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Home My WebLink About2470 FARADAY AVE | 6200 EL CAMINO REAL; ; CB090368; PermitCity of Carlsbad 03-12-2009 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090368 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: 1412SF REMODE DISCO=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 CFO 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 Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: FINA $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 $0.00 Inspector: Date: ---,__,_-=--, 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 i f ' . . ' ·1 h" · · · · City of Carlsbad 1635'Faraday'Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application JOB ADDRESS 2470 Faraday Avenue Plan Check No. (et) Est. Value Plan Ck. Deposit SUITE#/SPACE#/UNIT# APN 209 04 20 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. lYPE OCC. GROUP Beckman Coulter B,F1,S1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Remodel 1412 s.f. "Disco" 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 ceiling grid, light fixtures and modifications of existing HVAC. Proposed includes installation of metal stud walls, ceiling grid, light fixtures, HVAC roof mtd. units with duct work and plumbing. EXISTING USE PROPOSED USE GARAGE (SF) Fj • Manufacturing F1 • Man1Jfacturing 0 PATIOS (SF) DECKS (SF) 0 0 FIREPLACE YESO. AIR CONDITIONING FIRE SPRINKLERS No!Z] YEs0No0 YES0NoO CONTACT NAME (If Different Fom App/leant) Ned Haskell-Smith Con. Arch. APPLICANT NAME Smith consulting Architects ADDRESS ADDRESS 12220 El Camino Real, Ste 200 12220 ~I Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 921~0 San Diego CA 92130 PHONE FAX PHONE FAX 858-793-4777. 858-793-4787 858-793-4777 858-47~7 --. - EMAIL EMAIL nedh@sca-sd.com nedh@sca-s(f .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 FAX PHONE FAX 760-438-6313 760-438-6504 760-598-7614 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com . cglynn@goodandroberts.co -~ -- ARCH/DESIGNER NAME & ADDRESS STATE UC.# STATE UC.# CLASS Smith consultinq Architects C11701 8377551 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair an~ structure, prior to its issuanc , also requires the applicant for such permitto file a signed statementthat he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that 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 ($500)). w@mm@m0~ <s®@@@roo~ ti"O@ro 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 perfonmance of the work for which this penmit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundre~ 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. JiS CONTRACTOR SIGNATURE DATE ®W®@@0(D(!)00.0@@ 0t3<3CUM)6Y{f00@ I hereby affinn 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. 0Yes ONo 2. I (have/ have not) signed an application for a building penmit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address I phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): JiS PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business,Jl.leQ, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes L..JNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a!Lllllality management district? OYes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? OYes L::::.JNo 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 information is correct and thatthe information on the plans is accurate. I agree to complyv.ith all City ordinances and State laws 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 permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized b ch permit is suspended or abandoned at anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). ,f/5 APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB090368 Type: Tl Date l~~pection _!!