr x Ct_c_2sto3s) x A1_c_3 = 0.1 kips N,., = lnt(L,/s) = 0 Lbalance,r = Lr -Ns,r X S = 3,0 ft Ct_c_o to s = 2.42 At_C_ 1,r = Lbalance,r X S = 12.0 ft2 FA_c_1.r = max(16psf, qh X Gr X C,_c_otos) X At_c_,.r = 0.4 kips ¢:: ~10 ft~ l Fretum-----..i►[I I F T I Date 2235.710 Nike La Costa RTU Loading Seismic Load RTU 1= 324 lbs Seismic Load RTU 2= 649 lbs RTU-1 = 89"Lx53"Wx36"H WL =15.2 psf*l.5*{7.4ft*3ft)=507 lbs @1.5ft WL= 15.2 psf*1.5*{4.4ft*3ft)=301 lb @1.Sft M=0.507k*l.Sft+Fy*4.4ft Fy=0.173k N= 0.324k*l.Sft + Fy*7.4ft Fy= 0.065k RTU-2= 121"Lx 85"Wx56"H WL =15.2 psf*l.5*(10.08ft*4.66ft)=1071 lbs @2.33ft WL= 15.2 psf*l.S*(7.08ft*4.66ft)=753 lb @2.33ft M=l.071k*2.33ft+Fy*7.08ft Fy=0.352k N= 0.753k*2.33ft + Fy*10.08ft Fy= 0.174k 5/8" DIA Bolt Capacity: V= 8.29k T=13.8k RTU 1 Unit Loads: V= 0.507k/3 anchors= 0.169k T= 0.173k/3 anchors =0.058k (58/82901bs)+(169/13801bs)=0.129 OKAY RTU 2 Unit Loads: V= 1.071k/3 anchors = 0.357k T= 0.352k/3 anchors =0.117k (357 /82901bs)+(117 /13801bs)=0.128 OKAY 10601 Tierrasanta Blvd. #G120 111 ST AE N 5 DT I 1EGN OG San Diego, CA 92124 -• 858-688-2868 info@sandiegotesting.com ~~o ax;. C '\ 'L~ii '\' \\~~ \ .. rO Limited Asbestos Report Prepared by: Mike Anderson 1905 Calle Barcelona -Suite 125 Carlsbad, CA 92009 May 1, 2022 CBC2022-0304 > ,_ -0 CDPH Lead Certification # LRC-000025" California Certified Asbestos Consultar 1905 CALLE BARCELONA #1 26 NIKE; (6,008 SF) STRUCTURAL TENANT IMPROVEMENT 2550120400 8/17/2022 CBC2022-0304 Asbestos Report 1. Overview SAN DIEGO TESTING 1905 Calle Barcelona -Ste. 125 Carlsbad, CA Mike Anderson, an EPA AHERA-accredited building inspector representing San Diego Testing, performed limited asbestos testing at 1905 Calle Barcelona -Suite 125, Carlsbad, CA 92009 on 04/26/2022. The property owner is TREANW Forum at Carlsbad Owner, LLC, which can be reached at (619) 550-8822. The site is a commercial property. Testing included interior suspect surfaces expected to be impacted by an upcoming renovation. Test methods used for asbestos testing by San Diego Testing included bulk sample collection and analysis at EMLab P&K, an accredited laboratory in San Diego. 2. Regulatory Background The Cal/OSHA Asbestos in Construction Standard, CCR Title 8 Section 1529 applies when asbestos containing material is removed or disturbed in any quantity during construction related activities (except when a home-owner is doing work inside his own home). Materials found to contain asbestos with concentrations above 0.1% must be handled by an asbestos abatement contractor. The San Diego County Air Pollution Control District (APCD), Rule 1206, applies to institutional, commercial, public, or industrial facilities, as well as residential buildings, condominiums, or apartments that contain more than four dwelling units. Additionally, a group of residential buildings located on the same property, managed by a common entity, falls under the Rule, such as a single-family home with a granny flat. The Rule requires that a facility survey be conducted prior to renovation or demolition of 100 square feet or more in 365 days or one calendar year, and prior to submitting a "Notice of Intention Form" to the APCD. A complete copy of the facility survey must be maintained onsite for the duration of any renovation and/or demolition operation, and be made available to APCD upon request. There are no exclusions related to construction date(s) of the structure(s). The EPA's National Emission Standards for Hazardous Air Pollutants (NESHAP) standard requires an owner or operator of a renovation or demolition activity occurring in an institutional, commercial, public, or industrial structure, installation, or building to thoroughly inspect the affected facility or part of the facility where the demolition or renovation operation will occur for the presence of asbestos. There are no exclusions related to construction date(s) of the structure(s). 