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HomeMy WebLinkAbout2470 FARADAY AVE | 6200 EL CAMINO REAL; ; CB090367; PermitCity of Carlsbad 03-12-2009 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090367 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2470 FARADAY AV CBAD Tl Sub Type: Lot#: 2090402800 $0.00 Construction Type: Reference #: BECKMAN COULTER: 943SF REMODEL MICRO/PCR=MANUFACT TO MANFACT. AFP 0 58 Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 03/09/2009 JMA 03/12/2009 03/12/2009 GOOD & ROBERTS INC. HAGAMAN FAMILY SURVIVORS 1990 TRUST 11-07-90 1090 JOSHUA WAY VISTA, CA 92083 619-598-7614 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 5320 SUNNY CREEK RD CARLSBAD CA 92010 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) . PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $0.00· $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ($1.00) ?? $0.00 Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 Inspector: ~~~~ANS . --::::::-·· E ..:sc.a.n1te.A -ATTACHED FINALAf;~~~Lc; Date: l5 () f Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." 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 f ' h v ·v E ' . . . h f ' . . vi I h . , City of Carlsbad ----..-~ ... --O, q 0301 i'~i1 Plan Check No. 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 760-602-2717 / 2718/ 2719 -~::~· Fax: 760-602-8558 Plan Ck. Deposit -I Building Permit Application Date ? { Cf { D'1 ld-n,A:- JOB ADDRESS SUITE#/SPACE#/UNIT# IAPN 209 2470 Faraday Avenue -04 -20 - CT/PROJECT# I LOT# I PHASE# I# OF UNITS I~ BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP Beckman Coulter V-B B,F1,S1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Remodel 943 s.f. "Micro/PCR" of existing manufacturing space (F1) to the proposed manufacturing space (F1) -there will be no change of use. Proposed manufacturing layout includes removal of existing light fixtures and modifications of existing HVAC. Proposed includes installation of metal stud walls, light fixtures, HVAC roof mtd. units with duct work and plumbing. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE rR CONDITIONING I FIRE SPRINKLERS F1 • Manufactl,!ring F1 -Manufacturing o . 0 0 YESO. No[!:] YEs0No0 YES0NoO CONTACT NAME (If Different Fom Applicant) Ned Haskell-Smith Con. Arch. APPLICANT NAME Smith consulting Architects ADDRESS ADDRESS 12220 El Camino Real, Ste 200 12220 El Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP S~n Diego CA 92130 San Diego CA 92130 PHONE PHONE 85~-793-4777 'FAX 858-793-4787 858-793-4777 'FAX 858-4787 EMAIL EMAIL nedh@sca-sd.com nedh@sca-sd.com PROPERTY OWNER NAME Beckman Coulter CONTRACTOR BUS. NAME Good and Roberts ADDRESS ADDRESS 2470 Faraday Avenue 1330 Park Center Drive CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92009 Vista CA 92081 PHONE PHONE 760-438-6313 'FAX 760-438-6504 760-598-7614 'FAX 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com cglynn@goodandroberts.com ARCH/DESIGNER NAME & ADDRESS I STATE LIC.C11701 STATE UC.# . I CLASS lc1?0~ Smith consulting Architects 8377551 Sec. 7031.5 Business and Professions Code: An Ci or Coun which re uires a ermit to construct alter im rove demolish or re air an structure rior to its issuance, also re uires the ( . . . y ty . _ty q p . . ' ' p ' . p ~ 'P. . . ~-. applicant for such permit to file a signed statement that he 1s licensed pursuant to the prov1s1ons of the Contractor's License Law /Chapter 9, commending with Section 7000 of D1v1s1on 3 of the Business and Professions Code} or fhat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$5001). ®0@05@@3 ° 130@@@ffi0~ l1O0ID Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: B I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines UJJ to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. 