_em 08/19/2009 89 Final Combo 06/17/2009 39 Final Electrical 06/10/2009 84 Rough Combo 05/15/2009 17 Interior Lath/Drywall 05/13/2009 14 Frame/Steel/Bolting/Weldin 05/13/2009 17 Interior Lath/Drywall 05/13/2009 24 Rough/Topout 05/13/2009 34 Rough Electric 04/29/2009 15 Roof/Reroof 04/01/2009 21 Underground/Under Floor Wednesday,August19,2009 AFP Ins pee!~~ Act PD Fl PD PA PD AP PY PA PD AP PD AP PD AP PD AP PD PA PD AP BECKMAN COULTER: 1412SF REMODE DISCO=MANUFACT TO MANFACT. Comments -----------· FINAL AND FIRE WAS SIGNED OFF ON THE CARD DISCONNECTS @ A/C CEILING WALLS WALLS WALLS ROOF CURBS Page 1 of 1 -~. OF Unscheduled Building Inspection Building Department 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 DATE: t -(1 rO/ PERMIT#: L8a 1 ()3C.,f INSPECTORd ___ "'--UG-.-~,--- CONTACT: _____ _ PHONE#: ------- JOB ADDRESS: ..;._;_' J_t{--t--1...._l).'---,__F,..:......,....fbll:1-=---·~A--.:r=/::,~· tk/.:..-=,--·__,_ft_,___J=------- DESCRIPTION: _________ _[_--+--------- CODE &'1 Bldg Inspection Form DESCRIPTION ·Fe IV fr-c_ Page 1 of 1 ACT COMMENTS Rev. 06/09 KLAUSJ3 RUCKN.ER AND A$SOCLATES Febrnary 21, 2009 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 RE: Beckman Coulter-2470 Faraday Ave. Disco -Building #2 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 confum that based on our analysis of the hazardous materials quantities and locations, there are no proposed changes to the occupancy of the Disco Lab in Building #2. Should 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: Ordinmy Hazard Group 2 0.2/1500 plus 250 gpm hose demand Minimum Existing Design Density: Unknown If you have any questions or need additional information, do not hesitate to call at 858- 677-9878. Sincerely, Elley Klausbrnckner 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 Disco Carlsbad, CA Structural Calculations for New Roof Mechanical Units 2K9-80 Sheets 1 thru 12 (_ BECKMAN -BLDG #2 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 3.5 15.5 PSF 20 PSF REDUCIBLE A .PRIME Job: 1$"!-1;(> STRUCTIJRAl oate: v 0 ~ ENGINEERS Sht: ----- conterminous 48 states 2006 International Building code Latitude= 33.13787 Longitude= -117.26925 spectral Response Accelerations ss and sl ss and sl = Mapped spectral Acceleration values site class B -Fa= 1.0 ,FY= 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 Acceleratiqns SMs and SMl SMs =Fax Ss and SMl = FY x Sl _ site class D -Fa= 1.049 ,FY =·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 sos and sol 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 (sos, Site class D) 0.448 (SDl, Site class D) PRIME Jou: ~--i0 STRUCTURAL Date: :J... ~ 0 1 ENGINEERS Sht: 1- ,BCl{~!AA--N tvtl IA> /Nlr .-If Z.. -P /.SC-e) 1--\P;'W f<.-vot: ,,-:,-Of 1.,(fll/1"". IJ..t :: t,t;" R-r r-G ,e (f ~ Oe"/tft Sp,s t.lr (If 2 ¾) f!..r/r, r, ;. J. 0 s'l'~ -< I), nq :: !..:.11?--,s-;( o ,7j'l)'~J vle_ :-d, 'JT!:"" r,Jf ~ G-c, ~- b,l' I'·"° ~-"'1"' -: fl .J st>,S I, w1 : o. 3( ~-1 'l'i )('·")wt =-0. n 7 w, fy.µtrK = /,L. Sl>5 Ir wf-=-1. 1.(a,,':61)(1.0) "'f "' /,.U,7, Wf wr : :,7.,0 JJL ~"' o, 1'1~ t.,JF [ '-frJ,<:/s~ ") + 0.1-;& w, /7,,. ~ o, 17s-t)r ( l-P-FD J ~ o. 24~ wr ( ~t>) ,, II Pb·M(N ::-wr /7.., ---o. s-oo w, '> "'· -zti w,. 5'1" _-. NO v..Pl,ffr. f{N Po vJA (,I ,4A> vak.D "' i.h l,l r "" o. ui wf ~ t:J, 1?).; 4 [ J).te' ~ >C/>MIC vO@ ClfS·€' ::: D.'13~Wf. :=-}).fA,P -r S€7S4AIC. f)v\£ <n t> ~~ l.,-oA""P ofJI.>''/ :::: i'.l. ~b 1 Wp. ptf'UlfJ o/J C,,{4-,e1?.J4. 4 < Yz----- w~~ ~~ 0t of ofc,t,lf-'nllC, l 4 J { ,, 4 3! ,I lJ.(k(:lp f,CNP (N 6-. ,,~t" ~ A,. J ~ J. J 1-q-~o I J lJµ~t.11-::: o/3~ s (ssooJL) l~-7'5"" 1 (z. e~ts) l!