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Home My WebLink About2470 FARADAY AVE | 6200 EL CAMINO REAL; ; CB101510; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-18-2012 Commercial/Industrial Permit Permit No: CB101510 Building Inspection Request Line (760) 602-2725 Job Address: Permity Type: Parcel No: Valuation: Occupancy Group: 2470 FARADAY AV CBAD Tl Sub Type: INDUST Lot#: 0 Construction Type: NEW Reference# 2090412600 $575,182.00 Status: ISSUED Applied: 08/13/2010 Entered By: JMA Plan Approved: 06/18/2012 Issued: 06/18/2012 Inspect Area Project Title: BECKMAN: FINAL REVIEW OF AFP09-01 Applicant: GOOD & ROBERTS INC. 1090 JOSHUA WAY VISTA, CA 92083 619-598-7614 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit 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 Fire Expedidted Plan Review $2,336.77 $0.00 $1,518.90 $0.00 $0.00 $120.79 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 Total Fees: $4,446.46 Total Payments To Date: Plan Check #: Owner: BECKMAN COULTER INC 250 S KRAEMER BL VD BREA CA 92821 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. Green Bldg Standards Plan Chk TOTAL PERMIT FEES $4,446.46 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $160.00 $186.00 $104.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $4,446.46 $0.00 Inspector: Clearance: _____ _ NOTICE: Please take NOTICE at approval of your project includes the "lmpositio 'of fees, dedications, reservations, or other exactions bereafter collectively referred to as '1ees/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 lees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. ~ ·,city of Carlsbad -·. G3(0l5(O m ~t Plan Check No. 1635 Faraday Ave., Carlsbad, CA 92008 ~ Est. Value 760-602-2717 / 2718/ 2719 I Fax: 760-602-8558 ' Plan Ck. Deposit ...,, "-.."'IJ/!3tl'!."\W' -Building Permit Application Date 8'[ 1 ? I ID I JW\1'\ JOB ADDRESS SUITE#/SPACE#/UNIT# IAPN 209 2470 Faraday Avenue -04 -20 - CT/PROJECT# ILOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I OCC .• GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) h"NAL-re.Ev ,·.ew c)~ AFPOCC-D( EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) I FIREPLACE rlR CONDITIONING l FIRE SPRINKLERS YESO NoO YEsONoD YESONoO CONTACT NAME (lfD/fferentFomApplicant) N d H k II S 'th C A h APPLICANT NAME Smith consulting Architects e as e • m1 on. re . ADDRESS ADDRESS 12220 El Camino Real, Ste 200 12220 El Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP San Oiego .,.,. CA 92130 San Diego CA 92130 PHONE PHONE 858-793-4777 ~r 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 Farad~v 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 I FAX 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com cglynn@goodandroberts.com ARCH/DESIGNER NAME & ADDRESS I STATE LIC.C11701 STATE LIC.# I CLASS I CITY BUS. LIC.# Smith consultina Architects 8377551 B (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, pnor to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of 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}). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declaraffons: QI 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 wor~compensation, as required by Section 3700 of the Labor Code, for the performance of the ~ork for which'lhis perm!!!]ssued. My workers' compensation insurance carrter and policy number are: Insurance Co dl.lVC../60 £2, J ? Policy No.~/,?' Pl'ilJ~ Co Expiration Date bl &f:::wz. This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify thatin the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Inter ltemey s fees. J/5 CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone / contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): J/5 PROPERTY OWNER SIGNATURE DATE • Is the applicant or future building occupant required to submit a businesss, acutely hazardous materials registration form or rtsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes LJNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or ait,9.!jality management district? 0Yes O No ls the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes 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 certifythatl have read the application and state that the aboveinfom1ation isoorrectand that the lnfom1ation on the plans is accurate. I agree to oomplywith all City ordinances and State laws relatingto buildingoonstruction. 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 pem1it is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pem1it 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 pem1it is not commenced within 180 days from the date of such pem1it or if the building or work authorized by such pem1it is suspended or abandoned at any time after the work is commenced for a pertod of 180 days (Section 106.4.4 Unifom1 Building Code). ,e$ APPLICANT'S SIGNATURE DATE City of Carlsbad ~-, .... (i~ Plan Check No. ··1 1635 Faraday Ave., Carlsbad, CA 92008 :. Est. Value 760-602-2717 / 2718 / 2719 j Fax: 760-602-8558 • iuJIII' Plan Ck. Deposit -Building Permit Application Date I JOB ADDRESS SUITE#/SPACE#/UNIT# IAPN 209 2470 Faraday Avenue -04 -20 - CT/PROJECT# 'LOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. 1YPE I occ. GROUP Beckman Coulter V-8 B,F1,S1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Remodel 12,080 s.f. "QCNA" of existing manufacturing space (F1) and Office space (B) to the proposed manufacturing space (F1) and office space -the office are will be reduced by 104 s.f. see TS1. Proposed manufacturing layout includes removal of existing light fixtures and modifications of existing HVAC Duct work. Proposed includes installation of metal stud walls, light fixtures, HVAC duct work and plumbing. EXISTIN~ USE I PROPOSED USE I GARAGE (SF) PATIOS {SF) l DECKS {SF) FIREPLACE l AIR CONDITIONING l FIRE SPRINKLERS F1 &B Mfr and office F1 &B Mfr & office 0 0 0 YESO. No12J YESONoO YEs[ZINoO CONTACT NAME (If Different Fom Applicant) N d H k II S 'th C A h APPLICANT NAME Smith consulting Architects e as e -m1 on. re . ADDRESS ADDRESS 12220 El Camino Real, Ste 200 12220 El Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 92130 San Diego CA 92130 PHONE PHONE 858-793-4777 'FAX 858-793-4787 858-793-4777 'FAX 858-4787 EMAIL EMAIL nedh@sca-~d.com nedh@sc~-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 76o-5a8-7614 'FAX 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com ----cglynn@goodandroberts.com ARCH/DESIGNER NAME & ADDRESS I STATE UC.# STATE UC.# I CLASS I Cl1Y BUS. UC.# 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 any structure, pnor to 1ts issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of 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)). w0mmam0° @0wev@ro0~ ti'o0ro Workers' Compensation Declaration: I hereby affirm under penalty of pe,:jury 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 up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. Ji5 CONTRACTOR SIGNATURE DATE 0W®@@oa)©OU.0@© 0@<30-~m~ '1001.i!J 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 Contractors 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 Contractors 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 permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated {include name I address/ phone I type of work): Ji5 PROPERTY OWNER SIGNATURE DATE :~ CE>-Q903Co 7 '' ~· City of Carlsbad _ ....... ~----- (~ii Plan Check No. 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 ~ ,-~--Plan Ck. Deposit , I :I I /l."\V" -Building Permit Application Date I JOB ADDRESS SUITE#/SPACE#/UNIT# IAPN 209 2470 Faraday Avenue -04 -20 - CT/PROJECT# ILOT# I PHASE# r OF UNITS 1 # BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. lYPE 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 I AIR CONDITIONING l FIRE SPRINKLERS F1 -Manufacturing F1 • Manufacturing 0 0 0 YESO NOE) YES0No0 YEs0NoD CONTACT NAME (lfDifferentFomApplicant) N d H k II S 'th C A h APPLICANT NAME Smith consulting Architects e as e -m1 on. re . ADDRESS ADDRESS 12220 El Camino Real, Ste 200 12220 El Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 92130 San Diego CA 92130 PHONE PHONE 858-793-.4777 'FAX 858-793-4787 858-793-4777 (AX 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 IFAX 160-438-6504 760-598-7614 (AX 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com cglynn@goodandroberts.com ARCH/DESIGNER NAME & ADDRESS ISTATELIC,C11701. STATE LIC.# I CLASS I CllY BUS. UC,# Smith consultinQ Architects . -B377551 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement mat 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 exemP.t therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). W®C&CE@@0 ~ <s®Wu>@rot)& ~00 G!I Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: El 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 thatin the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees, 25 CONTRACTOR SIGNATURE DATE ®W0@@0 0©00,00ID ©@(3~@& U'00W 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 matertals for construction of the proposed property improvement. OYes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construclion (include name address/ phone / contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name /address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone I type of work): 25 PROPERTY OWNER SIGNATURE DATE -- r, .. -• ':!" ·, City of Carlsbad ............. _~ ...... ,-,-~~ Plan Check No. · . .,,,,, .. 1635 Faraday Ave., Carlsbad, CA 92008 liJK~ ~, Est. Value 760-602-2717 / 2718/ 2719 ~~:~:;:J. I Fax: 760-602-8558 Plan Ck. Deposit _, ---·,=•. ·--Building Permit Application Date I JOB ADDRESS SUITE#/SPACE#/UNIT# !APN 209 2470 Faraday Avenue -04 -20 - CT/PROJECT# 'LOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. lYPE I occ, GROUP Beckman Coulter V-B 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 l PROPOSED USE l GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE l AIR CONDITIONING l FIRE SPRINKLERS F1 -Manufacturing F1 -Manufacturing O 0 0 YESO No[2] 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 El Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 92130 San Diego CA 92130 PHONE PHONE 858-7~3-4777 'FAX 858-793-4787 858-793-4777 I 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 (AX 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com cglynn@goodandroberts.com ARCH/DESIGNER NAME & ADDRESS ·I STATE UC.# STATE UC.# I CLASS I CllY BUS. UC.# Smith consultina 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 any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement mat 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}). W0@(E@@ 3 (> <50® CP(%!l9& ti'00G!I Workers' Compensation Declaration: I hereby affirm under penalty of perjuf'/ one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued, D 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. 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 become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars {&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees, .f!5 CONTRACTOR SIGNATURE DATE 0W0@filoID©OC10@@ ©@<sC!,&@~ tr00G!I 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 Contracto(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 Seclion Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I {have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4, I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address/ phone/ conlractors' 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): .f!5 PROPERTY OWNER SIGNATURE DATE u c~-101309'' .. .. «~ Building Permit Application Plan Check No. Est. Value ~ CITY 1635 Faraday Ave., Carlsbad, CA 92008 OF 760-602-2717 I 2718 / 2719 Plan Ck. Deposit CARLSBAD Fax 760-602-8558 www.carlsbadca.gov Date I JOB ADDRESS SUITE#/SPACE#/UNIT# IAPN 209 2470 Faraday Avenue -04 -20 - CT/PROJECT# ILOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP Beckman Coulter 111-B F1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Remodel of existing manufacturing space (F1) which will remain (f 1) space. Includes demolition of existing walls and ceiling grid. Installing new walls, ceiling grid, misc. electrical modifications and duct rework to accommodate revised room layout. EXISTING USE I PROPOSED USE I I GARAGE (SF) PATIOS (SF) l DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS f 1 -Manufacturing f 1 -Manufacturu YESO. N00 YESONoD YEs[2]NoD CONTACT NAME (lfD/fferentFomAppl/cant) N d H k II S , h C A qJ e as e -mIt on. r 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 San Diego CA 92130 San Diego CA 92130 PHONE PHONE 858-793-4777 IFAX 858-793-4787 858-793-4777 rAX 858-793-4787 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 IFAX 760-438-6504 760-598-7614 IFAX 760-598-7659 EMAIL EMAIL DJTaniguchi@beckman.com KSergent@GoodandRoberts.com ARCH/DESIGNER NAME & ADDRESS I STATE LIC::11701 STATELIC.# I CLASS I CITY BUS. UC.# Smith consultina Architects (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law !Chapter 9, commending with Section 7000 of 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)). w0mm@mo0 ~0®tP@ro3~~O0m 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 pennit 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 pennit 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, ~_nd shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars {&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees • .fi5 CONTRACTOR SIGNATURE OAGENT DATE 0WGJ@ffio©©OMD@m 0rn@t1~tT.U~ti00ID "' . ~' ,.; ' -. 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. 0Yes 0No 2. I {have I have not) signed an application for a building pennit for the proposed work. 3. I have contracted with the following person {finn) to provide the proposed construction {include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated (include name/ address I phone/ type of work): .fi5 PROPERTY OWNER SIGNATURE OAGENT DATE Inspection List Permit#: CB101510 Type: Tl Date Inspection Item 09/13/2012 89 Final Combo 08/08/2012 152 Final Bldg Inspection -Fire Thursday, November 15, 2012 INDUST Inspector Act PD Fl CWON AP BECKMAN: FINAL REVIEW OF AFP09-01 Comments Page 1 of 1 APR 21 2011 9:22AM HP LASERJET 3200 KLAUS.BRUCKNER AND A$.SOCJATES February 21, 2009 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 RE: Beckman Coulter -24 70 Faraday Ave. PCR Lab-Building #1 To Whom It May Concern: 4105 Sorrento Valley Blvd, S$n Diego, CA 92121 Tel: (858) &77-9671:1 Fax: (858} 677-9894 This Jetter 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#l. 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; Ordinary 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, T~ EJley Klausbruckner Fire Protection Consu]tant Beckman Coulter p.2 APR 21 2011 9:23AM HP LASERJET 3200 KLAJ.J$$FHJ<:lt<:NE~ AND ASSOClATE:S February 21, 2009 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 RE: Beckman Coulter-2470 Faraday Ave. · Micro-Lab -Building #1 To Whom It May Concern: 4105 Sorrento Valley SIVd. San Olego, CA 92121 Tel: (8S8) 877-9878 Fax: (658) 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 Micro-Lab in Building #1. Should the facility expansion or tenant improvements include moving into an area which was previously an office1 the sprinkler requirements will change as foIJows: 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: Unknown If you have any questions or need additional information, do not hesitate to call at 858- 677-9878. Sincerely, ~~ Biley Klausbruckner Fire Protection Consultant Beckman Coulter p.3 APR 21 2011 9:23AM HP LASERJET 3200 KLAUSBRUCKNi;'.R AND ASSOCIAi'ES February 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: o 1 ~co .hA-e -'6W6i,. i.. ~~ OL-' 4105 Sorrento Valley Bllld. San Diego, CA 92121 )'"el: (ll58) 677-9878 Fax:(866)677-9694 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 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: Ordinary 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, V.ll-- Elley Klausbruckner Fire Protection Consultant Beckman Coulter p.4 KLAUSBRUCKNER AND ASSOCIATES June 18, 2009 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 RE: Beckman Coulter -2470 Faraday Ave. 4105 Sorrento Valley Blvd. San Diego, CA 92121 Tel: (858) 677-987B Fax: {B58) 677-981.!4 QCVA Lab -Building #1 [Labs Relocating from Building 2 to Building I] To Whom It May Concern: This letter is to confirm that relocation of the labs from Building 2 to Building 1 does not affect the control areas within the facility or any major construction as a result of hazardous materials use for that control area. Should the facility expansion or tenant improvements include moving into an area which was previously an office, the sprinkler requirements will change as follows: Typical Office Requirements: Light Hazard Occupancy 0.1/1 S00 plus l 00 gpm hose demand Proposed Based on Change: Ordinary Hazard Group 2 0.2/1500 plus 250 gpm hose demand If you have any questions or need additional information, do not hesitate to call at 858- 677-9878. El ley Klausbruckner Fire Protection Consultant By way ofmy signature, we agree to the conditions stated in this Jetter. APR 21 2011 9:23AM HP LASERJET 3200 Kt.AUS El RtJCKN IU~ ANO ASSOCIATf.i:S June 1, 2010 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave, Carlsbad, CA 92008 RE: Beckman Co-iilter -2470 Faraday Ave. 4105 Sorrento Valley Blvd. San Diego, CA 92121 Tt1~ '(858).6n-987B Fax: (858) 677-9894 IMMAGE, AMPOULE, LTG-Process Relocations to Special Fill Room in Building2 To Whom It May Con.cem: Attached is an updated inventory based on relocation of the IMM:AGE, AMPOULE, and LTG processes to Special Fill Room, some which include moving associated chemicals from Building I to Building 2. This letter is to confirm that these revisions do not affect the control areas within the facility or any major construction as a result of hazardous materials use for that control area Should the facility expansion or tenant improvements include moving into an area which was previously an office, the sprinkler requirements will change as follows: Design Density Required: .Ordinary Hazard Group 2 0.2/1500 plus 250 gpm hose demand Additionally, exhaust calculations have been provided to maintain any flammable vapors in the room to below 25% LFL. Based on these calculations and the inventory, the Special Fill Room will require a minimum exhaust rate of 218 cfm where flammable liquids are in open system use for the IMMAGE, AMPOULE, and LTG processes. If you have any questions or need additional information, do not hesitate to call at 858- 677-9878. Sincerely, ~~ Elley Klausbruckner Fire Protection Consultant By way of my signature, we agree to the conditions stated in this letter. Beckman Coulter DATE: JAN.23,2012 JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-1510 EsGil Corporation In <Partnersliip witli (Jovernmentfor<Bui(tfing Safety SET: III PROJECT ADDRESS: 2470 FARADAY AVENUE PROJECT NAME: T.I. FOR BECKMAN COULTER NT - N REVIEWER Cl FILE IZ! The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: IZ! Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: ALI SADRE EsGil Corporation D GA D EJ D PC 1/18 Fax#: Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ., DATE: APRIL 26, 2011 JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-1510 EsGil Corporation In (J!artnersli.ip witli government for <JJui(aing Saje'ty SET: II PROJECT ADDRESS: 2470 FARADAY AVENUE PROJECT NAME: T.I. FOR BECKMAN COULTER ~T ~ D PLAN REVIEWER D FILE D The plan~ transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. !XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [SJ The applicant's copy of the check list has been sent to: D [SJ NED HASKELL C/O SMITH CONSUL TING 12220 EL CAMINO REAL, # 200, CB, CA 92130 Esgil Corporation staff did not advise the applicant that the plan ch_eck has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Telephone #: 858-793-4 777 Fax #:4787 Person contacted:, JJED Date contacted: 't(z;lt ( (b~ Mail v{elephone Fax 0n Person D REMARKS: By: ALI SADRE EsGil Corporation IZI GA IZI. EJ D PC Enclosures: 8/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 • GENERAL 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and c~lculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. A reminder that the plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal and date plans are signed. California Business and Professions Code. • ADDITIONAL 3. Please see attached for P/M/E items. 4. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE at Esgil Corporation. Thank you. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 10-1510 PLAN REVIEWER: Glen Adamek DATE: 4/15/2011 SET: II • GENERAL AND ARCHITECTURAL PME ITEMS 34. Each sheet of-the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing & sealing just before the permits are issued. 35. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2010. The following are the correct current Codes: B) Sheet TS1 shows the 2007 (NEC) National Electrical Code. Please correct. The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. C) Sheet TS1 shows the 2007 (UMC) Uniform Mechanical Code. Please correct. The 2007 edition of the California Mechanical Code (CMC) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. D) Sheet TS1 shows the 2007 (UPC) Uniform Plumbing Code. Please correct. The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. 36. The letters provided by Elley Klausbruckner are incomplete. They are not included the "updated inventory, of hazardous materials." And do not clearly address compliance with the current Building Codes. Note: there are some changes in the Codes that must ·be addressed. Please provide complete updated hazardous material opinion and report. Also provide a copy of the existing hazardous materials reports being updated by the letters. The Hazardous Material Notes on the TS 1 sheets ·do not clearly show the proposed limits on the existing and proposed amounts of hazardous materials. Please provide the information for the existing and proposed materials. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307 .1 (1) and 307.1(2). A) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each-type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. 37. The letters provided by Elley Klausbruckner are incomplete. They are not included the "updated inventory, of hazardous materials". And do not clearly address compliance with the cu_rrent Building Codes. Note: there are some changes in the Codes that must be addressed. Please provide ·. complete updated hazardous material opinion and report. The Fire Department must review the hazardous material opinion and report. The Building Official to check for Fire Department's approval of the hazardous material opinion and report. • PLUMBING (2006 UNIFORM PLUMBING CODE) 43. The response data provided and/or the letters by Elley Klausbruckner do not clearly address the existing "Industrial Waste Plumbing System" and the proposed expansions of the system. Please clearly address the treatment and disposal of the existing and proposed "Industrial Waste". The plans show "Industrial Waste Plumbing System" connecting directly to the domestic sewer (building drain lines). A complete review will be done when complete design data and calculations are provided. The plans show "Industrial Waste Plumbing System" and "Process Waste Plumbing System" being used. Please address the types of materials to be drained into each of the systems and provide data and plans for disposal and treatment systems for the proposed "Industrial Waste" and "Process Waste". CPC, Section 811.0· 44. The plans and c~lculations do not include "assumed future gas demands". The gas line sizes are OK for the connected gas loads shown. Please provide the gas line sizing calculations for the new gas system after the gas pressure regulator shown on-sheet P4.0 for the MICRO & PCR Lab area. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 47. No cut-sheets and listing data and installation instructions provided and no details of the equipment being installed. Show the floor elevation, ceiling level, and support of all the equipment. Please explain the "BC SUDS CONTROL" for the QCN_A Lab area shown in the detail 4 on sheet P0.1. Please provide cut-sheets and installation instructions. 48. Please provide cut-sheets, listing data and installation instructions for the Humidifiers and drain cooler shown in detail 2 on sheet QVP0.1. Correct the detail 2 on.sheet P0.1 for the QCNA Lab area showing no D.I. water connected to the Humidifier; and a condensate drain line into and a condensate drain line out of , and a industrial cold water line into some type of basin in the ceiling space? Please explain. (Note an indirect waste receptor may not be located in the ceiling space as per CPC, Section 804.1 . . • MECHANICAL (2006 UNIFORM MECHANICAL CODE) 54. The plans clearly shows the "Copy room #105" is enclosed on more than 3 sides and only a return air grill provided. Obtain approval from the Building Official to waive compliance with required exhaust ventilation requirements. Provide exhaust ventilation as per UMC, Section 403. 7 and Table 4.4. Please address the new Copy Room shown in the QCNA Lab area. 55. Please provide cut-sheets and installation instructions for the proposed "BSC Bio-hoods" and "LEH-7 hood" shown with no mechanical systems. Please clearly show proposed uses and show types of materials to be used within the proposed hood systems. (sheet MCM3.0) Also, on sheet QVM3.0 provide cut-sheets and clearly show proposed uses and show types of materials to be used within the proposed "Satellite hood system". Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and ·access to all equipment in each of the tenant improvement areas. 56. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) The mechanical plans and/or the hazardous materials data provided do not address what is used under each fume hood. The Mechanical Code only addresses the air diluted values for flammable vapors and fumes. But air diluted corrosive materials and particulates and other hazardous materials are not addressed as lower limit to call an "Environmental Air" system. Please address the proposed materials within the fume hoods and product conveying requirements. • Clearly show the proposed materials to be exhausted by each exhaust system. B) See item 56. A) above, then address this item. This item applies to duct systems for both product conveying and "Environmental Air". Detail the required make-up air as per UMC 505.3 and 504.1. C) See item 56. A) above, then address this item. Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). D) See item 56. A) above, then address this item. Clearly show the duct mat~rials are suitable for the intended use. UMC, Section 506.1 E) See item 56. A) above, then address this item. Clearly show the exhaust duct . material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 F) See item 56. A) above, then address this item. Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 · G) See item 56. A) above, then address this item. Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC 505.1 H) See item 56. A) above, then address this item. Detail minimum duct conveying velocities as per UMC 505.2 & Table 5-1 I) See item 56. A) above, then address this item. This item applies to duct systems for both product conveying and "Environmental Air". Detail duct cleanouts as per UMC Section 506.3 J) See item 56. A) above; then address this item. Detail duct support as per UMC 506.5 & 6040.5 K) See item 56. A) above, then address this item. Detail fire protection as per UMC 506.6 & 610.6 L) See item 56. A) above, then address this item. Detail clearances from combustibles as per UMC 506. 7 & 610. 7 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. • ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen 1. The electrical remodel area does not match the architectural remodel area for area "MC". Please review. 2. The mechanical plan review has requested a report on the use/existence of hazardous materials. Please review this report prior to the next submittal for classified electrical locations and include a full description onto the electrical floorplans (locations & classifications). 3. Locations adjacent to hoods. (Disco Lab Remodel). 4. Panel X36 will require main protecti9n. 5. Where is transformer "TC" located and does the feeder conductor length exceed 25' before the oven disconnect? 6. On the QC-VA-Tl, upper part of the lighting sheet there is a corridor with fixtures labeled both new and existing, shown controlled by a switch(?), with no egress lighting available (I think, circuiting is not identified). 7. Does the lyophillizer have any ac;ljacent classified locations either at the machinery or venting locations? Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed ihe review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DATE: AUG.25,2010 JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-1510 EsGil Corporation In (l.'artnersli.ip witli. (}overnment for <:Bui(aing Safety SET: I PROJECT ADDRESS: 2470 FARADAY AVENUE PROJECT NAME: T.I. FOR BECKMAN COULTER ~6f'JT D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J The check list ·transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [8J The applicant's copy of the check list has been sent to: NED HASKELL C/O SMITH CONSULTING 12220 EL CAMINO REAL,# 200, CB, CA 92130 D Esgil Corporation staff did not adv"ise the applicant that the plan check has been completed. [8J Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: NED (,l"l--1J Telephone#: 858-793-4777 Date contacted: f-/zs ho (by: (c-..) Fax #: 4787 Mail Telephone i...------Fax I---" In Person D REMARKS: By: ALI SADRE EsGil Corporation IZI GA IZI EJ D PC 8/17 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 10-1510 A.UG. 25, 2010 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 10-1510 OCCUPANCY: B/Fl/S1 TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: 9500 SPRINKLERS?: 2X9500 ,REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/13 DATE INITIAL PLAN REVIEW COMPLETED: AUG.25,2010 FOREWORD (PLEASE READ): JURISDICTION: CARLSBAD USE: OFFICE/PRODUCTION/ STORAGE ACTUAL AREA: 1412/ 943/ 2,300/ 12,080 STORIES: ONE HEIGHT: 22' OCCUPANT LOAD: 165 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/17 PLAN REVIEWER: ALI SADRE This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be iii conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. • GENERAL 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. . 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. A reminder that the plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal and date plans are signed. California Business and Professions Code. 3. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Section A 106.1.1. I.e., for site walls, monument signs, site lighting, gates, fences, etc. If none, please specify N/A on the response list; otherwise, provide details and references on plans for all such related items. 4. Include the following code information for each building proposed on the Title Sheet: + Occupancy Classification(s): B (Office) 151 (Storage)/ F1 (Production)-Ok as noted + For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508.3. + Description of Use: As per above -Ok as noted + Type of Construction: V-1;3-Ok as noted + Sprinklers: Yes -Ok as noted + Stories: One -Ok as noted + Height: 24' -Ok as noted + Floor Area: 1,412; 943; 2,300 & 12,080 -Ok as noted + Occupant Load: 165 -Add accordingly + Justification for allowable versus actual areas for each building -As per Table 503. • SITE PLAN 5. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 6. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. On Sheet AS-1, please indicate the floor area of each T.I. space. so they can be verified against the permit applications that are filed. 7. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. 8. Show dimensioned parking layout, including any required disabled access spaces. Section A 106.1.1. • TYPE OF CONSTRUCTION 9. Clarify which tenant space is Type 111-8 as noted on plans. Alternatively, label them all as Type V~B. • FIRE-RESISTIVE CONSTRUCTION 10. Provide details on plans for fire-resistive construction. Include roof/ceiling, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). 11. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 712.3.2. 12. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 716. 13. Provide a note on the plans stating: "Penetrations of fire-resistive walls and roof-ceilings shall be protected as required in IBC Section 712." 14. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 707: • INTERIOR WALL AND CEILING FINISHES 15. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types Ill and V construction, where fire retardant treated wood may be used. Section 803.4.2. • SITE PLAN 5. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 6. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. On Sheet AS-1, please indicate the floor area of each T.I. space, so they can be verified against the permit applications that are filed. 7. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. 8. Show dimensioned parking layout, including any required disabled access spaces. Section A 106.1.1. • TYPE OF CONSTRUCTION 9. Clarify which tenant space is Type 11-1-B as noted on plans. Alternatively, label them all as Type V-8. • FIRE-RESISTIVE CONSTRUCTION 10. Provide details on plans for fire-resistive construction. Include roof/ceiling, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). 11. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 712.3.2. 12. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 716. 13. Provide a note on the plans stating: "Penetrations of fire-resistive walls and roof-ceilings shall be protected as required in IBC Section 712." 14. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 707: • INTERIOR WALL AND CEILING FINISHES 15. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types 111 and V construction, where fire retardant treated wood may be used. Section 803.4.2. 16. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5." • FIRE BARRIERS 17. A fire barrier is not required for an accessory use not occupying more than 10 percent of the area of any floor of a building, nor more than the tabular values for either height or area for such use (without height/area increases). Sec. 508.3.1. Please see the mechanical provisions for any additional requirements for separation of different occupancies. 18. Doors and fire shutters in fire barriers shall comply with the following table. Table 715.4. FIRE BARRIER RATING (hours) MINIMUM OPENING PROTECTION ASSEMBLY (hours) 1 ¾ 19. Openings in a fire barrier wall shall be limited to a maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet. Exception: The 156 square foot limitation shall not apply where the adjoining fire areas are sprinklered. Section 706.7. 20. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square feet Please see above for requirements 21. Steel electrical outlet boxes at fire barrier walls shall not exceed sixteen square inches, shall not exceed 100 square inches per 100 square feet of wall, and shall be separated by a horizontal distance of 24" when on opposite sides of a wall. Section 712.3.2. • EXIT SIGNS 22. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 23. A tactile sign stating "EXIT" and complying with ICC A 117.1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. 24. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 25. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 26. Show separate sources of power may be required for exit illumination. Review Section 1006.3. . • MISCELLANEOUS LIFE/SAFETY 27. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c.). . f) Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. g) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. • ACCESSIBILITY 28. Provide notes and details on plans to show compliance with enclosed "Disabled Access" Review List. • ADDITIONAL 29. Please note on the plans that all the existing site items, i.e., ramps, entrances, walks, parking, etc., are HC complying subject to field verification. 30. Please see attached for P/M/E & HC items. 31. To speed up the review process, note on this list ( or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 32. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 33. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 34. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the p~rmits are to be issued. 35. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2010. The following are the correct current Codes: a) The 2007 edition of the California Building Code (CBC) adopts the 2006 International Building Code (IBC) and the 2007 California Amendments. b) The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. c) The 2007 edition of the California Mechanical Code (CMC) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. d) The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. e) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. f) The 2008 edition of the California Energy Efficiency Standards. 36. The Hazardous Material Notes on the TS1 sheets do not clearly show the proposed limits on the existing and proposed amounts of hazardous materials. Please provide the information for the existing and proposed materials. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. · b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. 37. The Fire Department must review the hazardous material opinion and report. The Building Official to check for Fire Department's approval of the hazardous material opinion and report. · 38. The plan package is four separate plan packages with the same sheet numbers repeated. Please renumber the sheet numbers so none of the sheet numbers are the same. 39. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 40. As of July 31, all plans submitted to the jurisdiction for plan review, the only acceptable performance energy calculations are the following versions: CALRES 2008 v.1.1, EnergyPro 5.1 & MICROPAS 8.1. 41. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 42. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof' hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 43. The plans show "Industrial Waste Plumbing System" and "Process Waste Plumbing System" being used. Please address the types of materials to be drained into each of the systems and provide data and plans for disposal and treatment systems for the proposed "Industrial Waste" and "Process Waste". CPC, Section 811.0 44. Please provide the gas line sizing calculations for the new gas system after the gas pressure regulator shown on sheet P4.0 for the MICRO & PCR Lab area. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 45. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 46. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator itself and vent to the exterior. UPC 1211.10. 47. Please explain the "BC SUDS CONTROL" for the QCNA Lab area shown in the detail 4 on sheet P0.1. Please provide cut-sheets and installation instructions. 48. Correct the detail 2 on sheet P0.1 for the QCNA Lab area showing no D.I. water connected to the Humidifier; and a condensate drain line into and a condensate drain .line out of , and a industrial cold water line into some type of basin in the ceiling space? Please explain. (Note an indirect waste receptor may not be located in the ceiling space as per CPC, Section 804.1. 49. Correct the water "Piping Sizing Tables". Provide separate Hot water table for the maximum GPM and Fixture units for the maximum 5 feet per second velocity. The table values provided do not comply as per CPC, Chart A-4. 50. .Clearly show the DI water system (by others) requires a separate permit and plan review. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 51. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. · 52. The outside air amounts on the MECH-3-C forms provided do not seem to match the mechanical ventilation rates shown on the mechanical plans for the new or revised conditioned spaces and new, revised and existing HVAC units (including fan coil units). Coordinate the mechanical and the Title 24 outside air design. CMC 403.0 & Title 24 121 (b)2 & (d). Please correct. 53. Please detail roof access to roof mounted HVAC equipment. CMC 904.10.3.3. 54. Provide ~xhaust ventilation as per UMC, Section 403.7 and Table 4.4. Please address the new Copy Room shown in the QCNA Lab area. 55. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment in each of the tenant improvement areas. a) Plans for MIC.RO & PCR Lab (sheet M3.0) show new fume hoods, in the areas of improvement areas but no mechanical systems provided? Please address. b) Plans for MICRO & PCR Lab (sheet M3.0) show new exhaust fan EF-1, but no ducting system shown? Please address. c) Plans for QCNA Lab area (Sheet M3.0) shows new VAV boxes, new heat pump, and revised floor area and uses in the area of improvement. Please provide MECH-3C forms for air flow changes. d) Plans for Special Chem. Fill Line (Sheet M-2) shows new VAV box in the area of improvement: Please provide MECH-3C forms for air flow changes. e) Plans for Special Chem. Fill Line (Sheet M-2) shows new transfer air ducting systems. Please provide air balancing schedule for the proposed changes and provided MECH-3C forms for air flow changes. 56. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the proposed materials to be exhausted by each exhaust system. b) Detail the required make-up air as per UMC 505.3 c) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). d) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 e) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 f) Separate and distinct systems shall be provided for incompatible . materials. UMC 505.1 g) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC 505.1 h) Detail minimum duct conveying velocities as per UMC 505.2 & Table 5-1 i) Detail duct cleanouts as per UMC Section 506.3 j) Detail duct support as per UMC 506.5 & 6040.5 k) Detail fire protection as per UMC 506.6 & 610.6 I) Detail clearances from combustibles as per UMC 506.7 & 610.7 m) Detail protection from physical damage as per UMC 506.8 & 604.4. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen 1. The mechanical plan review has requested a report on the use/existence of hazardous materials. Please review this report prior to the next submittal for classified_ electrical locations and include a full description onto the electrical floorplans (locations & classifications). • The Hazardous Material Notes on the TS 1 sheets do not clearly show the proposed limits on the existing and proposed amounts of hazardous materials. Please provide the information for the existing and proposed materials. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). o Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. o Clearly show the amounts for each type of hazardous material to be stored and in use. o Clearly show the locations in the building where each type of hazardous material is being stored or used. o Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMG Chapter 5. ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 2. The following comments are for sheet E3.1 (QC-VA Tl): • Panelboard X4C requires "main" protection. Please add. • Likewise panelboard X38C. Please review the layout of these two panels. • The transformer off of panel "X4" appears to be undersized per the panel schedules for the (4) panels? Please address. • Somehow bus duct No. 2 has 70 ampere primaries supplying 208 volt loads, limiting the secondary side to 161 amperes .. Justify the primary and secondary sizing of overcurrent devices per the electrical loads shown on the single line/panel schedules for this bus duct. 3. The mechanical roof mounted duct detector is on the same circuit as the rooftop convenience-receptacle outlet. Please clarify if the intention is to have the duct detector electrical branch circuit as GFCI protected or non-GFCI protected. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD 10-1510 AUG. 25, 2010 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE PLAN CHECK NO.: 10-1510 DATE: AUG.25,2010 BUILDING ADDRESS: 2470 FARADAY AVENUE BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-B/SPR. BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. T.I. 1412 34.37 T.I. 943 34.37 T.I. 12080 34.37 T.I. 2300 34.37 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance I ,r I Plan Check Fee by Ordinance I • I Type of Review: 0 Complete Review D Structural Only D Repetitive Fee [B Repeats Comments: D Other D Hourly EsGil Fee ____ ,Hr.@• ($) 48,530 32,411 415,190 79,051 575,182 $2,336.771 $1,518.901 $1,308.591 Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBE,,,C~ 41!l..-1), ADDRESS 2J{10 'f A~A D.A Y A v RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$17,000.00) DATE----+-d_u_,_h.__f!J __ a. __ _ !.f-I TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER ________________________ _ PLANNER __________ _ DATE ----------- ENGINEd~ ' . DATE_~-,..f-~_q,_I_D_· __ H:\Development Servlces\Correspondence\Ontiveroslfor planchecklng\BUILDING PLANCHECK CKLIST FORM. PLANNING ENGINERING APPROV ALS.docx ~! fJ J!l J!l "' "' Cl Cl Cl ~ i >, ~ >, .0 .0 ~ ~ ~ -"" -"' -"' 0 0 0 a, Q) Q) .s= .c: .c: (.) u u C: C C: .!!! _!)l "' Cl.. a. a: ~DD ~DD ~DD ~DD ~DD Site Plan: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB101510 Address 2470 FARADAY AV Planner GINA RUIZ Phone .,_,(7-=6=0.,_) 6=0=2=--4..:..;6:;..:.7-=5 ____ _ APN: 209-041-26-00 Type of Project & Use: Tl Net Project Density:N/A DU/AC Zoning: M-Q General Plan: Pl Facilities Management Zone: .§ CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land used created by this permit: Circle One __ ) Legend: 0 Item Complete@ltem Incomplete -Needs your action Environmental Review Required: YES D NO ~ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO ~ TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO Jg)_ CA Coastal Commission Authority? YES D NO Jg)_ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO ~ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fee.s in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: . YES D NO ~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 lZl D D lZl D D lZl D D lZl D D lZl D D lZl D D lZl D D SEE ADDITIONAL COMMENTS BELOW Policy 44-Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Additional Comments #1. PLEASE ADD A SECTION SHO'NING HO'.!'.' THE NE\11.' ROOF MOUNTED EQUIPMENT AS SHO\11.'N ON SHEETS M3.1 'NILL BE SCREENED FROM STREETS WITHIN 500 FEET. PLANCHECK #2:PREVIOUS REVIEW OF ROOF MOUNTED. SCREENING BY MEANS OF PAINTED WAS APPROVED 3/10/09 BY MARK LANGAN AND VAN LYNCH. SEE LETTER ON FILE IN THE BUILDING DEPARTMENT FILE. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 4/22/11 H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Ned Haskell From: Sent: To: Cc: Mark Langan Tuesday, March 10, 2009 8:56 AM Van Lynch Mike Peterson; Ned Haskell Subject: Beckman Mechanical Unit Page 1 of 1 Van, a while ago we discussed the large mechanical unit on the roof the the existing building. At that time we agreed that a screen was not required if the unit could be painted and did not have a lot of "stuff' on the exposed sides. I was finally able to track down a photo of a similar unit. Note that the sides facing west and south (the visible sides) will be sheet metal similar to the right side of the attached photo. Some louvers will be on the north and access panels for filters on the east, which are the non visible sides. We propose to have the unit painted to match the building per our discussion. Mike, this is the "Disco" project that was submitted for an annual permit yesterday. Please let Van or myself know if you need anything from for the file. Thank you both. Mark Langan Vice President Smith Consulting Architects (858) 793-4777 From: Mattsson, Kiel [mailto:kmattsson@prmech.com] Sent: Tuesday, March 10, 2009 8:41 AM To: Mark Langan Cc: 'Julie Mitchell' Subject: RE: Beckman Mark, I have attached a picture provided by Energy Labs of an AHU at the factory. This is an unfinished unit. Our unit will look like the right side of this unit (right of the red line) and will not have any standing seams. The south end will look the same and the north end will have a low profile flush louver for the outside air. The unit can be painted any color at the factory for about $1,000. Hope this helps, Kiel Mattsson Facilities Improvement Group Project Manager I . ; ; .. ,. " .. ...,, : ~~@ffi.!w12,lW~!Ea"IJ ;.; • , (858) 974-3190 (858) 974-6501 fax {619) 247-7862 cell kmattsson@prmech.com (858) 793-4777 4/21/2011 , y,,, ~,""', . .-.ar..,.-~-~,.....,. • ' •1' • ~ :- I , 'ij ' ( t _I. Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 01-31-2012 Name: Address: Permit#: CB101510 GOOD & ROBERTS INC. 1090 JOSHUA WAY VISTA, CA 92083 Job Name: BECKMAN: FINAL REVIEW OF Job Address: 2470 FARADAY AV CBAD · INCOMPLETE"'" 'lne~a~@~1¥ i~i.R~plete. At this time, this office cannot adequately conduct a review to determine compliance with t .PP· an; · · anaaraS:-"Please review carefully all comments attached. Pleaser e necessary plans anq/or specificatio:ris: with changes "clouded", to this office for review ~L,af,1'Tl'.5val. Conditions: Cond: CON0004202 [NOT MET] 1. Sheet EXl -(Dated 5/18/09) Provide justification that existing 1 hr corridor can be derated. Show that this does not impact items such as travel distance ( all areas, not just TI areas) as well as impacts to any allowances made in original build that were dependent upon this rated corridor. This applies to ALL existing rated corridors. Entry: 09/27/2010 By: cwong Action: CO Cond: CON0004598 [NOT MET] 1. Reference to allowances made on original build as referenced above not addressed. Please provide calculations to comply with Table 503 for allowable building area and ocupancy seperation per table 508.3.3 to utilize omission of rated corridors. Entry: 05/05/2011 By: cwong Action: CO Cond: CON0005191 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 01/31/2012 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 05-05-2011 Nmne: Address: GOOD & ROBERTS INC. 1090 JOSHUA WAY VISTA, CA 92083 Permit#: CB101510 Job Name: Job Address: BECKMAN: FINAL REVIEW OF 2470 FARADAY AV CBAD Reviewed by: GA ~'hf -j BLlJtJ. DBPJ"" .Copy CIN€0"MPI:;-E'FE--Tue)tem you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0004202· [NOT MET] 1. Sheet EXl -(Dated 5/18/09) Provide justification that existing 1 hr corridor can be derated. Show that this does not impact items such as travel distance ( all areas, not just TI areas) as well as impacts to any allowances made in original build that were dependent upon this rated corridor. This applies to ALL existing rated corridors. Entry: 09/2712010 By: cwong Action: CO Cond: CON0004598 [NOT MET] 1. Reference to allowances made on original build as referenced above not addressed. Please provide calculations to comply with Table 503 for allowable building area and ocupancy seperation per table 508.3.3 to utilize omission ofrated corridors. EJ11..ry-~---:Q~-5:-;;/o~-5-:,;./2a;-;:;0:-:.1.1 ......,B;=;:-y_:_c_w_on_g_"7\.""Ction-:-CO.....___, --::.._-----.J \ \ \ K l.AUSB F: UCl<r-JER 4105 Sorrento Valley Blvd. ,\) .ONDAS~OCJ,t,.'ft£ San0lego,CA92121 ·-~ ___ ...... -41. ____ ....,,. __ ,.. ____ ------... .... ---._._ ... ____ ....,, ____________ ........ ~----~-----.... ...... _ _.._//, June I, 2010 Carlsbad Fire & Building Departments City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 RE: Beckman Coulter-2470 Faraday Ave. Tel: (858) 677-9878 Fax: (858) 677-9894 IMMAGE, AMPOULE, LTG-Process Relocations to Special Fill Room in Building 2 To Whom It May Concern: Attached is an updated inventory based on relocation of the IMMAGE, AMPOULE, and L TG processes to Special Fill Room, some which include moving associated chemicals from Building I to Building 2. This Jetter is to confirm that these revisions do not affect the control areas within the facility or any major construction as a result of hazardous materials use for 1hat control area. Should the facility expansion or tenant improvements include moving into an area which was previously an office, the sprinkler requirements will change as follows: Design Density Required: Ordinary Haz.ard Group 2 0.2/1500 plus 250 gpm hose demand Additionally, exhaust calculations have been provided to maintain any flammable vapors in the room to below 25% LFL. Based on these calculations and the inventory, the Special Fill Room will require a minimum exhaust rate of218 cfm where flammable liquids are in open system use for the IMMAGE, AMPOULE, and LTG processes. If you have any questions or need additional infonnation, do not hesitate to call at 858- 677-9878. Sincerely, [l(lausbruckner Fire Protection Consultant By way of my signature, we agree to the conditions stated in this letter, Beckman Coulter Material CAS# fsopropanol 67-63-0 Premoistened Alcohol / BECK-10-005 DI Clean Wipes AfcoSCRUB Foam BECK-10-002 Spill Scenario: Evaportation Time -Worst Case Definitions: Calculations 25% LFL: BECKMAN COULTER -SPECIAL FILL ROOM CFM Required for-Vapor-Air Mixtures @ </=25% LFL in Exhaust Ducts Volumes of Cubic Feet of Exhaust CFM to Keep LFL 25% oflFL Air to One Specific Vapor Ventilation Air Needed to Evaporation R~te Evaporated Liquid at location Used Voluml!.of Gravity Denstty-Keep @25¾ LFL Per Gal galls 25¾ LFL if All of the Vapor of Liquid Evaporated Liquid is Evaporated 2.5 0.6250 159.0000 0.785 2.079 6542.1953 0.0005 196.2659 Special Fill Room -L TG and IMMAGE Consumable 2.5 0.6250 159.0000 0.86 2.079 7167.2458 0.0005 215.0174 Special Fill Room -L TG and IMMAGE Consumable 3.3 0.8250 120.2121 0.886 1.594 7236.0518 0.0005 :-. l1,1;0818 Special Fill Room -L TG and IMMAGE Consumable Based on largest liquid transfer amount or largest containers, whichever is fess -worst case use-open conditions_ Hood Face Velocity: >/=100 fpm Spill Depth: </=1/4" Temperature: </=72oF Evaporation Rate: </=0.0005 gin/sec CFM -Cubic Feet of Exhaust Ventilation Needed to Keep Vapors@ 10% & 25% LFL per Volume of Liquid Indicated LFL = Lower Flammable Limit Reference: NFPA Fire Protection Handbook & NFPA 86 25% of LFL = 0.25xLFL Volume of Air to One Volume of Vapor= (100-25%LFL)/25¾LFL Cubic Feet Exhaust Ventilation Needed·to Keep @25%LFL Gallon of Liquid Evaporated= 4x[(8.33/0.075)]x[(speciflc gravity/vapor density)) x [(100-LFL)/LFL] CFM = [Cubic Feet per Minute Exhaust Ventilation Needed to Keep @.25% LFL Per Gallon of Liquid Evaporated] x [Gallons per Minute of Evaporated Liquid] Maintaining vapors at </=25¾ LFL required in work areas and allows ducts to extend through other areas. ~ SHEET_/_.__,_( __ _ PROJECT ..--1',? f,t ('.. t,,..J. ~ <..,, (.,,.'l_'\•. , ;::, ____ ...:!: .. ·----·--··--··-----········· -------GSSINO._-___ _ Structural Engineers ENGR._,-f-"-~--DA1E_'f ....... {_,_=-__ Sc_.,.()~ ; I{~ ,-( \i:-~ /Ui"tt , .) -(--,,._ '-"\ {1_.t:.,.,f . ~ Lt{.. ·\.~t.. D i 4 fi\..;f·y i~~-_.,. .,::. .. C. ~ 1..r:, l'..-i -v+..... I/'"!/' 1· ~t..,..t.,.(r,,,..\ "''. ( I ~ \... ~ I It.(;.. ~ (f...\ ~'C,(-1t~k~~ ~~~ ~ ~ .. 1c-.l~'!;, C...•t....nt,.,.) \c:, ,...f) t_ f"6"'-. C. '\ ,, . ~ 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 A PRIME Job: u-1~7,., S'JRUCTURAL Oste: !d 0'[ ENGINEERS Bht. __ _ conterminous 48 states 2006 Internati.onal Building code Latitude= 33.13787 Longitude= -117.26925 A.PRIME Job: ~1-1" STRUCTURAL Date: :-( 01 ENGINEERS Sht1 ~ spectral Response Accel erati ohs S$ and Sl ss and S1 = Mapped spec~ral 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 i.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 = Fa x Ss and S.Ml = Fv x Sl Site class o -Fa= 1.049 ,Fv = 1.572 Period (sec) 0.2 1.0 Sa (g) 1.184 (SMs 1 Site class D) 0.673 (SMl, site class D) conterminous 48 states 2006 Inter.national Building code La;titude = 33 .13787 Lon~itude = -117.~6925 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 DD) 0.448 (Sol, Site class ) (t.,1, ({1-.µJ,:·-N &.c>V t'I f cry k.\v/LO ~f\.J ~o~ fl'( url \tl>, Ff :: o.1 a1 s~ w1 ( J t ~ ¾) ~/~ 9,M.1tl-: O.~~~F r t,..)r : Or?.( O, "'18., )( 1.o )1,J f :: o. ~ 7 Wt ~f,vqt'( :-c;,.i.$r,.f w, ~.0~ ,:, ,.b·~l>ir ,,.,, "'f,t{P•7'i~';{l-0 )i.Jp ~ /.l-'-"2-!+ ;;. v."l--(oqi1)Cwr) ,. o, t$:a-i,.)r 1 . y vit t 3~.)S' " fll,MIN "" /))t/1-c 4?,!°11? Wf' ) (7, 2.~, (,,}f ~ r- • : N~ Vt PW Pr/ /1k( 1)urrl.-l""'~ LP,rt> ,:, 'LJ,z Wf +-f\;/1 '1 f = u~G 7 W r -t o. 'l-31 Wt ~ o, i Q" w r [ Dvtt;, f"P !>l7SM('-~A-'> c;r$c ~ o.10~ wf /!,'37J -:,.. e:>-"71 wf j:I "\.( 'flO i!}€'1'%> .(,..,.,kt> •· -::. C) J.(, 7 r.,,jr ~ 6 r>V CX,N 'S /.1 [IJJPcl.f1l?fl. vi 1½-C~ U.. IS c,,or.J!. fllii µ;p B,e,t.-KMA~ IZLJi~ ff I N€'4 ~Of ft>( IA,J 11"3 &,,/'\f': ~ \' \Jf t fE: ... 0, 1,'1S v.J,-('(o.5'1/tttJt o,I~& vlf/r ~ o,lft, <t ur lltFP) 1,vi PRIMEJob: ~ .. STRUCTURAL Date: -Pf<>'{ ENGINEERS sht: ---1_ - "111,l. ,, ,I'- f't,,11\IN ~ D.7/b1 l)f / ~-1~5 ""r ,',/Jo ~i't-tfT ! ( ~ t,{U"t°).s A-cl-e, '. S' l l ~tfex,fi,J{.l'..) {Jt>,.(, ,n ~t[(M.IC l,A>A-t) (,Ml! ,: D,~2,{, wf / 1.m lPl,t{, (,..,, t>~~ l-10~ .... -:: O.i>SCJ;Jr ~ V, S" $ I Wt ~ 6-o "'€;:.M &'/ Mr/P-r-1<>;-) Vf/1,tl U IS c,,r1>r1>E»e(> , NCvJ Olkl'-\ UN¢ f' i J J ' . ! k i' .. -o \4N11 J A l w i } PR I ME Job: 2--W-/-7o STRUCTURAL Date:~ ENGINEERS Sht: _[__ f-:: o,t67 Wr :.: t>.M,7 (1'-/t1r.J,L)" "l~q 1, i,J..b -:: 3/ (,., p.J:·) ~ 1./ 21J' .,Jl,. z'( -i.o,~-r) : -60,1.f.. t'IA 1" 0-f 1.:1,-£-ofkt, ,;,f'J {'JC'/il S.tAM (.. c,,,14SfWVA-nvr). e-/,A { /::><; /JA-r,I 1r ~ f-J,, 1:iF'.-L.. I"~ it."1'11 oi(. 9(£ ~pt(Ufffl'-e\d.'l'"t~ -r /11'\"e"y~ ex1,:ot-.11t-14 /6¥. J,j'O f. f>,.,. f'.1 fl i' J a' ! i' J g' 1 i' f I ~ A /.{i, •. , ... ~ 'l fip ~ 11 ,~ (1 1X1-o') ~ Z.Vf ~ Fii. :;: ti rlf (1')t1,c1') :: t/f.ik fy., 2..i-'{/L t % (0.1H,<f.k) ~ £,.•af,k f,.1.-"' 1,"}~1'- r'l" ~ 2-.11 Jc. J-Js (o . .eut.f ~) ~ :z..'»\c. tv: /,'It.~· A""r" "I (g1(-i.rl) -; Ho If\,. .·. U. ,._ lt.rsf /·~t '" {?X.J.<;11 Nv "1.J~)( :fQ ojL ! ~ G,,A/,.r~12-".A:rf"' r NEW BM UNDER UNIT PRIMEJob: J:J.:i:.7° SiRUCTURAL Date: .J:-/o"I /NGINEERS Sht: --L_ (BU (s1p12vls0b4148TBEAM ANALYSIS PROGRAM (slp9v1.sOb4148T SPAN LENGTH = 8. 00 ft (6. 43) (BU (s0pl0 (Siimple Span) UNIFORM LOADS (k/ft & :ft) wd w.l 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 Dead 0.665 Live 0.240 Total. 0,905 MAXIl'.IUM FORCES V max = 0. 9().5, k 0 Vd max = 0. 665 k 0 Mmax = 2.804 k£t 0 Md .rµa;t: = 2.~24 k£t 0 DEFLECTIONS LOAD Total. Live Dead (EI = kin"-2) De£1 (in) 2772'2/EI Sp30/EI 22192/EI RIGHT 0.565 0.240 0.905 0.00 ft 0.00 :et 4.00 ft 4.00 ft X (£t) 4.00 4.00 midspan J?os. Moment Lu= 1.00 :et Brace Spacing = 1.00 :ft Actual : 3.5" x 7.5" .#2 Design. per 1991 NDS Dougl.as Fir-Larch STRESSES (ps:i.) S:tiear e Id I : *V = 0.64 k@ 0.6$ £t *Fv = 86 fv = 37 43 -% 'J1b I = 1420 £b :::: 1·025 72 % Live LDF = 1.25, Cf:= 1 .• 30, Cl.= 1,00 * Governed by Dead LDF = 0.90 DEFLECTIONS (in) .(E = 16.00 ksi) 'l'o.ta1 = 0. 14 = L I 6.82 Live = 0.03 = L /3418 Dead = Q.11 A.PR-fME Job: z.1::1-,,,. STRUCTURAL oate: if 04' ENGINEERS She 7 DOUBLY AND SINGLY SYMMETRIC MEMBERS SUBJECT TO FLl:XURE AND AXIAL FORCE (ASD DESIGN PER ANSI/Al SC 360-05) DESCRIPTION: 2K9-70 EXIST W18X40 DESIGN PROPERTIES: Shape= W18X40 Fy= 36ksi ho= 17.4b in E= 29000ksi br = 6.b2in A= 11.80 in2 t.,,= 0.32 In d= 17.90 in ~= 0.53 in Lx= 40.00 ft kx-= 1.00 Ly= 8.00 ft ky= 1.00 Lb= 1.00ft (KUr)x= 66.57 (KUr)y= 75.59 c= 1.00 Stress Jncre~se = 1.00 Cb= 1.00 rts = 1.56 kc= 0.56 FLANGE CHECK: CROSS SECTION .CHECK: br/2fi== 5.73 Apr= 10.79 ]..If:;:: 28.38 COMPACT FLANGE APPLIED LOADS: Loads applied shall be in ASD Axial, P,= 0.0 k Bending, Mx= 115,5 k-ft= 1386 k-ln Bending, My= 0.0 k·ft = 0 k-in CAPACITY: L11= 12.0 In = 1.00 ft Lp = 63.4 in = 5.29 ft L,= 192.7 in= 16.06 ft COMPACT SECTION 8dd'I Lgags: P1= (+ in 3-1 Direction) P2= (+ in 4·2 Direction) Ps= P4= J= Cw= nc= Ob= Ix= Zx= Sx= rx= ly= Zy= Sy= ry= DL 0.00 k O.OOk 0.00k 0.00 k P(; = Pn /Oc = 188.3 k Mex= Mnx /Ob= 140.8 k-ft= 1690 k-in (Interpolate AISC Table 4-1) (See AISC Table 3-2) Mc:y = Mny /.Qb = 18.0 k-ft = 216 k-in (See AISC Table 3-4} INTERACTION: Pr/2Pc + [Mr/Mc] = 0.82 < 1 W18X40 ... OKI 0.81 1440 1.67 1.67 e12.oo in4 78.40 in3 68.40 ln3 7.21 19.10 in4 10.00 in3 6.35 in3 1.27 LL 52 0.00 k 0.00 in 0.00 k 0.00 in 0.00 k o.oo in o.oo k 0.00 in EXIST W18X40 (BU (slp12v1s0b4148T13EAM ANALYSIS SPAN LENGTH= 40.00 ft (S:i:mpl.e Span) UNIFORM LOADS (k/ft & :Et:.) wd wl. X1 X2 0.040 0.000 0.00 40. 00 POINT LOADS (k & ft) Pd P). 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 0 M max = 115. 47 k£t @ Q,00 :ft 16.90 :ft DEFLECTIONS (EI= kinA2) LOAD De:El. (in) Total 33310744/E~ Live 13377207/EI Dead 19933467/EI TO!l'AL De:El. L / 180 L / 240 L / 360 LIVE Pefl LI 240 L / 360 LI 480 EI 12491529 16655372 24983058 EI 6688604 10032905 13377207 X (:ft) 19.97 20. 00 µddspan PROGRAM 21(9-70 PRIMEJob: 2-/0-7~ STRUCTURAL Date:~ -NGINEERS Sht: i (slp9vls0b4148T (6. 43) (8U (sOplO B=CCAB~ [NllEl' Sl'ANlDARlD = ~= 15 TO~ :r~~ t2£\~~~ -~ 78,126 r NO'Tl:S: LOCATION ~~R VENTSIOE tFRONTI LEFT SIDE RIGHTSIOE TOP 9.281 j 1:Z.031 . UNITSlZE • 8 • 10 • 13 • 15 ~Sl 4~ ® (6()) UNOBSTRUCTED ....... .... .. ...... ,,,,. ~~Pl.Y~~ ALL DIMENSIONS ARE OUTSIDE TO OUTSIDE UNLeSS NOTED OTHERWISE, N..!.CrN .11211' SCREW ct.EARANCE AROUND U~ OF BASE. 21,WO 3.1138 D11te Created{Modlfledi 2/S/2009 9:11:35 AM Usfng Var 4.124 (OSN/1. 6458496} = 1~:-t .~ IOETAllA DETAIL 1B NUMBER OF CONDENSER.FANS 8-10 TON • 1 FAN 13-15 TON • 2 FANS D11te Printed: 215/2009 12:05:16 PM 0) i i ~ Ul'-IITEO TECHNOLOGIES CMlfl_lE_ll •., r,, i,at I ,.,.a~ II tot"""'°" tt U•lll• c-tt.,,111:,. s,,o~ •ftlllfn.OPtOUIOol"l:t~SC~h"".,."' ~ lSUP'IIUli:t+ff 1-o(~l\-1~1Clll0o<U"(..t\ 11 ,., ""'"1:._11,,.\1"'6,t,tf,i,O.lltf!'°"''Vlttlloll~cP<'llfll (11:i,\foOttOIS'llt!M;hl!fl'-QofClh'W,tOI. tJQI C()IP,C,U•li,,. S i,,lU't., (~.. f.Utjo1Jl<f fl' te,f11••t• Uf<tt ;;,'v'e"1Gffl'' ~ISER' -ECONDl!J JfR• Wfl'iHl 11/P.E llEIGIIT LBS. KG. I.BS. l<G. LBS. KG. .0:8fJJJ11004 ·S'.lO 2,0 so '2.7 90 40.9 "4e»J•OOS s•o 2A5 I I I I 4&;U•006 560 :254 I I I I 48lNit007 .S15 279 I I I I -18HJ•001 635 :188 t t t t NOTt~, I. OlffEIISJONS IN l l AAf: JU HJlLJHETERS. IA) ----------«»-- CORN€R I/EIGHT CO!UIER IIE JGHT tes. <6-l8S~ t::6, 127 51.6, 122 SS.3 129 58.S-12( ,56.2 134 60.8' 129 58.5 H7 66.7 1_,2 64.4 152 6B.9 147 6S.7 A$ ~t1·l. (J ~ >,.1.~ ·t. .----,t> _____ ---iu'i C01l~"E1l I/EIGHT Cf:~'.R ~JGl<T tBS. KG. 138 62,6 143 64.9 u., G•.o 1'6 66. 2 146 66,2 151 68.5 160 ?2.6 16$ 7S.3 16S ?4.8 1?1 n .. s eor fOH J:tCWl;R CHAAl' Tttf5( H'JI..E'S R£0~0 FOR US£ VI TH Atcessoq,y PAO::i\G[5 -CR8tHP\mOOUOI . .1.ll!l1J lAOt. -M° -1,tOt TttPEAOEO VIP£ ~o·o HOt.E -Cmo.JJT St2E. use SlZE!i (~A'(. 'I' 112· '"· 7/8" t22. ,I If?"' ~4'1 ?18° t22.2l , ,,,4 .. ,co,.on:n POWE.~" , 11a' t'.18 -4:J. '{~)·> ;"JfJ?~t P~~A• ! i~~= ij~ Sj 0UfS10E ~IPi too-n 'll•t''FP1 G,s '518"[<(1.'3) r.------·-~ , • .. S!t:.£Cl £J1tt£R J1-t' OR J 1/(p FOO 90\IEA. OE.P£HOI~ ON \JIRE SllE !> '[ 2. 0 CENIER OF GRAYflY. c : u.1 'l, REAR 3 ~ OIREtllON OF MR fLO>I C, : t. 7,o•(. FJtl£1t/ECONO!ll2E1l ACCESS PANEl"-_ s M·-9 3/s· l9"1ll s fJ (C()IIOHIOER• ANO {""o·-• 112' FflTER ACCESS PAI/EL !'OIIER El<H/.UST f-(114) (OISPOSA!ll,£ FIL TEP5J 4 011 y£ql1CAt DISCHARGE U!<JlS. DtJCIMo<IK TO Be ATT•CH£D \COIIOENSE~ COIL '\ ~~,;~cmf~'~iirr~~~ .. ~5 ~trM~~?~~~GE 1!i1 , HOPIZOI/TAl OISCH!J'GE OPENlllGS, AIIO All Olff;TIIORX SHOULD ~ B€ ATTAC"!:0 TO lHE FLANGES • COJ:mfR -,-:..... ;, .-7 lti 1 3,4:• i 1-'-S 11~· [4381 FOR HONOHl>E?• BLOC<O"f P-AUtl RIGHT SIDE 5 :.~ji~~:;~;N~~l;;~~:;;;~;~;;;'i~r;: O(FLIR~ , -:. ~:.-:. ~:~~-:., C<Sl r-2 i~s1:"6'7 °·;g.i31•s' 80110H o• BASE RAIL TO CCl!8USTl8C£ SURFACES (V!ifN NOT 5 J DE 1 1 EVAPOrAT"" I o·.,o ,s,,s· -Rfll/RN "~ b ~~~·.oi:.r.!" ID C°"110ST(BlE S(Jll(ACES !IIHEN NOi USJ•,G _LEFT I ;ooc -----;-!'-...:.:.-=---. ~6A~~19~oft.~1~~sPAOPER AIR Ft.Ou. 36 INCHES 1 1 co \L ~1'LrR~et~1ct~ttlNG I C2781 • ,.. ONE SJOE. 12 INCHES IHE OTHER. THE SIDE GETTING !Hf i=i>,. 1 1 + I --1-----'~01,·J~13'8 CRE•TER CLEARANtt IS 0Pll0NAL. ""o/ I -----~~ ., &,1.:~i1g;,, 60 INCHES ro .\SSURE PROPER COM>EHSE~ tAN )' -9"' r : : -----of -----~ 1: ~~:l~ ~:nsA,~~~umosi~F.6,~~s!lfto:~;~E~Ot ri.1-1AJ ! , -· --,,-1----T SIDE. 36 1h .. PEA NEC. 9-~&':~&'o"~l.!F:~1s?L~T~ C~R~/tE:·~s.i'.'°pfk~~c I> t<OIIIZCNUL SIJPPLY 'ANO RETURN £1/0,, O 1ncHES WHEll THE Al l(RNAl( COI/OENS.\tE t41AJN IS-IJSED. 6 kll" hi£ OCEPTIC)'< OF THE Q.ElRANCE FOR THE CO>!OEl<StO COIL ANO tONBIJSTION SIOE AS STAlEO IN NOTE •So. b, A~ e. A Rf"OV/.l!LI: FEIICE a!> BARRI CADE REOU!RES IIO CL[lRA'<CE. o·-2 9,•1s· !6S1 ,·r~sl~4.. ~ ":,VP~, AIR n· -s 1,16 .. {1:llll r:::;.:;;::J_ Yi(W 5-S 1 & 112· l_i?Ol ljl a; ~ § ~i -.R ~~ ~ ,i! < "' "' z C> r-,., .,_ !~~ 0~ z,. mo 1~~ 'rno !~.~ -o no !n .. m :Oo Do C....s :z, "' ~ ... },. l=i 7. UNl'S-HA> BE INSIAllEO OIi CO><BllSTIBt.f FLOORS !!ADE FROH MOOO OR CLASS A, B. OR C ROOF COY£RING ~AIERIAl If SET CN SASE RA! L • . ,,y :i:, .ir.7 114• i . I ~o •tt711&~r11 11 G'>g s· .. , 1111s· ______ ., ,·-s s,1s· !!:~:.1,16· o·-1! ,ns· ¾ ecm,OHll;ER"' 5)-.J a. ~ ·.,· !187.?J o·-o )1a· !•39.?J [2?<,6) 1'03 ?! "' POUJ;R E,(HAUST il; j :::;rnol ,.--f 1,re• ACCESS PANEL ,,_ 1 .......... -""' .. ,..,,.,_.,.,..,...,"'", JI .f1 ,... <O1-SP0S~BLE FltlEl?Sl """' / tl.<JOOR Fm MOTOR £ 'SLOWER ACCES~ PA•Et ··=-=-:::..:::..::..~ ,, h 'I "E,Wf"" l ,OPfNJtd:0 h t HOF;I-11 I 10~1AL t, h h h 1514) 0~;~9~~r rll.~~~~ 11' '. . ... r .. ·· Jl u, 0 (: ~ --_~·--,· --·-!1--i o ·• gns:J [ 3•.5 3,1s··--'----~J ( I l'Ci,61 0 ·2 9J.:.. (10461 "fLECHtlCAL l6Sl LEFT 5 I DE 0m~~~T ,. I! ~--t ; ~ 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 Caiculations 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 LlVE 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.~y:o STRUCTURAL oate:: 1--~ 01 ENGINEERS Shi: _.___ A PR1ME Job: ~-'?0 STRUCTURAL oate: ,_ • 0 <f ENGINEERS Sht: t.. conterminous 48 States 2006 International Building code Latitude= 33.13787 Longitude= -117.26925 spectral Response Accelerations ss and sl ss and s1 = 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 OA28 (Sl; Site cl ass 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 S1 site class D -Fa= 1.049 ,Fv = i.572 Period (sec) 0,2 1.0 S;:t (.g) 1.184 (SMs, si~e class o) 0.673 (SMl, site class b) conterminous 48 states 2006 rnternation~l Building code Latitude = 33 .13787 Lon9itude :::: -1,17 ,26925 . oes1gn spectral Response Accelerations sos and sol sos= 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 b) 0.448 (Sol, site class o) tr;lf.'!Aftt/ tiA1·1,1>1t.Jlr ,# 2--~ P/.Sc.o t-lt· w f4>op. ro f UN tr. /),f ~ v: Rt f• 6,t> r:,-: r.vt«,s~s iJt (u 2 z) ~/rt P ntr·11,,_ ... I t·, 'H"-'l·X-0 !"ti1\i;t::.,O.· -·· S'fRI Jt.·1·1 !C'/•l ·, ... ,,, ~ ~ o1 ,;. ... , U!\ ·1, L.,..:!l..;•.-.... _ .. It ~ J. 0 $1>s < Q, nq ~ 0 .~r {i.s-)( 0 -n1,Y3_) i.Je ~ ,. ;f'j!:"' w, ~ G-0 ve1?NS. ,.o / 1.0 tr-"'<"'-. 11,J Si-s.J,. wf:: tJ,3.(e>.Ji1)(t,;,)W, ~ D.2->7 wt ?-M~ r /~I.S~Jfwf..-/.f.(ll,7"&j)(1.0)"1f" /,U7-Wf' ry.vatr :. :o.i-~ t,.Jr ~-(),1-(1'>,7f1)tJ, ,.. O..ts~w,, wr r ~7,:,0 )It Pe~ o. 1'1'>' vJf ( '-fM/s't ") + D.fS'ls ~ j?-- -:. o,11s-{)r (t...e-FPJ , o.2-hg wr (A:St>) ,. I\ ~-MIN-:: Wr/'l,.. " ().S-oow, )' o.:.z.iiw,.. 6'1" ~·· No v..fl;ff'r. MN Po"'1A w~ l-"'k.L> .,. "'t?J ~r 1r o.ui ~ ~ o.•ns Wr [ l),t( ,f"Q ,-(/!. MJ C t.Atl:> "\$~ ; C • 'I %" Wf l>vL( tfl ~™ t,.oKP t>tJVi :::-o. r,i:,1 Wp. ()(; p-t,,(Zf1,,,J t,/L(~I>,. b < 1/2--·' V.W $~1/,.. Of Of(U:'nl(&, I ,, 1i -1 w .t 4 J < ,I ,J 3 .., Ir;,-'1--0'-; .. tJ.{,tC"'t:p JCNP /N 6. 1~!1" ~ A ii-~ _!1...J--a1..J--"'J_J.,___ 141 ..li.~- 0 _,1.__·_J --,--,/;;i lJ~~Afr. -; o: 3~ 5 (ss,;,~JL) [~.?~I ( Z.. t,f}l>rMS) ltfl 1-r wr " 1::i -s ~,;, ,/; F f:-.1 1' r 1-· b 1.Jvl • 'j'O ;i ;-·, f I\ rj ..... Jo ; .a....:..,_ ~ \ . r-- STRl It r, '~'·I Q-:,i·t,· 2..-• Q'J ll\/.J,.tn.~ ....... ...,._ ENGINEERS stit: _1_,, .. vJ ;; tSoo )' { ~.ff ){_YJ-:,, 1S} ;: U--Q .f)l., BM @ UNIT (DEFL) PR~MEJoh: ... Wf._:o/fl . "''"' .. · , , STRUCTURAL Date: .. ]/"' oei ... 021o-;%;.Ji ENGINEERS Sht: • ....L._ 2K9-J0 (BU (slpl2v1s0b414B'I!BEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 20.00 rt (6. 43) (BU (s0p10 (Simp1e Span) UNIFORM LOADS wd w1 (k/ft & :et) X1 X2 0.220 0.000 0.00 13. 75 REACTIONS (k) LOAD LEFT RIGHT Dead 1.98S 1. 040 L:i.ve 0.000 0.000 Tota.l 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 k:ft 0 9.02 :ft Md max= 8.96 k:et @ 9. 02 :ft DEFLECTIONS (EI = kin"2.) LOAD De:fl. (d.n) X (:ft) Total. 619268/EI 9,68 ~' L:i.ve 0/EI 0.00 Dead 618460/EI midspan TOTAL De£1 EI L I 180 464451 LI 240 619268 LI 360 92890!3 /J;,.,« A PRf ME Job: ~ -'to STRUCTURAL Date: i-!' 0~ ENGINEERS Sht: (, DOUBLY AND SINGLY SYMMETRIC MEMBERS SUBJECT TO FLEXURE AND AXIAL FORCE (ASD DESIGN PER ANSl/AISC 360-05) DESCRIPTION: 2K9-80 BEAM UNDER UNIT DESIGN PROPERTIES: Shape= W14X22 F = y, 50 ks! ho= 13.40 in E= 29000 ksi br= 5.00 in A= 6.49 in~ t,..,= 0.23 ih d= 13.70 in tr= 0.34 in Lx= 20.00 ft kx= 1.00 Ly= 6.75 ft ky= 1,00 Lb= 6;75ft (KUr)x= 43.32 (KUr)y= 77.88 C::; 1.00 Stress Increase = 1.00 Cb= 1.00 fts = 1.27 kc= 0.55 FLANGE CHECK: CROSS ·SECTION CHECK: br /2tr = 7.46 Apr== 9.15 J.rl= 24.08 COMPACT FLANGE APPLIED LOADS: Loads applied shall be in ASD Axial, P, = 0.0 k Bending; Mx = 15.2 k-ft = 183 k-ln Bending, My= 3.2 k-ft = 39 k-in L1i= 81.0in =6.75ft Lp= 44.1 in= 3,67 ft L,= 125.3in=10A4ft NON-COMPACT SECTION Add'! Loads: P1 = (+ in 3-1 Direction) P:2= {+ in 4-2 Direction) P3= J= 0.208 Cw= 314 Oc= 1.67 Ob= 1.67 Ix= 199.00 in4 Zx= 33.20 in3 Sx= 29.00 in3 rx= 5.54 ly= 7.oo in4 Zy= 4.39 in3 Sy= 2.80 in3 ry= 1.04 *~I e1 r...::..:~.,_;,::: ~.e/ k ·~.e2 r ., :i·' .. ~, ~ " • ...,';,..,....".oc .... .!2k LL _g 0.00 k O.OOk 0.00 in 0.00 k 0.00 k 0,00 In 0.00 k 0.00 k 0.00 in ?4= 0.00 k 0.00 k 0.00 in CAPACITY: INTERACTION: Pn /Oc = 124.7 k Mnx /Ob = 68.2 k-ft = Mny /Ob = 11.0 k-ft = 818 k-in 131 k-in Pr/2Pc + [Mr/Mc] = 0.52 < 1 (Interpolate AISC Table 4-1) (See AISC Table 3-2) (See AISC Table 3-4) W14X22 ... OK! MAJOR AXIS 02/10/09 2K9-'a0 (BU (s1p12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 20.00 £t (Simple Span) UNIFORJ.1 LOADS wd wl. (k/£t & :et.) X1_ X2 0.374 0.000 0.00 13.75 REACTIONS (k) LOAD t.EFT RIGHT Dead 3.37.5 1. 768 Live 0.000 0.000 Tot:al 3.375 1. 768 MAXIMUM FORCES V max = Vd max= M max = Md max= DEFLECTIONS _LOAD Total Live Dead TOTAL Defl. .L I 180 LI 240 L / 360 3.37 k 0 3.37 k 0 15.23 kft @ 15.23 k£t e (EI = kin"2) De£l (in) 1052 7-5 6/EI 0.00 ft 0.00 ft. 9.02 :ft:. 9.02 £t X (:et;) 9.68 0.00 0/Ei 1051382./EI · midspan EI 789597 1,0527S6 1579134 (6. 43) (BU (s0p10 MINOR AXIS (BU (s1p12v1s0b414.8TBEAM ANALYSIS PROGRAM (slp9v1s0b4148T SPAN LENGTH = 20. 00 ft (S:i.mpl.e Span) UNIFORM. LOADS wd w:l. (k/£t & :et) X1 X2 0.079 0.000 REACTIONS (k) LOAD 0.00 13. 75 Dead Live Total. LEFT o. 713 0.000 0. 713 MAXIMUM FORCES V max = 0. 713 k @ Vd max= 0.713 k @ M max = 3.216 kft @ Md wµc = 3.216 kft;. @ DEFLECTIONS LOAD Total. Live Dead TOTAL. De£1. LI 1.80 L / 240 L / 36..0 (EI = ki.n,.,2} i>e£J. (inJ 222374/:P:I 0/EJI 222083/EI .EI 166780 222374 333560 RXGHT 0.373 0.000 0.373 o.oo £t 0,00 ft 9. 02 ft 9.02 ft X (:et) 9.68 0.00 midspan (6. 43) (BU (sOplO ~4etl-i (BTJ (slp12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1sOb4l48T SPAN LENGTH = 59. 00 :Et (6. 43) (BU (s0p:Z.0 (Simp1e Span) UNIFORM LOADS (k/£t & £t;) wd wl. Xl ~ 0.068 0.000 0.00 59.00 POINT LOADS (k .