3. Asbestos Results No asbestos was detected in any of the samples collected. The following table lists all samples collected. For additional details please see the asbestos lab report and asbestos sample locations attached to this report. Sample Homogeneous Sample Represented Approximate Asbestos ACM Numbers Material Location(s) Location/s\ Quantitv % Cateaory Drywall / Joint 1st Floor Wall 1 Compound I North at Entry Throughout ND Texture Interior Walls and --Drywall / Joint 1st Floor Hard Lid/Drop 2 Compound I Column Ceilings of Suite ND Texture Southwest Asbestos Report Sample Homogeneous Sample Numbers Material Location/s) Drywall/ Joint 1st Floor Drop 3 Compound/ Ceiling East Texture Drywall / Joint 1st Floor Lid 4 Compound I Ceiling Texture Southeast Drywall/ Joint 2°d Floor Wall 5 Compound/ at Fitting Texture Rooms Drywall / Joint 2"' Floor Drop 6 Compound I Ceiling East Texture Drywall/ Joint 2"' Floor Lid 7 Compound/ Ceiling Texture Southwest 8 Tile Mortar I 1st Floor North Grout at Entry 9 Tile Mortar I 2st Floor Back Grout Area 10 Tile Mortar I 2nd Floor East Grout 11 Concrete 1st Floor North at Entrv 2st Floor Back 12 Concrete Area 13 Concrete 2nd Floor East Gray 12"x12" 2"' Floor Stock 14 Floor Tile / Black Room Mastic Gray 12"x12" 2"' Floor Back 15 Floor Tile / Black Area Office Mastic Gray 12"x12" 2"' Floor Break 16 Floor Tile/ Black Room Mastic 17 2'x 4' Ceiling 2"' Floor Back Tile Area Hall 2'x 4' Ceiling 2"' Floor Break 18 Tile Room ND = no asbestos detected 4. Summary and Recommendations Represented Location ls) Throughout Floors of Suite (Except 2"' Floor Back Area) Throughout Slab Subfioor of Suite 2"' Floor Back Area Floors 2"' Floor Back Area Drop Ceilings 1905 Calle Barcelona -Ste. 125 Carlsbad, CA Approximate Asbestos ACM Quantitv % Cateaory ND ND ND ND ND ND -ND - ND ND --ND ND ND -ND - ND ND -- ND No asbestos was detected in any of the samples collected. No recommendations are warranted. 5. Limitations This assessment was limited to specific interior areas/materials to be impacted by an upcoming project at the direction of the property manager. No underground or exterior/roof assessment was performed. Additional asbestos materials may be present at the property and this report should not be used for the purposes of a different renovation or demolition project in place of a comprehensive asbestos/lead survey for regulatory compliance. In the event untested suspect Asbestos Report I Il l SAN DIEGO 1905CalleBarcelona-Ste.125 _..,ii( T E S T I N G Carlsbad, CA asbestos materials are discovered during the course of demolition they should be sampled or assumed to be above regulatory thresholds. 6. Attachments Asbestos Sample Locations and Room Designations Asbestos Laboratory Report Inspector's Credentials 0 ; I g ,. tO ,, .. • ,, r _J _ .- _ _ . C {: I -·tt ; ; : r t r " ' - - - Y - - F r H n. r . - ~-- ' - - - - f · · •· ., . . , . . . , . , , ~ ~ ~ ~· t ! . 1( 1 , 0 g - , \ I B ' ~ I I ~ 11 ~ I ,! ".. . . . , -- - , - - . , • • , •. ~ I ~ •. ~ • - I I I' 11 g 1•· - 1 0 ,, ,.. t'- 1/4 ~ •~ s u.. . . - ~ : 'f , f '" ' "" " pa - © • -- ® 'I' II © 0 e .. e e 0 =:~ eu rofi ns Report for: Mr. Mike Anderson San Diego Testing 1859 Amie Ct EMLab P&K San Marcos, CA 92069 Regarding: Approved by: Project : 1905 Calle Barcelona Suite 125 EML ID: 2911081 ~.\~ Cluster Leader Dr. Kamash Pillai Dates of Analysis: Asbestos PLM: 04-29-2022 Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METH OD 600/R-93-116, SOP EM-AS-S-1267) NVLAP Lab Code 600194-0 All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The results relate only to the samples as received and tested. The results include an inherent uncertainty of measurement associated with estimating percentages by polarized light microscopy. Measurement uncertainty data for sample results with >1% asbestos concentration can be provided when requested. Eurofins EMLab P&K ("the Company") shall have no liability to the client or the client's customer with respect to decisions or recommendations made, actions taken or courses of conduct implemented by either the client or the client's customer as a result of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for the Company's own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the Test Results exceed the amount paid to the Company by the client therefor. Eurofins EPK Built Environment Testing, LLC EM Lab ID: 2911081, Page 1 of 6 Eurofins EMLab P&K 1815 West Diehl Road, Suite 800, Naperville, IL 60563 (866) 871-1984 Fax (856) 334-1040 www .em lab .com Client: San Diego Testing C/O: Mr. Mike Anderson Re: 1905 Calle Barcelona Suite 125 ASBESTOS PLM REPORT Date of Sampling: 04-26-2022 Date of Receipt: 04-27-2022 Date of Report: 04-29-2022 Total Samples Submitted: 18 Total Samples Analyzed: 18 Total Sam les with La er Asbestos Content> 1 % : 0 Location: 1, DW/JC/fexture -1st Fir Wall Nat Entry Lab ID-Version:j:: 13972989-1 Sample Layers Asbestos Content White Drywall with Brown Paper ND White Texture with Paint ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: Moderate Location: 2, DW/JC/fexture -1st Fir Column SW Lab ID-Version:j:: 13972990-1 Sample Layers Asbestos Content