-JI (1"' wr ._. 13-S (),;, ,/), i.v ~ ~5oo Jlo { ~-~ )(}h, 1r) =" 2,2,-Q -rJ.t BM @ UNIT (DEFL) 02 2K9-'I0 PR i NIE Job: ,?:!::1;;,o/'4 STf'U0TlfRAL D . ;i.,..-ot'( .-_., , v.1.,.i I ate.--= 1JiENGINEERSsht: ~~- (BU (slp12vls0b4148TBE.AM ANALYSIS PROGRAM (slp9vls0b4148T SPAN LENGTH= 20.00 ft (6. 43) (BU (s0pl0 (Simpl.e Span) UNIFORM LOADS wd wl. (k/ft & ft) Xl X2 0.220 0.000 o.oo 13. 75 REACTIONS (k) LOAD LEFT RIGHT Dead 1.985 1. 040 Live 0.000 0.000 Total. 1.985 1. 040 MAXIMUM FORCES V max = 1.99 k @ 0.00 ft Vd max= 1.99 k @ 0.00 ft M max = 8. 96 kft @ 9.02 ft Md max= 8. 96 kft @ 9.02 ft DEFLECTIONS (EI = kin"'2) LOAD Defl. (in) X (ft) Total. 619268/EI 9.68 ~"- Live 0/EI 0.00 Dead 618460/EI midspan TOTAL Defl. EI L I 1ao 464451 L I 240 619268 L / 360 928903 /)MK &PRIME Job: v.M-to STRUCTIJAAL oate: ~ .. <;i'\ ENGINEERS Sht: (, DOUBLY AND SINGLY SYMMETRIC MEMBERS SUBJECT TO FLEXURE AND AXIAL FORCE (ASD DESIGN PER ANSI/AISC 360-05) DESCRIPTION: 2K9-80 BEAM UNDER UNIT DESIGN PROPERTIES: Shape= Fy= E= A= d= L = X Ly= Lb= c= Cb= r1s = kc= W14X22 50:'ksi 29000 ksi 6.49 in2 13.70 in 2Q,OO ft 6.75 ft 6, 75 ft 1.00 1.00 1.27 0.55 FLANGE CHECK: bf/2tf = 7.46 Apr= 9.15 Arr= 24.08 COMPACT FLANGE APPLIED LOADS: Loads applied shall be in ASD Axial, Pr= 0.0 k B~nding~·Mx = 15.2 k-ft = 183 k-in Bending, My = 3.2 k-ft = 39 k-in CAPACITY: Pc= Pn /Oc = 124.7 k ho= 13.40 in br = 5.00 in tw= 0.23 in tr= 0.34 in kx= 1.00 ky= 1.00 (KUr)x= 43.32 (KUr)y= 77.88 Stress Increase = 1.00 CROSS SECTION CHECK: Lb= 81.0 in= 6.75ft Lp = 44.1 in = 3.67 ft Lr= 125.3 in= 10.44ft NON-COMPACT SECTION Add'I Loads: P1= (+ in 3-1 Direction) P2= (+ in 4-2 Direction) P3= P4= Mex= Mnx /Ob= 68.2 k-ft = 818 k-in (Interpolate AISC Table 4-1) (See AISC Table 3-2) Mey= Mny /Ob = 11.0 k-ft = 131 k-in (See AISC Table 3-4) INTERACTION: Pr/2Pc + [Mr/Mc] = 0.52 < 1 W14X22 ... OK! J= Cw= Oc= Ob= I = X Zx= Sx= r -x- I -y- Zy= Sy= r = y ~. e. • DL 0.00 k 0.00 k 0.00 k 0.00 k 0.208 314 1.67 1.67 199.00 in4 33.20 inJ 29.00 inJ 5.54 7.00 in4 4.39 inJ 2.80 inJ 1.04 • ~ '81 •f1,e2 -~. 83 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 MAJOR AXIS 02/10/09 2K9-i0 (BU (s1p12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 20.00 ft (Simp1e Span) UNIFORM LOADS wd w1 (k/ft & ft) Xl X2 0.374 0.000 0.00 13.75 REACTIONS (k) LOAD LEFT Dead 3.375 Live 0.000 Tota1 3.375 MAXIMUM FORCES V max = Vd max= M max = Md max= DEFLECTIONS LOAD Tota1 Live Dead TOTAL Def1 L / 180 L / 240 L / 360 3.37 k @ ~.37 k @ 15.23 kft @ 15.23 kft @ (EI = kin"2) Def1 (in) 1052756/EI 0/EI 1051382/EI EI 789567 1052756 1579134 RIGHT 1.768 0.000 1. 768 0.00 ft 0.00 ft 9.02 ft 9.02 ft X (ft) 9. 68 0.00 midspan (6. 43) (BU (s0p10 MINOR AXIS (BU (s1p12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH = 20. 00 ft (Simpl.e Span) UNIFORM LOADS wd wl. (k/ft & ft) Xl X2 0.079 0.000 0.00 13. 75 REACTIONS (k) LOAD LEFT Dead Live Total. 0.713 0.000 0. 713 MAXIMUM FORCES V max = Vd max= M max = Md max= DEFLECTIONS LOAD Total. Live Dead TOTAL Defl. L / :J.80 L / 240 L / 360 0.713 k @ o. 713 k @ 3.216 kft @ 3. 216 kft @ (EI = kin "2) Defl. (in) 222374/EI 0/EI 222083/EI EI 166780 222374 333560 RIGHT 0.373 0.000 0.373 0.00 ft 0.00 ft 9.02 ft 9.02 ft X (ft) 9.68 0.00 midspan (6. 43) (BU (s0p10 ~lit-ft (BU (s1p12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 59.00 ft (6. 43) (BU (s0p10 (Simpl.e Span) UNIFORM LOADS (k/ft & :ft) wd wl. Xl X2 0. 068 0.000 0.00 59.00 POINT LOADS (k & ft) Pd Pl. X 1.920 1.920 7.25 1.920 1.920 15.25 1.920 1.920 23.25 1.920 1.920 31.25 1.920 1.920 39.25 1.920 1.920 47.25 1.440 1.440 55.25 ~-··,f,4. 000 0.000 23.25 REACTIONS (k} LOAD LEFT RIGHT Dead 10. 721 10.251 Live 6.291 6.669 Total. 