25 CONTRACTOR SIGNATURE DATE 0wro@@¢0©ot10rnm 0&~l!.a@c.;lf00ro I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Oves 0No 2. I (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinale, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracled (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): 25 PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a businessa, acutely hazardous materials registration fonm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes L..JNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? 0Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes ~No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above infonmation is correct and that the infonmation on the plans is accurate. I agree to comply with all City ordinances and State Jaws relatingto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penmit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permitissued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such · ·s suspended or abandoned at anytime after the work is commenced for a ·od of 180 ays (Section 106.4.4 Uniform Building Code). _.6 APPLICANT'S SIGNATURE DATE Cltv of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit#: CB090367 Project Name: BECKMAN COULTER: 943SF REMODEL MICRO/PCR=MANUFACT TO MANFACT. Address: 2470 FARADAY AV Contact Person: NA Sewer Dist: CA Phone: 7608010701 , Water Dist: CA Date: 08/18/2009 Permit Type: Tl Sub Type: AFP Lot: 0 ........................................................................................................................................................ __..,__.,~"'-\:,--'--=-----~:~ected: '£?,j )-O 2 Approve~ Disapproved: __ Inspected Date By: __________ Inspected: _____ Approved: __ Disapproved: __ Inspected Date By: Inspected: _____ Approved: __ Disapproved: __ Comments: _____________________________ _ City of Carlsbad Sldg Inspection Request For: 08/18/2009 Permit# CB090367 Title: BECKMAN COULTER: 943SF REMODEL Description: MICRO/PCR=MANUFACT TO MANFACT. Type:TI Job Address: Suite: Location: Sub Type: AFP 2470 FARADAY AV Lot: 0 Inspector Assignment: PD --- Phone: 7608010701 lnspectork OWNER HAGAMAN FAMILY SURVIVORS 1990 TRUST 11-07-90 Owner: BECKMAN COULTER INC Remarks: Total Time: Requested By: NA Entered By: CHRISTINE CD Description Comments 19 Final Structural .SI te-' I 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ~ Associated PCRs/CVs Original PC# PCR09085 WITHDRAW BECKMAN: CHANGES TO PADS FOR; HEAT EXCHANGER & WATER TANK lns12ection Histoi:y Date Description Act lnsp Comments 06/17/2009 39 Final Electrical PA PD DISCONNECTS @ A/C 06/10/2009 23 Gas/Test/Repairs AP PD 24 HR TEST 06/09/2009 23 Gas/Test/Repairs PA PD START 24 HR TEST@ 10:00 05/26/2009 17 Interior Lath/Drywall PA PD 05/13/2009 14 Frame/Steel/Bolting/Welding AP PD WALLS 05/13/2009 24 Rough/Topout AP PD 05/13/2009 34 Rough Electric AP PD 05/13/2009 44 Rough/Ducts/Dampers WC PD 05/11/2009 34 Rough Electric CA PD by ERIC 04/29/2009 15 Roof/Reroof PA PD CURBS 04/29/2009 21 Underground/Under Floor PA PD J_t.f 7 () {' kfl-A-j) A 1 lt3 t!J1 (!) 3h 7 KL.AUSBRUCKNER ANO ASSOCIATES February 21, 2009 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 RE: Beckman Coulter-2470 Faraday Ave. PCR Lab-Building #1 To Whom It May Concern: 4105 Sorrento Valley Blvd. San Diego, CA 92121 Tel: (858) 677-9878 Fax: (858) 677-9894 This letter is to confirm that based on our analysis of the hazardous materials quantities and locations, there are no proposed changes to the occupancy of the PCR Lab in Building # 1. Shoulµ the facility expansion or tenant improvements include moving into an area which was previously an office, the sprinkler requirements will change as follows: Office Requirements: Light Hazard Occupancy 0.1/1500 plus 100 gpm hose demand Proposed Based on Change: Ordinary Hazard Group 2 0.2/1500 plus 250 gpm hose demand Minimum Existing Design Density: Unlmown If you have any questions or need additional information, do not hesitate to call at 858- 677-9878. Sincerely, Elley Klausbruckner Fire Protection Consultant Beckman Coulter PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Beckman Coulter PCR/Micro Carlsbad, CA Structural Calculations for New Roof Mechanical Units 2K9-70 Sheets 1 thru 8 BECKMAN EXISTING DESIGN LOADS ROOF: DEAD LOAD ROOFING ½"PLYWOOD INSULATION 2X6 @ 24" O.C. 6X14@ 6'-0" O.C. SUSP. CEILING M&E MISC. BEAMS GIRDERS LIVE LOAD: 2.2 1.5 0.3 1.1 2.5 1.8 2.0 0.6 12.0 PSF 2.0 1.5 15.5 PSF 20 PSF REDUCIBLE PRIME Joo: :iP1-7,.. STRUCTURAL Oat~: ?