White Drywall with Brown Paper ND White Texture with Paint ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: Moderate Location: 3, DW/JC/fexture -1st Fir Ceiling Drop E Lab ID-Version;: 13972991-1 Sample Layers Asbestos Content White Drywall with Brown Paper ND White Joint Compound ND Cream Tape ND White Texture with Paint ND Composite Non-Asbestos Content: 15% Cellulose Sample Composite Homogeneity: Poor Location: 4, DW/JC/fexture -1st Fir Ceiling Lid SE Lab ID-Version:j:: I 3972992-1 Sample Layers Asbestos Content White Drywall with Brown Paper ND White Texture with Paint ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: Moderate The test report shall not be reproduced except in full , without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than I% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. t A "Version" indicated by -"x" after the Lab ID# with a value greater than I indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environmem Testing, LLC EMLab ID: 29 11081 , Page 2 of 6 Eurofins EMLab P&K 1815 West Diehl Road, Suite 800, Naperville, IL 60563 (866) 871-1984 Fax (856) 334-1040 www.emlab.com Client: San Diego Testing C/O: Mr. Mike Anderson Re: 1905 Calle Barcelona Suite 125 ASBESTOS PLM REPORT Location: 5, DW/JCffexture -2nd Fir Wall at Fitting Sample Layers White Drywall with Brown Paper White Texture with Paim Composite Non-Asbestos Content: Sample Composite Homogeneity: Location: 6, DW /JCffexture -2nd Fir Ceiling Drop E Sample Layers White Drywall with Brown Paper White Texture with Paint Composite Non-Asbestos Content: Sample Composite Homogeneity: Location: 7, DW/JCffexture -2nd Fir Ceiling Lid SW Sample Layers White Drywall with Brown Paper White Joint Compound Cream Tape White Texture with Paint Composite Non-Asbestos Content: Sample Composite Homogeneity: Location: 8, Tile Mortar/Grout -1st Fir Nat Entry Sample Layers Off-White Ceramic Tile White Grout Gray Mortar Sample Composite Homogeneity: Date of Sampling: 04-26-2022 Date of Receipt: 04-27-2022 Date of Report: 04-29-2022 Lab rD-Versiont: 13972993-1 Asbestos Content ND ND 10% Cellulose Moderate Lab LO-Version;: 13972994-1 Asbestos Content ND ND LO% Cellulose Moderate Lab LO-Version;: 13972995-1 Asbestos Content ND ND ND ND 15% Cellulose Poor Lab LO-Version;: 13972996-1 Asbestos Content ND ND ND Poor The test repon shall not be reproduced except in full , without written approval of the laboratory. The repon must not be used by the client to claim product cenification, approval, or endorsement by any agency of the federal government. Eurofms EMLab P&K reserves the right to dispose of all samples after a period of thiny (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reponing limit is less than I% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. t A "Version" indicated by -"x" after the Lab TD# with a value greater than l indicates a sample with amended data. The revision number is reflected by the value of "x". Eurofins EPK Built Environment Testing, LLC EMLab LD: 291 1081 , Page 3 of 6 Eurofins EMLab P&K 1815 West Diehl Road, Suite 800, Naperville, IL 60563 (866) 871-1984 Fax (856) 334-1040 www.emlab.com Client: San Diego Testing C/O: Mr. Mike Anderson Re: 1905 Calle Barcelona Suite 125 ASBESTOS PLM REPORT Location: 9, Tile Mortar/Grout -1st Fir Back Area Sample Layers White Grout Gray Mortar Sample Composite Homogeneity: Location: 10, Tile Mortar/Grout -2nd Fir E Sample Layers White Grout Grav Mortar Sample Composite Homogeneity: Location: 11, Concrete -1st Fir Nat Entry Sample Layers Grav Concrete Sample Composite Homogeneity: Location: 12, Concrete -1st Fir Back Area Sample Layers Gray Concrete Sample Composite Homogeneity: Date of Sampling: 04-26-2022 Date of Receipt: 04-27-2022 Date of Repo1t: 04-29-2022 Lab rD-Versiont: 13972997-1 Asbestos Content ND ND Moderate Lab ill-Version;: I 3972998-1 Asbestos Content ND ND Moderate Lab ID-Version;: 13972999-1 Asbestos Content ND Moderate Lab ID-Version;: 13973000-1 Asbestos Content ND Moderate The test report shall not be reproduced except in full , without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting Limit is less than 1 % unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. :j: A "Version" indicated by -"x" after the Lab TD# with a value greater than I indicates a sample with amended data. The revision number is reflected by the value of "x". Euro fins EPK Built Environment Testing, LLC EMLab ID: 291 1081 , Page 4 of 6 Eurofins EMLab P&K 1815 West Diehl Road, Suite 800, Naperville, IL 60563 (866) 