17.011 16.921 MAXIMUM FORCES V max = 17.01 k @ 0.00 ft M max = 284.98 kft @ 23.25 ft DEFLECTIONS (EI= kinA2) LOAD Defl. (in) Total. 175812512/EI Live 64762970/EI Dead 111026481/EI Pos. Moment Lu = 1.00 Brace Spacing = 1.00 Gov. Defl.ection : Total. Required I= 1541 inA4 W 24 X 68 Fy = 36 ksi STRESSES (ksi) X (ft) 29.19 29.50 midspan :ft ft = L/180 Fv = 14.40 :fv = 1.73 12 % Fb = 23.76 fb = 22.21 93 % DEFLECTIONS (in) Total.= 3.31 = LI 214 84 % Live = 1.22 = LI 580 41 % Dead = 2.09 ~r -:: & ( i') t" ~/](t,.,1) :! /o f;,"J ~f -v ••. 4.,, ~ ,,-rif ft. -:: g' {f.rt-yli)( v? "! l:'/ i,: ~ rl, ~ g' (tit-fsf H 1,0') .,,. L 1 z,,o 14 f)..p ~ 11 .. rJ (i:i')( i,cl) -;: I, 1'!0 t.. p U : 1;,-1f' ( 11. '},,:/) :; J, t(Lf'C~- ex, $1 ,r1 rr W .2}( >' tJ ti oil ! EXIST W24X84 G-/ t<-l>f Je.. C,/J·cz:1t,.. (BU (slp12vls0b4148TBEAM ANALYSIS PROGRAM (slp9vls0b4148T SPAN LENGTH= 39.50 ft (6. 43) (BU (sOplO (Simp1.e Span) UNIFORM LOADS (k/£t & £t) wd w1. Xl X2 0.084 0.000 0.00 39.50 0.024 0.024 0.00 39.50 POINT LOADS (k & ft) Pd Pl. X 20.520 13.338 19.75 REACTIONS (k) LOAD LEFT RIGHT Dead 12.393 12.393 Live 7.143 7.143 Total. 19. 536 19.536 MAXIMUM FORCES V max = 19.54 k @ M max = 360.09 k£t@ 0.00 ft 19.75 ft DEFLECTIONS (EI= kinA2) LOAD Def1. (in) Total. 82350027/EI Live 30907268/EI Dead 51442769/EI X (ft) 19.75 19.75 midspan Pos. Moment Lu= 1.00 £t Brace Spacing = 1.00 ft Gov. Def1.ection: Total.= L/180 Required I= 1078 inA4 W 24 X 84 Fy = 36 ksi STRESSES (ksi) Fv = 14.40 £v = 1.72 Fb = 23.76 £b = 22.05 DEFLECTIONS (in) 12 % 93 % Total.= 1.20 = LI 396 46 % Live = 0.45 = L /1054 23 % Dead = 0.75 ( ., 3"1 -{, tJ~ ~ sq rl~ wb ·r.-i.' ( 12.,_,.f-) -z 2.-11 ;1( Wt-1: 4),1 (1·~(if) -· '2,1.f ff(! fr\ti'l,, w ']~\ t ~ 1-\ 1,.7 ::::::~ (BU (slp12vls0b4148TBEAM ANALYSIS PROGRAM (slp9vls0b4148T SPAN LENGTH = 8. 00 ft (6. 43) (BU (sOplO (Simpl.e Span) UNIFORM LOADS wd wl. (k/ft & ft) X1 X2 0.042 0.060 0.00 8.00 POINT LOADS (k & ft) Pd Pl. X 0.500 0.000 4.00 { c;..N~til-v1_'flvf /,-,,;,"(. €, M1Ptf~ REACTIONS (k) LOAD LEFT Dead 0.418 Live 0.240 Total. 0.658 MAXIMUM FORCES V max = 0.658 k @ M max = 1.816 kft@ Md max= 1.336 kft@ DEFLECTIONS (EI = kin"'2) LOAD De£1. (in) Total. 18616/EI Live 5530/EI RIGHT 0.418 0.240 0.658 0.00 ft 4.00 ft 4.00 ft X (:ft) 4.00 4.00 Dead 13087/EI midspan Pos. Moment Lu= 1.00 ft Brace Spacing = 1.00 :ft Gov. DefJ.ection Total.= L/180 Required EI= 34906 kin"'2 2 X 10 #2 Actual.: 1.5" x 9.25" Design per 1991 NDS Dougl.as Fir-Larch STRESSES (psi) Shear @ 'd' V= 0.58 k @ 7.23 ft Fv = 119 :fv = 63 Fb' = 1191 :fb = 1019 53 86 Live LDF = 1.25, Cf = 1.10, % % CJ.= 0.99 DEFLECTIONS (in) (E = 1600 ksi) Tota1. = 0.12 = Live = 0.03 = Dead = 0 .. 08 L / 816 22 % L /2748 9 % V J v.J Ii ,I I l. J l s' f ~ ~o ),/13 w~ -:: 11,sr (?.') ~ ,i,,Jl t>Ji. ~ ~rcr(11):, tv-1PJ. NEW 4Xlf SLEEPER BENEATH PLATFORM ( re -,) (BU (slp12vls0b414BTBEAM ANALYSIS PROGRAM (slp9vls0b414BT SPAN LENGTH= 8.00 ft (6. 43) (BU (s0pl0 (Simpl.e Span) UNIFORM LOADS (k/ft & ft) wd wl. Xl 0.075 0.000 0.00 X2 8.00 "-IAtJrf 0.030 0.000 0.00 8. 00 <.,-p1,Nf"f9>A,fA 0.024 0.040 0.00 8. 00 E-(l.,,.oF'" t> ,t-C.. &Q~.S REACTIONS (k) LOAD LEFT Dead 0.516 Live 0.160 Total. 0.676 MAXIMUM FORCES V max = 0. 676 k @ Vd max= o. 516 k @ Mmax = 1.352 kft @ Md max= 1.032 kft @ DEFLECTIONS LOAD (EI = kin"'2) Defl. (in) Total. Live Dead 15575/EI 3686/EI 11889/EI Pos. Moment Lu= 1.00 ft Brace Spacing = 1.00 ft Actual. : 3.5" x 7.5" Design per 1991 NDS Dougl.as Fir-Larch STRESSES (psi) Shear@ 'd' #1 *V = 0.44 k@ 0.63 ft RIGHT 0.516 0.160 0.676 0.00 ft 0.00 ft 4.00 ft 4.00 ft X (ft) 4.00 4.00 midspan *Fv = 86 fv = 25 29 % Fb' = 1622 fb = 494 30 % Live LDF = 1.25, Cf= 1.30, Cl.