-{ 0 0/ ENGINEERS snt: _, __ Conterminous 48 States 2006 International Building code Latitude= 33.13787 Longitude= -117.26925 A.PRIME Job: ~;-7" STRUCTURAL oate: ti 01 ENGINEERS snt: i--- Spectral Response Accelerations ss and sl ss and Sl = Mapped spectral Acceleration Values Site class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.129 (ss, Site class B) 1.0 0.428 (Sl, Site class B) Conterminous 48 states 2006 International Building Code Latitude= 33.13787 Longitude= -117.26925 Spectral Response Accelerations SMs and SMl SMs =Fax ss and SMl = FV x Sl site class D -Fa= 1.049 ,Fv = 1.572 Period (sec) 0.2 1.0 Sa (g) 1.184 (SMS, Site Class D) 0.673 (SMl, site class D) conterminous 48 states 2006 International Building Code Latitude= 33.13787 Lon~itude = -117.26925 Design spectral Response Accelerations SDs and SDl SDs = 2/3 x SMS and SDl = 2/3 x SMl Site Class D -Fa= 1.049 ,Fv = 1.572 Period (sec) 0.2 1.0 Sa (g) 0.789 (SDs, site class D) 0.448 (SDl, Site Class D) G~ (fiMA-N ~v ,it>-\ p cfJ../ t-Jv1.r.,.,(LD ~fl,,! f!..oor"~r l\~lr11. F, ,; o A a1 Stis W r ( 1 t 1-e,1 ) R., /f-r °'-r 1' 1.., s ~, ~ ,,<:) J. ~ to r Sp5 ~ o.,z1 PR·I NJ E ,Job: ~.: SmUCTUHAI. Date: 2:/.!..1. ENGINEERS Sht: _ l .... ~ ~ ,t-\11, :: o, '?.Sr>$! WI" :: o,.i( o,,a"J )C /.o )wf :: o. ~ J Wt Ff,vqt:( " ~.l-$f>.twr ~-tA~ -;. I, b $1>> J. w, ~ t1.i--(o,1iq)(wy)" 1>,l'fi:Z,>r ,::; t, l:i l {), ,<i1X1 ·" J wp ? ,, -u:i2-wr IJ-lr "<' , "I oo ..t.;L ~ ~ t-11$'" i,)~. ('),1,,.2$4/ S~ ') 'r v, /'?'g i,Jf /i,. ft~•\ :::-o, 33'.5 vJf l t-f!..fl>) ~ o. ·p 'I wt (A-r.Ti>) _.,, ,. fl>,MIN ~ vJ.r/J... ~ b?,rdr? Wf > (7, 2.~1 t,)f . • ; N4) vll'UPr/ /1~ '/)or,,lJ\lvlkr;/> (.,c,tt:., .,. 11-z wf +-,~e./1-'i ·;;, Q,bG7 ""'r -t O,l31'Wr ::: o, io" wr [ Dv\~ t'D ";,(:/.~M{c.. 1_,,.,,A-1> 0<·ie : o.,o~ w'f /l,"J7J -=-o.b11 w,o P "ltf flO ,ockb l-""'kf> -..:: 0 · -'6 7 t4y 1 -·. 1,- v"f t ' 3r..1S --, - Sr;'" L <.:,-6 () V' Cf.,N '5 .e..1 /fiJpce;r;~ vti+-c,J u ..... IS (,J<,r,1~ t/J6P%D " P'·~~P(~-;2!,J>G, {f I N(r,J ~..oof fO( IAN 11"'3 (PNf": f1:: "t;, 1e,s vJt (~·o.s 1/t11 1')+ o-1~& ~f/-v ~ 0, lf f, </ l,Jf (L.fe.FI>) 1 ~ Vf i b--f PRIMEJob: ~-1 "' STRU('T!JR/1L D ~a· ~ '"'l I VII f'\ chv. • ~- ENGli~ EERS Sht: _ _L_ '• .,. ttu;; -._ f'~,MIN~O.'/-b1(,..}f 7 17 .'s3~1AJf ;,/.)o i,tfitrr! { C r,,{LJ'lf;'k. fr d--$ ., . ~ £ e ,1,,(ff~f(i!' ,J t£) (.111,.£ 11> s,t1r141c LA>A-r> w,& ~r: D,121. wf / 1.m ~lie r1~ t>.f;k$ WJJrt> ~ ~ r>.65 o wt -::; 'fl, S--31 Wf' ~ 6-o vq .. M ty {,-J/'ff"u-1<>,J 1,<'fn,rrl U 8 c,-,rJJ:11>c1uff> I N(W Bf.P('I\,\ k¼ pt:t-vfN\1 r J i. ~ l ' k l l ~ k i' .. -o v,)) -;; 3/ ( J'/ (JS f:") ~ '/ 2 /j,t' w1.,' i ( Wr,1r) -: £o,Jf. x PRrn/lEJob: ~0 STfWCTURAL Date: .!:/2.L. EMGINEERS Sht: !7 f'vl 1 . ,::U I,{;, ~ A-;, "'t' {'I Jt1,J B,t'AN\ l C<>lf56'1¥M11/e). ' f,,, M LP>/JA:tJ 1;< '2' j'·i-t,F-1-('fo ~-n·\ o!>(. ,vl~vlv €:X1;nl\J/,-vJts¼. 11-0 ~ f>v fs f, -i' J z' J, z' J gi' l i' -~ k I , /4\ 1 /.f,i,~0 ft~ ~ JL/ f;f ( 'i 4)(1-o'). :::.. Z.2-~ le ½i.. :: ti f/F {f'){1r1') ::: .t.lftk ,! fi.i, ~ 2..1-'{1' >r 3/3 ( t)/F,<f k) .:: j,, <i:J, J? f;.1.--:. I c°}tli.- r1~ = t :v-J fc • .-Ys ( 1N1Y-f t) -::-:z.. $"> \:.. '3v: 1/JZ.} _.. $el; t:DfA,f!JL'ffJt. GlA'r'f'i41"' A--r" J-16.1)(-ul)-; 610/f .. ~·-,...1 ... ~ IZ-rsf ~-~ft_~!,, et..J$1? Nfr irJI~)( 4/0 ofl,.. ! ~ e,.,.,.,_,,~fi!.. ~t.4/iflll. f' NEW BM UNDER UNIT PF? H\11 E Job: 1:J£:i:J C) ST,~UCTURAL Date: .J:::b.:J.. J:NGINEERS Sht: t (BU (slp12vls0b4148TBEAM ANALYSIS PROGRAM (slp9vls0b4148T SPAN LENGTH= 8.00 :ft (6.43) (BU (s0pl0 (Simp1.e Span) UNIFORM LOADS (k/:ft & :ft) wd w1. Xl X2 0.042 0.060 0.00 8.00 POINT LOADS (k & :ft) Pd Pl. X 0.994 '0.000 4.00 REACTIONS (k) LOAD LEFT RIGHT Dead 0.665 0.665 Live 0.240 0.240 Total. 