871-1984 Fax (856) 334-1040 www.emlab.com Client: San Diego Testing C/O: Mr. Mike Anderson Re: 1905 Calle Barcelona Suite 125 ASBESTOS PLM REPORT Location: 13, Concrete -2nd Fir E Sample Layers Gray Concrete Sample Composite Homogeneity: Date of Sampling: 04-26-2022 Date of Receipt: 04-27-2022 Date of Report: 04-29-2022 Lab rD-Version;: 13973001-1 Asbestos Content ND Moderate Location: 14, Gray 12"X12" FT/Black and Tan Mastic -2nd Fir Stock Rm Lab ID-Version;: I 3973002-1 Sample Layers Asbestos Content Blue Floor Tile ND Multicolored Mastic ND Sample Composite Homogeneity: Moderate Location: 15, Gray 12"X12" FT/Black and Tan Mastic -2nd Fir Back Area Hall Lab ID-Version;: 13973003-1 Sample Layers Asbestos Content Blue Floor Tile ND Multicolored Mastic ND Sample Composite Homo2encity: Moderate Location: 16, Gray 12"X12" FT/Black and Tan Mastic -2nd Fir Break Rm Lab ID-Version;: 13973004-1 Sample Layers Asbestos Content Blue Floor Tile ND Multicolored Mastic ND Sample Composite Homogeneity: Moderate The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guide lines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than I% unless point counting is perfonned. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. + A "Version" indicated by -"x" after the Lab TD# with a value greater than I indicates a sample with amended data. The revision number is renected by the value of "x". Eurofins EPK Built Environment Testing, LLC EMLab ID: 29 11081 , Page 5 of 6 Eurofins EMLab P&K 1815 West Diehl Road, Suite 800, Naperville, IL 60563 (866) 871-1984 Fax (856) 334-1040 www.emlab.com Client: San Diego Testing C/O: Mr. Mike Anderson Re: 1905 Calle Barcelona Suite 125 ASBESTOS PLM REPORT Location: 17, 2'X4' CT -2nd Fir Back Area Hall Sample Layers Beige Ceiling Tile with White Surface Composite on-Asbestos Content: Sample Composite Homo~eneity: Location: 18, 2'X4' CT -2nd Fir Break Rm Sample Layers Beige Ceiling Tile with White Surface Composite Non-Asbestos Content: Sample Composite Homogeneity: Date of Sampling: 04-26-2022 Date of Receipt: 04-27-2022 Date of Report: 04-29-2022 Lab rD-Versiont: 13973005-1 Asbestos Content ND 50% Cellulose 30% Glass Fibers Good Lab LD-Vcrsiont: 13973006-1 Asbestos Content ND 50% Cellulose 30% Glass Fibers Good The test report shall not be reproduced except i11 full , without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than I% unless point counting is perfonned. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. :j: A "Version" indicated by -"x" after the Lab ID# with a value greater than I indicates a sample with amended data. The revision number is reflected by the value of "x". Euro fins EPK Built Environment Testing, LLC EM Lab ID: 2911 081, Page 6 of 6 'Sf CHAIN OF CUSTODY www.EMLabPK.com i). EM Lab P&I Mallton, NJ: 3000 lilcoln Dffie Ent,Sufte A Mlrtton. NJ 08053 (888) 871-1984) Phoenix, AZ.: 1501 Wal Knudsen Dffie, Phoenix. AZ. 85027 • (800) 651-4302) WEAlHl!lljl'o; RM S-VMl,Clw f REQU!SnD None □□□ a ~ !Light a □ a □ a cuUutable li'i Modi a □ a □ Tepe Bic>CaMtle .. lll~J,Ji~l~Mlii)!lt~l~f I~~ ..J ,Her) 0 □ □ □ j Spor11 Sv.eb ndtnen, SAS. S 002911081 S. San Franclsc:o, CA: 6000 Shoiflne Cl Ste 203, s. San Francisco, CA 94080 • (BIie) 888~ --Trep BIA W81er, Bulk, Oust, j~ ~ :r. - t I 2 ! ff ~ iJ> ..., ..., i -i 'l' Ji~_j ol Phone/Emal: IIMa-ZMI ml...,.dllgolNUnp.col!' l ~ ~ t ~ S ~ J ! ~ PROJECT INFORIIATION TUltM AROUND TIIIE coou. (TAT) t i J e e i I f t i 1 < CONTACT INFORMATION 1 Company: San Dk1Jo Teatfng I 'Contact: Miu Andel'IOn Special lnstrudlonl· -dto./QCS-(a. 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'::::::::,,/;,,.,., W fl. _tia~_r: ·_= -Ll -=-..... ~,:, ,.,,,.l.~"!>.~--.,,,,,,1 .. \,1' Certificate of Accreditation to ISO/IEC 17025:2017 NVLAP LAB CODE: 500034-0 Eurofms EMLab P&K San Diego, CA is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for: Asbestos Fiber Analysis This laboratory is acaedited in accordance with the recognized International standard !SOAEC 17025:2017 This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint !SO-ILAC-IAF Communique dated January 2009) 2022-01-01 through2022-12-3l EffectNe Dstes ~, ~ r ' \.., tJM__ );"l~ For the Natianal Volu,ttj),bora/OQ:'._,Acrn,dl11tion Ptogram Asbestos Report SAN DI EGO 1905 Calle Barcelona -Ste. 125 T E S T I N G Carlsbad, CA Asbestos Training Program This is to certify Michael Anderson 4308 Has successfully completed 4 hours of formal training required by section 206 ofTSCA II entitled Building Inspector Refresher Presented By Environmental Compliance Training PO BOX 16555 San Diego, CA. 92176-6555 (858) 558-7465 Director: -----\..J!;..