& :Et) Pd PJ. X 1.920 1.920 1;25 1.9io 1.920 15.25 1.920 1.$,20 ~3.25 1.920 1.92,0 31.25 1.920 1.920 39.25 1.920 1.920 47 .. 25 l.440 1.440 55.25 44. 000 0.000 23.25 REACTIOJqS (k) LOAD LEFT R:J;GHT ·Dead 10,721 10.251 Live 6.291 6.669 Tota1 17. 011 16. 921 MAXIMUM FORCES V max = 17.01 k @ o.oo ft M max = 284.98 k£t@ DEFLECTIONS .tOAL> (EI = kin"'2) J)e£1 (in) Total Live Dead 175812512/';f!lI 64762970/EI 111026481/EI 23.25 ft; X. (£t) 29 .. 19 29.50 midspan Pos. Moment Lu= 1.00 ft Brace Spacing = 1 .. 00 £t Gov. De£1ection: Total.= L/180 Required I= 1541 in~4 W 24 X 68 Fy = 36 ksi. $'.I!RESSES (ksi) Fv = 14. 40 £v = 1. 73 12 .it Fb = 23.76 fb = 22.21 93 % DEFLECTIONS (in) Total= 3.31 = LI 214 84 % Live = 1.22 = L / 580 41 % Dead = 2. 09 ~T -=~(t')t ~']{-t,,.,J) % /o.io #- • t. 4,r ::-, 1-(ff f., :-g 1 { t4.tpst )( vr1 "! I fl i-: /e;. rl,~ g'(ttfs~:)(-i.01) ~ f.'?2-e~ f).~ -: n.1it (t1)(1-,r,1) -:-/, 3/yo~ fu : ti,,f· ( t1.'1,,:,') ~ 1, "/'f<1t- €,x_ I S.1 JJJ t- 1,J ~~ ,. b ~ f}Jl ! EXIST W24X84 G-/ ,.P€: ~ 4,f-C (:#-. 2K9-80 (BU (s1p12v1s0b4148X13EAM ANALYSIS PROGRAM (slp9v1s0b4148T SPAN LENGTH= 39 . .50 :Et (6. 43) (BU (sOplO (SimpJ.e Span) UNIFORM LOADS (k/ft: & ft) X1 wd wl 0.084 0.000 0. 024 o. 024 0.00 0.00 POINT LOADS (k & ft;) Pd Pl X 20.520 13.338 19.75 REACTIONS (k) LOAD Dead Live Total. MAXIMUM FORCES LEFT 12.393 7.143 19.536 39.50 39.50 RIGHT 12.393 7.1.43 19.536 VJll<PC = 19.,54 k @ Mmsx = 360.09 k£t@ 0.00 ft 19.75 £t DEFLECTIONS (EI = kin"'2) LOAD De£J. (i..n) Tota1 82350027/EI Live 30907268/EI Dead 51442769/Et Pos. Moment Lu= 1.00 Brace Spacing = 1.00 Gov. De£l.ec:t;i.on : Total. Required I= 1078 in"4 W 24 X 84 Fy = 36 ksi.. S'J!RESSES (ks:i.) X (:et) 19.75 19.75 midspan ft ft = L/18{) Fv = 14.40 £v = 1.72 Fb = 23.76 fb = 22.05 12 % 93 % DEFLECTIONS (in) Tot:aJ. = 1.20 = L I 396 46 % Live = 0.45 = L /1054 23 % Dead = 0.75 f J A-f ., 3"1 ~, tJs<lt -;: sq ,J~ Wi, -:: :;..' 0:i.psf) -: l.t-/ plf. Wl-,, ·/ {I-:e.,fif) ·· ').,¥ ff P f,J ; ~ (BU (slp12v1s0b4148TEEAM ANALYSIS PROGRAM (s1p9v1sOb4148T SPAN LENGTH= 8.00 £t (6. 43) (BU (s0p10 (S:imp1e Span) UNIFOFM LOADS wd wJ. (k/:ft & :ft) X1 X2 0.042 0.060 0.00 8.00 POINT LOADS Pd (k & :Et) PJ. X 0.500 0.000 4.00 REACTIONS (k) LOAD Dead Live Total LEFT 0.418 0.240 0.658 MAXIMUM FORCES V max = . 0. 658 k @ M max = 1. 81. 6 k:ft f1 Md max = 1. 336 k:et & DEFLECTIONS LOAD Total. Live Dead (EI = ki.n~2) D.e:EJ. ( tn) 18(516/EI 5530/EI 13087/EI RIGHT 0.418 0.24,0 0.658 O. VO ft 4.00 ft 4.00 ft X (ft) 4.0.0 4.00 mid~pan Pos. Moment Lu = Brace Spacing = 1.00 ft: 1. 00 ft; Gov. Deflection Required EI= Tota1. = L/180 34906 ki.n~2 2 X 10 #2 Actual: 1.5" x 9,25" Design p~r 1991 .NDS Douglas Fir-Larch STRESSES (f!.Si) Shear @ 'c!.f V= 0.58 k @ 7.23 ft Fv = 119 £y = 63 Fb' = 1191 £b = 1019 53 % 86 % Live LDF = 1.25, C:£ = 1. 10, DEFLECTIONS (in) (E = 1600 ksi.) Cl Total= 0.12 = LI 816 22 % Live = 0.03 = L /2748 9 % Dead = 0.08 = f J ,,,., Ji ~ :1: 3. .f ! z' P ~ $"'~o ),4 Wi, :: l'lttf (1,1) ~ 1i,)I w1.." 'l-op~r (1') ~ ,~,..£L 0.99 NEW 4X/f SLEEPER BENEATH PLATFORM ( it: c ~ 1) (BU (slp12vls0b4148XBEAM ANALYSIS PROGRAM (slp9v1s0b4148T SPAN LENGTH= 8. 00 £t (6. 43) (BU (s0pl0 (Si.mpJ.e Span) UNIFORM LOADS (k/£t & :et) wd wi Xl X2 0.075 0.000 0.00 8.00 ...-1,\tJl'T' 0.030 o. 000 0.00 8. 00 '-pt.J,flf,-o,{(..M 0.024 o. 040 0.00 REACTIONS (k) LOAD LEFT Dead 0.516 Live 0.160 Total. 0.676 MAXIMUM FORCES V max = Vd max= Mm.ax = Md max= DEFLECTIONS LOAD 0.676 k 0 O.S16 k @ 1.352 kft @ 1.032 kft @ (EI = k:i.n"'2) Defl. (in) 8. 00 E--k<>F°' RIGHT 0.516 0.160 0.676 0.00 :et o.oo :Et 4.00 :Et 4.00 £t X (ft) 4.00 4.00 To:tal L:i.:ve Dead 15575/EI 3686/EI 1.1.889/EI midspan Pos. Mo:ml;#nt Lu= l,00 :et Brace Spacing = 1.00 ft Actual : 3.5" x 7.5" Design per 1991 NDS Doug1as Fir-Larch STRESSES (,ps,:i.) Shea;z: 0 'd' : #1 *V= 0.44 k 8 0.63 £t *Fv = 86 £v = 25 29 Fb' = 1622 fb = 494 30 Live LDF = 1.25, Cf= 1.30, * Governed by Dead LDF = 0,90 i -% DEFLECTIONS (:i.n) (E = 1700 ksi) Total = 0, 07 = L /1289 Live = 0.02 = L /5447 Dead = 0.06 Cl.= 1.00 t:> .t· t. l,Q~ A-¥ .. s-;t. Ji .,.. w~,,,tr ::. l:.o0 if /g, =-1 ~ ;lf Wrw~~ ;: LS't.r-r (a/) "::-JO f ~. vJs, z l'2rr$r (2.1),. z..~ ,J.t v-t ~ 'l!Jtzf l t. ') 'f: -~Q flf. iJ ~ AIR HANDLING UNIT SCHEDULt SUPPLY rm COOUNG 'COIL HfATINC COil EU:CTRIC4. OP£R UN1T IWIUfACIUR(R & lSP M!H,OA £AT £AT LAT IAT All£A JJI! PO Pms,o, EWr LWT CAP RATEO ENT AIR AREA AIR PO ,WTf! PO EWr LWT Wf:IGHT REJ,l,\R NO l«JOEL 110. CFM (Ill) (cru) Dll ('f:} we C-FJ D8 {"f) we {'l') (SO,fl) (IN) ROWS ~INS/IN CPM' LOSS ("F) ("F) (M9!l) CFM tf) (SQ.n) (Ill) ROWS flNS/m GPJ.I {fl/HO) Cr) ('I} V/Pff/lfZ HP FLA (LBS) (n/HD), AA ll00'/'WJS s.m ,_.,, &,200 •1» 10,0 Sl,1 Ml 13,3 .. , • • 1U .,, ..,, S!J) "2.2 8.""I .,.,, 13.3 0.1 , l ... ·~ , .... 150.0 'lf,(//JI .. ,.s -•-1!0 -· '""'"' '' GRILLES, REGISTERS ANO DIFFUSER SCHEDULE UNIT "'""""""""'"UOO<l. TYP( Sl2t (lll) ~ REIW!l(S NO, HO. @ ® EXHAUST FAN 'SCHEDULE MANUF -',CWRER & ESP FAN tLEClRIClt 0!'£R UNIT LOCATION Sf.1l\llCE lYPE cm AAR WEIGHT ll!:IWlKS NO. MOlla llO. (IN) RPM V/Pfl/ffZ HP (Uls) ffi CllttJKtt --..... !RI siSI ·~ , ... 15 l-'82 <M/t,0/3 1-1/2 ... W,C$TAATllt,1'mtCOIITJ<Ta!S.!IIScoNl!l:r ,z-asw .. 21 U!IJlr ffi' --DISCOva 3W5I <,iSO 10.0 ) l,!OI <l<i/ .. /3 $ !00 II"' SIAA1tA --'lllSC(llW;f 22-t:lf;'f-2t UIIUlt FAN COIL UNIT SCHEDULE CAPACITY (BTU) HfATING SIJPl'l.Y AIR MIN 0A EtECTR1CAl llLlERS OPEil UNIT ~~~& LOCATION StR',lCE EER COP WEICHT REIMRKS NO SENSIBLE I lOT/>l. (BTU) CBI I ESP {Cl'M} V/Pli/HZ I 'HP I flA I MCA ~ (SIZE) I TYi'!'. (t8S) ~ ClltDH0C 11$0) .... i::r-..a., I .... ,a.a ,m I· .. ,. IIStf'-2'1. WI 1~ --""''"" I , I -I -<•>•-I,.., "" 1lCSC01Hl:T, IIIC S!Allltt "'1!I COOT""TOl!S. 12"" CtJIIIROl. POIIOt ~ -r, ~ l 2 ~ t.«tver ,. Hl•F.il ~, ,('),Coll PLENUM "1.i:NUM 'FAW DD ' / J§), 5411 PLANVfEW 2.63'' .(Roof Siope) D 0 53" 6": Ba$e :Height r 19" 19" 9'' 2s1• 24" 59" 1~"('131 .;.§") . $til),E;·,:ELS.YAIION FINAL FIL T>ER: Type~ Rigid A1r 65%, St:ze: 24 X 24 lncb.es., Qty: 4. S"ize: 12 X 24: inches., Qty-: Or.O~pfh: 1~" FINAL Fil TER: TY.fie: Pleated·62R11 60%, Size: i4 x 24 lnches .• Qty: 4, Slz.e; t2 x 24-inches., Qty; o. E)epth; 4" SUPPLY FAit Size: 222, Motor HP: 7.5, Quantity: 1. CFM: 6200, Ola$s, 1, TSP: 4.2, RPM! 1775, WHEEL: ELPF Alum COOLING COtl: Rows: 8, FPI: 8, Quantity: t, tlxW: 48'1x40'' HEATING COl:L: Rows: 1, FPl: 8, Qual'.ttily: 1, HxW: 4!8"x40'' ~/~11J~a4 ·a· Energy 9651 Afr.way Road_,Sulte E -Labs SanOiego, Ca. 92173 I ·1 -~~m-0~ ~-------~-. . Inc. 1----~--. Project Manager: S~les.Agency : CMS Sales Engineer: ft'like-Florlto f:lfe Name:BECKMANOISCO,t=IRJ (~\ ·\ .:::5. \:) PROJECT NAME!. BECKMAN A'HU:-TAG-# :AlM -QTY : 1 Cl=M :6200 OA"tE : 2l2J20Cl9 10:17:32 AM Size: 12 Arrangement: 10 Class: I Printed Date: 2/4/2009 Job: Beckman Coulter DISCO Product Type: Centrifugal Mark: EF-1 BISW Seri.es 21 Backward Inclined Single Width NOTES; Alf dimensions shown are in unlls of Inches. orawln s are not to scale. Orawin s are.or standard unit and do not include dimensions for.accessorles or desi n modlficaUons. 30.25 16.13 F 23.25 . 12.88 ---.... , ·--10 11.75 t- 18,5 SIDE VIEW ---5.88 0.31 DIA 10HOLES 13.06 r 0.5 0.47 0 5.06 oi--- Lb'--1-------t-' I 1--9.75 --l I I---12.75 ---1 OUTLET 34.5 25.38 -1 ·-I- c;:;;.. _,-, r- SHAFT DIA 1 KEYWAY .25 X0,13 X _/ 3 Ith / **Shown w Optional Weatherh ood 0.56 DIA 4 HOLES SHAFT CL ATTENTION; . . I 1-30.75 END VIEW HOUSING CL , .. 23.25 --=:i 7 i.-- ,-7 13 r-, J -1 _l 9 -½ 9 t 5.75 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 DlSCO.gcj Page 8 of 14 Size: 22 Arrangement: 1 O Class: 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 unll and do not.include dimensions for accessories or desl n modifications. F-4-1._: .... ,.-- 18.13 47.63 29.5 SIDE VIEW 0.44 DIA 14HOLES 23.63 27.63 17.75 ·o 5 r0.88 0.88 8.63 oi---~ Lbl....1-----t-' l=::::=J OUTLET 51.3B ------i 40.13 .. , ---·- ~r-, r- _/ SHAFT DIA 1,44 KEYWAY .38 X 0.19 X 4 ith V **Shown w Optional Weatherh ood 0.69 DIA 4HOLES SHAFT CL ATTENTION: 1-50 ENPVIEW HOUSING CL !• 37.25 ~ 11 i-- -7 23 r--J I .. 1 _l 13.5 -1, 13.5 l 10.25 ~ Accessories such as bases, isolators, motors, drives, and pelt guards may ship unmounted and require field installation. FOOTPRINT CAPS 3.10.2.1 C:\Documents and Setangs\DD\My Documents\CAPS\Jobs\Beckman Coulter DISCO.gcj Page 12 of 14 fcERTIFICATE OF COMPLIANCE {Part 1 of 3) DATE OF PLANS BUILDING CONDITIONED FLOOR AREA BUILDING TYPE IKJ NONRESIDENTIAL O HIGH RISE RESIDENTIAL PHASE OF CONSTRUCTION 0 NEW CONSTRUCTION O ADDITION ~ALTERATION MECH-1-C :J . Bulldinii Permit Checked by/Pate CLIMATE ZONE D HOTEL/MOTEL GUEST ROOM 0 UNCONDITIONED file affidavit PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Cailfomla Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certl , that the proposed bullding design represented in this set of constructio documents is consistent with the other compliance fonns and worksheets, with the specifications, and with any other calculations submitted with this permit application. Toe proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101, 102, 110 through J ~5, 120 through 125, 142, 144 and 145. ~ f;J The plans & specifications meet the requirements of Part 6 (Secllons 10-103a). ISJ The installation certificates meet the requirements of Part 6 (10-103a 3). ~ The operatlon & maintenance information meets the requirements of Part 6 (10-103c). Please check one: (These sections of the Business and Professions Code are printed in fuU In the Nonresfdential Manual.} Qr" I hereby affirm that I am ellglbfe under the provlsions of Division 3 of the Business and Professions Code to sign this document as the person responsible for ifs preparation; and that I am licensed In the State of California as a civll engineer or mechanical engineer, or I am a licensed architect. D D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for Its preparatlon; and that I am a licensed contractor performing this work. INSTRUCTIONS TO APPLICANT MECHANICAL COMPLIANCE & WORKSHEETS {check box If worksheet is Included) KJ MECH-1-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required on plans for all submittals ~MECH-2-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for alf submittafs, but may be on plans. ~ MECH-3-C Certificate of Compliance are required for all submittals with mechanical ventilation, but may be on plans. ~MECH-4-C Certificate of Compliance are required for all prescriptive submlttals. but may be on plans. 2005 Nonresidential Compliance Forms CERTIFICATE OF COMPLIANCE (Part 2 of 3) MECH-1-C PROJECT NA~ () C-CVA-I 0S-i'i/49' Designer: I f 1 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 fest, 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 certffied as meeting the Acceptance Requirements for Code Compliance. In 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- 103(b) and Title 24 Part 6. Test Description Test Performed Bv: ./ D 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 tJ. P-[ FC-l ,......, I-C-2 I l ./ ~~ MECH-3-A: Packaged HVAC Systems Acceptance Document Te t required on all New packaged systems both New Construction and Retrofit. Equipment requiring acceptance testing t1.e-L ./ 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 construction inspection. Equipment requiring acceptance testing /l~ 2005 Nonresidential Compliance Forms April 2005 f CERTIFICATE OF COMPLIANCE (Part 3 of 3) MECH--1-C / PROJEic~ Or,14 DATE ~/£?>1 Test Description Test Performed By: ,/ D MECH-5-A: Air Distribution Acceptance Document This test required If the unit seNes 5,000 ff of space or Jess 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 ~LA ./ D MECH-6-A : Demand Control Ventilation Acceptance Document All new DCV controls installed on new or existing packaged systems must be tested. Equipment requiring acceptance testing f:4/!J, ,/ 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 ~!ti ,/ 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 watertoop 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 c.ondenser water systems where the pumps motors are greater than 5 hp. Equipmen~ requiring acceptance testing ~di 2005 Nonresidential Compliance Forms April 2005 AIR SYSTEM REQUIREMENTS PROJECT NAME: 0.../' _ A),, [.i_ 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 Capacity2 Proposed Heating Capacity' Calculated Cooling Capacity2 Proposed Cooling Capacity2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat and Cool Air Supply Reset Duct Sealing {Part 1 of 3) MECH-2--C DATE: AIR SYSTEMS, Central or Fc-.J_ '~-Fc-z 1: For each central and single zone air systems (or group of similar units)fill in the teference 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 April 2005 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 3) MECH-2-C PROJECT NAME\"P-f' -0CVA \ DATE: ~ s; ~{)o/ WA TER2 SIDE SYSTEMS: Chll(ers, 'Towers, Boilers, Hydronic Loops ITEM or SYSTEM TAG(S) \ I I I I MANDATORY MEASURES T-24 Section Reference on Plans or Specification1 Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Calculated Capacity 144(a & b) ,I Proposed Capacity 144{a &b) I II Tower Fan Controls 144(h) VT\ 1 I I Tower Flow Controls 144(h) I \ I I J-..... Variable Flow System Design 144(1) I V / I Chiller and Boiler Isolation 1440) / CHW and HHW Reset Controls 144{i) / WLHP Isolation Valves 144(i) VSD on CHW, CW & WLHP Pumps >5HP 144(i) DP Sensor Locatlon 144{1) 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 svstems include wet side svstems usino other llQuids such as qlvcol or brine. 2005 Nonresidential Compliance Forms April 2005 MECHANICAL VENTILATION AND REHEAT MECH-3-C PROJECTN ~c-QcVA DAT~c;/f /4t:t ' MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION' (§144(d)) AREABASIS OCCUPANCY BASIS VAVMinimum A B C 0 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 Design Bx0.4 Columns minimum Transfer System Area ft2 Area People per Occupant Maxof cfm Zone cfm/ft2 H,J, K, Air Air (ff') Person Supply or300 BxC ExF DorG cfm cfm setpoint ,,._ 15 1::: JP,Cr.i Lf"1'1 I .fr;;, r.u4 tl/'J 15 t:...l'f') (nl//.1 l',.,."7/'J --- '/°r\A-~ -,_ I --15 . L~J,,.,_ .., ,1..vw '-•Iv ~(')9' ~{'"') 15 U'?U ll(.-u .,_,c..rJ ----- ..... ,. -0, -..., 15 .~ ' --(p-. .... "7 I <,)'I' , ... •Iv "'>hU _-<.t-J 15 '-l,'7U 'itC..O ~-~n -,._. ---- 15 - HJJ,../ qt9U ,{"-,, 11?«; (o 15 qo J~c; I ~c, ..... ----15 . s:...c.-1 l"ifJ ,I.C, I "f z 15 ~o :a,i') ~7) ------, 15 . t-{-'..1-,~r) ,I.C., !Dr ?.,__ 15 '7.. 0 -~n ·-so --...... --~ Totals 110 l?oCf /°!l{5 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 seatino. H Reauired Ventilation Air (REQ'O V.A.) is the larQer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). I Must be Qreater than or eQual to H, or use Transfer Air (column N) to make uo 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 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 HVAC MISC. PRESCRIPTIVE REQUIREMENTS: 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 (VAV) Systems when using the Prescriptive A.eeroach. W 00 @ !.QJ @ @ FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS J BRAKE HP MOTOR ORNE FANS BxEx746/{C X D) : /11 11\J Ill-1--' r ( I 1} TOTAL FAN SYSTEM POWER (WATTS, SUM FILTER PRESSURE ADJUSTMENT Equation. COLUMN F} 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 SPr on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-{SP a -1 )/SPt 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(S) PRESCRlPTIVE MEASURES T-24 Reference on Plans or Specification1 Section Electric Resistance Heating2 §144 (g} I Heat Rejection System3 §144 {h) I\) I 1/ Air Cooled Chiller Limitation4 §144 (I) / V I fl / , 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 100 tons of air-cooled chiller capacity being installed explain which exception(s) to §144(i) apply. 2005 Nonresidential Compliance Forms April 2005 fcERTIFICATE OF COMPLIANCE (Part 1 of 3) MECH-1-C / PROJECT NAME l3 ec:.. \.<:.1/Y\"' PROJECT ADDRESS 2. 'i"10 BUILDING TYPE TELEPHONE . Buildin11 Pennlt 1r1~ '11-c-<,S-o,, TELEPHONE sra. t11 .. 1,s-, o ; . Checked bylbaie l:nforce~ent Agency U$a BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE fg NONRESIDENTIAL O HIGH RISE RES! D HOTELJMOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION LTERATION D UNCONDITIONED file affidavit PROOF OF ENVELOPE COMPLIANCE l&f PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE I The Prlncipal echanlcal Designer hereby certifies t the proposecl building design represent d In this set of construction documents is consistent with the other complfance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed buifding has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101, 102, 110 through .J ~5, 120 through 125, 142, 144 and 145. · r,,,. ~ I]( The plans & specifications meet the requiremen~ of Part 6 (Sections 10-103a). ~ tir The installation certificates meet the requirements of Part 6 {10-103a 3). [i{"' The operation & maintenance information meets the requirements of Part 8 (10-103c). Please check one: (These sections of the Business and Professions Code are printed in full In the Nonresidential Manual.} fm 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 l am licensed In the State of California as a civil engineer or mechanical engineer, or l am a licensed architect. D D lo Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this prep tlon; and that I am a r ns contractor performing this work. · this document because lt pertains to a nd 6737.1. INSTRUCTIONS TO APPLICANT MECHANICAL COMPLIANCE & WORKSHEETS {check box If worksheet Is Included) m{'MECH-1-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required on plans for all submittafs K1MECH·2·C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for all submltta!s, but may be on plans. lig MECH-3-C Certificate of Compliance c:re required for all submitta!s wilh mechanical ventilation. but may be on plans. f81MECH-4-C Certificate of Compliance are required for all prescriptive submlttals, but may be on plans. 2005 Nonresidential Compliance Forms I CERTIFICATE OF COMPLIANCE {Part 2 of 3) IVfECH-1 .. c PROJECT NAME (l AJ \t-e r ~c..~/ t-1,·,-r" ~ l f DATE .F, e...c... \,;C.V'Y\..O,.JA t~odt-I /z.vf e,f 4 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 nonnal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In 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 infonnation meet the requirements of §10- 103(b) and Title 24 Part 6. Test Descriotion Test Performed By: ~ ~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 Ac.~ I ) Ac~1-,· ~ .Bf MECH-3-A: Packaged HVAC Systems Acceptance Document Test required on all New packaged systems both New Construction and Retrofit. Equipment requiring acceptance testing A-c-\ ' A c--1- ,/ 0 MECH4~A: Air-Side Economizer Acceptance Document Test required on all new air-side economizers for both New Constructlon 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. Equipment requiring acceptance testing N/-A 2005 Nonresidential Compliance Forms Apri/20O5 I CERTiFiCATE OF COMPLIANCE (Part 3 of 3) MECH-1-C f PROJECT NAME C 'PC.fl !Mi (A"i> DATE J::> t-~\4-n a~ o-., fte.-f' t(..W\.ode.-l I /2-f /1>1 Test Description Test Performed Bv: ./ ~ECH-5-A: Air Distribution Acceptance Document This test required If the unit se,ves 5,000 tr of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space like an attic. J:j.filX 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 / A :, 7 ./ D MECH-6-A : Demand Control 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 Doc~rnent All new VA V fan volume controls installed on new or existing systems must be tested. Equipment requiring acceptance testing ~ IA ,- ,/ 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 now chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. J LA Equipment requiring acceptance testing , 2005 Nonresidential Compliance Forms April 2005 ,-i;. AIR SYSTEM REQUIREMENTS PROJECT NAME: (..C. \<. l..VHl 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 Calculateo Heating Capacitl Proposed Heating Capacity Calculated Cooling Capacity2 Proposed Cooling Capacity2 Fan Control DP Sensor Location Supply Pressure Reset (DOC _only) Simultaneous Heat/Cool Economizer Heat and Cool Air Supply Reset Duct Sealing T-24 Section 112(a 144la & ti) 144{a & b) 144{a & b) 144(a & b) 144(c) 144lc) 144(c) 144(d) 144le) 144(f) 144/k) (Part 1 of 3) MECH-2-C i t ,rt.) Lt b "e.. t'ii't ~ DATE: fl 1 fr/ C<( AIR SYSTEMS, Central or Single Zone Ac..-t A c--i..- Reference on Plans or Soecification1 f"\O. M,Q. / J l>. I '·;1' ~ It./'>, l '1 ,_. () 1 00. '2--':ll,-$ If> 5 .&f i ,. (,, N /A. II /_A.. H IA> Nil.. N :,11. 1" r7}r 14/A. ,t7A "* l{/J JJ / A N /.J.:ti NIPt 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~! A 11 1 _ b . -,J-· f :E.ulv\OMi±€P--. /t)O( r,uv1rlec:A 1/<JJ,. ~i~ {JMA.f 001t ~ frZeSSl.,{.{l.j~antJV, P,.-e,u?A,eq1~i3 ad 'tttt-e SR.1l \] ed .s pq c.e . April 2005 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 3} MECH-2-C PROJECT NAME: Ca...,ff~r :Pc. ""crl> L11l 'R,~~ocL,_.{ IDATE: ,/ l;~l.A'..~~ l 21 t)C\ WATER2 SIDE SYSTEMS: Chlllers, Towers, Boilers, Hydronic Loops ITEM or SYSTEM TAG(SJ \ I \ I \ MANDATORY MEASURES T-24 Section Reference on Plans or Sr,ecification1 Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Calculated Capacity 144<a & b) . Proposed Capacity 144(a & b) i l Tower Fan Controls 144(h) l J J Tower flow Controls 144(h) r\ ' 7 l '-- Variable Flow System Design 144(i) V 7 I Chiller and Boiler Isolation 144(i) I l 7 l . CHW and HHW Reset Controls 144(i) I WLHP Isolation Valves 144{i) VSD on CHW, CW & WLHP Pumps >5HP 1440) DP Sensor Location 144m 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" ln the column. 2. Water side systems include wet side svstems usino other liouids such as alvcol or brine. 2005 Nonresidential Compliance Forms Ap1il 2005 SERVICE HOT WATER & POOL REQUIREMENTS (Part 3 of 3) I PROJECT NAME: C l ( }$.R...c.,K V\.,,,,.,Q,o lV ..,..~ t (. r-?.> l 0 Service Hot Water, Pool Heating 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) I\. 1/ /\ Pool and Spa Efficiency and Control §114 (a) '\.. 1 r· \. Pool and Spa Installation §114 (b) ' / Pool Heater-No Pilot Light §115 (c) 7 Spa Heater-No Pilot Light _§115J_dl ' 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 docurriente_d. If a requirement is not appll_cableJ put "NIA" in the column. 2005 Nonresidential Compliance Forms April 2005 . MECHANICAL VENTILATION AND REHEAT MECH-3-C PROJECT NAME r ( + ~C.C?-/M i?.ro Lo....~ R.~~, DATE l(L t/09 Js,c:..\.<VV\4v,....__ o..., er MECHANICAL VENTILATION (§121(b}2} REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMlnlmum A B C 0 E F G H l J K L M N CFM Min Min REQ'D Design 30%of Max of Design Condition CFM Ventilation Air Design Columns Zone/ per CFMby Numof CFMby V.A. Bx0.4 minimum Transfer System Area ft2 Area People per Occupant Maxof cfm Zone cfm/ft2 H,J, K, Air Air (ft2) BxC Person E.xF DorG Supply or300 setpoint cfm cfm 15 Pl!(.-\ '1 ,r".i . /"( ..,, • Sil ~ 15 "7 'i "'ll'C ;,(.' -,,.-7n -----15 a.l. .. 7_ l,,f &o\.111 ./'I' (,.I •. C\ II, 15 ""'Ir ""2 <"" :J ,n --~--__,,,· . 15 . 15 15 15 15 15 15 15 Totals JO JtJ't.) 3, 15d 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 VentilaUon Air {REQ'D V.A.) is the lamer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column o or G). { Must be greater than or eoual to H, or use Transfer Air (column N) to make uo the difference. J Design fan supply 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 L and 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 iHVAC MISC. PRESCRIPTIVE !3-:EQUfREMENTS: MECH-4-£ :1 PROJECT NAME 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 (:,/AV} Systems when using the Prescriptive ~roach. 