= 1.00 * Governed by Dead LDF = 0.90 DEFLECTIONS (in) (E = 1700 ksi) Total.= 0.07 = L /1289 Live = 0.02 = L /5447 Dead = 0.06 lNsAN !if :;. f.o,a ,,; 'g' : 1 f:" f "'lf Wrw~i<-W' :: f.Si,$r(i.-') ,;:, J.o f l(A Ws. :: I -Z...rsr ( 2-') ,:, z..i fJJ "'·t " 'Vlfr,f' ( 2-') -:: 1.fo f Jt. SUPPLY FAN UNIT MANUFACTURER & TSP MINOA EAT EAT LAT MODEL NO. (CFM) NO. CFM (IN) OB ("F) WB (·F) OB ("F) ~ EN£RCY lABS .,oo 2.10 6,200 92.0 70.0 51.2 UNIT MANUFACTURER & MODEL TYPE SIZE (IN) NO. NO. ® @ MANUFACTURER & UNIT LOCATION SERVICE TYPE CFM NO. MODEL NO. ffi GREIIIHECK ROOf OISCO LAB SY,Sl 1,250 12-BISW-21 tmUIY ffi Cl!EEHHECK ROOf DISCO LAB SY,Sl 6,450 22-8JSW-2t tmUIY CAPACITY (BTU) UNIT MANUFACTURER & NO. MODEL NO. LOCATION SERVICE SENSIBLE I TOTAL ffi GREIIIHECK DISCO MOO/CE 411.3 I 60.8 IISCl"-25L UJl C<IITING HOOO AIR HANDLING UNIT SCHEDULE COOLING COIL HEATING COIL ELECTRICAL LAT AREA AIR PO PRESS. EWT LWT CAP ENT AIR AREA ·AIR PO WTR PD EWT LWT FINS/IN LOSS RATED FINS/IN V/PH/HZ WB ("F) (SO.FT) (IN) ROWS GPM ("F) ("F) (MBH) CFM ("F) (SO.FT) (IN) ROWS GPM (FT/HD) ("F) ("F) HP (FT/HD) 50.9 13.3 0.9 B B 72.6 9.3 ...... S<.O 172.2 6.20() 35,i 13.3 0.1 1 • .. , ,2 18M 150.0 4!0/3/!0 7:5 GRILLES, REGISTERS AND DIFFUSER SCHEDULE 0£SCRIPTION REMARKS - EXHAUST FAN SCHEDULE ESP FAN ELECTRICAL OPER ARR WEIGHT REMARKS (IN) RPM V/PH/HZ HP (LBS) 10.0 1.5 1.11112 <W/60/3 1-1/2 1!0 w.G stNffER WITH CONTACTORS, DISCONNECT 10.0 2 1.301 <ro/6'J/3 5 500 IMG SIAATER WITH CONIACTORS. DIStONNECT FAN COIL UNIT SCHEDULE HEATING SUPPLY AIR MINOA ELECTRICAL FILTERS OPER WEIGHT REMARKS (BTU) CFM I ESP (CFM) EER COP V/PH/HZ I HP I FLA I MCA QUANT (SIZE) I TYPE (LBS) 1B.B 1.250 I 0.75 1.250 --<W/3/ro I 1 I -I -(2)1 .... ., I 30% 600 DISCONNECT. W,G STAATrR WITH CONTACTORS. 12m CONTROL POWER OPER WEIGHT FLA (LBS) -5,250 1' r ~ I~ ~ REMAR SMOKE C 120V CO l/4i,ver ,. !il•Fll ·o··---·.o·· ' ' ' <. ' : f ·.,__,. __ ._·,_·,. - 1,1,con ;: r,-· '·I I .I: c-eon. ,,, ,i 1! • __ ii:, P]..EN(lM· •II~ • :11:,. / . 'r0· ,,,:;::) ....... . 'PlENU!\{,F.AN Q41i' P.:LAN. VlEW -. ' ~ 2 :~3;, {RQgf S!bp.~) .. . , 53" I ,. .. I -:-·. :· I< . .. . IU IL -. --. (l::;=;::J_h=l.=l"~O~r~ I. =v~. ~I ~-.6~·1-'-'----ll t--... , : -: 7" t 1.9" 19" 9" . ·6''·~8'a~('!H~ight .~811' 24" ' . "1·6'5"{ 13-,,9::'J ~(' SlClE: ·Et.EVAtlClN' FINAL FILTER'1:Typ,e: Rigid Air 65%, Size: 24 x 2~ incfues., Qty: 4, Sizt;i: rn ~.g4;ih¢hes~,-.. Qty.: 0; Depth: 1~". FINAL FIL tER: Ty~: Pleated.;q2R1'1 50%, $i~e, 24 x 2~ ipche~~, Qty:; 4., $iz(;i: 1~ .-x· 44 1nc;hes., Qty: ():,. Qe.µth: 4" SUPPLY·F.AN: Si~e: 2·22, Motor.HP, 7.5, Q~aratity: t CFM: 6200; Cl'?ssi 1. 'FSP: 4.2, RPM: 1-77$·, WH8'1::L:'f;LPFAlum COOllNG COIL:-Rows:·&, FPt 8, Quantity: 1~ HxW: 4:S"x401' HEATING GOU .. : Rows: 1, FP·I: 8, Otial'.!.tif'y: t,. HxW: 48!'x40" ~~A1ill~td/. Energy Labs· Inc. 96.51. /Airway Read,$1,rite E . San 0ieg0. Ca. 92173 .. ·· ....... . . (G1:9) 671 .:01soo· ~~<Hect .Manager: ·~aies Agency : CMS Sal~ 'Engineer : ~ik~ FlorUo ·file·Name:BECKMANDISCO,P.RJ (~ =\ ::5. l \j PRbJEO'f NAME:. BECKMAN AH'ti:..iAG·# :A~-1 . qty :1 CFM : 6200 DATE : 2/2/2009 10:11:32 AM Size: 12 Arrangement: 10 Class: I _..~--------·--,// \ Printed Date: 2/4/2009 / .-,--t:· I ; / t r ,..-, /' Job: Beckman Coulter DISCO (_ ___ ~,,---~.;;1-~ Product Type: ~;;~~i~~-~I BISW Series 21 Backward Inclined Single Width NOTES: All dimensions shown are in units of inches. Drawin s are not to scale. Drawin s are of standard unit and do not include dimensions for accessories or desi n modifications. F-2-3.2 __ :_, .. __ 11.75 30.25 18.5 1 .. 20 SIDE VIEW 10HOLES 0.31DIA 5 ~ - ... ) 0 0 13.06 16 .13 U- I I--9.75 --I I L-12.75 ___j OUTLET 10 5.88 47 r 0.5 r o! f 5.0 6 t ,;..