-4\~~~~-~=~ Walter T. Amenta, Class Dates: 09-08-2021 Exam Date: n/a Expiration Date: 09-08-2022 Certification Number: 0921ABCA149502 SEWER DISTRICT CERTIFICATION (_(~ityof Carlsbad h~'I Leucadia Wastewater District (.;;;!Mj Vallecitos Water District 201 Vallecitos de Oro 1960 La Costa Ave. Carlsbad, CA 92009 San Marcos, CA 92069 (760) 744-0460 The following project has been submitted for building permits: Plan Check #: Permit #: CBC2022-0304 Property Owner: TREA NW FORUM AT CARLSBAD OWNER LLC · Project Address: 1905 CALLE_ BARCELONA, # 126 Assessor's Parcel #: 2550120400 Project Description: r-4!1<:E:j (6,008 SF)STRUCTURAL TENANT IMPROVEMENT City Certification: City of Carlsbad Building Division Date: October 07, 2022 Please indicate in the space below that the owner has entered into an agreement to have your agency provide public sewer service to the premises, and/or if the existing service is adequate for this project and all required conditions have been satisfied. Permits will not be issued until this form is completed and returned to our office. This space to be completed by District Personnel I certify the district requirements for sewer service have been satisfied. Approved by: ~ ~. Title: FIELD SERVICES SPECIALIST COMMUNITY DEVELOPMENT -Building Division 163~ faraday Ave I Carlsbad, CA 92008-7314 I 442~339-2119 I 760-602-8560 f Ibuildmg@carlsbadca.govjwww.carlsbadca.gov { City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. NOTE: The following type of pemiits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. Ii. ):"" ~--If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordi~ance, check NIA and provide an explanation or code section describing the exception. I-:-,c.'" ,. Lir .... t..:....I Details on CAP ordinance requirements are available at each section by clicking on the municipal code link prov~,. d.,The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMG) and/or Energy de · d Green Code sections. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: Nike By La Costa BP No,C ~ "2.0'Z..'2 -0 OO'i 1905 Calle Barcelona Suite 120 Carlsbad. CA Samantha Avalos 8370 Wilshire Blvd Suite 330 Beverly Hills, CA 90211 424-330-7970 Contact Email: samantha.avalos@permitadvisors.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature: ___ ---"'Samant/ia===a,,,,"'"'~eo"", _______ Date: __ 4_/2~9_/2~2 ____ _ B-50 Page 1 of7 Revised 04/21 r B. D Nonresidential' new construction or alterations~ $200,000 building pennit valuation, or additions~ 1,000 square feet. See CMC 18.21.155and CALGreen Appendix AS □ NIA AS.203.1.1 Choose one:□ .1 Outdoorlighting □ .2 Restaurant service water heating (CEC 140.5) □ .3Warehousedocksealdoors. □ .4DaylightdesignPAFs □ .5 Exhaustairheatrecovery !!! NIA AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) ---------- 1'11" .90 Energybudget (ProjectswithindoorlightingANDmechanical) □ N/A M-500 & 501; E-500, 50:il AS.211.1" □ On-site renewable energy: (I NIA AS.211.3" □ Green power. (If offered by local utility provider, 50% minimum renewable sources) V'f NIA AS.212.1 □ Elevators and escalators: (Project with more than oneelevatorortwoescalators) ~ NIA AS.213.1 □ Steel framing: (Provide details on plans foroptions 1-4 chosen) <ii! NIA • Includes hotels/motels and high-rise residential buildings "For alterations~ $1,000,000 BPVandaffecting> 75% existing gross floor area, OR alterations that add 2,000square feet of new roof addition: comply with CMC 18.30.130 (section 28 below) instead. 2. Photovoltaic Systems A D Residential new construction (for low-rise residential building pennit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 38 below(low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets if necessary) Total System Size: kWdc = (CFAx.572) I 1,000 + (1.15 x #d.u.) 