0 [ru @ lQJ @ [iJ FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAKWATTS BRAKE HP MOTOR DRIVE FANS BxEx746/(C X D) ' I A ,~ • " 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 I Row 2)1 W/CFM enter filter pressure drop. SP a on line 4 and Total 4}SPa Fan pressure SP1 on Line 5. S)SP1 8) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-(SPa-1)/SPr 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) 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) "111· •.. 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 instafled capacity (tons) of all chillers and air cooled chillers under this permit, If 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 (Part 1 of 3} MECH-1-C [ BUILDING CONDITIONED FLOOR AREA BUILDING TYPE . ?1' NONRESIDENTIAL O HIGH RISE RESIDENTIAL PHASE OF CONSTRUCTION D NEWCONSTRUCTJON D ADDITION ..RfALTERATION OATE 2. BUIiding Permit checked bv/Oate Enforcement Agency Usu CLIMATE ZONE D HOTELJMOTEL GUEST ROOM D UNCONDITIONED file affidavit PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance fists !he building features and performance specifications needed lo comply with Trtle 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to bulldlng mechanical-requirements, parer hereby certifies that the documentation Is accurate and complete. INSTRUCTIONS TO APPLICANT MECHANICAL COMPl.lANCE & WORKSHEETS (check box If worksheet Is Included) l°8I MECH-1-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required on plans for all submlttals fii'MECH-2-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on plans. iiMECH-3-C Certificate of Compliance are required for all submittals with mechanical ventilation, but may be on plans, R!MECH-4-C Certificate of Compliance are required for all prescriplive submittals, but may be on plans. 2005 J-!onresidential Compliance Forms i ~ :~ :'~ ~ I l ! CERTIFICATE OF COMPLIANCE (Part 2 of 3) fl~ECH-1-C PROJECT NAME ~0 V · (4-e-t-d-I DATE I ·,~ .. ~ E.,c.. \.,<,VVL C' i,.... ..:::b ,sc. t::> ::r ("'" o ~, e..,c., 2. 17 t) er Designer: ..., This form is to be used by the designer and attached to the plans. Listed below are ail 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. lf 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 I the tests (i.e. the installing CO[ltractor, design professional or an agent selected by the owner). Since this fonn 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: ' Systems Acceptance. Before occupancy permit is granted for a newiy constructed building or space, or a new space- conditioning system serving a building or space is operated for nonnal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. . ' In addition a Certificate of Acceptance, MECH-1-A, Fonn shall be submitted to the building department that certifies I plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10- 103rb} and ntre 24 Part 6. Test Description Test Performed By: -" O MECH-2-A: Ventilation System Acceptance Document I • Variable Air Volume Systems Outdoor Air Acceptance f • Constant Air Volume Systems Outdoor Air Acceptance I I Test required on all New systems both New Constructlop and Retrofit. . I Equipment requiring acceptance testing -I ' l tlc>I ({.e~ui t~ -~,[/4 ,IC0/4. OA -I' V(MECH-3-A: Packaged HVAC Systems Acceptance Document Test required on a/I New packaged systems both New Construction and Retrofit. l Equipment requiring acceptance testing ,,._ --~4$. . I ./ 0 MECH-4-A: Air-Side Economizer Acceptance Document I i Test required on all new air-side economizers for both New Construction and Retrofit. Units with economizers that are lnstalled at the factory and certified with the Commission do not require equipment testing but do require construction inspection. dLA • Equipment requiring acceptance testing -No €.CJJv10/711 f!:e~5 1- : ! 2005 Nonresidential Compliance Fonns April 2005 /CERTIFICATE OF COMPLIANCE {Part 3 of 3) MECH-1-C I PROJECT NAME . ~.~·( ~(., + DATE .t C) t U". vY'\,,Cl ,. (1 A~t+~ .-=:J);c c::.u -z./11/01 Test Description -V Test Performed Bv: ./ D MECH-5-A: Air Distribution Acceptance Document This test required If the unit serves 5,000 ff of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space like an attic. !ifil'i. 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 . ./ 0 MECH-6--A: Demand Control Ventilation Acceptance Document All new DC V controls installed on new or existina aackaaed systems mu_c:t ly:, f1>,qfed. Equipment requiring acceptance testing __ . i-·· --/JLI~ l - ,/ 0 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 }Jt, -r 'if ./ D MECH-8-A: • Hydronic System Control Acceptance Document • Variable Flow Controls, Applies to chilled and hot wafer 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 chl7/ed 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 flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. I Ct.~t$Hj) Equipment requiring acceptance testing 91 I · f N!IJ . 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 Capacir Proposed Heating Capacity Calculated Cooling Capacity2 Proposed Cooling Capacity2 Fan Control DP Sensor Location Supply Pressure Reset (DOC only) Simultaneous Heat/Cool Economizer Heat and Cool Air Supply Reset (Part 1 of 3) MECH-2--C DATE: AIR SYSTEMS, Central or Single C-1 Reference on Plans or $pecification1 ...... a .. J O• DuctSealing I ••• , .. , l ,vrr, I , V{" I I - 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 featu~es 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~ctRCNit.: t J-S37Tem~ ~fl,!:"' /00 ¾ oA. April 2005 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 3) MECH-2-C PROJECT NAME: ~ l1i ~ ~ -l DATE: 2/ 11/0~ :Ro .r \.('. ·--~ .-. h,.} e ,-.:D "csc O r-n t Q..C, WATER2....SIDE SYSTEMS: Chillers: Towers, Boilers, Hydronlc Loops ITEM or SYSTEM TAG(S) \ ,, \ \ 1 MANDATORY MEASURES • T-24 Section Reference on Plans or Soecificatlon1 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) i- Variable Flow System Design 144ffl Chiller and Boiler Isolation 144(i) \ L.... j CHW and HHW Reset Controls 1440) ..,. 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, pur"N/A'' in the column. 2. Water side svstems include wet side svstems using other liauids such as t!lvcol or brine. 2005 Nonresidential Compliance Forms Ap1112005 SERVICE HOT WATER & POOL REQUIREMENTS (Part 3 of 3) MECH-2-C PROJECT NAME: 1:? I\ /1 / . -,......_, :i> , ...(_ . ..r;;> e.c.:k""""-0\ V'\, ,,.,Y.~ 2-re ~ -...J.-'tS ca--\ C-l\ tc.A I . 2. I 17 / l) '\ \ ITEM or SYSTEM TAG(S) MANDATORY MEASURES T-24 Sect/on Reference on Plans or Specification1 Water Heater Certification §113 (a1 ... Water Heater Efficiency §113-(b) / \ · Service Water Heating Installation §113 (c) / Pool and Spa Efficiency and Control §114 (a) - Pool and Spa Installation §114 {b) j _ • Pool Heater-No Pilot Light §115 (c} '-- $pa Heater-No Pilot Light ~_j115 (dl 1: For each water heater, pool heat and domestic water loop (or groups of similar equipment} till in the reference to sheet number and/or specification section and aragraph number where the reouired features are documented. If a requirement Is not applicable, put ''NIA" in the column. 2005 Nonresidential Compliance Forms Ap,i/ 2005 . MECHANICAL VENTILATION AND REHEAT MECH-3-C PROJECT NAME DATE BP e k \1\-"\.Cl..lA Cov J tev-J)\5~6 :P, f' a'\ fLc. +-2-/11/0, MECHANICAL VENTILATION (§121(b}2) ..., REHEAT LIMITATION (§144(d)} AREA.BASIS OCCUPANCY BASIS VAVMlnlmum 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 Condition CFMby Numof CFM CFMby V.A. Ventilation Air Design Bx0.4 Columns minimum Transfer Zone/ per cfm Zone H,J,K, Area f t2 Area People per Occupant Maxof cfm/W Air Air System (ft2) Person Supply or300 BxC ExF DorG cfm cfm setpoint 15 - ~~-l ''"7 ~ ,. ''5 .l.'-C: 15 ..,.~ '1 'i 'a~V -....... -----15 ~\-1--7-5" '1 S' • \ "'i ,n ... ' { ... 15 '7-~t:> ?.. If (J 7--'\1-~ -----. 15 ~ \.I-, S'"~C.. . '" ~,-I (., 15 '2. If D 1,. \( I) 'lli.s'" -------15 ~c-1 11'!0 .I '5 I~ ' 15 JS ·~ /:1_\0 -----15 15 15 15 \ 570 ' '7 4 5 () Column l Total Design Ventilation Air Totals 3R -i --· 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'O V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). I Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Desion fan suoolv cfm (Fan CFM) x 30%; or K Condition area (fl:l) 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 L and 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 I 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 Variabfe Air Volume (VA V) Systems when using the Prescriptive A,_egroach. ltJ @ [£1 t.ru @ @ FAN DESCRIPTION DESIGN EFFJCIENCY NUMBER OF PEAKWATTS BRAKeHP MOTOR ORNE FANS Bx Ex746 l(C xDl I k Ii I /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 gr?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 SPf 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 wlcfm for VAV systems ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES T-24 Reference on Plans or Specification1 Section Electric Resistance Heating2 §144 (g) I I Heat Rejection System3 §144 (h) " 7 /.i Air Cooled Chifler Limitation4 §144 (J) I f',, I / l 1. Fill in the reference to sheet number and/or specification sedion and paragraph number where the required features are documented. If a requirement is not applicable, put "NIN in the column. 2. Totar 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 cooting towers used on this project? (Enter "Yes• or "No") If centrifugaf fan cooling towers are used explain which exception(s) to §144(h) apply. 4. Total installed capacity (tons) of afl chillers and air cooled chillers under this permit, If 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 t fcERTIFICATE OF COMPLIANCE (Part 1 of 3) PROJECT NAME e. '-\,( II\"'\ 4- TELEPHONE lt'lr '/7"(-(,S'6f1 TELEPHONE !S'S· '111{ .. ,s, D DATE OF PLANS I BUILDING CONDITIONED FLOOR AREA SUILOING TYPE ~ NONRESIDENTIAL O HIGH RISE RES! PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION LTERATION MECH-1-C . Buildln11 Penni! , Checked bylbala Enforce~~ A_geney U$8. CUMA TE ZONE D HOTEL/MOTEL GUEST ROOM D UNCONDITIONED file affidavit PROOF OF ENVELOPE COMPLIANCE rg PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE A TT ACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calffomla Code of Regulations. This certificate aiwfles only to building mechanical requirements. ffies that t~~'ci cumentati l I The Prlncipal echanlcal Designer hereby certifies t the proposea building design represent In this set of construction documents is consiK with the other compllance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. · proposed .building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100,101, 102, 1101h" 115, 120 through 125, 142, 144 and 145. · ../ u( The plans & specifications meet the requirements of Part 6 (Sections 10-103a). '' Gt" The instaHatioo certificates meet the requirements of Part 6 (10-103a 3). uV The operation & maintenance information 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.) 181 I hereby affirm that I am eliglb~ 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 Californla as a civil engineer or mechanical engineer, or I am a licensed archlted. 0 I affirm that I am eligible under the exe document as the person responsible for D I affirm that I am eligible under the exe structure or e of work described purs · this document because lt pertains to a nd 6737.1. 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 submittals g] MECH-2-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for all submlttals, but may be on plans. ~MECH-3-C Certificate of Comp!iance .:re required for all submitlals with mechanical ventilation, but may be on plans. l8J MECH-4-C Certificate of Compliance are required for all prescriptive submlttals, but may be on plans. 2005 Nonresidential Compliance Forms I CERTIF!CA TE OF COMPLIANCE {Part 2 of 3) 1\~ECH-1-C PROJECT NAME (\ AJ \t <. r-~ C,.{/.._ f M i f.J·o fe.vv,oJt...l I DATE .13 e.. c.. ¼ VV\., 0. Vl l /zv/61 . 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 Accepta nee. 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, al/ control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In 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- 103(b) and Title 24 Part 6. Test Descriotion Test Performed By: ./ !,'51: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 Ac,--I I ~· Ac.-7- -./ J§ 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-\ I A c-2- .I' 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 construction inspection. Equipment requiring acceptance testing t:l. I A r 2005 Nonresidential Compliance Forms April 2005 f CERTIFICATE OF COMPLIANCE (Part 3 of 3) MECH-1-C f PROJECT NAME C <f C.R. IM i {,~i) DATE I ~ t-G-Kvn a V\.. o,., (.fer' t <..M. 0 d e:..-l i/z.. t/1>1 Test Description Test Performed By: ./ ~ECH-5-A: Air Distribution Acceptance Document This test required If the unit serves 5,000 tr of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space Uke an attic. f:!mx 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 / A ~-7 ./ D MECH-6-A : Demand Control Ventilation Acceptance Document All new DCV controls installed on new or exist;ng packaged systems must be tested. Equipment requiring acceptance testing ~IA ./ D MECH-7-A: Supply Fan Variable Flow Control Acceptance Document All new VAV fan volume controls installed on new or existing systems must be tested. Equipment requiring acceptance testing ~ /A r ./ D MECH-8-A: • Hydronic System Control Acceptance Document • Variable Flow Controls, Applies to chi/Jed-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 flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. J /A Equipment requiring acceptance testing ,- 2005 Nonresidential Compliance Forms April 2005 AIR SYSTEM REQUIREMENTS PROJECT NAME: (.,(. \(. fN1." 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 Calculatep Heating Capacit~2 Proposed Heating Capacity" Calculated Cooling Capacity2 Proposed Cooling Capacity2 Fan Control DP Sensor Location Supply Pressure Reset (ODC _only) Simultaneous HeaUCool Economizer Heat and Cool Air Supply Reset T-24 (Part 1 of 3) MECH-2-C ; ,,ro Li:t \o f<..e.M ~ DATE: II 'l. tr/ cq_ AIR SYSTEMS, Central or Single Zone >..c.-' A c.--2.- ecincation1 Duct Sealing l 144(k) I N I ~ I . .. . . I I I I 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 Fo/11;! A (1 1 _ I . --#-· f E.cJmOhti:t<~Jl . .AJoT rvv1rleo.. 11<f},. l'Ltis CMM.1 OOJ.t .f,b' fKeSSu..{{f:r1::.a.1{dV) f.l-e,u.ttem~is ao 't1ttt S;efl ved.spqce. · April 2005 WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 3) MECH-2-C PROJECT NAME: Ca>Jlf~r :PG l'l,crt> L-.l 'R.c,.-o4!L,{ I DATE:'.~ l>~\;<..._~ l 2.t .C<\ WATE.R2 SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops ITEM or SYSTEM TAG(S) \ I \ \ I ·~ MANDATORY MEASURES T-24 Section Reference on Plans or S1>eciffcation1 Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Calculated Capacity 144(a & b) . Proposed Capacity 144(a & b) t l Tower Fan Controls 144(h) ' 1 j j Tower Flow Controls 144(h) !\ / I I .__ Variable Flow System Design 144(i} \.{ I I Chiller and Boiler Isolation 144(i) i l I I/ . CHW and HHW Reset Controls 144{1) I WLHP Isolation Valves 144(i) VSD on CHW, CW & WLHP Pumps >5HP 144{j) 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 ancl paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" in the column. 2. Water side svstems include wet side svstems usina other liquids such as Qlycol or brine. 2005 Nonresidential Compliance Forms Ap1il 2005 SERVICE HOT WATER & POOL REQUIREMENTS (Part 3 of 3) :B R..C.. \.,<_ \Oe,.. QdO. & V --re,,.,,-t I PROJECT NAME: ~ l I 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 !i113 (b) / Seivice Water Heating Installation §113 (c) I\. I/ /\ Pool and Spa Efficiency and Control §114 (a) I '\.... 1 r--· \. MECH-2-C 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 araQraph number where the reQuired features are document~d. Jf 8!8<:}!Jirement is not applicable, put "NIA" in the column. 2005 Nonresidential Compliance Forms Aptii 2005 _ MECHANICAL VENTILATION AND REH·EAT MECH-3--C PROJECT NAME r. { j_. i'Cfl-/ M il..ro La.._~ ~~A-\ DATE 1/1. tl /09 Js e. c:. \.< V'Y'4v--.... 0 .., , er MECHANICAL VENTILATION (§121(b}2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMlnlmum A B C 0 E F G H I J K L M N CFM Min Min REQ'O Design 30%of Max of Design Condition CFM Ventilation Air Design Columns Zone/ Area per CFMby Numof per CFMby VA cfm Zone Bx0.4 H,J,K, minimum Transfer System (ft2) fl:l Area People Person Occupant Max of Supply cfmlft2 or300 Air Air BxC ExF DorG cfm cfm setpoint 15 ~,-, .., }I'~ • l"i ..,.,_. ,t ~ 15 "7 ') 'l~ >;( ~ 71 In -----15 A.t:-L """"".,, . ,.,. f..L. Cl\ .. 15 '?r .., -c-:..L~ '] Tl ----~-'' 15 ~ 15 15 15 15 15 15 15 Totals JO JtJ() 3,15d 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 w1thout fixed seating. H Reauired Ventilation Air (REQ'D V.A.) is the laraer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column o or G). l Must be greater than or equal 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 cfmlft2; or L Maximum of Columns H J, K, or 300 cfm M This must be less than or equal to Column Land oreater 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 I HVAC MISC. PRESCRIPTIVE REQUIREMENTS: ,i.., l+~v-fcte.. ML c "" lA-cs R MECH-4-C I I l 1Al211~, 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 (YAV) Systems when using the Prescriptive A,_egroach. 0 w @ l.QJ @ 0 FAN DESCRIPTION DESIGN EFFICIENCY NUMBER OF PEAK WATTS BRAKE HP MOTOR DRIVE FANS 8xEx746/(C X D) ' I I\ I? " I 1) TOTAL FAN SYSTEM POWER (WATTS, SUM FILTER PRESSURE ADJUSTMENT Equation. COLUMN F} 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 Tota! 4)SPa Fan pressure SP1 on Line 5. 5) SP, B} Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-(SPa -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 0.8w/cfm, forC V systems or 1.25 w/cfm forVAV systems ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES T-24 Reference on Plans or Specification1 Section Electric Resistance Heating2 §144 {g) I - Heat Rejection System3 §144 (h) 1/ / A Air Cooled Chiller Limitation4 §144 (I) '" 1 ll· F, ' ; ,., 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" ln 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(9) apply. 3. Are centrifugal fan cooling towers used on this project? (Enter 'Yes" or "No") lf 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 pennit, If there are more than 100 tons of air-cooled chiller capacity being installed explain which exception{s} to §144(i) appfy. ] 2005 Nonresidential Compliance Forms Apn12005 Read and save these instructions! DRANE-KOOLER Water tempering device Installation, operation and maintenance manual =--== =srEEM0 1S09001 §fffi~ HUMIDIFIER COMPANY I 1)~\'C\.Ml<.ll.llij",J",;, A SUBSIDIARY OF RESEARCH PRODUCTS CORPORATION ('e,1,r.,a,~llinn ~ ~ ISTEEM® The humidification experts ® Vaporstream® Electric Humidifier Installation, Operation and Maintenance Manual ATTENTJON INSTA~lE~ Read0this manual before ·instaliing. Leave manual with prodLtct owner. DRl~STEEM® technical Sl!pport 80Qs328°4:447 VVAli-N ING! Disconnect electrical .p.ower.before iil~talling·supply wiring. Contact With .ener.gized circuits can cause·severe persqnal injury or death as.a result of ele~trical shock. This·productrnustbe instaJled·by qu;;ilified HVAC and electrical contractors and,:iri: compliance with local, state, federal, and governing codes. Improper installation can ca.use property damage, severe personal injury; or death ~s a result of. electric shock, burns, and/or fire. The humic!ifier ti;\lik, dispersion. assembly, and all connected ·hose,or .piping can· contain .or discharge· hot steam and/or hot water at 212 °F · (.100 °t). Discharged.steam is not vi~ibl¢. Contact with hot surfaces, ·discharged hot water, or air into which steam has been discharged cari cause severe·persohal injury .. F.ailllre to .follow the instructions ih this manual can CclUSe moisture to accumli.lat.e, which .can cause bacteria and mold growth or dripping water into building spaces .. Dripping. water can cause property damage; bacteria and mold gr.oWth ~an CclUSe illness. Supplywater pressure greaterthcjn 80 psi (550 kPa) can cause the ,humidifier to overflow, · ·Page II • .D,Rl·ST.EEM Vapor~tream Installation, Operation and M~in:tenarice !1/lanual SAFEAIRE@ FUME HOODS GENERAL-PURPOSE ·~. ,. . . · . . ' · BENCH-TYPE SUPERSTRUCTURES I {,i: ~ -• i _. • ' ~' I ' -• • -• ' • j Bypass Superstructure For Use With Constant Volume Exhaust Systems II Designed for installation on 30" (76.2 cm) to 42" (106. 7cm) deep work surface. Iii Incorporates double bypass to maintain constant exhaust volume at all sash positions. ll1 Designed to permit exact balancing of room ventilation system with hood exhaust volume. • Field-convertible to Restricted Bypass or Auxiliary Air type hood. ll Vertical sash is full-view, laminated safety glass with full-width recessed pull. 11 28-1/2" (72.4 cm) high sash opening. m Two-tube fluorescent light fixture, light switch and two duplex 120 VAC receptacles. • 96" l243.8 cm) wide units have two light fixtures. • Plugged holes for future service fixture installation standard on both posts. a Shipped assembled. • See pages 15-22 for additional product features common to all SafeAire® fume hoods. __ ,_.,_ ... ____ ··--- j BASE PRODUCT NUMBERS j 3M/4"Depth 36"Depth 37-1/4" Depth 43-1/4" Depth i l Remote Remote Remote Remote i Fixed Baffle Fixed Baffle Fixed Baffle Fixed Baffle I Width Baffle Adjustment Baffle Adjustment Baffle Adjustment Baffle Adjustment l j36' (91.4 cm) 54l586 54L588 60L586 60l588 ..... _ ........ .................. ... ............... ........ ~ ...... j4B' (121.9 cm) 54l589 54L591 60L589 60L591 6il589 61L591 62L589 62L591 !60" (152.4 cm) 54L592 54l594 60L592 60L594 61L592 61l594 62L592 62L594 )2· (182.9 cm) 54L595 54L597 60L595 • 60L597 61l595 61L597 62L595 62l597 j 96" {243.8 cm) 54L598 54L600 601.598 60L600 61L596 61L600 62L598 62L600 I ••• •-••tt,,,. .... ,.,,., ~ . ., ·-,.__ ..... __ ~ ....... --·-, ... ,-. ------- l OPERATING PARAMETERS i I ~~~~ 1~;~:.::~~:~~~~~;ti::~:;;~s!~~:w~~:t:! ~2:.:~ i Sash Opening r~~~::Op' ',. :qp'~ni'ifif' Sash Opening \ Hood Size ' Collar Size CFM SP I-·· a: .CF.M-,.,·, .. , ··''! CFM SP : 35· e·x l (91.4cm) {15.2X 2 i 48" 6"X l (121.9cm) (15.2X 3 5 .13 950 .27 1 60" 6"X l i {152.4cm) {15.2 X 5 7 .12 1250 .28 72" 6'X 9 .15 1560 . 35 i (182.9cm) {15.2 X 3 i 96' 6"X l (243.8cm) (15.2X 7 L ___ ,, ..... ········ 12 .14 2140 .33 .... Hamilton® End View ,·-----------------, Liner Materials - tJ P -Polyresin OR-Resisto Roe (31-1/4' depth only) 0 E-Resisto Roe/White Enamel (31-1/4' depth only) 0 S -Stainless Steel (31-1/4' depth only) DC-PVC (31-l/4'depth only) 0 Y -Polypropylene (31-1/4' depth only) Other lofonnation -To complete the fume hood assembly, refer to the sections listed below: 0 Base Cabinets (pages 75-79), 0 Fixtures (pages 58-66). 0 Alarms {pages 68-69) . DWork Surfaces, Cupsinks and Traps {pages 70-72). 