-- _r-, SHAFT DIA 1 KEYWAY 0.25 X 0.13 X 3 V _/ ith **Shown w Optional Weatherh ood I 34.5 25.38 ·1 7 i- ,.___ --,-7 r 13 r.. J ' I 1 .. ' 30.75 ___ _,.,-ii END VIEW 0.56 DIA HOUSING CL 4 HOLES _J 9 -½ 9 SHAFT CL t I .. 23.25 7 l.-5.75 ATTENTION: Accessories such as bases, isolators, motors, drives, and belt guards may ship unmounted and require field installation. FOOTPRINT CAPS 3.10.2.1 C:\Documents and Settings\DD\My Documents\CAPS\Jobs\Beckman Coulter DISCO.gcj Page 8 of 14 'f§:GREENHECK • Building Value in Air. Size: 22 Arrangement: 10 Class: I NOTES: All dimensions shown are in units of inches. ~----" Printed Date: 2/4/2009 (___ 6 f ~ ~ ) Job: Beckman Coulter DISCO ---:·-:::~ Product Type: ~:rt~i~~-~ BISW Series 21 Backward -Inclined Single Width Drawin s are not to scale. Drawin s are of standard unit and do not include dimensions for accessories or desi n modifications. F-4-1._:_1 .. 1-17.75 18.13 47.63 29.5 30 SIDE VIEW 5 0.44DIAS~ r 0.88 14HOLES - r 0i 0 t 88 8.6 3 0 t 23 .63 27.63 u L- l= 17.69 --l I 21.75 ___j OUTLET 51.38 ------.! 40.13 ---I-,:..- __n ,- _/ SHAFT DIA 1.44 KEYWAY 0.38 X 0.19 X 4 ith / **Shown w Optional Weatherh ood 0.69 DIA 4HOLES SHAFT CL ATTENTION: I I 1 .. 50 END VIEW HOUSING CL 37.25 7 -, 11 i--- I-7 23 r'\ J ' -1 _J_ 13.5 -1, 13.5 t 10.25 l- Accessories such as bases, isolators, motors, drives, and belt guards may ship unmounted and require field installation. FOOTPRINT CAPS 3.10.2.1 C:\Documents and Settings\DD\My Documents\CAPS\Jobs\Beckman Coulter DISCO.gcj Page 12 of 14 I CERTIFICATE OF COMPLIANCE (Part 1 of 3) MECH-1-C f PROJECT NAME DATE OF PLANS t. 3,0 I> BUILDING CONDITIONED FLOOR AREA J '1 $' 0 BUILDING TYPE • ~, NONRESIDENTIAL O HIGH RISE RESIDENTIAL PHASE OF CONSTRUCTION D NEWCONSTRUCTlON D ADDITION ;gfALTERATION BulldinA Permit CLIMATE ZONE D HOTEL/MOTEL GUEST ROOM D UNCONDITJONED file affidavit PROOF OF ENVELOPE COMPLJANCE PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance fists the building features and performance specifications needed lo comply with Title 24, Parts 1 and 6 of the California Code of Regulations. Thls certllicale applies only to building mechanical requirements. parer hereby certifies that the documentation Is accurate and complete. SIGNATURE ...D~n-1,i~l JC1.rro«:>S, DATE 2 17 fJ The Principal Meehan I Designer hereby certifies that the proposed building design represented in this set of construction documents ls consistent with the other compli nee forms and worksheets, with the specifications, and with any other calculatlons submitted with this permit appfication. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101, 102, 110 through 115, 120 through 125, 142, 144 and 145. ,/ ~ The plans & specifications .meet the requlremen~ of Part 6 (Sections 10-103a}. 00 . The installation certificates meet the requirements of Part 6 (10-103a 3). ef The operation & maintenance information meets !he requirements of Part 6 (10-103c). ~ check one: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) M J hereby affirm that I am eligibfe under lhe provisions of Dilllsion 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and thal I am licensed In the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. D D INSTRUCTIONS TO APPLICANT MECHANICAL COMPLIANCE & WORKSHEETS (check box If worksheet Is Included) ~ MECH-1·C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required on plans for all submlttals .filMECH-2-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, bul may be on plans. Certificate of Compliance are required for all submittals with mechanical venlilation, but may be on plans. Rt MECH-4-C Certificate of Compliance are required for all prescriptive submittals, but may be on plans. 