'Fonmula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception □ □ □ □ B. D Nonresidential new construction or alterations ~$1,000,000 BPV AND affecting ~75% existing floor area, OR addition that increases roof area by ~2,000 square feet Please refer to CMC 18.30.130 when completing this section. 'Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: □ If< 10,000s.f. Enter: 5 kWdc Min. System Size: □ If~ 10,000s.f calculate: 15 kWdcx (GFN10,000)" kWdc "Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 4 I 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : □ Multi-family residential· □ Exception · Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: TotalEVSEspaces= .10xTotalparking spaces proposed(roundeduptonearestwholenumber) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready' or "Capable" 'Major alterations are: ( 1 ) forone and two-family dwellings and townhouses with attached garages, alterations have a building penmit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building penmit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. • ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) □ Exception: ____________ _ Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I I Calculation· Refer to the table below· Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 □ 201 and over 10 percent of total 50 percent of Required EV Spaces Calculations: TotalEVSEspaces= .10xTotalparking spaces proposed (roundeduptonearestwholenumber) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" Updated 4/16/2021 6 ( City of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 \ {• ' i-''\\~ \j, . www.carlsbadca.gov / INSTRUCTIONS: F,1j\\.J)\ To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual). To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements, 'STANDARD PROJECT' with TRASH CAPTURE REQUIREMENTS, or be subject to 'PRIORITY DEVELOPMENT PROJECT' (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standard ►han initially assessed by you, this will result in the return of the development application as incomplete. In this case, p make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more ~ questions, please seek assistance from Land Development Engineering staff. - A completed and signed questionnaire must be submitted with each development project application. Only one co~et~ and signed questionnaire is required when multiple development applications for the same project are sublw.,I concurrently. PROJECT INFORMATION PROJECT NAME: Nike by La Costa APN: ADDRESS: 1905 Calle Barcelona Suite 126 Carlsbad, CA 92009 The project is (check one): D New Development D Redevelopment The total proposed disturbed area is: ft' ( l acres The total proposed newly created and/or replaced impervious area is: ft' I l acres If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID SWQMP#: Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. This Box for City Use Only YES NO Date: Project ID: City Concurrence: □ □ By: E-34 Page 1 of 4 REV 09/21 STEP 1 TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a "development project", please answer the following question: YES NO Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building ~ □ or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? If you answered "yes" to the above question, provide justification below then go to Step 6, mark the box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): This project includes only interior remodels within an existing building If you answered "no" to the above question, the project is a 'development project', go to Step 2. STEP2 TO BE COMPLETED FOR ALL DEVELOPMENT PROJECTS To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following: YES NO 1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; OR □ □ b) Designed and constructed to be hydraulically disconnected from paved streets or roads; OR c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in □ □ accordance with the USEPA Green Streets guidance? 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? □ □ If you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 6, mark the second box stating "my project is EXEMPT from PDP ... " and complete applicant information. Discussion to justify exemption ( e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered "no" to the above questions, your project is not exempt from PDP, go to Step 3. E-34 Page 2 of 4 REV 09/21 _____ ._ , -. ._ STl;:P3 __ . TO EJE l;OMPLETED FOR Al,L NEW OR REDEVELOPMENT PROJECTS To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.(1 )): YES NO 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces D D collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or D D more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is D D a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside D D development project includes development on any natural slope that is twenty-five percent or weater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is D D a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious street, road, highway, freeway or driveway surface collectively over the entire project D D site? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcvcles, and other vehicles. 