0.905 0.905 MAXIMUM FORCES V max = 0.905 k @ 0.00 :ft Vd max= 0.665 k @ 0.00 :ft M max = 2.804 k:ft @ 4.00 £t Md max= 2.324 k:ft @ 4.00 :ft DEFLECTIONS (EI = kin"'2) LOAD De£1. (in) X (£t) Total. 27722/EI 4.00 Live 5530/EI 4.00 Dead 22192/EI midspan Pos. Moment Lu= 1.00 :ft Brace Spacing = 1.00 :ft Actual. : 3.5" x 7.5" #2 Design per 1991 NDS Doug1.as Fir-Larch STRESSES (psi) Shear@ 'd' *V = 0.64 k@ 0.63 :ft *Fv = 86 :fv = 37 43 % Fb' = 1420 £b = 1025 72 % Live LDF = 1.25, Cf= 1.30, Cl.= 1.00 * Governed by Dead LDF = 0.90 DEFLECTIONS (in) Total.= 0.14 = Live = 0.03 = Dead = 0.11 (E = 1600 ksi) L / 682 L /3418 A.PRIME J-0b: ?d:1-7c. STRUCTURAL Date: z{ 0'i ENGINEERS Sht: DOUBLY AND SINGLY SYMMETRIC MEMBERS SUBJECT TO FLEXURE AND AXIAL FORCE (ASD DESIGN PER ANSI/AISC 360-05) DESCRIPTION: 2K9-70 EXIST W18X40 DESIGN PROPERTIES: Shape = W18X40 Fy= 36',l.<si ho= 17.40in E = · 290_QO ksi b1 = 6.02 in A= 11.80 in2 tw= 0.32 in d = 17.90 in t1= 0.53 in Lx = 40.0o·,ft kx= 1.00 Ly= ,8.00,ft ky= 1.00 Lb= ·1,0Q;ft (KUr)x= 66.57 (KUr)y= 75.59 C = 1.00 Stress Increase= 1.00 Cb= 1.00 r1s = 1.56 kc= 0.56 FLANGE CHECK: CROSS SECTION CHECK: Lb= 12.0in=1.00ft Lp = 63.4 in = 5.29 ft Lr= 192.7 in= 16.06 ft b1/2t1 = 5.73 Apt= 10.79 Art= 28.38 COMPACT FLANGE COMPACT SECTION APPLIED LOADS: Loads applied shall be in ASD Add'I Loads: Axial, Pr= 0.0 k P1= Bending, Mx = 115.5 k-ft = 1386 k-in (+ in 3-1 Direction) P2= Bending, My= 0.0 k-ft = 0 k-in (+ in 4-2 Direction) P3= CAPACITY: Pc= Pn /Qc = 188.3 k Mex:= Mnx /Ob = 140.8 k-ft = 1690 k-in Mey= Mny /Ob = 18.0 k-ft = 216 k-in INTERACTION: Pr/2Pc + [Mr/Mc] = 0.82 < 1 P4= (Interpolate AISC Table 4-1) (See AISC Table 3-2) (See AISC Table 3-4) W18X40 ... OKI J= C = w Qc= Ob= Ix= Zx= Sx= rx= ly= Zy= s -y- r = y DL 0.00 k 0.00 k 0.00 k 0.00 k 0.81 1440 1.67 1.67 612.00 in4 78.40 in3 68.40 in3 7.21 19.10 in4 10.00 in3 6.35 in3 1.27 • Pa • 9;, LL ~ 0.00 k 0.00 in 0.00 k 0.00 in 0.00 k 0.00 in 0.00 k 0.00 in EXIST W18X40 2K9-70 PRiMEJob: _Zf:1-7"' S1'RUCTURAL Date:~ ;~NGINEERS sht: -~ -·- (BU (slp12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 40.00 ft (6. 43) (BU (s0p10 (Simpl.e Span) UNIFORM LOADS (k/ft & ft) wd wl. Xl X2 0.040 0.000 0.00 40.00 POINT LOADS (k & ft) Pd Pl. X 2.240 1.920 8.00 2.860 1.920 16.00 2.550 1.920 24.00 2.240 1.920 32.00 REACTIONS (k) LOAD LEFT RIGHT Dead 5.776 5. 714 Live 3.840 3.840 Total. 9. 616 9.554 MAXIMUM FORCES V max = 9. 62 k @ M max = 115. 47 kft @ 0.00 ft 16. 90 ft DEFLECTIONS (EI= kinA2) LOAD Defl. (in) Total. 33310744/EI Live 13377207/EI Dead 19933467/EI TOTAL Defl. L / 180 L / 240 L / 360 LIVE Defl. L / 240 L / 360 L / 480 EI 12491529 16655372 24983058 EI 6688604 10032905 13377207 X (ft) 19.97 20.00 midspan ' . 78,126 LOCA'f!ON RISTUIRN AIR (BACK) VENT SIDE (FROND LEFT SIDE RIGD-ITSIDE TOP 9.281 -I 12.03~ -J . UNITSIZE • 8 D 10 D 13 • 15 ~~ ~~ (6 (6(0) UNOBSTRUCTED ----~9Mlll I'"" ·--------87.09-4 r #.5 CONDENSER COIL • I -~----~ 13.500 3.938 23.25 102.3« 21.500 16.625 3.938 -4.563 4 LIFTING LUGS FLUE OUTLET (GAS Hl!AT ONLY) NOiES: ALL DIMENSIONS ARE OUTSIDE TO OUTSIDE UNLESS NOTED OTHERWISE. ALLOW .826' SCREW CLEARANCE AROUND UNDERSIDE OF BASE. Date Created/Modified: 2/512009 9:11:35 AM Using Ver 4.124 (OSN# 6458496) = IDlfEl' AUil. l8l NIUMIEIER OF CONDENSER FANS 8-10 TON • 1 FAIN 13-15 TON • 2 FANS AIR HANOLER TOP LENGTH 78.25 IIMl£ .. NJ. TOm& 77.75 CONDENSATE OfWN ,......, ..... 1" NPT GAJ.V. 'P' TRAP FURNISHED BY MANUFACTURER FOR CRAIN CONNECTION. Date Printed: 2/5/200912:05:16 PM 0) ~ , :, ,m:-UNIT (A) (8) -,,-,----·,01 ~ UNITED TECHNOLOGIES CARRIER r,oeo14e09 s,R.1C11st ,i, r •ln1 lt11S00CU'l00 ISfl'(Pl!