2005 f.!onresidentia/ Compliance Forms ! f~ I ! l CERTIFICATE OF COMPLIANCE (Part 2 of 3) l\~ECH-1-C PROJECT NAME ~0 .... tte,-.f I DATE/ ·r/ .. ~ e..c.. k.lN\. C/. ~ ..:t:> ' s (.. t!) ':f' r e "r u.. 2.. /7 tJ '1 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. Toe NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing I 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. I Building Departments: I 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 shall be submitted to the building department that certifies ' plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-I 103fb\ and Title 24 Part 6. Test Description Test Performed By: ./ a MECH-2-A: Ventilation System Acceptance Document I • Variable Air Volume Systems Outdoor Air Acceptance I • Constant Air Volume Systems Outdoor Air Acceptance ! ! Test required on all New systems both New Constructiop and Retrofit. . ! Equipment requiring acceptance testing -r , I JJl cif ~ -e.~a i ,~ <l2f1 -~,[ia /txJZ OA ' I ./ M,MECH-3~A: Packaged HVAC Systems Acceptance Document Test required on all New packaged systems both New Construction and Retrofit. I Equipment requiring acceptance testing ,,_ w -N/11 . I ../ D MECH-4-A: Air-Side Economizer Acceptance Document ' i 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 construction inspection. /ilA • Equipment requiring acceptance testing -/J!..0 ec.nv,0171 I £,ef<.5 :;- : : 2005 Nonresidential Compliance Forms April 2005 lcERTIFICA TE OF COMPLIANCE (Part 3 of 3) MECH-1-C / PROJECT NAME DATE ~" f \A" Vlo"'\vQ. ,. (1A.t+~ _y ;c G-u q:; . J.--z/11/01 rci Q..c.,/ Test Description -V Test Performed By: ./ D MECH-5-A: Air Distribution Acceptance Document This test required If the unit se,ves 5,000 ff 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 ~/A . ,/ D MECH-6-A : Demand Control Ventilation Acceptance Document All new DCV controls installed on new orexistina Dackaaed systems must ly::. t,:,.~fed. Equipment requiring acceptance testing_. ,--. --4L~ l - ,/ D MECH-7-A: Supply Fan Variable Flow Control Acceptance Docµment All new VA V fan volume controls installed on new or existing systems must be tested. Equipment requiring acceptance testing }J!1tc -r ,,, ,/ 0 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 flow 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 waterloop 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 trow chilled, hydronic heat pump or COf!denser water systems where the pumps motors are greater than 5 hp. N/!3 I Ct.iiStiNj) Equipment requiring acceptance testing ~ I . I 2005 Nonresidential Compliance Forms Apri/2005 AIR SYSTEM REQUIREMENTS PROJECT NAME: 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 Capacit( Proposed Heating Capacity Calculated Cooling Capacity2 Proposed Cooling Capacity2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeaVCool Economizer Heat and Cool Air Supply Reset (Part 1 of 3) MECH--2-C DATE: AIR SYSTEMS, Central or Single -f Reference on Plans or Specification1 --Q .. J (). Duct Sealing , , , ,, .. , , ,vrr· , , .,.,,,,, , , .r.._ 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 Forms t H:jdRONic; 'f ~ Sj7TeM5 l\R•C-/00 ¾ oA. April 2005 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 3) MECH-2-C PROJECTNAME: f [~ ~ , f-\ PATE: 2/ 11/04 lso" k•--'··-;,,) er J)--(..Sco-~ \ Q..,(:, -WATER2.J;tDE SYSTEMS: Chillers! Towers, Boilers, Hydronic Loops ITEM or SYSTEM TAG(S) \ \ \ \ MANDATORY MEASURES • T-24 Section Reference on Plans or Speciflcatlon1 Equipment Efficiency 112{a) ·-·- Pipe Insulation 123 PRESCRIPTIVE MEASURES I Calculated Capacity 144(a & b) /' \. Proposed Capacity 144(a & b) I -\ Tower Fan Controls 144(h) I \ Tower Flow Controls 144(h) '- Variable Flow System Design 144(i) Chiller and Boiler Isolation 144(i) \i :.....,.. J CHW and HHW Reset Controls 144{i) .,.. WLHP Isolation Valves 144(1} VSD on CHW, CW & WLHP Pumps >5HP 144(i) DP Sensor Location 144(i) 1: 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 applicable, put "NIA" in the column. 