7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally D D Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands).• 8. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair D D shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes D D RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land D D and are expected to generate pollutants post construction? 11. Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? (CMG D D 21.203.040) If you answered "yes" to one or more of the above questions, your project is a PDP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 6, check the first box stating, "My project is a PDP ... " and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT'. Go to step 5, complete the trash capture questions .. • Env1ronmenta!ly Sens1t1ve Areas include but are not l1m1ted to all Clean Water Act Section 303(d) 1mpa1red water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quanty Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Gilles and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. E-34 Page 3 of 4 REV 09121 STEP4 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPMENT PROJECTS (PDP) ONLY Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)): YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A) = sq. ft. □ □ Total proposed newly created or replaced impervious area (B) = sq. ft. Percent impervious area created or replaced (B/A)"100 = % If you answered "yes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 6, check the first box stating, "My project is a PDP ... " and complete applicant information. If you answered "no," the structural BM P's required for PDP apply to the entire development. Go to step 6, check the first box stating, "Mv project is a PDP ... " and complete applicant information. STEPS TO BE COMPLETED FOR STANDARD PROJECTS Complete the question below regarding your Standard Project (SDRWQCB Order No. 2017-0077): YES NO Is the Standard Project within any of the following Priority Land Use (PLU) categories? R-23 (15-23 du/ac), R-30 (23-30 du/ac), Pl (Planned Industrial), CF (Community Facilities), GC (General □ □ Commercial), L (Local Shopping Center), R (Regional Commercial), V-B (Village-Barrio), VC (Visitor Commercial), 0 (Office), VC/OS (Visitor Commercial/Open Space), Pl/O (Planned Industrial/Office), or Public Transportation Station If you answered "yes", the 'STANDARD PROJECT' is subject to TRASH CAPTURE REQUIREMENTS. Go to step 6, check the third box stating, "My project is a 'STANDARD PROJECT' subject to TRASH CAPTURE REQUIREMENTS ... " and complete applicant information. If you answered "no", your project is a 'STANDARD PROJECT'. Go to step 6, check the second box stating, "My project is a 'STANDARD PROJECT' ... " and comolete aoolicant information. STEP6 CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION D My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) per E-35 template for submittal at time of application. 0 My project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' stormwater requirements of the BMP Manual. As part of these requirements, I will submit a "Standard Project Requirement Checklist Form E-36' and incorporate low impact development strategies throughout my project. 0 My project is a 'STANDARD PROJECT' subject to TRASH CAPTURE REQUIREMENTS and must comply with TRASH CAPTURE REQUIREMENTS of the BMP Manual. I understand I must prepare a TRASH CAPTURE Storm Water Quality Management Plan (SWQMP) per E-35A template for submittal at time of application. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibits to verify if 'STANDARD PROJECT' stormwater requirements apply. ~ My project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Appl'lcant Information and Signature Box Applicant Name: s amantJia <Lmi,,., Applicant Title: Assistant Project Manager Applicant Signature: Date: E-34 Page 4 of 4 REV 09121 ATTACHMENT 9 il1 High Pile Storage (HPS) Required Information The following information shall be completed and copied onto the HPS plans for all projects within the city of Carlsbad: Commodity aassification: 0 I O II O Ill O IV li:::J High Hazard li:::J Group A plastic Commodity detailed description: GROUP A PLASTICS ON MULTIPLE ROW RACKS TO 10'-0"; NFPA 13 TABLE 17.2.1.2(a); CARTONED NON-EXPANDED For Group A Plastics where the commodity classification is not High Hazard complete the following: Expanded plastic: Percent by volume: __ %. Percent by weight: ___ % Non-expanded plastic: Percent by weight: ___ % Packaging consist of CORRUGATED CARDBOARD 0 Cartoned D Free