(P(RIYQfC,IRRltRCOAPCAAtlCu uo 1s OO.IYf.11£0 U'llll tl'IE tmaEss to<On!CN 1>1.u Tl'£ 1SU6111ss1C11 or 111ts.: OR•w1NGs OR ootu1Ews CCJIT[NISllllLtl01liE:015Cl05(0CIIIIS(01111110Ule>J!RltA: 0CESNOTtoN51111JTEPIJITl'U!Ftf!ll,\lfC£011 ((J\l'OIIA110i<l•SllRIT1t'.lltOHS£NT. 1.tCEPl,-.C(OFt()(IRAC1 UNIT [tONOMl•ER+ ECONOHIJER+ WEIGHT WEIGHT W/P.E. WEIGHT CORNER WE I GHT CORNER WE I GHT CORNER WE I GHT CORNER WEIGHT • J" FT.·IN. I MM BOTTOM POWER CHART, THESE HOLES REO'O FOR USE WITH ACCESSORY PACKAGES - CONNECTION SIZES 1 3/8'" DIA. [351 FIELD POWER SUPPLY HOLE r OIA. [Sil POWER SUPPLY KNOCK-OUT ~ ~ ::: LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. I KG. 48HJ.111004 530 240 so 22. 7 90 40.9 127 57,6 l22 "'481-1J11.00S 540 245 I I I I 129 58.5 124 48HJ,.006 560 254 I I I I 134 60.8 129 4BTN11.00? 615 279 I I I I 147 66. 7 142 48HJx007 635 288 t t t t 152 68.9 147 NOTES, A J 2if! ·l 1, DINENSIONS IN I l ARE IN MILLIMETERS. fl• 'j,.s,o•(. 2. 0 CENTER OF GRAVllY, C ! U.\ '/, 3. ~ DIRECTION OF AIR FLOW. I) ; J. 7, o'{~ 4. ON VERTICAL DISCHARGE UNITS, DUCTWORK TO BE ATTACHED TO ACCESSORY ROOF CURB ONLY. FOR HORIZONTAL DISCHARGE UNITS FIELD SUPPLIED FLANGES SHOULD BE ATTACHED TO HORIZONTAL DISCHARGE OPENINGS, ANO ALL DUCTWORK SHOULD BE ATTACHED TO THE FLANGES. 5. NINIMUN CLEARANCE (LOCAL CODES OR JURISOJCTION MAY CORNER • A" PREVAIL) I o. BETWEEN UNIT, FLUE SIDE ANO CONBUST IBLE SURFACES, 36 IN., 18 IN. WHEN USING ACCESSORY FLUE DISCHARGE DEFLTR., b. BOTTON OF UNIT TO COMBUSTIBLE SURFACES (WHEN NOT USING CURBl 1 INCH BOTTON OF BASE RAIL TO COHBUST IBLE SURF ACES (WHEN NOT USING CURBl O INCHES. c. CONDENSER COIL, FOR PROPER AIR FLOW, 36 INCHES ONE SIDE, 12 INCHES THE OTHER. THE SIDE GETTING THE GREATER CLEARANCE IS OPTIONAL. d. OVERHEAD, 60 INCHES TO ASSURE PROPER CONDENSER FAN OPERATION. e. BETWEEN UNl1S, CONTROL BOX SIDE. 42 IN. PER NEC. f. BE1WEEN UNIT AND UNGROUNDED SURFACES, CONTROL BOX SIDE, 36 IN. PER NEC. g. m~~5~0 U~0~F !~~S~Lig~Ti~L cg~RmE~A~~S I ~~O P~~H~~C. h. HORIZONTAL SUPPLY AND RETURN END, 0 INCHES WHEN THE ALTERNATE CONDENSATE DRAIN IS USED. 6. WITH THE EXCEP1JON OF THE CLEARANCE FOR THE CONDENSER COIL ANO COMBUS1I0N SIDE AS STATED IN NOTE •So, b, ANO c, A REMOVABLE FENCE OR BARRICADE REQUIRES NO CLEARANCE. 7. UNITS MAY BE INSTALLED ON COHBU5118LE FLOORS MADE FRON WOOD OR CLASS A, 8, OR C ROOF COVERING MATERIAL IF SE1 ON BASE RAIL. 8. ~ ·r ~ TYP o·-2 9115· 1651 LEFT SI DE ".. ELECTRICAL DISCONNECT LOCATION 55.3 138 62.6 143 64.9 56.2 141 64.0 146 66.2 58,5 146 66.2 151 68.S 64. 4 160 72.6 166 75. 3 66.7 165 74.8 171 77.5 REAR 2'·9 S116°l 846.S 3·.5 S116"I 1050 OUTSIDE AIR~ CRBT~~::~~~~01, 2:lo~E 3A~;o.~RH~~~l_ CONDUJT SIZE USE SIZES CHAX.> 1/2.. ACC. 7/8"[22.21. 1/2-24V 7/8" [22. 2) 3/4" (001,003) POWER.11. I 1/8"{28.4) 1 <~~~-> <10105.,?~t P~~E;.11. : ?~r ~~r;~ (004) 3/4"FPT GAS I S/8'" (41. 31_ .11. -SELECT EITHER 3/4'" OR I 1/4'" FOR POWER, DEPENDING ON WIRE SIZE 1 3/4" OJA. (44) CHARGING PORT HOLE 0 7/8. OJA. (221 FIELD CONTROL WIRING HOLE E 3/-4"-14 NPT CONDENSATE DRAIN F 1 1/2' -14 Nf>l GAS CONNECT ION GI 2 1,r o!A. C64J PoweR SUPPLY KNoci::-ouT F/ ECONOMISER+ ANO o' -4 1/2" FILTER ACCESS PANEL (DISPOSABLE FILTERS) "' ' § • 0~ ':'. ~ ~ l's ~ ~ FILTER/ECONOMIZER ACCESS PANEL s~-,-.931~-[848] ~ls POWER EXHAUST 11114] I ECONOHllER+ HOOD I t C> \CONDENSER iL BLOCKOFF PANEL 1°100 c:::J 2· .7 112· 1 \ caoo1 1 3/4. {45) 1'-5 1/4° {438] FOR ECONOM I !iER-' CORNER ·a·_) VIEW 5-5 r-2·C~S;;11s·1 o·ci1/115· RIGHT SIDE EVAPORATOR ,----, l COI\L RETURN AIR OPENING I I o·-10 1s115· k=, RETURN AIR I VERTICAL I 12781 '<(f£C'J _ -1,.----..,---.fo·-s 3,a· ; _::: :-=-;~ ~:~ =::J 11371 ·-o 111s· [306]- o· -2 9115· [65) 1 ·c~sf~4" ~ SUPPLY AIR o· •5 7115· {138] ~CORNER'c' 181) 1 '-8 1;4· [514) 0'-7 114· {184] 1 ·-s s11s· ·-10 n,1s· o'-4 111s· 1~!76t7 ... _:-~..:-~ ..i:...-_ -- lJl z G> r rn A Na, o:r: z'-rn ~ 0 rnO rA rn· oO _,o :,:,I.fl n"o 0 0 0) o· oO rO -" ~---/ A / >. :c OJ / /. ~ -t / /. :r. ~ "'-1. o·.o 1116"[11.11 (;)o :,,.:;l EC0N0HI !ER+ (Jl ., .. , 6' ·1 11/16" ______ ..., • {439. 71 1274,6] {103. 