0 Accessories {pages 95--103). a Optional sash configurations {pages 101-102). CP.J101srD 27 ( Actionable information and intelligent connections in real time. ~ @ tiiBECKMAN COULTER DS-12038C REMISOL Advance* Clinical Information Systems Blood Banking Centrifugation Chemistry Flow Cytometry Hematology Hemostasis Immunoassay /.,~ -- Information Systems Lab Automation Molecular Diagnostics Rapid Diagnostics Take full control of your laboratory and improve quality, turnaround time and productivity, while continually reducing medical errors -all from a single workstation. Our Clinical Information Systems allow you to standardize your lab to manage and monitor multiple instruments, including automation, chemistry, special chemistry, i class integrated systems, immunoassay, hematology and hemostasis platforms, and rapidly deliver high quality, verified diagnostic results to caregivers. Beckman Coulter offers a Clinical Information System, REMISOL Advance*, which simplifies and streamlines the workflow in today's busy clinical laboratories. It acts as the glue that links the analyzers and the LIS to provide a real-time view of the testing life cycle that can be managed from the laboratory itself. From the time the test request is received in the lab through the verification and release of the results to the LIS, laboratories can control and monitor the entire data management process from one unique workstation. Highlights Offers real-time QC application Increases productivity with intelligent autoverification Utilizes best-practices rules dictionary Features real-time information dashboards Offers high system availability with redundancy Generates customizable and actionable reports Includes WAN capabilities (B/0ISI0_J REMISOL Advance* Clinical Information Systems Specifications Beckman Coulter Instrument Connections Automation • Preplink AutoMate 800/600 AutoMate 1200/2500 AutoMale 1250/2550 Chemistry • UniCel DxC 600 UniCel DxC 800 AU480 AU680 AU2700 AU5400 • Synchron CX Synchron LX • Synchron LX Pro Synchron LX20 Synchron LX20 Pro Immunoassay • UniCel Dxl 600 • UniCel Dxl 800 • Access 2 i class Integrated Systems UniCel DxC 600i • UniCel DxC 880i UniCel DxC 660i • UniCel DxC 680i UniCel DxC 860i Special Chemistry • IMMAGE800 Hematology COULTER LH 500 System COULTER LH 750 System COULTER LH 780 System COULTER DxH 800 System Configuration and Networking Scalable configurations to address LAN, WAN and VPN networking solutions Included Features • Customizable views of sample workflow • Standard dictionary • User-defined rules • Automatic reflex testing • Automatic delta checking • Automatic verification • Sample tracking • Chartable patient reports Quality Control • Westgard rules • Levey-Jennings charts • Shewhartt • Distributiont Enhanced Levey-Jennings chartst Active Results • Up to 8,000 samples in active database • Up to 15,000 samples processed in 24 hrs (Chemistry/Immunoassay, Hematology/ Hemostasis) One connected automation system Archival Storage Chemistry/Immunoassay Server • Up fo 10,000,000 test results Hematology Server • Up to 400,000 samples stored (without graphics) • Up to 200,000 samples (with graphics) Optional Applications • Extended Quality Conirol (EOG) Monitor IT11 • Bio-Rad QC OnCall***,tt PROService Remote Diagnostics+++ 3 GHz processor • 1 GB RAM 2 x 80 GB SATA hard disk (RAID 1) DVD burner Network card • Keyboard Mouse Multi serial board External USS modem Microsoft Windows*** 7 Microsoft*** SOL2008 Server 3 GHz processor 2 GB RAM 3 x 70 GB SAS hard drive (RAID 5) DVD burner Network card Keyboard • Mouse Multi serial board External USB modem Microsoft Windows*** 2003 Microsoft*** SOL2008 • COULTER HmX Hematology Analyzer COULTER Ac•T Series Hemostasis • AGL TOP1 • AGL TOPCTS • AGL TOP 500 CTS • AGL TOP 700 LAS Other Instrument Connections • Cellavision**,*** .BECKMAN COULTER We're belfer together * REMISOL Advance is a trademark of Normand-Info SAS ** Available in 2010 "* All other trademarks are the properly of their respective owners 1 Only with EOC Application tt Supported OUS ttt Opt1onai ACL TOP is a registered trademark of Instrumentation Laboratory Company in the United Stales and several international jurisdictions. Beckman Coulter, the stylized logo, Access, AU480, AU680, AU2700, AU5400, COULTER, Oxl, IMMAGE, Synchron CX, Synchron LX and UniCel are registered trademarks of Beckman Coulter, Inc, AC•T, AuloMate, DxH and PrepLlnk are trademarks of Beckman Coulter, Inc. Australia, Gladesville (61) 2 9844 6000 Austria, Vienna (43) 1 291 01 241 Canada, Mississauga (1) 905 819 1234 China, Shanghai (86) 21 3865 1000 Croatia, Zagreb (38} 51 489 9003 Czech Republic, Prague (420) 272 01 73 32 Eastern Europe, Middle East, North Africa, South West Asia: Switzerland, Nyon (41) 22 365 3707 France, Villepinte (33) 1 49 90 90 00 Germany, Krefeld (49) 2151 33 35 Hong Kong (852) 2814 7431 India, Mumbai (91) 22 3080 5000 Italy, Cassina de' Pecchi, Milan (39) 02 953921 Japan, Tokyo (81) 3 5530 8500 Korea, Seoul (82) 2 404 2146 Latin America (1) (305) 380 4709 Malaysia, Kuala Lumpur (60) 3 5621 4793 Mexico, Mexico City (001) 52 55 9183 2800 Netherlands, Woerden (31) 348 462462 Poland, Warszawa (48) 22 366 0180 Puerto Rico (787) 747 3335 Russia, Moscow (7) 495 9846730 Singapore (65) 6339 3633 South Africa/Sub-Saharan Africa, Johannesburg (27) 11 564 3203 Spain, Madrid (34) 91 3836080 Sweden, Bromma (46) 8 564 85 900 Switzerland, Nyon (41) 0800 850 810 Taiwan, Taipei (886) 2 2730 2500 Turkey, Istanbul (90) 216 570 1717 UK, High Wycombe (44) 01494 441181 USA, Brea, CA(1) 800 352 3433, (1) 714 993 5321 82009-10777-DG-2,5K www.beckmancoulter.com © 2010 Beckman Coulter, Inc, DIAG-PRINTED IN U.S.A. 1Plastic Tanks, Water Tanks, Polyethylene Storage Tanks, Septic Tanks Page 1 of 2 MM/IE Open Top Tanks I IMdiffiid The Only IAPMO Listed Polyethylene Septic Tanks Manufactured in Hawaii Visit our website www.chemtainerofhawaii.com Bulk Storage minks · Spll! Containment Septic Tonks Accessories/l"ittings Customer Service I Products I What's New I Engineering Data I Tank Drawings I Site Map .._r-_·_· ·_· _···_·_-·_·---~-! 11J Tank Handling, Installation & Use Guidelines Dealers Subsidiaries Customer Service Inventory Clearance Have a question? Call 1-800-275-2436 Chemical & Water Storage Tanks Closed Head Tanks Water Storage Tanks Open Top Tanks Open Top Flat Bottom Open Top Cone Bottom Open Top Cone Bottom w/ Poly-Stand Double Wall Tanks Pick-Up Truck Tanks PCO Tanks Horizontal Tanks Containment Basins Plastic Septic Tanks Transport Tanks Processing Hoppers Shipping Drums Spill Containment & Control Spill Pallets Drum Bib Drum Funnel Oil Tainers Other Products Tank Accessories Tank Fittings Gas Caddies Carry Barrels Rainwater Collection Tanks Reference Catalog Tank Safety Checklist Although Chemtainer's tanks are extremely durable, improper handling and installation can result in damage to tank, fittings, and accessories. Failure to comply with handling and installation instructions voids all warranties. 1. At delivery, inspect your tank immediately for defects or shipping damage. Any discrepancies, or product problems, should be noted on both the driver's bill of lading and your packing list. 2. When unloading your tank from the delivery truck, avoid its contact with sharp obJects. Forklift blades can cause significant damage If proper precautions are not taken. Do not allow tanks to be rolled over on the fittings. Large bulk storage tanks, whenever possible, should be removed from truck bed by use of a crane or other suitable lifting device. OSHA regulation 29CFR 1910.178 through 1910.189 addresses specific standards for hoisting and lifting. Keep unloading area free of rocks, sharp objects, and other materials that could damage the tank. If tank is unloaded on it's side, carefully brace to prevent rolling. 3. Support bottom of tank firmly and completely. Concrete pads provide the best foundation. However, when seismic and wind factors are not being considered, tanks with a base load bearing of less than 800 pounds per square foot require a firm, even, compacted bed of sand, pea gravel, or fine soil that won't wash away. Tanks with a base load bearing of 800 pounds per square foot, or greater, require a reinforced concrete base. Steel support stands concentrate the loaded tank weight onto the stand leg pads. It is recommended that stands are mounted on a concrete 1/ase. Bolting of stands is necessary to prevent movement due to agitation, wind, seismic loads and accidental contact. 4. Install tanks in an area that is accessible. Ease of maintenance and removal should be considered. 5. Test by filling tank with water prior to use, to prevent material loss through unsecured fittings, shipping damage, or manufacturing defects. Tanks should be tested for a minimum 5 hours. 6. Plastic screw on bulkhead fittings are designed to be hand tightened. Overtightening can cause fittings to leak. 7. Support sides of rectangular tanks. In general, tanks with heights greater than 18" must be supported. However, specific applications must be considered: smaller tanks with contents that have high specific gravity and/or elevated temperatures must be supported. 8. Do not mount heavy equipment on tank sides. 9. Do not allow weight on tank fittings. Fully support pipes and valves. 10. Use expansion joints to prevent damage at fittings from the differential expansion and contraction of the piping and tanks. 11. Tanks are designed for use only in the atmospheric storage of chemicals, never for vacuum or pressure applications. 12. Immersion heaters should never touch the walls of the tank. Minimum spacing should be 3" -4" from wall. 13. Refer to the chemical capability chart on this site as a guide. Be certain tank, fittings, and fitting gasket material are compatible with chemicals at the anticipated operating temperatures. Contact our technical staff for information on chemicals not listed, or when uncertain conditions exist. 14. Protect tanks from impact, especially at temperatures below 40 degrees F. 15. Confined spaces must be considered hazardous. Do not enter tank without first taking proper precautions. 16. Tank sizes as listed are nominal and calibrations on molded tanks are only approximates, but provide an indication of volume. Polyethylene tanks expand and contract which will effect volume. The degree in which this occurs depends on the size of the tanks, wall thickness, specific gravity of contents, temperature of contents and ambient temperatures. http://www.chemtainer.com/home/installation.aspx .. Plastic Tanks, Water Tanks, Polyethylene Storage Tanks, Septic Tanks Specifications Manual Installation Guide Capacity Estimator Shopping Cart Other Chem-tainer Sites: Customer Service I About Us I .!:!.filQ Copyright© 2005 Chem-Tainer Industries Email: sales@chemtainer.com Cff-m:T'a•n•:r maxJ.. ~ w-~A..~ ~ m.--1'. ll!l'iffli r: I "1• J, .,$,,. .. 1Il(1(1(?1,5 ~ ~~~ -. -~ ----- http://www.chemtainer.com/home/installation.aspx Page 2 of 2 4/15/2011 Specifications Manual c•lilil·-wllC=t www.chemtainer.com IINDUSTRIES, INC. Ema ii: so les@c hem ta i ne r. com 1-800-275-2436 Sales Office open from 8 AM -8 PM Eastern Time 361 NEPTUNE AVE. • W. BABYLON, N.Y. 11704 • 631-661 .. 8300 • FAX 63 l -661-8209 Manufacturing and Shipping from Plants across the continental United States and Hawaii NEW YORK • RHODE ISLAND • PENNSYLVANIA • ILLINOIS • FLORIDA • CALIFORNIA • TENNESSEE • HAWAII 1.0 DESCRIPTION OF TANI< 1.1 SPECIFICATIONS (see pages 4-7) 1.2 GENERAL These are one piece tanl<s, rotationally molded of linear medium or high density polyethylene or high density crosslinl<able polyethylene (XLPE). Refer to material type in the tank charts for availability. Tanl<s come in a variety of shapes, are avail- able in closed head designs with flat bottom (IC, IA & IX series), conical bottom (JA & JC series), round horizontal (LC & LA series) or oval horizontal (MC & MA series).These tanl<s can be furnished with various accessories as per customer speci- fications and are capable of holding aggressive chemicals at atmospheric pres- sure. Open top mixing and processing tanl<s are available in cylindrical, conical bottom and rectangular designs, refer to Chem-Tainer product catalog. 2.0 MATERIALS 2. 1 LINEAR POLYETHYLENE A high quality, chemically resistant plastic with high stress crack and impact resist- ance. Linear polyethylene is translucent and exhibits properties that are ideal for applications that are exposed to low temperatures and/or high impact. Unlike ther- mosets, linear polyethylene is weldable, thus allowing for greater flexibility when designing modification to our standard tanks. The plastic complies with USDA and FDA regulations for storage and processing of food. Linear polyethylene is fully recyclable and thereby provides a convenient method of disposal. 2.2 CROSS-LINKED POLYETHYLENE High density cross-linl<ed polyethylene has excellent low temperature impact and environmental stress-cracl< resistance. This polyethylene is a thermoset, thus does not permit the utilization of welded tank connections. Cross-linked polyethylene does not have USDA or FDA compliance for storage of processing edibles and is not recyclable. 2.3 ULTRA VIOLET LIGHT STABILIZERS AND FILLERS The plastic does contain a minimum of 0.25 to a maximum of 0.50 long term U.V. stabilizer. It does not contain any fillers. 2.4 PIGMENT Pigment can be added at purchaser's request. These pigments would be compati- ble with the polyethylene and will not exceed 0.5% dry blended and 2% com- pounded in of the total weight. 3.0 TANI< CONSTRUCTION 3. 1 MECHANICAL PROPERTIES The minimum for the properties of the material shall be as follows based on molded parts: PROPERTY ASTM VALUE UNITS Density ESCR Spec. Thiclmess 125 Mils F-50 Tensile Strength Ultimate 2" /min. Elongation at breal< 2"/min. Vicat Softening Temp. Brittleness Temp. Flexuarl Modulus D1505 Dl693 D638 Type IV Spec. D638 Type IV Spec. Dl525 D746 D790 59 (0.937 -0.942) #/ft3<(gm/cc) 1000 Hrs. 2600 PSI 450 % 240 Deg. F -180 Deg. F 100,000-110,000 PSI (2) (3) STORAGE TANK SPECIFICATIONS 3.2 APPEARANCE The finished surface of the tank shall be free as commercially practicable from visu- al defect such as foreign inclusions, air bubbles, pin holes, craters, crazing and cracking that will impair the serviceability of the tanl<. 3.3 CUT EDGES All edges cut out i.e., open top flanges, manways, shall be trimmed to have smooth edges. 3.4 DIMENSIONS AND TOLERANCES General -all dimensions will be taken with the tank in its proper, usable position and unfilled. Tank dimensions will represent the exterior measurements. 3.4. l Outside diameter -The tolerance for the outside diameter including out of roundness, shall be +/-3%. 3.4.2 3.4.2 Shell wall and head thickness -The tolerance for thickness shall be +/-20% of the design thickness. The total amount of an area on the low side of the tolerance shall not exceed l 0% of the total area and individual area shall not exceed l ft. 2 (.09m2) in size. 3.5 PERFORMANCE REQUIREMENTS The following performance requirements shall be conducted on samples taken from the manway cut out area or where fittings are inserted in each tank 3.5. l Low Temperature Impact Low temperature impact is determined by using a 30 lb. Falling dart at -20 degrees F. Wall thickness in. (mm) Less than & including 0.25 in. (6.6 mm) 0.26 in. (6.6 mm) to & including 0.50 in. (12.9 mm) 0.51 in. (12.9 mm) to & including 0.75 in. (19.3 mm) 0.76 in. (19.3 mm) to & including 1.00 in. (25.4 mm) 3.5.2 Percent Gel -for crosslinked polyethylene ft-lb. (J) to fail. 90 (122.0) 100 (135.5) 150 (203.2) 200 (271.0) The percent gel level is determined by using the test method found in ASTM Dl998. The percent gel level for crosslinl<ed tanks on the inside 0.125 in. (3.2mm) of the wall shall be a minimum of 60%. 3.5.3 Visual Inspection -The tank is visually inspected to determine such qualities as are discussed in Section 3.2, Appearance. 4.0 MARKINGS 4.1 The tank is marked to identify the producer -Chem-Tainer, Inc., date (month and year) of manufacture, capacity and serial number. 4.2 The proper caution and/or warning signs are affixed to the tank 4.3 Tani< capacities should be based on total tanl< volume. . . ~ 5.0 PACKAGING AND SHIPPING 5. l All fittings and flange faces shall be protected from damage by covering with suitable plywood, hard-board or plastic securely fastened. Tanks shall be vented at all times. 5.2 Pipe and tubing, fittings and miscellaneous small parts shall be packaged. Loose items which may scratch the interior surface shall not be placed inside the tank during shipment. Additional protection, such as battens, end wrapping, cross bracing, or other interior fastenings may be required to assure each individual equipment pieces are not damaged in transit. 5.3 Upon arrival at the destination, the purchaser is advised to inspect for damage in transit. If damage has occurred, a claim should be filled with the carier by the purchaser. The supplier should be notified if the damage is not first repaired by the fabricator prior to the product being put into service. The purchaser accepts all future responsibility for the effect of the tan I< failure resulting from damage. 5.4 It is recommended that the tanl< be hydrostacially tested at the time of installation. ..... ON PAGES 5·8 ARE LISTED. TANK DIMENSIONS GALLONAGE MATERIALS OF· CONSTRUCTION AND SPECIFIC GRAVITY RATINGS FOR ALL CHEM·TAINER BULK STORAGE TANKS. blMENSIONA~ DRAWINGS ARE AVAIL.ABLE FOR ALL SIZES. REFER TO CHEM-TAINER'S LATEST PRQDUCT CATALOG FOR A LARGE ASSORTMENT OF OPEN TOP TANKS, FITTINGS AND ACCESSORIES. Nationwide Network of 9 Plants with over 500,000 sq. ft. dedicated to manufacturing. ..,,.. For Technical Assistance · or to speak with a Sales Representative Call l -800-275-2436 Between 8 A.M. and 8 P.M. Eastern Time (4) TANK ADAPTERS/BULKHEAD FITTINGS -Ryan Herco Products Catalog Page 1 of 1 Home.,. Products.,. Markets.,. Customer Service.,. About RHF& Search.,. I . ·----· ····--··· 1 keyword or item# Search -·· . . .. -.. PRODUCT INDEX> TANKS> TANKS· BULKHEAD FITTINGS> STANDARD TANK ADAPTER FITTINGS > STANDARD PVC TANK ADAPTER TANK ADAPTERS & BULKHEAD FITTINGS PVC tank adapter. Images shown are representative of the product family.Materials, sizes, and configurations may vary. Images shown are representative of the product family.Mater,afs, sizes, and configurations may vary. MORE INFORMATION: • RHFS Product Guide. pg. 551 .(QQfl FEATURES • Designed for easy adaptation and a free flow of liquids for tank or drum drainage or filling, or as outlets for distribution into a piping system, these Ryan Herco molded tank adapters withstand many times the most extreme service requirements. • Assembly to a tank is simple: Cut a hole in the tank wall (using a hole saw) to the "A" dimension shown below for your fitting size. Remove the locknut from the fitting, leaving the EPDM gasket on the body. Insert the body through the hole in the tank from the inside, trapping the washer between the tank wall and the shoulder of the tank adapter. Screw the locknut back onto the body for a tight, leak-free installation. Cat# Mfg# Description Price Each 7020.005 7020.005 PVC TANK ADPT 1/2" S X T $12.35 7020.007 7020.007 PVC TANK ADPT 3/4" S X T $13.55 7020.010 7020.010 PVC TANK ADPT 1" S X T $14.50 7020.012 7020.012 PVC TANK ADPT 1.25" S X T $17.55 7020.015 7020.015 PVC TANK ADPT 1.50" S X T $21.00 7020.020 7020.020 PVC TANK ADPT 2" S X T $24.65 7022.005 7022.005 PVC TANK ADPT 1/2" TX T $15.75 7022.007 7022.007 PVC TANK ADPT 3/4" TX T $15.85 7022.010 7022.010 PVC TANKADPT 1" T XT $17.90 7022.012 7022.012 PVC TANK ADPT 1.25" T X T $21.65 7022.015 7022.015 PVC TANK ADPT 1.50" T X T $25.00 7022.020 7022.020 PVC TANK ADPT 2" TX T $29.40 1-800-848-1141 Locat10ns Nalionwide: Seivice & Distribulion Centers m Tempe AZ, Anaheim CA (servmg Orange County), Burbank CA {serving Los Angeles County), Sacramento CA, San Diego CA, San Jose CA (also serving the San Francisco Bay Area), Colorado Spnngs CO, Orlando FL, Medley FL (serving Mlami), Naperville IL (serving Chicago/ Chicagoland and the Midwest states), Piscataway NJ (serving New Jersey and New York), Albuquerque NM, Charloue NC, Cleveland OH, Wilsonville OR (serving !he Portland area), West Nomlon PA {servmg lhe Philadelphia area), Austin TX, Grand Prairie TX (servmg the Dallas and Fort Worth areas), Houston TX, Sandy UT {serving the Salt Lake area), Richmond VA {serving !he Distnct of Columbia area), and • Kent WA (serving the Seatlle area) and Vancouver WA. Copyright© 2009 Ryan Herco Flow Solutions All rights reserved http:/ /webcat.rhfs.com/familydetails.aspx?FamID=3129 4/15/2011 t ~ ------------------71 T r------------------------i'r + I. -A- -8- ALL DIMENSIONS SHOWN ARE OUTSIDE PART DIMENSIONS NOTES: 1. DIMENSIONS -A-, -B-AND -H-AS PER TANK SIZE AND MOLD LOCATION 2. DIMENSION -T-(WALL THICKNESS, APPROX.): 1/16 TO 1/8 MATERIAL: POLYETHYLENE CH-m T-' ·n-~ REV. DATE: I: I • 1al c, DRAWN BY: A.R. DATE: INDUSTRIES INC. 361 NEPTUNE AVE. W. BABYLON N.Y. 11704 APP'D: MOLD LOC. THIS DRAWING & DESIGN IS THE PROPERlY OF CHEM-TAINER INDUSTRIES INC. IT MAY NOT BE USED FOR ANY PURPOSE OTHER THAN BY THE OWNER. CHEM-TAINER DOES NOT AUTHORIZE THE REPRODUCTION OR CONVEYANCE OF ANY INFORMATION CONTAINED THEREIN. IN INCHES, AND VARY BY THE STANDARD ROTATIONAL MOLDING TOLERANCE OF ±2% TITLE: F COVER FOR OPEN TOP I PART # TANKS, REFERENCE PRINT TC XXXX F >,- ---.------~J;l 201" 2 • I I -. -11 rr-----77 185" 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~-~-----:U THIS DRAWING & DESIGN IS THE PROPER1Y OF CHEM-TAINER INDUSTRIES INC. IT MAY NOT BE USED FOR ANY PURPOSE OTHER THAN BY THE OWNER. CHEM-TAINER DOES NOT AUTHORIZE THE REPRODUCTION OR CONVEYANCE OF ANY INFORMATION CONTAINED THEREIN. I ~ I ___ __19¾" flL 131" f:=---4 201" 2 I -------1 --- I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ½=-----I -------I JI ------I ____ _J REV. JDATE I FILE NAME CHEM-TAINER DATE lllll.O LOCAl!ON 03/03/05 INDUSTRIES INC. I DRAWN BY: 1cusr. REP. 361 NEPTUNE AVE. W. BABYLON N.Y. 11704 K.Y. (631) 661-8300 FAX: (631) 661 8209 TITLE r-------------i ALL DIMENSIONS SHOWN ARE 6 GALLON RECTANGULAR TANK OUTSIDE PART DIMENSIONS I PAfi:f # IN INCHES, AND VARY BY THE DWG # C-4X1818-11 STANDARD ROTATIONAL MOLDING TOLERANCE OF +2,-3% R4X1818AB/CD LOWER FLAMMABLE LIMIT CALCULATIONS Beckman Coulter 2470 Faraday Ave, Carlsbad, CA 92010 CFM Required for Vapor-Air Mixtures@ </=25% LFL in Exhaust Ducts Cubic Feet of CFM to Keep Volumes of Exhaust Evaporated Air to One Specific Vapor Ventilation Air Evaporation Liquid at 25% Some or AU Input Data Material LFL 25% ofLFL Volume of Gravity Density Needed to Keep Rate gaUs LFL if All of the Location Based On: Vapor @2S¾ LFLPer Liquid is G_al of Liquid Evaporated DTCS-Quick Start Ktt 3 0.7500 132.3333 0.786 141 8007.5128 0.0005 240.2254 D1scovery Lab Based on worst case: [BECK-608120] Acetonitrile (75-05-8) Ethanol [64-17-5] 3.3 08250 120.2121 0.789 1.594 6443.8430 00005 193.3153 Discovery Lab GENOMELAB SNP Start 6 1,5000 65.6667 0.791 1.109 Discovery Lab Based on worst case: [BECK-A23201] 4964.3829 0.0005 148.9315 Methanol [67-56-1} GENOMELAB SNP START 6 1.5000 65.6667 0.791 1.109 4964.3829 Discovery Lab Based on worst case: [BECK-A23201] 0.0005 148.9315 Methanol [67-56-1] TEMED l110-18-9] 0.98 0.2450 407.1633 0.77 4.022 8593.8790 0.0005 257.8164 Discovery Lab [Toluene (108-88-3) 1.2 0.3000 332.3333 0.867 3.188 9947.6435 0.0005 2~8:429'>"' Discovery Lab Triethoxysilyl Modified Poly 1.27 0.3175 313.9606 0.867 3.188 9392.6887 0.0005 281.7807 Discovery Lab Toluene (108-88-3} [72905-90-9] ITriethylamme (121-44-8) 1.2 0.3000 332.3333 0.726 3.5 7587.3131 0.0005 227.6194 Discovery Lab Vmyl Acetate (108-05-4J 2.6 0.6500 152.8462 0.934 3 5181-4935 0.0005 155.4448 Discovery Lab Acetone (67-64-1] 2.6 0.6500 152.8462 o.786 2.01 6508.1241 0.0005 19S.l437· :. ; QCCEQLab Ethanol [64-17-5] 3.3 0.8250 120.2121 o.789 1.594 6443.8430 0.0005 193 3153 QCCEQLab Methyl Alcohol [67-56-1] 6 1.5000 65.6667 o.791 1.109 4964.3829 0.0005 148 9315 QCCEQ Lab ~cetone [67-64-1] 2.6 0.6500 152.8462 0786 2.01 65081241 0.0005 195.2437 QCMDQLab Hydranal-Coulomat AG 6 1.5000 65.6667 0.93 1.109 5836.7586 0,0005 175.1028 QCMDQLab Methanol [67-56-1] [FLUKA-34836] lsopropanol (67-63-0) 2.5 06250 159.0000 0.785 2.079 6542.1953 0.0005 196.2659 QCMDQLab Methyl Alcohol {67-56-1] 6 1.5000 65.6667 0.791 1.109 4964.3829 0.0005 148.9315 QCMOQLab Sodium Cyanoborohydride 1.8 0.4500 221.2222 0889 2.5 8618.7536 0.0005 ~8_.S6i6 --QC MDQLab Solution in Tetrahydrofuran 25895-60-7•1 109-99-91 1,4-Dioxane (123-91-1] 2 0.5000 199.0000 1.034 3.049 7382.4910 0.0005 221.4747 QCRM Acetone (67-64-1] 2.6 0.6500 152.8462 o.786 2.01 6508.1241 0.0005 195.2437 QCRM Ethanol [64-17-5] 3.3 0.8250 120.2121 0.789 1.594 6443.8430 0.0005 193.3153 QCRM Ethyl Acetate [141-78-6) 2.2 0.5500 180.8182 0.902 3.049 5842.6385 0.0005 175 2792 QCRM Methyl Alcohol [67-56-1] 6 1.5000 65.6667 0.791 1.109 4964.3829 0.0005 148.9315 QCRM Propylene Glycol Monomethyl Ether 1.8 0.4500 221.2222 0.922 10.9 2050.1571 0.0005 61.5047 QCRM [107-98-2] Sodium Cyanoborohydride 1.8 0.4500 221.2222 0.889 2.5 8618.7536 0.0005 isslia'ti · . QCRM Solution in Tetrahydrofuran 25895-60-7•1 [109-99-91 lithium Phenylacetyhde 1.8 0.4500 221.2222 0.889 2.5 8618.7536 0.0005 .2s,ss2s._, .. Quahty Control Test Solution m Tetrahydrofuran [4440-01-1] lab [109-99-9] Alco SCRUB Foam 3.3 0.8250 120.2121 0.886 1.594 7236.0518 0,0005 '2'17.0816 Special Fill Room lsopropanol (67-63-0] 2.5 06250 159.0000 0785 2.079 6542.1953 0.0005 196.2659 Special Ftll Room Premoistened Alcohol/DI Clean Wipes 2.5 0.6250 159.0000 0.785 2.079 6542.1953 0,0005 196.2659 Special Fill Room Location of Exhaust: Local exhaust at or near the point of vapor generation proposed. Spill Scenario: Based on largest liquid transfer amount or largest containers, whichever is less -worst case use-open conditions. Evaportation Time-Worst Case Hood Face Velocity: >/=100 fpm Conditions: Spill Depth: </=114" Temperature: </=72oF Definitions: Calculations 25% LFL: Evaporation Rate: <l=0.0005 gin/sec CFM-CubJc Feet of Exhaust Ventilation Needed to Keep Vapors@10% & 25% LFL per Volume of Liquid Indicated LFL = Lower Flammable Limit Reference: NFPA Fire Protection Handbook & NFPA 86 25% of LFL = 0.25xLFL Volume of Air to One Volume of Vapor= (100-25%LFL)/25%LFL Cubic Feet Exhaust Ventilation Needed to Keep@ 25%LFL Gallon of Liquid Evaporated = 4x[(8.33/0.075)lx[(specific gravity/vapor density)] x [(100-LFL)ILFL] CFM = [Cubic Feet per Minute Exhaust Ventilation Needed to Keep @ 25% LFL Per Gallon of Liquid Evaporated] x [Gallons per Minute of Evaporated Liquid] Maintaining vapors at <1=25% LFL required In work areas and allows ducts to extend through other areas. -~ ....._ ------.,___, 3.2 LB2 Mechanical Drawing : E) ' , J ' ..... l ~ . --c------------, co 1' ~ ,:, i.a::::u .. ' j? 