flowing 0 Non-expanding D Encapsulated D Non-encapsulated 00ther, ________________________ _ The maximum storage height (solid pile ~~~~~rack 10'-0" ) The following storage methods are employed at this facility (mark all that apply): □Solid pile storage □Palletized □Single row rack □Double row rack li:::JMulti-row rack □Other ___________________________ _ Rack storage shelf D N/A D Load beam only 0 \Mre mesh □Wood slates D Plywood D Other (Describe): _______________ _ The area designated in the building and used for high piled storage is 1,196 CLASS A commodity, 1 196 sq ft CLASS ____ c.ommodity, ____ sq ft CLASS ____ .commodity, ---,=-,-,-,--,,..,-sq ft B Smoke vents required 0 No D Yes Fusible link ~1'-'6-"5 ___ degree F. Draft Curtains Required? D Yes Ii::) NO The overhead fire sprinkler system utilizes the following heads: 0 ESFR. I( at PSI nitl, F0 I.cads square feet. li:::JStandard Coverage Heads: ~ 0 Pendant D Upright --1Z2_ degree with a density of O 30 2 000 square feet spaced at a maximum of ...1QQ__ square feet per fire sprinkler. NFPA 13 Design Table: FIGURE 17.2.1.2(a) Curve: ~N_,,/_,::,A'--------- Minimum distance between top of storage and sprinkler deflector: 1 '-11" Feet In-rack sprinklers required 0 Tl 1€1 C i91\!re Aisle width: 3'-8" feet. □Yes li2]No le, cl(.!1~ ef i1, reel( fi,e 9pt inltler ,,,eteetiel"I. Ii::! Fire access doors required? D Yes (Maximum distance of 100 lineal feet) 0No fi2I Rue spaces required? Ii::) Yes 0No D Flue space between racks shall be maintained a minimum of: Transverse _6 __ :: clear. D Must be vertically aligned (for storage >25') D Column protection required? D Pallet Stops Required? Longitudinal pallet stop configuration: fi2I Yes □No □Yes (i21No □ ChaiP"i Unit O Rell Fern: 0 "C" Ghanr1el O Other: Transverse Rue Pallet Stop configuration: D Meehenieal ffl88A9 ~fh:1e heef!Jers, ete.) O beael ~eam FA&Fliings ul<eep Clear" Hand Stack? □No li2JYes #oftiers: 5 Chainlinkrequired@No □Yes gpm over 19 Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 Record ID #: Not in System Plan Check#: DEH2022-HHMBP-012213 Balance Due: $87.00 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Name Nike lnC Business Contact Samantha Avalos Telephone# Plan File# (424) 330-7970 Project Address 1905 Calle Barcelona, SUITE# 126 City Carlsbad State CA Zip Code 92009 APN# 0000000 Applicant Samantha Avalos Applicant E-Mail Applicant Telephone# samantha.avalos@permitadvisors.com (424) 330-7970 The following questions represent the facility's activities, NOT the specific project description. PART I: EIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: M Facility's Square Footage (including proposed project): 6008 □ Explosive or Blasting Agents □ Organic Peroxides D Water Reactives □ Corrosives □ Compressed Gases □ □ Oxidizers □ Cryogenics □ Other Health Hazards □ Flammable/Combustible Liquids Pyrophorics □ Highly Toxic or Toxic Materials □ None of These □ Flammable Solids □ Unstable Reactives □ Radioactives PART U: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMP): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 1/9/2023 YES 1. □ 2. □ 3. □ 4. □ 5. □ 6. □ 7. □ 8. □ NO ll!l ll!l ll!l □ ll!l Iii ll!l ll!l Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances In quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 0)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). □ □ □ CalARP Exempt CalARP Required CalARP Complete Review Date: PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. YES NO 1. Iii □ 2. ll!l □ 3. □ @ 4. □ la) Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? Will the project involve the removal of any load supporting structural member? 5. □ @ @ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf 6. □ (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.ode.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Retail space selling shoes and clothing; this Is a Nike Store Interior tenante lmprovment w/ MEP work. I declare under penally of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. □; Fees Acknowledged: ll!l Samantha Avalos 8/19/2022 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: -------------------------------DATE: ___________ _ EXEMPT OR NO FURTHER INFORMATION RELEASED FOR BUILDING PERMIT BUT NOT FOR RELEASED FOR OCCUPANCY REQUIRED OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCD ~·r• or s..o;c~ ~ REVI WEC ~ M. Martinez SIGW.TUffE 8/30/2022 'lAT M,1n •A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ_HMO_HMBP _Questionnaire v 2.0 (8/2021) Printed on: 8/30/2022@ 4:58 PM