21 118721 --ir~;~~ 3/8 / ;d~;PE;s:iLC:5?1~;;:i> 'j ,.,._,,..,...,,_, ..,,.. .. ,,.,...,,..,.,,.,.,.nn, J I ill \.II POWER EXHAUST ffi :,,. .... I NOOOR FAN MOTOR & BLO"ER ACCESS PANEL 1=-=-=-=-=-~-n I I 11 \ Ii ~ {-3~1.7:t ii su;:ELNYl:GIR ,11 0'-3 S/16" I I ,1 HORIZONTAL " [91 .OJ 1 '·2 7/8" 1l Ii 2·-1 11/16- 1652 5) {376. 61 • -------' ::::::-+ 0 . • .. FORK TRUCK SLOTS o·-s 314·JH·c~s~5~~s-o·-a 1115 11<61 • 1214) o·-2 1/4"01A OUT IDE SUPPLY AIR !S71 OF PANEL FRONT (1Yp B PLACES) RIGHT 5 I DE E STD. CONDENSATE DRAIN ~ [514] en 0 ::c <.... en 0 I~ ~ll\ r-i ~ fCERTIFICATE OF COMPLIANCE (Part 1 of 3) PROJECT NAME l3 e. (.. \.(. 1/Y\ a. TELEPHONE l>lp 17'(• (,>611 TELEPHONE ara. ''" .. 1,,s, D BUILDING CONDITIONED FLOOR AREA BUILDING TYPE r8 NONRESIDENTIAL O HIGH RISE RES/ PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION LTERATION MECH-1-C f . Buildin11 Pennlt : Checked bvlD.ale E:nforce~e~ Agency Use. CLIMATE ZONE D HOTEI.JMOTEL GUEST ROOM D UNCONDITIONED file affidavit PROOF OF ENVELOPE COMPLIANCE l&f.' PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE I " The Principal echanlcal Designer hereby certifies t the proposea building design represent In this set of construction documents is consis t with the other compliance forms and worksheets, with lhe speciflcations, and with any other calculations submitted with this permit application. Th proposed buifding has been designed to meet lhe mechanical requirements contained in the applicable parts of Sectfons 100, 101, 102, 1101~ 115, 120 through 125, 142, 144 and 145. · ,/ 01f The plans & specifications meet the requiremen~ of Part 6 (Sections 10-103a). Gr' The installation certificates meet the requirements of Part 6 (10-103a 3). £ii" The operation & maintenance infonnalion meets the requirements of Part 6 (10.103c). Please check one: (These sections of the Business and Professions Code are printed in full In the Nonresidential Manual.) ~ \., "1.J l8f I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of Callfomia as a civil engineer or mechanical engineer, or I am a licensed architect. D document as the person responsible for D r affirm that I am eligible under the exe structure or e of work described pu INSTRUCTIONS TO APPLICANT MECHANICAL COMPLIANCE & WORKSHEETS {check box If worksheet is Included) ~MECH-1-C Certificate of Compllance, Part 1 of 3, 2 of 3, 3 of 3 are required on plans for afl submittafs g} MECH-2-C Certificate of Compnance. Part 1 of 3, 2 of 3, 3 of 3 are required for all submlttals, but may be on plans. g-MECH-3-C Certificate ofComp!lance .:re required for all submittafs with mechanicaf ventilation, but may be on plans. f8JMECH-4-C Certlflcate of Compliance are required for all prescriptive submlttafs, but may be on plans. 2005 Nonresidential Compliance Forms I CERTf F~CA TE OF COMPLIANCE {Part 2 of 3) PROJECT NAME (\AJ \t-c.r ~ C.(<... / M i, ,ro ~ t I DATE _f;,:Lr\,i(,.V\,'\..G\t.A ~vviod.f... l l~ v / 6'f -. . Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space- conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Jn addition a Certificate of Acceptance, MECH-1-A, Form shalf be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10- 103(b) and Title 24 Part 6. Test Description Test Performed By: v" ~MECH-2-A: Ventilation System Acceptance Document • Variable Air Volume Systems Outdoor Air Acceptance • Constant Air Volume Systems Outdoor Air Acceptance Test required on all New systems both New Construction and Retrofit. Equipment requiring acceptance testing A Cr I t Ac-z_ ) v" ,BJ MECH-3-A: Packaged HVAC Systems Acceptance Document Test required on all New packaged systems both New Construction and Retrofit. Equipment requiring acceptance testing Ac-1 I Ac-.z.... v"' D MECH-4-A: Air-Side Economizer Acceptance Document Test required on all new air-side economizers for both New Construction and Retrofit. Units with economizers that are installed at the factory and certified with the Commission do not require equipment testing but do require constrocttbn inspection. Equipment requiring acceptance testing &f /A ;- 2005Nonresidenfia/CompllanceForms April 2005 /CERTIFICATE OF COMPLIANCE (Part 3 of 3) MECH-1-C f PROJECT NAME C DATE S e..c.