'J j? a D ' 'I I )- 965/1280/1870 T 180 1115/1420/2030 lJNU!SluiWWW•tAUD: 1;TOUr1ANCB1S +l-1-2lWIAltlBAUBDGBS 3.ALLUNmlAD- --E:3--@- CLIBNT: t...---.J ,____, \,,,,--..1 '-"---,J '--.J '-----J ~ ___, \-----J" ~ ____, 815 ENGINEEBING QETAU..$ 1 EXHAUST HEPA FlllER 2BLOYIER 3 DO'ANFI..OW UI.PA Fl.lER 4 STNi>ARD UV UGKT REJIUIT IQT smat 5 STNl>ARO IV BAR RElROflT 'KIT PROWllON 6 B.EC1RICAL OU1tET RElROflT ·KIT PROWllON ~ (3 FEET MQOEL -00: SINGµ: 00W IN WORK ZONE LEFT SIDE WALL) (4.1;6 FEET MOOB. -lWO SINGLE OU1tET IN WORK ZONE LEFT ANO .RIGHT SIDEWAU 7 ElECTRICAl PANEL 8~TUCHT 9 PUIG ~llON (2 ON EAQt SIDE) 10 STAINIISS STEEL 'SNQ.E PIECE WORK lRAY 11 STAIIU'SS STEEL. ARMREST 12 DRAIN VAL\£ R£1ROF1T KIT PROWilON 13 ESCO ~ CONlR<X. smat ~: = ==..Ali.ESS STEEL BAa< WALL ANO S8>E WAlll. 18 90£ REMOVABLE PANEL FOR PLUMSIHC ACCESS 17 PRE-flllER _:All (1) -i 11 1 rs II) ,:::: ' I r 6 DRAWN: ,~ ESCO MICRO PTE LTD DllAWN:TO SCAL RANDY sat P1UN'l'BD:NTS I 'lTl'LB: lABCllllURE a.ASS U TIPE 82 DWGNO: DATB: LB2-48 BK»fAZARD SAFETY CABINET XS/4/04 C ·1 ,.~ ~ 1 ·1 r·· l, [ [ [ ,..._ ~ I!!,"-"'.. 21 Chang! South Street 1 Singapore 486m Phone: +65 65420833 Fax: +65 65426920 ~->liir..'4 E-mail: biotech@escoglobalcom Website: b{otech.escoqlobalcom 3.1 Technical Specification mm mm mm mm 40.7" X 33.3" X 52.rx33.3"x61.r 64.rx33.3"x61.r 80.0" X 33.3" X 61.T 61.7" 955x603x715 1260x603x715 1565x603x715 1870 X 603 X 715 mm .mm mm mm 37.6" X 21.3" X 49.6"x21.3" x28.1" 61.6.6" X 21.3" X 73.6" X 21.3"x28.1" 28.1" 28.1· Air cleanliness: ISO 14644.1 Class 3,-IEST-G-CC1001, IEST-G-CC1002 and other equivalent requirements F(lter performance: IEST-RP-CC0~.1. IEST-RP-CC007.1, IEST-RP-CC001.3 and EN1822 Electrical safety: IEC 61010-11 EN 61010-1 / UL 61010A-1 / CSA C22.2 No. 1010.1-92 . Initial setpolnt 0.53 mis or 104-fpm (audible/ Vistial alarm will activate at 0.45mls or ~Ofpm) Initial setpolnt 0.3 mis or 6():tp;n (unlformjty Is +/-o.o~ mis or 16 fpm) 372 anh / 219 cfm 490·anh/ 288 cfm 608 cmh / 358 cfm 872 cinh / 513 ~ 1082 cmh / 636 cfm . 1270 ctnh / 747 cfm 1578 cmti / 929 cfm 726 cmh / 427 cfm 12~ cqih / 760 cfm 1aas cmh 11100 cfm 580Pa/2.331nch 500Pa/2.01 Inch 475Pa/-1.91 Inch 465Pa/1.87inch Water Water Water Water 18014644,1 Class 3, U$ F~ Standard 209E Class 1 / M1.5, AS1386 Class 1.5, JIS ~920'Class 3, 8S5295 Class c, Class M1 o;ooo as per KS27030.1 and equivalent classes ofVDl2083 and AFNOR X44101 ·uLPAfilter with Integral meta! guards and filter frame gaske1s; fully compliant with EN 1822 · and IEST-RP-ccoo1.3·reqt1lrements (da~ cabinet has lndMduardownflow and exhaust··- filteis H13 HEPA filter with integral metal guards and filter frame gaskets; fully compliant wtth EN 1822 and-lEST-RP-CC001.3 requirements Minimum: 99.99962% at 0.3µ,n I 99.9!)965% at 0.12µm 1 ~.99946% at MPPS . Typl~I: 99;9999% at q.3µm / 99 .• % ~ 0, 1?µm / 99.!$99% at MPPS Typical effl<;iency >99.99% at 0.3µm <62 dBA at initial blower speed setting (according to NSF49, reading based on 4 feet model, subject to acoustic propertl811.of test environment) >1000 Lux/ >93 foot candles, measu~ at work S\lrface level (zero background) as per NSF49 test rid 1.5mmt / 0.06" / 16 gauge electro-gplvanlsed st~I with White oven-baked epoxy powder- coated finish 217 kgs / 478 lbs 256 kgs i 564 lbs 305 kgs /672 lbs 353 kgs / 778 lbs 328:kgs / 723 lbs 360 l(gs / 794 lbs 420 k(ls / 926 lbs 515 kgs/ 1135 lbs 346W/2A 360W/2A 380W/2A 396W/2A 1000VA/5A t 1000VA/5A* 1000VA/5A* 1000VA/5A* 600W/5.7A 614W/5.7A 634W/5.7A 650W/5.7A 500VA/5A t 500VA/5A* 500VA/5A* 500VA/5A* 1350x 1100x 1650x 1100x 1930 1950 X 1100 X 1930 2250 X 1100 X 1930 1930mm mm mm mm 53; 1• x 43.3" X 65.0" X 43.3• X 76.0• 76.8• X 43.3" X 76.0" 88.6" X 43.3" X 76.0" 16.0" 2.86 cbm / 101.0 3.50 cbm / 123.6 cbf 4.14 cbm / 146.2 cbf 4.78 cbm / 168.8 cbf cbf ·cabinet has only one outlet *Cabinet has two outlets and 1he specified value Indicates the total outlet power/current for the two outlets • Chapter 3 -Product Specification S.ERVICE SECTION 91 GENERAL DESCRIPTION: ISOLA TDR WALKIN HDDD, FRAM£L£SS CVS INTERIOR SUPERSTRUCTURE :8: -GALVANIZED -(STANDARD> 0 -#304 STAINLESS STEEL LEFT/RIGHT FACIA, :8: -PAINTED STEEL -COLDR, #447 CHAM£L£DN 0 -#304 STAINLESS STEEL UpP£R AIRFOIL, :8: -#304 STAINLESS STEEL (STANDARD> 0 -PAINTED -COLDR• LOWER AIRFDILi :8: -#304 STAINLESS STEEL (STANDARD> 0 -PAINTED -COLDR1 LINER MATERIAL, :8:-PDLY GLASS LIN£R -(STANDARD) 0 -EPDXY RESIN (BLACIO 0 -P.V.C. <WHITE> 0 'XPOLYPROPYLENE: <VHITD 0 -#304 STAINLESS STEEL CSQI.JAR£) SID£ PANELS, :8: -BOTH O -LEFT O -RIGHT :S: -PAINTEJJ STEEL -COLDRr #447 CHAM£L£DN 0 -#304 STAINLESS STEEL SERVICE FIXTURES, :8: -PROVIDED BY JAHESTDWN CAS SHDWN> 0 -PRDVIDED BY DEALER TY& OF FIXTURE, :8: -WATER SAVER FIXTURES -(STANDARD> :0: -REMOTE CONTRDL/RDD DRIVEN -(STANDARD> 0 -FRONT MDUNTED FIXTURE CDATING1 0 -CLEAR EPDXY COATING DVER CHRDME -(STANDARD> :8: -EPOXY CDLDR COATED -INT, FITTING ONLY aNDEX> 0 -£PDXY CDLCR CDATED -INTERICIR & D<TE:RIDR FITTINGS PR£-PLUMBINGI 0 -NONE -FIXTURES LDDSE / HDODS PIP£D IN FIELD :8:-PRE:-PIPED -,COPPER PIP£ 0/Z' Type 'L'-~5 SDLDf:RED> 0 -PRE-PIPED -BLACK PIP£ C3/8' Dio.. THREAI£D> 0 -PRE-PIPED -STN STL PIP£ Cl304SS -318' INa Ttl?£11DE:D> 0 -PRE-PIPED -IJLTRA-P!RE Cl/2' Type 'L' BRAZEDICL&CPPD> 0 -PRE-PIP£D -PDLY-PRCJ <3/8' l¥a THR£AD£D> ELECTRICAL FIXTURES, :8: -PROVIDED BY JAHESTDWN CAS SHOWN> 0 -PROVIDED BY DEALER PRE-WIRING, :8: -PRE-WIRED FIXTURES AS SHDWN 0 -FIXTURES SHIPPED LODSE, INSTALLED IN FIELD 0 -NONE -HDODS WIRED IN FIELD FLO-LIGHT, 0 -INCLUDED -T-12 BALASTS -(STANDARD> :8:-INCLUDED -T-8 BALASTS FLO-LIGHT BULBS, 0 -NONE: -PRDVIDED BY DEALER -(STANDARD> :0: -INCLUDED -INSTALLED BY JAMESTOWN DEFEATABL£ SASH STOPS INSTALLED, :0: -NONE REQUIRED -(STANDARD> 0 -PROVIDED BY JAMESTOWN <TO CREATE AN 18' CLEAR SASH DP£NING> VENT KITS INSTALLED, :0: -NONE REQUIRED 0 -PROVIDED BY JAHESTDWN (AS SHDWN> 0 -BOTH O -LEFT O -RIGHT WORKTDPS/CUPSINKS1 0 -PROVID£D BY JAHESTDWN CAS SHOWN> :8: -PROVIDED BY DEALER TY& OF MATERIALi 1 1/4' Thk. EPOXY FLOOR ¼ 'q- 72" k 11 1/2n , 2" 2 5/16" t ~ "' ~1t .. ;; :r:1~. ~- I ~ 1 1/4"1 l l l 30" '1 CLEAR 1/jT. '1 44 'l l '1 i~ ' BLOIW:R_ ,q-:i: Sl\fTCH .,._ 1B5FCN-LRC/NITR0- r,... 185FCN-LRC/ARGON- CO L3185FCN-LRC/AIR-,1-. I~ LJ185FCN-LRC/VAC- PWG- 120V GF1 20 AMP_ DUPLEX RECET El 0 I .5" 36" 11 3/4" 36n •) 0 0 00 :o: 00 JMP FUMEHOOD 1-800-772-2567 Manuf<lotu* l>y JAMESTOV,t,1 METAL PRODUCTS l1EII NO. ! 111co-354,·5! sat. NO. I 001 I DESIHP'IIOII I F-2D0-'11ml I fflE I 05/111/00 I Cl'ClES I IID/110 I WI.TAGE I 120 IIA)(, KY& I 2.4 I IIAX. AIIPSI I FtlASE ITJ 91W ORllEII 1 111413 ~ SMOKED TEMPERED OBSERVATION GLASS /4 /, . m • • 0 • + + ~ I CLEAR TEMPERED SASH GLASS + ' +/4 62" (Clear Interior) .5n 72" ALARM PREWIRED NOm F FUME HODD IS SUPPUED WlHOUT EI.EC1RIIW. FDC1UR£S, -0 II FE.I) IIUST BE ACCOIRJSIE) USIIC UL US1iD ELEC1RICM. F1X11JIIES, WU DIISEIMNQ HEX) STANDARDS AND L0CM. ELEC!RICAI. C00ES JAMESTOWN METAL PRODUCTS APPROVAL BLOCK 0 APPROVED AS SHOWN 0 APPROVED \./ITH CHANGES AS NOTED, SIGNA TUR£ AND DA TE 12" Dia. DUCT COLLAR 18 Ga. #304 STN.STL. VELDCITY ALARM TEL AFA1000/1 --yJg~! ls~ITCH --PLUG --PLUG --PLUG --PLUG --PLUG __ 12ov GFI 20 AMP DUPLEX RECEPT • ~i .D ~ 42 1/2" ! 3a ~:· ! ts 1L2" :0: -EPOXY RESIN / BLACK -(STANDARD> o -.a~n.s .<,TATA/I,:'<,~ <,T"'"'' ,C:~iu~ R.H. INTERIOR L,H. IN' L ._, '' ,._, ..... -.. ,v~. -I VIEW SECTION VIEW 6-:,P'x 6': (STANDARD> -,_.w,,, ..., ... , .. ,;. -· -- 0 -3' X 9' AIR FLD\I DATA• SASH 31 1/2' OPEN -SASH .18' -OPEN HOOD ,I: M-HC0-354 3 JAM-Es TOWN ]SEC SCR (SOUTHERN CA REG I BECKMAN CllUL TER SALES ORDER ASS£MBLY & CRATINGt \IIDTH DUCT DIA, 100 FPM DATA 100 FPM DATA DWG #: ,..,...,, ~ .. ,., r.A o-:,nno :8:-PRE-ASSEMBLY AND PALLETIZATION -<STANDARD> 720 1/120 QUANTilY: 1 IETALPRmlUC1S/JUr="V£ SCALE• 1/2' = 1' I DATE• I DRA\JN BY• 1 94 83 0-PRE-ASSEMBLY/ KNOCK DOWN CKD> SHIPMENT 1398 CFM@,71'SP 818 CFM@,251SP ~~~wv"~~ I 05/19/2009 l JARED LOW£ SECTIO/ GENERAL DESCRIPTION: ISOLA TDR BENCH HDOD1 FRAMELESS CVS INTERIOR SUPERSTRUCTURE :S: -GAL VANIZ£D -<STANDARD> 0 -#304 STAINL£SS ST££L LEFT/RIGHT FACIA, :S: -PAINTED ST££L -CDLOR• #447 CHAMELDN 0 -#304 STAINLESS ST££L UPPER AIRFOIL, :S: -#304 STAINLESS ST££L <STANDARD> 0 -PAINTED -CDLOR• LD't/ER AIRFDILt :S: -#304 STAINLESS ST££L <STANDARD> 0 -PAINTED -CDLOR• LINER MATERIALi :S:-POLY GLASS LINER -<STANDARD> 0 -£POXY R£SIN <BLACI<> 0 -P. V.C. (WHIT£> 0 -POLYPROPYLENE: <WHIT£> 0 -#304 STAINLESS ST££L <SQUARE> SID£ PANELS, :S: -BDTH O -LEFT O -RIGHT :S: -PAINT£D STEEL -CDLORo #447 CHAMELDN 0 -#304 STAINLESS ST££L SERVICE FIXTURES, :S: -PROVIOCD BY JAHF:STOWN <AS SHOWN> 0 -PROVIOCD BY 1£AL£R TYPE Df FIXTURE, :S: -VAT£R SAV£R FIXTURES -<STANDARD> :S: -R£HOT£ CDNTRDL/RDD DRIVEN -<STANDARD> 0 -FRONT HOUNT£D FIXTURE COATING, 0 -CLEAR £PDXY CDATING OVER CHRDHE -<STANDARD> :S: -EPOXY CDLDR CDAT£D -INT. FITTING DNL Y <INDEX> 0 -£PDXY CDLCR CDA 1£D -INTERIOR & D(T£RIDR FITTINGS PRE-PLUMBINGt 0 -NON£ -FIXTUR£S LOOS£ / HOODS PIPE:D IN FIELD :S:-PRE-PIPED -COPPER PIP£ Q/2' Type 'I.'-"/~ SDLD!Rf:D> 0 -PRE-PIPED -BLACK PIP£ <318' 11/Q. THREAI£D) 0 -PRE-PIPED -STN STL PIP£ <l~SS -318' Na ~AD£D> 0 -PRE-PIPED -IJLTRA-PUR£ <V2' Type 'L' BRAZ£D/CL&CPPD> 0 -PRE-PIPED -POLY-PRO <3/8' Ba TIKADDI> ELECTRICAL FIXTURES, :S: -PROVIOCD BY JAH£STOWN <AS SHOWN> 0 -PROVIOCD BY DEALER PR£ -WIRING, :S: -PR£-VIR£D FIXTURE:S AS SHOWN 0 -FIXTURES SHIPPED LOOS£, INSTALLED IN FIELD 0 -NONE -HDDDS WIRED IN FIELD FLD-LIGHTi 0 -INCLUOCD -T-12 BALASTS -<STANDARD> :S: -INCLUOCD -T-8 BALASTS FLD-LIGHT BULBS, 0 -N[]}E -PRDVII£D BY OCAL£R -<STANDARD> :S: -INCLUOCD -INSTALLED BY JAHF:STOWN DEFEATABLE SASH STQPS INSTALLED, :S: -NONE REQUIRED -<STANDARD> 0 -PROVIOCD BY JAHF:STOWN <TO CR£AT£ AN JS' CLEAR SASH OPENING> VENT KITS INSTALLED, :S: -NONE R£QUIR£D 0 -PRDVIOCD BY JAHF:STOWN <AS SHOWN> 0 -BOTH O -LEFT O -RIGHT 't/QRKTDPS/CUPSINKS1 0 -PROVIOCD BY JAH£STOWN <AS SHOWN> :S: -PROVIOCD BY KALER TYPE Df MATERIAL, :S: -EPOXY RESIN / BLACK -<STANDARD> 0 -#304 STAINLESS ST££L CUPSINK1 0 -BDTH O -L£FT O -RIGHT O -NON£ 0 -3' X 6' -<STANDARD> 0-3'X9' ASSEMBLY & CRATING, :0: -PR£-ASS£HBL Y AND PALLETIZATION -(STANDARD> 0 -PR£-ASS£HBL Y / KNOCK DOWN CKD> SHIPMENT JMP FUMEHOOD 1-800-772-2567 Manufactured by JAMESTOWN METAL PRODUCTS l'ID,I NO. ! MHC0-3540 I SER. N0.1 001 I DESal!PllON I F-100-721)3() I ~ I 05/19/09 I C'l'CLES 50/$0 VQ.TAGE ~ MAX. KWS. I 2.4 I MAX. AMPS I 20 I PHASE GJ SAl.£S ORll£R I 19483 I 2 5/16" t ro .... ;:r; t;:;I ~!~ !N ~~ -~o ~ AIR F"LOIJ DATA• IJIDTH DUCT DIA, 728 1/126 : 11 1 .i_; I I -. -. I I '• I 11 I I I I I I •II I ••• I 11 ~ _El __ :·i -----: I ----J. ------- 0 I 30n CLEAR INT.n 41 1/4 L.H. INTERIOR SECTION VIEW SASH 28' OPEN SASH 18' OPEN 100 FPM DATA 100 FPM DATA 1205 CFM@.41''SP 775 CFM@.171SP k 1 --1 (0 "II-I") 4 5/8" SLOVER_ Sl'lfTCH -LRC/ARGON- PWG-11• 20V GF1 20 AMP __ DUPL£X RECET ~ 'I J6n 36" 10 1/4" ~ •) 0 0 00 :o: NOlE: F FUME HCl0D IS SUPPUED WlllWT EL£CTRICM. FlX1UR£S, -D IN FEJ) MUST liE AOCOIIPU!HD USIIG UL LJSm) El!CIRICAL f1X1\IRE!l, VIHU: DIISER\1NG HEX: STNl>ARDS N«> LOC.-L ELl:CTRICAI. C0DEB JAMESTOWN METAL PRODUCTS APPROVAL BLOCK 0 APPROVED AS SHO'wN 0 APPROVED v/ITH CHANGES AS NOTED, SIGNATURE AND DAT£ ALARM PREWIRED 12" Dia. DUCT COLLAR 1 B Ga. #304 STN. STL. 1// SMOKED TEMPERED /, 1/ OBS£RVA TION GLASS /~ "'fflll LIGHT SWITCH l!I -J20V, JSA • -PLUG V£LOCITY ALARH TF:L AF"AJ000/1 I~-I . ·11-PLUG .;. Ct£11R T~Mfa£R£B I 11 • -PLUG SASH tLASS ,ti 62" (Clear Interior) 72n •II-PLUG 4Jli .Sn --PLUG J2DV GFI eo ltHP --DUPLEX REC£PT °I" 8 1/2" m- Oilr~~ 0 t V 37" q4 1/4" -41 1/4n R,H. INTERIOR SECTION VIEW ~~go/: MHC0-3540 JAMESTOWN !SEC SCR (SOUTHERN CA REG I BECKMAN CDUL TER SALES ORDER # rA">I ,..,An r.A a~n/lQ 19483 QUANTilY: 1 /ETN.. Ftll!11IUCTS / J711 llJM:ICnlJI£ ~\I& SCALE1 1/2' = 1' I DATE• I DRAWN BY• ,.,. ow~~ l!'ffoJ:,'lOI-I 05/19/2009 I JARED LD\,IE £-IMI!.• VW...-:sTIIIINCDI GENERAL DESCRIPTION: ISOLA TOR B£NCH HDDD1 FRAM£L£SS CVS INT£RIDR SUPERSTRUCTURE )3( -GAL VANIZE:D -(STANDARD> 0 -#304 STAINLESS STE:E:L L,E.IL.lsl!i.1::1.[ ElJC.IA, )3( -PAINTED STE:E:L -CDLOR• #44 7 CHAMELEON 0 -#304 STAINLESS STEEL l.lE&R lJifsE.D.IL1 )3( -#304 STAINLESS STEEL (STANDARD> 0 -PAINTED -CDLOR• LD.\v£R MfsE.D.Il.1 )3( -#304 STAINLESS STEEL (STANDARD> 0 -PAINTED -CDLOR• Lit:J.t.R M.d.It.€ML1 )3( -POLY GLASS UNE:R -<STANDARD> 0 -EPOXY RESIN <BLACIO 0 -P, V,C. <WHIT£> 0 -POL YPRDPYL£NE: (WHIT£> 0 -#304 STAINLESS STEEL (SQUARE> S.I~ E.dt:J.t.LS.1 )3( -BOTH O -LE:F"T O -RIGHT )3( -PAINTED STEEL -CDLDR• #447 CHAMELEON 0 -#304 STAINLESS STE:£L ~R')t!C£. EIX.IIJ.RES.1 )3( -PROVIDED BY JAHE:STDWN (AS SHOWN> 0 -PROVID£D BY OCALE:R rt.eE {1[. £IX.IIJ.fi.E1 )3(-WATER SAVER FIXTIJRE:S -(STANDARD> )3( -RDfOTE: CDNTRCJL/RCJD DRIVEN -(STANDARD> 0 -FRONT HOUNT£D £IX.TU8E, C.D.d.Ilt:J.G.1 0 -CLEAR £PDXY COATING DVE:R CHRDHE: -<STANDARD> )3( -£PDXY CDLDR CDA T£D -INT. FITTING DNL Y aNDE:X> 0 -EPDXY CDLCR CDATE:D -INTE:RICJR & E:XTE:RWR FITTINGS e.RE.-e.Ll.lMIUt:J.G1 0 -NON£ -FIXTURE:S LOOS£ / HOODS PIPED IN FIELD )3(-PRE:-PIPED -CDPP£R PIPE: 0/2' Type 'L'-9'/~ stJLDERED> 0 -PRr ..:PIPED -BLACK PIPE: (318' Dia. THRrAIIED> 0 -PRr-PIP£D -STN STL PIPE: (l304SS -3/8' !Na TfREli11£D> 0 -PRr-PIP£D -ULTRA-PIM CJ/2' Type 'L • BRliZEDICL&CPPD> 0 -PRr-PIP£D -PDLY-PRD <3/8' l¥a THRE:ADE:D> £L£CTRICAL FIXIUR£S1 )3( -PROVIDED BY JAHE:STDWN CAS SHOWN> 0 -PROVIDED BY DE:ALE:R PR£ -'lil.fll.f:lG.r )3(-PR£-WIRE:D FIXTURE:S AS SHOWN 0 -FIXTURES SHIPPED LOOS£, INSTALLED IN FIELD 0 -NON£ -HOODS WIRED IN FIELD ELD.-LIG.1::1.D 0 -INCLUD£D -T-12 BALASTS -(STANDARD> )3( -INCLUDED -T-8 BALASTS ELD.-LIYl::I.I 11.1.ll.IJ.S.1 0 -NON£ -PRDVIDE:D BY OCALE:R -(STANDARD> )3( -INCLUD£D -INSTALLED BY JAHE:STDWN D.t.Et.lJid.11.LE S!J~ S.ID.e.S. INSI.lJI.LQ2.1 )3( -NON£ REQUIRED -<STANDARD> 0 -PROVIDED BY JAHE:STOWN <TD CREATE: AN 18' CLEAR SASH OPENING> VENI KI.IS. It:J.S.TALL£D, )3( -NON£ REQUIRED 0 -PROVIDED BY JAHE:STDWN CAS SHOWN> 0 -BOTH O -LEFT O -RIGHT \v[JRKIDPS/CUPS.Zt:J.K.S.1 0 -PRDVID£D BY JAHE:STDWN CAS SHOWN> )3( -PRDVID£D BY DE:ALE:R IY.EE D.E Md.It.€ML1 )3( -EPOXY RESIN I BLACK -(STANDARD> 0 -#304 STAINLESS ST£E:L C./.les!.t:J.K.r 0-BOTH 0-LE:FT 0-RIGHT 0 -NONE: 0 -3' X 61 -(STANDARD> 0-3'X9' dS.S.EMBJ..'f. & CRAIING, )3(-PR£-ASSEJ4BLY AND PALLETIZATION -(STANDARD> 0 -PR£-ASS£HBL Y / KNOCK DDWN CKD> SHIPHE:NT JMP FUMEHOOD 1-800-772-2567 Manufactured by JAMESTOWN METAL PRODUClS llEN NO. I MHC0-3541 I SER. NO, I 001 -002 DESal!PllON I F-100-72030 I == I O!l/19/09 Cl'ClES I S0/80 I VCLTAGE [ 120 MAX. KW$. I 2.4 I MAX. ANPSI 20 PHASE GJ SALES ORO£R I 111483 2 5/16n t p:;) I I •• I I I I I I I I I •II I I I I I I I .... ~, ~!~ c:\j~~ .... ~f a··: . I • I I -: I OE: ~- ~ L.H. INTERIOR SECTION VIEW I II I I ••• AIR FLO'J DATA• SASH 28' OPEN SASH 18' OPEN 'JIDTH DUCT DIA, 100 FPM DATA 100 FPM DATA 7211 1/1211 1205 CFM@.41 'SP 775 CFM@.17'SP 12 13/16" I r: "' t<') L 1 ~ 4 5/B"i 2 " PVC VENT KIT BJ-&~- -LRC/ARGON- -LRC/H£LIUM- LJ:'CN-LRC/NITRO- -LRC/VAC- L.3 W-5-VBC/C.. W.- 20V GFI 20 AMP DUPLEX R£CE:T- 72" ~ 'I 36" 36" 10 1/4" , ~ o o oo 'o' C> •• 1101£: F F1ME HOOO IS SUPPIIED WTHllUT ElEC1RICAL F1X1UR£S, -0 II FElll IIUSl' BE A0C0IFUSHED USIIC UL usm> EI.ECIRICAL FDClURES, WILE DBSER\1NG NEC STANDARDS AHO l.0CM. EI.ECIIIICAL CllDES JAMESTOWN METAL PRODUCTS APPROVAL BLOCK 0 APPROVED AS SHO\.IN 0 APPROVED \./ITH CHANGES AS NOTED. SIGNATURE: AND DATE: ALARM PREWIRED 12" Dia. DUCT COLLAR 18 Ga. #304 STN.STL. 10,, I, I, PVC VENT KIT 2" l l 1// SMOKED TEMPERED /, 1/ OBSERVATION GLASS /,,.,; ·"mil LIGHT swITcH VE:LDCITY ALARH TEL AFA1000/1 l!I -12ov, 15A • -PLUG •11-PLUG I~ I CLEAR TEMPERED I II • -PLUG + SASH GLASS ~! ..&11° i ~. 62" (Clear Interior) 72" --L3185FCN-LRC/VAC --PLUG __ 12ov GFI 20 AHP DUPLEX RE:CE:PT ! ---r 37" 41 1L4" ~4 R.H. INTERIOR SECTION VIEW 8 1/2" s: ~ .... 1/4" HOOD#: MHC0-3541 JAMESTOWN !SEC SCR (SOUTHERN CA REG I BECKMAN CDUL T£R SALES ORDER NO. CARLSBAD CA 92008 19483 QUANTITY: 2 /fE:TN. -..:TS/ 2711 ILM:KS7IIN£ ~V£ SCALE• 1/2' = 1' I DATE• I DRAw'N BY• ""'cm>~~,::<~'101-I 05/19/2009 I JARED L[J\v£ £-fMIL, lo/W..wES7IIWCIJN ... . G£N£RAL D£SCRIPTION: ISDLATDR WALKIN HDDD1 FRAMELESS CVS lt:J.IC.RIDR SLJPERSTRUC[URE )8( -GAL VANIZE:D -<STANDARD> 0 -#304 STAINLESS STE:E:L L.([U,RIGtf.[ EAC.!A.1 )8( -PAINTED STE:E:L -CDLDR1 #447 CHAHEL£0N 0 -#304 STAINLESS STE:E:L IJPPE/s. tJlls£.lllL1 )8( -#304 STAINLESS STE:E:L (STANDARD> 0 -PAINTED -CDLDR1 L.QWER tJ.llsE.D.lL.1 )8( -#304 STAINLESS STE:E:L (STANDARD> 0 -PAINTED -CDLDR1 L.W.C.R MA IC.&.ItJ.L.1 )8( -POLY GLASS LINER -<STANDARD> 0 -EPOXY RESIN <BLACIO 0 -P. V.C. (WHIT£> 0 XpoL YPRDPYLE:NE: (WHIT£> 0 -#304 STAINLESS STE:E:L (SQUAR£> SI~ E:.dt::J.C.L.S.1 )8( -BDTH O -LEFT O -RIGHT )8( -PAINTED STE:E:L -CDLDR1 #447 CHAHEL£0N 0 -#304 STAINLESS STEE:L s.(fs.':il~ E.IX.IIJ.RC.S.1 )8( -PROVIDED BY JAHE:STDWN (AS SHDWN> 0 -PROVIDE:D BY DEALER rt.PE D.E. E.lX.IIJR£.1 )8( -WATER SAVER FIXTURF:S -(STANDARD> )8( -REMOTE: CDNTRDL/RDD DRIVEN -<STANDARD> 0 -FRDNT HDUNTE:D £IX.Ill~ '1::J.A I11:J.G., 0 -CLEAR EPDXY CDATING DVE:R CHRDHE: -(STANDARD> )8( -EPOXY CDLDR CDATE:D -INT. FITTING DNL Y aNDE:X> 0 -£PDXY CDLCR CDATF:D -INT£RIDR & D<TERlDR FITTINGS PRE-PLUMBING, 0 -NON£ -FIXTURF:S LDDSE: / HDDDS PIPED IN FIELD )8( -PR£-PIP£D -Cl1PPER ,PIP£ a/Z' Type 'L '-9515 SDLD£R£D> 0 -PR£-PIP£D -BLACK PIP£ (318' INa. ~AJED) 0 -PR£-PIP£D -STN STL PIP£ (l304SS -3/8' Illa TfREIID£D> 0 -PR£-PIP£D -ULTRA-P!RE <1IZ' Type 'L' BRAZEDICL&CPPD> 0 -PR£-PIP£D -PDLY-PRD (3/8' Db TIKADED) ELECTRICAL FIXTURES, )8( -PROVIDE:D BY JAHE:STDWN (AS SHDWN> 0 -PROVIDE:D BY D£AL£R PRE -'lil.81.t::IY.r )8( -PRE-WIRED FIXTURE:S AS SHDWN 0 -FIXTURES SHIPPED LDDSE:, INSTALLED IN FIELD 0 -NDN£ -HDDDS WIR£D IN FIELD E.L.D.-L.I!i.tf.Ir 0 -INCLUDE:D -T-12 BALASTS -(STANDARD> )8( -INCLUDED -T-B BALASTS E.L.D.-L.lu.tf.I B.!J.L.B.S.1 0 -NON£ -PRDVIDE:D BY DE:ALE:R -(STANDARD> )8( -INCLUDED -INSTALLED BY JAHE:STDWN 12E.E(tJ.It3.B.L.( S.tl~ S.ID.f:.S. INSU,,L.L.ED1 )8( -NON£ REQUIRED -(STANDARD> 0 -PROVIDED BY JAHESTDWN (TD CREATE: AN 18' CLEAR SASH DPE:NING> VENI KITS lt:JS.Ul.L.L.£12.1 )8( -NON£ R£QUIR£D 0 -PROVIDED BY JAHESTDWN <AS SHDWN> 0 -BDTH O -LEFT O -RIGHT ! 'JtL.l1RKID.f:.S.L.C.LJPSit::J.K.S.1 0 -PROVIDED BY JAHE:STDWN <AS SHDWN> )8( -PROVI1J£D BY D£AL£R IY.& D.E MdIC.fs.l{jL.1 )8( -EPOXY RESIN / BLACK -(STANDARD> 0 -#304 STAINLESS STE:E:L Cl.lf:.Slt::J.K.1 0-BDTH 0-LE:FT )8( -3' X 61 -(STANDARD> )8(-RIGHT 0-NDNE: 0-3'X9' dS.s.(t:1.11.L. Y. & CRA III:Jy1 )8( -PR£-ASSE:HBL Y AND PALLE:TIZATIDN -(STANDARD> 0 -PRE-ASSEMBLY / KNDCK DDWN <KD> SHIPMENT 1 1/4' Thk. £POXY FLOOR I:: i 72" l 'I 2n J6n 11 3/4" .36" · l O O 00 :o: 00 JMP FUMEHOOD 1-800-772-2567 llanufactu~ by JAMESTO'I\N METAL PROOUC'IS llEII ND. 1-1 sa NO.I ODI DESIJIIPllOII I F-211D-721>31 I ~ 1 Oll/111/09 C'IQES I IIO/eG I YOI.TACE ~ IIAX. KY& I :2.4 I IIAX. AIIPS Q PHASE EJ SAID OltDER I 19483 ~ ALARM PREWIRED N<1IE': F FUME HOOO IS Slll'PIJID 'MTIICUT ELEXl1RICH. FIXIUIES, -Cl IN FELD IIUST BE ACCCIFIJ!HD USIIC UL US'IED El.£C1RICAI. FIXl\lRES. 1H1.E 0BSERYINQ NEC STNl>ARDS Nil ~ El.£C'IRICAL CllD€B JAM£STOWN METAL PRODUCTS APPROVAL BLOCK 0 APPROVED AS SHOWN 0 APPROVED \./ITH CHANGES AS NOTED. SIGNA TUR£ AND DATE 12n Dia. DUCT COLLAR 18 Ga. #,304 STN. STL 7 1J2n 1, r, I 2" 1 1 t ~It 0, ;,. ~i:j tr) ~'5 ~ 1 1/4"1 AIR FLD'w' DATA• 'w'IDTH DUCT DIA, 7211 1/1211 Io I 0 ~--r .. i.:1 3:. I !i l l l l 30" 1 CLEAR I/IT. .. 44 1 .. L.H. INT£RIOR SECTION VI£W SASH 31 1/2' DPEN SASH 18' OPEN 100 FPM DATA 100 FPM DATA 1398 CFM@, 71'SP 818 CFM@,25'SP BJ-&~- 'CN-LRC/NITRO- ~~CN-LRC/ARGON- CO lb1BSFCN-LRC/AIR-,1-fJ/185FCN-LRC/VAC- c:i PWG--11• 120tuPth~ltfr-Ill ~ SMOK£D TEMPERED £ lllll-¥ft0ff!fofh1RH I' OBS£RVA TION GLASS /~ 41 . I 1 qi _ LIGHT SWITCH . . . . 1.:1 J20V, 15A ~ + + I CLEAR TEMPER£D SASH GLASS + l +i Li • -PLUG • -PLUG • -PLUG • -PLUG -L31B5W-9RSVBC/C,W, -ID'i¥.c'1fkl&tr ~~ r~;o Ji 0 0 0 0 42 1/2" ls"i 62" (Clear Interior) 1_5» 1 72n ! 38 ~:· ! 