2. Water side svsterns include wet side svstems usina other liQuids such as Qlvcol or brine. 2005 Nonresidential Compliance Forms Ap1il 2005 SERVICE HOT WATER & POOL REQUIREMENTS (Part 3 of 3) MECH-2-C PROJECT NAME: ~ /\ /r l -,...._.,_., ~ , .J-DATE: J,;,e.c.,k"""""'-(1\"" l,.6J 11? r _J_..)1S c..o-.\ c-l> wl 2.. f1 l} 4 ITEM or SYSTEM TAG(S) MANDATORY MEASURES T-24 Section Reference on Plans or Specification1 Water Heater Certification §113 (a) ... Water Heater Efficiency §113 (b) / ' · Service Water Heating Installation § 113 ( c) / Pool and Spa Efficiency and Control §114 (a) r- Pool and Spa Installation §114 (b} . . Pool Heater-No Pilot Light §115 (c) ..___ Spa Heater-No Pilot Light ~ _ _ §115 (d) 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 documented. If a requirement Is not applicable, put "N/A" in the column. 2005 Nonresidential Compliance Forms Apn'I 2005 . ~ MECHANICAL VENTILATION AND REHEAT MECH-3-C PROJECT NAME DATE B ec. k VV\.a..V\ Co()} ter J)\5c..o ? "c)\ tLc..+-z./11/r;c, MECHANICAL VENTILATION (§121(b)2) ..., REHEAT LIMITATION {§144(d)) AREA BASIS OCCUPANCY BASIS VAVMlnlmum A a C D E F G H I J K L M N CFM Min Min REQ'O Design 30%of Max of Design Zone/ Condition CFMby Numof CFM CFMby V.A. Ventilation Air Design Bx0.4 Columns minimum Transfer Area per per cfm Zone H,J, K, System (fl:Z) f P: Area People Person Occupant Maxof Supply cfm/W or300 Air Air BxC ExF DorG cfm cfm setpoint 15 - .l,'\,l-f I-, 'S" ,. I "> Zf.. L 15 7'i ? ff"" "2..«r-U -.__ ----,,,, 15 Jl-\.1 .. 7-5~S" • \ Iii 112,.. I f .. 15 Z.&f/; Z.,'{ fl 7 '\-Z... ') -----. 15 If_ \I--~ 5'" "'I .... • t S". 'K, -I LA 15 2 ctl D 'L.,, /} '2l1k5' ------15 ,-;;£.-I l(']f} .,s IS t 15 L"> L~ J:15,n -----15 15 15 15 \ sr;o ' 1450 Totals 38 Column I Total Design Ventilation Air -r .., ____ 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 seating. H Required Ventilation Air {REQ'D VA) is the lamer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). I Must be ~reater than or eoual to H, or use Transfer Air (column N) to make up the difference. J Design fan suoolv cfm (Fan CFM) x 30%; or K Condition area {ft2} x 0.4 cfm/ft2; or L Maximum of Columns H, J, K, or 300 cfm M This must be less than or equal to Column Land Qreater 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 HVAC MISC. PRESCRIPTIVE REQUIREMENTS: MECH-4-C PROJECT NAME 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,IAV) Systems when using the Prescriptive A,.egroach. [Al [iJ [QJ !.QJ @ [iJ FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAKWATTS BRAKE HP MOTOR DRIVE FANS BxEx746/(C xD) I k '' I fl\ 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 g~ater 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-(SP8-1)/SP, 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 for VAV systems ITEM or SYSTEM TAG(S) PRESCRJPTJVE MEASURES T·24 Reference on Plans or Specification1 Section Electric Resistance Heating2 §144 (g) I I . Heat Rejection System3 §144 (h) N I A. Air Cooled Chiller Limitation4 §144 (l) I I"/ / I 1. Fiff 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") ff 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, ff there are more than 100 tons of air-cooled chiller capacity being installed explain which exception(s) to §144(i} apply. 2005 Nonresidential Compliance Forms April 2005