\4n a II\. o,.., It err f C.t?... !MI ~r-D l.e..W\.ode.-{ l /1-f /1>1 Test Description Test Performed Bv: ./ ~ECH-5-A: Air Distribution Acceptance Document This test required ff the unit se,ves 5,000 tt2 of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space like an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the packaged unit Equipment requiring acceptance testing , N LA ~-7 ./ D MECH-6-A : Demand Controi Ventilation Acceptance Document All new DCV controls installed on new or existing packaged systems must be tested. Equipment requiring acceptance testing ~-IA ./ D MECH-7-A: Supply Fan Variable Flow Control Acceptance Document All new VA V fan volume controls installed on new or existing systems must be tested. Equipment requiring acceptance testing t4/A ;- ./ D MECH-8-A: • Hydronic System Control Acceptance Document • Variable Flow Controls, Applies to chilled and hot water systems . • Automatic Isolation Controls, Applies to new boilers and chillers and the primary pumps are connected to a common header. • Supply Water Temperature Reset Controls, Applies to new constant now chilled and hot water systems that have a design capacity greater than or equal to 500,000 Btu/hr. • Water~loop Heat Pump Controls, Applies to all new waterfoop heat pump systems where the combined loop pumps are greater than 5 hp. • Variable Frequency Control, Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. J LA Equipment requiring acceptance testing I 2005 Nonresidential Compliance Forms April 2005 AIR SYSTEM REQUIREMENTS PROJECT NAME: (_(.\<.WI." ITEM or SYSTEM TAG(S) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacitl Proposed Heating Capacity" Calculated Cooling Capacity2 Proposed Cooling Capacity2 Fan Control DP Sensor Location Supply Pressure Reset (DDC _only) Simultaneous HeaUCool Economizer Heat and Cool Air Supply Reset Duct Sealing T-24 144(a & b) 144(a&b) 144(a & b) 144(a & b) 144(c) 144(c) 144(c) 144(d) 144{e) 144(1) 144(k) (Part 1 of 3) MECH-2-C '-4, '° f<...e..t~l I DATE: '' z., / t><t AIR SYSTEMS, Central or Single Zone Ac.-t I Ac--i,..,. Reference on Plans or Specification1 t'\O. '1,(l. / J l'.>. I ,1,?,.. lt.f,. 15 ,,_.() 100 • .,__ ~'S. 5 I f>f> .&/ 3 ,. (,, NIA 717.-4 "' /1,,. Af7~. NJll l'+i. f/lr 14/ A-. )I /,4 . .::k· N/J N/A N /;~ Nlftr N/A 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" in the column. 2: Not required for hydronic heating or cooling. Either enter value here or put in reference to plans and specifications per footnote 1. 2005 Nonresidential Compliance F~! . n a I _ b. . --,t:· f :E.c.dv\0 l)t ir eP-.. il)O ( t"""'f/ ;J l'?O.. 17c)).. 11-i i S /,!MA./ OW. l ,ti/>" f j(_e5S U..i{( "Tt;a.f; dVI P, f'6 Alii'Ql f.v\-fs q{ 'th-e ~ tl \} ed .s pq ce. . April 2005 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 3) MECM-2-C PROJECT NAME: Ca..;ff"r :Pc. Wt,rl> L"l ~(;i-.o4L/ I DATE:.;: f>{U,\l(..M,. ~ t 28 ~C\ WATER2 SIDE SYSTEMS: Chillers, Towerss Boilers, Hydronic Loops ITEM or SYSTEM TAG(SJ I \ l \ I ,. MANDATORY MEASURES T-24 Section Reference on Plans or Speciffcation1 Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Calculated Capacity 144Ca & b) . Proposed Capacity 144(a & b) ,: l Tower Fan Controls 144(h) I j ; Tower Flow Controls 144(h) I\ i 7 I ,_ Variable Flow System Design 144m \.I I I Chiller and Boiler Isolation 144(i) ' 1 I I/ ' CHW and HHW Reset Controls 144{i) I WLHP Isolation Valves 144(i) VSD on CHW, CW & WLHP Pumps >5HP 144(i) DP Sensor Location 144(i) i: For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment} fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not appllcable, put "NIA" in the column. 2. Water side systems include wet side svstems usina other liauids such as cilvcol or brine. 2005 Nonresidential Compliance Forms April 2005 SERVICE HOT WATER & POOL REQUIREMENTS {Part 3 of 3) t I PROJECT NAME: ~ l I 15.R...c..K """""°"° &v f"'~ Service Hot Water, Pool Heating ITEM or SYSTEM TAG(S) MANDATORY MEASURES T-24 Section Water Heater Certification §113 (a Reference on Plans or Specification1 Water Heater Efficiency §113 (b) / Service Water Heating Installation §113 (c) l\. [/ /\ Pool and Spa Efficiency and Control §114 (a) I '\. J r· l. Pool and Spa Installation §114 (b) • ' / Pool Heater-No Pilot Light §115 (c) / Spa Heater-No Pilot Light ~ _ §1_1_5 id) • MECH--2 ... c 1: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and aragraph number where the required features are docu_rn_ented_._Jf a re_9!lirement ls not t!E>r>li_c;able_. put "NIA" in the column. 2005 Nonresidential Compliance Forms Ap!il 2005 . MECHANICAL VENTILATION AND REHEAT MECH-3--C PROJECT NAME r { + :Ylfl-/M iLro La...'lo 1c-~JL\ DATE 1/1. f:t /bCf Js e.c.. \.< lf"""'4"'-o..., er MECHANICAL VENTILATION {§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMlnimum A B C D E F G H I J K L M N CFM Min Min REQ'D Design 30%of Max of Design Zone/ Condition per CFMby Numof CFM CFMby V.A. Ventilation Air Deslgn 8 x0.4 Columns minimum Transfer System Area ft" Area People per Occupant Max of cfm Zone cfmfft2 H.J, K, Air Air {ft2) BxC Person ExF DorG Supply or300 setpoint cfm cfm 15 Pl e,;. \ 'i "~ .,~ ..,.,.S'l S" 15 -,._ '7"1: >,(,~nn -----15 1\.1' ... ,_ (,of 6o1,. (n .,, (,.JA •" -.-15 "1r ., <"' -:1 '')rJ -----__,,,· 15 . ~- 15 15 15 15 15 15 15 Totals JO J'J() 3,}5d Column I Total Design Ventilation Air - C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seatina. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column O or G). f Must be qreater than or equal to H, or use Transfer Air (column N) to make up the difference. J Oesi~n fan suooly cfrn (Fan CFM) x 30%; or K Condition area {ft2) x 0.4 cfm/ft"; or L Maximum of Columns H, J, K, or 300 cfm M This must be less than or equal to Column Land greater than or equal to the sum of Columns H plus N. Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, N transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. 2005 Nonresidential Compliance Forms April 2005 f • , .. "' I HVAC MISC. PRESCRIPTIVE REQUIREMENTS: MECH-4~£] I FAN POWER CONSUMPTION §144(c) NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Volume Fan Systems or Variable Air Volume 0,/AV) Systems when using the Prescriptive A,.egroach. [Al [ru [g] lQJ @ 0 FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP MOTOR DRIVE FANS 8 x Ex 746 /(C X D) " I I\ It • • I 1) TOTAL FAN SYSTEM POWER {WATTS, SUM FILTER PRESSURE ADJUSTMENT Equation. COLUMNF} 144-A 2) SUPPLY DESIGN AIRFLOW (CFM) A) If filter pressure drop is greater than 1 inch W. C. 3} TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)1 W/CFM enter filter pressure drop. SP a on line 4 and Total 4)SPa Fan pressure SP1 on Line 5. 5}SP, B} Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-(SP2 -1)/SP1 C) Calculate Adjusted Fan Power Index and enter on 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 W/CFM Row7 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must.not exceed 0.8 w/cfm, for CV systems or 1.25 w/cfm forVAV systems ITEM or SYSTEM TAG($) PRESCRIPTIVE MEASURES T-24 Reference on Plans or Specification1 Section Electric Resistance Heating2 §144 (g) I - Heat Rejection System3 §144 (h) I/ / A Air Cooled Chiller Limitation4 §144 {I) I: I Pl ... 1. Fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" in the column. 2. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps If electric heat is used explain which exception(s) to §144(g) apply. 3. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling towers are used explain which exception(s) to §144(h) apply. 4. Total installed capacity {tons) of all chillers and air cooled chillers under this permit, If there are more than 1 OD tons of air-cooled chiller capacity being installed explain which exception(s) to §144{i) apply. 2005 Nonresidential Compliance Forms Apri/2005 I