15 1/2" HOOD#: MHC0-3542 JAMESTOWN QUANTITY: 1 11/ETN. l'llll!llJCTS ,, J711 JUCa7IIN£ ,IV£ ,,,.ow~~=o}t'1fll~ E-fWl.o VW.MHES1'IM,ICIII R.H. INT£RIOR SECTION VIEW !SEC SCR (SOUTHERN CA REG I BECKMAN COULTER /'A"'' ,-nAn /'A qpnflR SCALE• 1/2' = 1' I DATE• I DRA'v/N BY• I 05/19/2009 I JARED LDWE SALES ORDER NO. 19483 ---------- ',, fSi::I AIRC::ONDITIONING ~ SPECIALTIES COMPANY SUBMITTAL DATA JOB NAME & LOCATION Beckman Coulter QVCA San Diego, CA MECHANICAL CONTRACTOR Pacific Rim Mechanical @- QUANTITY 1 EQUIPMENT COVERED MARK-FOR H-1 MODEL# VLC12-lw/ Single Tube PREPARED BY JEREMY BREWER AIR CONDITIONING SPECIALTIES COMP ANY 10755 SCRIPPS POWAY PARKWAY #443 SAN DIEGO, CALIFORNIA 92131 (858) 442-7158 Note: Submission of these drawings or documents does not constitute part performance or acceptance of any contract. DATE: 7/5/2009 REVISION#: SALESPERSON: Jeremy Brewer -'ac~ ~c-P, PROJECT: MECHANICAL CONTRACTOR: EQUIPMENT SUBMITTED: REPRESENTED BY: SD 3/22/2008 AIR CONDITIONING SPECIAL TIES COMPANY 850 E. LA HABRA BLVD. LA HABRA, CA 90631-5532 (562) 694-8543 • (714) 738-7711 FAX(562)697-6296 10755 Scripps Poway Pkwy#443 SAN DIEGO, CA 92131-3924 PHONE: (858) 442-7158 FAX: (858) 201-6951 E-Mail: sales@acspecialties.com • www.acspecialties.com • jbrewer@acspecialties.com SUBMITTAL DATA NOTES Beckman Coulter QVCA San Diego, CA Pacific Rim Mechanical San Diego, CA Tag Number H-1: DriSteem Electric Steam Generator (VLC) with DriSteem Single Tube Dispersion. Special Notes: Electric Steam Generator intended for use with de-ionized or reverse osmosis make-up water only. Duct dimensions submitted for single tube dispersion are preliminary and are to be confirmed prior to release of order. Outside air quantities listed in following data are the maximum amounts of outside air that can be humidified to set point at design conditions. Air Conditioning Company San Diego, Ca Jeremy Brewer 858-442-7158 QUALITY EQUIPMENT AND SERVICE SINCE 1982 DRI-STEEM Vaporstream Humidifier Schedule and Features Vaporstream Model VLDI The following is a description of the Vaporstream Model VLDI humidifier proposed for use on the subject project. Primary voltage/phase is 480V-3 Phase. Control cabinet voltage is 24 volt. Q!y. 1 Tag# Model Max Capacity H-1 VLC12-1 22.9Ibs/hr Dispersion method Single Tube The above Vaporstream Model VLDI electric humidifier is furnished with: 1. Stainless steel evaporating chamber with manual drain Duct dimensions 34"Wx30"H 2. Vapor-logic®3 microprocessor-based control system with digital display keypad module. System monitors all Inputs, and controls outputs for active water level control. System maintains and monitors water level with a float-operated makeup valve and low water cutout float switch. System provides Lon Talk® interoperability with a building management system 3. Interoperability with building management system using Lon Talk® 4. ETL and C-ETL approved factory-wired humidifier 5. UL and C-UL approved electric immersion heater elements with lncoloy sheathing 6. Heater over-temperature manual reset thermostat as redundant protection to the main controller (one thermostat per humidifier tank) 7. ETL and C-ETL approved NEMA-12 control cabinet containing: a. Step-down transformer b. Numbered terminal strip c. Fusing and fuse blocks on multiple stage systems only d. Vapor-logic3 control system wired and programmed Vaporstream Models VLC and VLDI Optional Equipment Optional items marked below are included with equipment submitted. X 1. X 2. X 3. X 4 X 5. X 6. Vapor-logic®3 system with end of season drain (optional only on Model VLDI) Vapor-logic3 time-proportioning (TP) modulation control (one to four stages) -X_without transmitter On-off duct humidistat, range 15-95% RH; may also be used as a high limit controller ] Control cabinet mounted directly to humidifier Airflow proving switch; prevents humidifier from operating without air flow Condensate Water Tempering Device (Drane Kooler) X 7. Factory insulation: All surfaces except front of humidifier and louvered heater cover to have 1" semi-rigid insulation covered with aluminum foil DRI-STEEM" Vaporstreami Humidifier Schedule and Features Rev. 02/07 Page 1 of1 VAPORSTREAM® mechanical/electrical specifications VAPORSTREAM dimensions Without mounted control cabinet VLCNLDI model A (length) * t B (width) C (height) t (kW -stages) inches mm inches mm inches mm 2-1, 3-1, 4-1, 5-1 7.52 191 22.00 559 18.88 480 6-1, 9-1, 12-1, 12.85 326 22.00 559 18.88 480 16-1, 21-1, 25-1 12-2, 18-2, 24-2, 20.35 517 22.00 559 18.88 480 32-2, 42-2, 50-2 18-3, 27-3, 36-3, 27.85 707 22.00 559 18.88 480 48-3, 63-3, 75-3 24-4, 36-4, 48-4, 35.35 898 22.00 559 18.88 480 64-4, 84-4, 100-4 =El With mounted control cabinet option •• VLCNLDI Max. A' (length 2) * B' (width 2) C' (height 2) t model control (kW -stages) cabinet size inches mm inches mm inches mm 2-1, 3-1, 4-1, 5-1 M 16.35 415 30.31 770 6-1,9-~ 16-1,2 ·, • M 29.88 759 30.31 770 12-2, 18-2, 24-2, L 29.88 759 34.11 866 32-2, 42-2, 50-2 18-3, 27-3, 36-3, XXL 31.88 810 46.11 1171 48-3, 63-3, 75-3 24-4, 36-4, 48-4, XXL 31.88 810 46.11 1171 64-4, 84-4, 100-4 Notes: * Add 5" (127 mm) for fill valve and drain except on VAPORSTREAM VLDI models with manual drain add 3" (76 mm). ** Dimensions include largest mounted control cabinet for these models. Actual dimension may be smaller. t For all VAPORSTREAM models with optional insulation, add 1" (25 mm) to Dimensions A, C and C'. DRI-STEEM® Humidifier Company July 19, 2002 A A' VLC-OM-027 VAPORSTREAM Mechanical/Electrical Spec.2 VAPORSTREAM® mechanical/electrical specifications · Standard control cabinet dimensions (NEMA-12) Cabinet Dimensions Shipping weight* size inches lbs kg mm .2-16 h X 14 W X 6 d 406 h X 356 W X 152 d 32 15 lM.J 20 h X 20 W X 7 d 508 h X 508 W X 178 d 55 25 L 24 h X 24 d X 7 d 610hx610wx178d 73 33 XL 30 h X 24 W X 9 d 762 h X 610 W X 229 d 91 41 XXL 36 h X 30 W X 9 d 914 h X 762 W X 229 d 136 62 Notes: * In addition to shipping weight of humidifier Required clearances Note: Back: 6" (152 mm) 36" clearance must be provided from the front of the control cabinet when the control cabinet is mounted on the VAPORSTREAM. See Page 9 for cabinet mounting locations by model. Left side: 36" (914 mm) DRI-STEEM® Humidifier Company Top: 18" (457 mm) Right side: 6" (152 mm) Front: 36" (914 mm) Cleanout tray Floor: 24" (610 mm) DC-1181 July 19, 2002 VAPORSTREAM Mechanical/Electrical Spec.4 VAPORSTREAM® mechanical/electrical specifications VAPORSTREAM weights and control cabinet sizes by model Control cabinet size ** VLC Shipping Operating (S, M, L, XL, XXL) VLDI weight weight model Single-phase power Three-phase power {kW-stages) lbs kg lbs kg 120V 208V 240V 480V 600V 208V 240V 480V 600V 2-1 35 16 79 36 s s s M M 3-1 35 16 79 36 s s s M M 4-1 35 16 79 36 s s s M M 5-1 35 16 79 36 s s M M 6-1 57 26 157 71 s s M M s M M M 9-1 57 26 157 71 M s M M s M M M ( 12-11 57 26 ,, 157 71 M M s M fivil M -16-1 57 26 157 71 M M M M M M 21-1 57 26 157 71 M M M M 25-1 57 26 157 71 M M M 12-2 79 36 237 108 L L L L L L L L 18-2 79 36 237 108 L L L L L L L L 24-2 79 36 237 108 L L L L L L 32-2 79 36 237 108 L L L L L L 42-2 79 36 237 108 L L L L 50-2 79 36 237 108 L L L 18-3 110 50 326 148 XL XL XL XL XL XL XL XL 27-3 110 50 326 148 XL* XL* XL XL XL XL XL XL 36-3 110 50 326 148 XL XL XL XL XL XL 48-3 110 50 326 148 XL XXL XL* XL* XL XL 63-3 110 50 326 148 XL* XXL XL XL 75-3 110 50 326 148 XXL* XL XXL 24-4 153 70 427 194 XXL XXL XXL XXL XXL XXL XXL XXL 36-4 153 70 427 194 XXL* XXL* XXL XXL XXL XXL XXL XXL 48-4 153 70 427 194 XXL XXL XXL XXL XXL XXL 64-4 153 70 427 194 XXL XXL XXL* XXL* XXL XXL 84-4 153 70 427 194 XXL* XXL XXL XXL 100-4 153 70 427 194 XXL* XXL XXL Notes: * Requires custom order if model has 100% SSR option ** Control cabinet sizes in this table are for the largest required cabinet for each model. Depending on VAPORSTREAM options chosen, you may receive a smaller cabinet than the one shown in this table. Contact DRI-STEEM if you need more detailed information about control cabinet sizes. Control cabinet dimensions are shown on Page 11 of this submittal package. DRI-STEEM® Humidifier Company July 19, 2002 VAPORSTREAM Mechanical/Electrical Spec.3 'installation Overhead installation Do not install water piping and humidifiers above expensive apparatus or equipment. A broken water pipe, leaking valve gland, condensation or other water leaks can occur causing serious damage and costly repairs to the equipment below. If this type of installation cannot be avoided, install a drip pan constructed of galvanized sheet metal under the humidifier to catch potential water drips (see Figure 10-1 ). Pipe the overflow from the Vaporstream directly to a floor drain -do not drain the Vaporstream into the drip pan. Terminate the drip pan and the Vaporstream overflow drains above an open floor drain. Important: Installation must comply with governing codes. Figure 10-1: Trapeze hanger Vaporstream Models 2-1 through 5-1 Secure channel to an overhead structure that is strong enough to supportlhe Vaporstream's operating weight. See the weight tables in this document. Provide 18" (457 mm) minimum clearance above cover Angle iron Hanger plate Mounting Trapeze hanger Secure trapeze hanger to an overhead structure that is strong enough to support the operating weight of the Vaporstream humidifier and field installed piping, plus the weight of the control cabinet if it is mounted on the humidifier. Adjust the mounting so that the tank sets level side to side and front to back. Verify level after the tank is filled and is at operating weight. Vaporstream Models 6-1 through 100-4 ,.<--- Secure rods to an overhead structure that is strong enough to support the Vaporstream's operating weight. See the weight tables in this document. 3/8" (M10) threaded rod of length required Humidifier drain to appropriate building waste. Do not drain / humidifier directly into drip pan. Cleanout 7t:tc..!....!...!...!l=W-__ ...-;;; Install water seal as shown in the Provide 18" (457 mm) minimum clearance above cover Angle iron sized to prop~r.1~ support hum1d1fier Humidifier drain to appropriate / building waste. Do not drain ----piping section of this manual "===.====~ 1¼" (DN32) minimum 25% larger Drip pan than humidifier recommended in overhead installations (by installer) to prevent possible water damage VLC-OM-038 Cleanout Od~~~.;,~L-:;;:i _____ .L humidifier directly into drip pan. _________ , Install water seal as shown in the '-::;:=====~:<: piping section of this manual (DN32) \ 25% larger 1¼" 1 .. "- minimum Drip pan than humidifier v recommended 11 in overhead installations (by installer) to prevent possible water damage VLC-OM-005 Page 10 • DRI-STEEM Vaporstream Installation, Operation and Maintenance Manual "ins.ta Ila ti on Dispersion: Single tube and multiple tube Figure 40-1: Single tube dispersion with condensate wasted to floor drain Maximum capacity of dispersion tube: • 1 ½" dia. (DN40}: 56.8 lbs/hr (25.8 kg/h) Vapor hose, tubing or pipe. Insulate tubing\ Secure and seal escutcheon plates Duct • 2" dia. (DN50}: 85.2 lbs/hr (38.6 kg/h) and hard pipe to reduce steam loss. Do not insulate vapor hose. Pitch (see Note 2 below) :r,£'l,':'"'HJ[=-=======1====_=_=_~=~====r===4 Yaporstream humidifier I I t 6" (152 mm) recommended ¼" (DN8) pipe thread 3/8" (M10) mounting nut Pitch tube toward drain 1 /8 "/ft (1 %) I I I I I I Water seal 5" (127 mm) • ½" (DN15) O.D. condensate drain tube; pitch ¼"/ft (2%) ,00 0~ • ~o -_ff. . . . ~ Notes: Condensate drain tube, by installer, minimum % " (DN20); must be suitable for 212 °F (100 °() water 1"(25mm)- air gap ~ Open drain required. See Note 1 below . 1 Locate air gap only in spaces with adequate temperature and air movement to absorb flash steam, or condensing on nearby surfaces my occur. Refer to governing codes for drain pipe size and maximum discharge water temperature. 2 Pitch vapor hose, tubing or pipe toward humidifier: -2 "/ft (15%) when using vapor hose -½"/ft (5%) when using 1 ½" tubing or pipe -¼"/ft (2%) when using 2" tubing or pipe 3 Dashed lines indicate provided by installer Figure 40-2: Dispersion tube and condensate drain escutcheon plates Dispersion tu~be plate T 8 A (diameter) I-8 -1.J... Condensate drain plo T c~l (diameter) I-D -I OM-351c Table 40-1: Dispersion tube and condensate drain escutcheon plate dimensions for 1 ½" tube inches mm A 1.51 38 8 3.25 83 C 0.75 19 D 3.25 83 Page 40 • DRI-STEEM Vaporstream Installation, Operation and Maintenance Manual for 2" tube inches 2.03 5.00 0.75 3.25 DC-1046a mm 52 127 19 83 Unit of Measure: Inch-Pound Calculation Method: Mechanical 10000.00 100.0 °໒F 72.0 % 7 °໒F 38.0 50 22.92 20 50 Load Plus Loss lbs/hr 25.17 All Values are er unit, unless otherwise noted DI/RO 34.2 Model Multi Qty. Volts/Phase/Amp Humidifier Outlet Size (inches) Stages kW (Each) Type Diameter Qty. WxHxL (inches) VLC 12-1 1 480/Three/14.4 Hose 11/2 1 30.00 X 30.31 X 25.00 1 12.0 Selected Humidifier Options: Selected Control Options: Selected Cabinet Options: · DI/RO · VAPOR-LOGIC 3 · Control Cabinet Mounted · DI/RO End Of Season Drain · Type of Control, Modulating · Remote Keypad · DRANE-KOOLER · Time Proportioning · Keypad Cable Length, 5 (feet) · DRANE-KOOLER, Wall Mount · Modulating, DRI-STEEM · Keypad, Language, English · Evaporating Chamber Insulation · Humidity Transmitter, Room · Keypad, Unit Of Measure, Inch-Pound · Trapeze Hangers · Humidistat, On-Off High Limit, Duct · Airflow Proving Switch, Pressure Humidifier Notes: DI/RO -Water shall contain no chloride. Power block maximum wire connection size of 6 gauge. Model Qty. Dispersion Tube Dispersion Inlet Length Diameter Type Diameter Sinqle Tube 1.5", with Drain Sinqle Tube Onlv Duct Conditions Absorption Dist. (inches) Duct Width (inches) Duct Heiaht (inches) Enterina Duct Temp (°F) Leaving Duct Temp (°F) Header Location Water Seal Location Selected Dispersion Options: · Hard Pipe Kit Dispersion Notes: 14 34 30 54.7 55.0 Outside Duct Outside Duct 1 (inches) (inches) Cinches) 34 1.5 Hose 11/2 Airflow Horizontal Air Velocity (ft/min) 1412 Airflow Pressure Drop (in.) 0.050 Enterina RH(%) 84 Leavina RH(%) 89 Heat Gain: Assembly (°F) 0.08 Heat Gain: Steam (°F) 0.2 Load+ Loss libs/hr) 25.17 The minimum interconnecting piping diameter is 1 1/2 (inches) for the developed length of 20 (feet) that you entered. DRI-STEEM Detail Report Page 1 of 1 Version DRI-CALC 3.18.07P DRANE-KOOLER Water tempering device ORAN E·KOOLER dimensions H I------J ----- 7 F ~~O___.J Flooc [ ORAN E-KOOLER dimensions Description inches mm Height with floor stand (from floor to top of hot water 8.25to 210 to inlet in 1" [25 mm] increments) 12.25 312 A Height with floor stand and extension (from floor to top 13.25 to 337 to of hot water inlet in 1" [25 mm] increments) 20.25 515 B Height from bottom of tank to top of hot water inlet 7.5 191 C Height from bottom of tank to top of valve 10.5 268 D Height from top of hot water inlet to top of valve 3.0 76 E Height from bottom of tank to center of mounting hole 6.25 159 F Height from bottom of tank to center of tempered 3.0 76 water outlet G Width of tank and tempered water outlet 7.5 191 H Width of mounting plate holes, center to center 4.0 102 J Length, from valve inlet to mounting plate 12.0 305 A SUBSIDIARY OF RESEARCH PRODUCTS CORPORATION DRANE-KOOLER capacities* Maximum Maximum flow rate temperature U.S. gpm Lim OF ·c Hot water 6 22.7 212 100 inflow Cold water 6 22.7 70 21 inflow** Tempered water 12 45.4 140 60 outflow * This table applies only if one humidifier is connected to one DRANE-KOOLER, with no more than 10' (3 m) of vertical dimension between the DRANE-KOOLER and the humidifier. If you wish to connect more than one humidifier to a DRANE-KOOLER, or if you need more than 10' (3 m) of vertical dimension, consult the factory. **Cold water inflow pressure must be between 25 psi and 80 psi (172 kPa and 552 kPa). DRANE-KOOLER connections Hot water 1" (DN25) NPT inlet connection Tempered water 2" (DN50) NPT outlet connection Cold water 3/8" (DN10) NPT supply connection PIN 406190 Model AFS-222-112 Air Pressure Sensing Switch with Adjustable Set Point Range Application The ModelAFS-222-112 is a general purpose proving switch designed for HVAC and Energy Management ap- plications. It may be used to sense positive, negative, or differential air pressure. The AFS-222-112 is equipped with convenient barbed sample line connectors that accept flexible tubing. General Description & Operation The plated housing contains a dia- phragm, a calibration spring and a snap-acting SPDT switch.The barbed sample line connections located on each side of the diaphragm accept flexible tubing. An enclosure cover guards against accidental contact with the live switch terminal screws and the set point adjusting screw. The enclo- sure cover will accept a ½" conduit connection. Figure 1: Mount with the diaphragm in any vertical plane. Bulletin dristeem222.00 3.25" (81) 1.63" (41) 2.81" (71) 5.81" -~ (147) J 1.94" (49) Dimensions in Inches 3.88" (Millimeters) (98) Mounting (see Figure 1) Select a mounting location which is free from vibration. The AFS-222-112 must be mounted with the diaphragm in any vertical plane in order to ob- tain the lowest specified operating set point. Avoid mounting with the sample line connections in the "up" position. Surface mount via the two 3/16" diameter holes in the integral mounting bracket. The mounting holes are 3-7/a" apart. Air Sampling Connection (see Figure 2) The AFS-222-112 is equipped with two slip-on sample line connectors, situated on either side of the dia- phragm as shown in Figure 2. These connectors are suitable for flexible tubing. Locate the sampling probe a minimum of 1.5 duct diameters down- stream from the air source. Install the 3.1 9" (80)" 0.44 "-1 I+- (11) i+-----1 1.38" (34) D V [ Ii=!=! ,___ -g 0.78" 4---1 (20) 0.71'.-.i ~ (18) sampling probe as close to the center of the airstream as possible. Refer to Figure 2 to identify the high pressure inlet (H) and the low pressure inlet (L). Select one of the five application options listed below (on page 2), and connect the sample lines as recom- mended. (Figure 2) 0 INLET H: INLETL: High Low Two-Position Electric Controller These controllers provide low or line voltage on-off single stage control of humidifiers, dehumidifiers, valves, solenoid valves, compressors, relays, etc. Features: • SPOT switching for humidification/dehumidification. Agency listed room and duct units. Long life nylon elements. Standard locking feature. HC-101 Series, HC-201 HC-101 (Only models with metal covers are CSA certified) Model Chart Description. Model No. HC-101 HC~201 Maximum Electrical Ratings. Model No. AC Volt 50/60 Hz HC-101 24 HC-201 240 Description Scale Range % RH Room 10 to 90 Duct 15 to 95 FLA LRA D HC-101 -- 3.6 21.6 Blank cover insert and 5/64" Allen head cover screw included to convert room humidistat to concealed adjustment if required. Figure 1 Blank Cover (HC-101). Differential % RH Switch Interstage 5 - Resistive Amps Pilot Duty VA 60 8 345 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 J1 32 JJ 34 35 i-1 rRTH GROUND 6 EQUIPMENT GROUND WIRING DIAGRAM SHOWS MAXIMUM NUMBER OF STAGES. YOUR PARTICULAR HUMIDIFIER MAY HAVE LESS, ON SINGLE STAGE UNITS, FUSES AND FUSE BLOCKS ARE OMITTED HUMIDIFIER TANK VAPORSTREAM® VLDI EVAPORATIVE HUMIDIFIER ON-OFF /TP MODULATION (NO SOU/AREA) 801 BEFFB TO FOi I OWING DOCUMENTS -INSTALLATION REQUIREMENTS -EXTERNAL CONNECTIONS -HEAlER ELEMENT WIRING ARRANGEMENlS DATE DR 9/03 JK 5/05 JK 10 Fl r< 21 ~ ~F4 1L1~2~2T1 £T1-~~-GE_t_ ~R~E ___ --~ 7 . ' I I-T2 H3 PHASE AMPS PER STAGE -" 3L2 4T2___ --ff< LOAD ~ I 1-------1-l.3-----··· ... _ I 11 ~FS K29 SL3 STJ I T4 STAGE 2 PER -STAGE l =n----1L-1-lj l-2T1----------r--~~-THREE 22 ~ F6 32 ~ F7 " ~FB 23 ~ F9 33 3~ F10 14 =n •• 3L2 I 1-.ii'2 __________ r.!:.. Ifs HS r~E =n --11-------------~~---• • I .J 5l3 6T3 K30 I T7 STAGE 3 =n 1L1 j I-2T1 -i ~<I' THREE I-t T8 PHASE -------ltq Hg LOAD 3L2 4T2 T9 =n I~----------K31 SLJ 6TJ no STAGE 4 ~ ~ F12 "" 3_o __ . 20 -- ~~-----------~--~~-1l1 2T1 I n 1 Y\"-i:~~ ~ ~~==-=-=======-[~; __ ~, H12 LOAD J 5L3 6T3 _ _ ___ M_AC~N:_ GROUND • II-:-= 7 10 801@:-~0 800 I I MACHINE GROUND WIRE MUST BE PRESENT 1 FOR PROPER HUMIDIFIER OPERATION 000 TRANSFORMER 75VA MACHINE GROUND I EXTERNAL I OUTDOOR 1 ENCLOSURE 1 1 TERMINALS 1 __ --~ _ HUMIDIFIER TANK VAPOR-LOGIC 3 -~ OF SEASON DRAIN -7 I OPTIONAL (j)----!~~-----------------7~ I ~~o~ 20 CONDUCTOR RIBBON CABLE 402 I 1 D-----------------------, 2 402 I r-i\.._ 403 1 M21 ~-----------------------J~ : D---~~~------------.2-s--ill~ I 5 405 -________ :::'.J 406 K63 Al A2 21 24 " VAPOR-LOG1C 3 FILL V/IJ..VE (N,C.) 000 (lYPIGAL) ORAJN V/IJ..VE (N.C.) (N,O. OUTDOOR) HEAT CONTACTOR 1 N.O. 1,2,.3 VLC EXPANSION MODULE 406A 801& & 000 HEAT CONTACTOR 2 NO 4,5,6 HEAT CONTACTOR 3 N.O 7,8,9 HEAT CONTACTOR 4 NO. 10,11,12 ------f-~ E D ~ ~ w ~ g ~ " • • u • • 00 ~ M ~ M ~ N ~ N N 00 ~ a ~ M M • n NOTES, BREAK TO EXTERNAL CONNECTIONS DIAGRAM to 36 801 POWER WIRING CONTROL CIRCUrr WIRING FlELD WIRING 2?!1?~.Ff:C!'2_RY OPTIONAL FIELD 1. WIRING AND BRANCH CIRCUIT PROTECTION PROVIDED BY INSTALLER AS PER NATIONAL aECTRICAL CODE, 2. FOR SUPPLY HEATER AND MACHINE GROUND CONNECTIONS, SIZE WIRE USING 75'C WIRE TABLE PER NATIONAL El.£CTRICAL CODE. 3. USE COPPER CONNECTORS RATED FOR I os·c, & REFER TO AUXILIARY TRANSFORMER WIRING DIAGRAM FOR ALL MULTIPLE STAGE WITH MERCURY CONTACTOR. to 36 000 LEGEND K RELAY /CONTACTOR Y T TRANSFORMER N Q CIRCUIT BREAKER J S SWITCH E H HEATER M F FUSE SOLENOID SENSOR JUMPER WATER PROBE MOTOR/FAN 'i7 from 35 from 35 VAPOR-LOGIC 3 I HUMIDIFIER _:ANK~---~ _________ !~~----@ Ir -S42 414 !\4' -------------S43 415 15 0 \!.Y 41_~'.': .• ~ c::::-415 OR 415A @---1-----@··· @) I --I 41 ~----'19' I J ---7-!.V 4 __ 1 __ 9, ®T··:::::::::::::::::_!~~----® @--,----- I @ I S50 432 ® I ~ 433 ~~---------------------·:;;· ---@ L~----'-'=---®-r----------------------------® ______ __J ® @ SAFETY SWITCH (COVER INTERLOCK) N.O. CLOSE TO RUN HUMIDIFIER CONTROL CABINET DOOR INTERLOCK (OPTIONAL) N.O. CLOSE TO RUN HUMIDIFIER TANK TEMPERATURE SENSOR LOW WATER Fl.OAT SWITCH Tl 801 ____________ I ;® 000 ® I ( VAPOR-LOGIC 3 REMOTE KEYPAD [Q <JEil> '7 ® RJ-45 CABLE HUMIDIFIER TANK 1 ------·-7 K63 ~ 01 S63 802 1 -@ 802 0 000 9 MANUAL RESET OVER --l ---T3f------cc-1 )-,:---------C TEMPERATURE THERMAL TRIP 1 1 Al A2 AND SAFETY RELAY COIL L J N0.24 -------- 801 000 PROGRAM CODE: MODEL: ORDER NO: PRIMARY VOLTAGE: ___ PH: _3 __ HZ: _§2_ TOTAL UNIT AMPS: ~I ....,.uu,,m.111•11.11.\..v,,1rl\i'!l(SCAiI DOMESTIC VLOI, DI WATER DIAGRAM ~jASUBSIDWIYOFR~=~r~~:?~~TSCORPORATIONI ~::N :;, a~~l VLC-Vl.3-3 Vaporstream® Electric Evaporative Steam Humidification System PART 1 -GENERAL 1.1 Summary A. Section includes: 1. DRI-STEEM® Corporation, Vaporstream model, electric steam humidifier B. Related items: 1. Electrical Service and Connections: Division 26 1.2 References A. Certifications: 1. ETL, C-ETL 2. CE 1.3 Submittals A. Comply with Submittal Procedures and Execution and Closeout Requirements in General Requirements. B. Submit product data (manufacturer's specifications, and technical data including performance, construction and fabrication) for each manufactured component. 1.4 Warranty A. Product shall be warranted to be free from defects in materials and fabrication for a period of two years after installation or 27 months from ship date. PART 2 -PRODUCTS 2.1 Humidifier shall be Vaporstream Electric Evaporative Steam Humidification System. A. Fabrication requirements: 1. Tank and cover: 14-and 12-gauge 304-stainless steel with Heli-arc welded seams 2. Quick removable cover with threaded knobs and gasketed flanges 3. Heater cover interlock safety switch: A factory-mounted and wired interlock safety switch shall de-energize the heaters when the heater cover is removed. 4. Terminal strip to allow all control wiring connections at the humidifier to be made in a single location 5. Easily accessible cleanout plate 6. Steam outlet(s) on top of tank cover to connect to hose, pipe or flange connection(s) 8. Immersion heater(s): Heater(s) shall be lncoloy alloy-sheathed resistance type designed for no more than 86 watts per square inch. Two threaded ends of each heater element shall pass through the top of the evaporating chamber and be secured and sealed with washer and threaded nuts to evaporating chamber. C. Temperature sensor: A factory mounted sensor, with a temperature range of -40 to 248 °F (-40 to 120 °C) shall be mounted on the humidifier to enable the following functions: 1. Maintain the evaporating chamber water temperature above freezing 2. Maintain a user-defined preset evaporating chamber water temperature 3. Allow rapid warm-up of water in evaporating chamber after a call for humidity, providing 100% operation until steam production occurs 4. Provide backup over-temperature protection for the over-temperature switch D. Over-temperature switch: A factory-mounted and -wired UL-listed limit control sensor with manual reset shall sense an over-temperature condition and de-energize heater circuit controls. E. Mounting: Humidifier shall be mounted on a pair of trapeze hangers with 3/8" threaded steel rods, hardware and two predrilled pieces of angle. F. Water requirements: The humidifier shall be capable of generating steam from or DI/RO water. DRI-STEEM® Guide Specification March 3, 2008 Section 23 84 13 Page 1 of3 Vaporstream® Steam Humidifier G. Drain: An electric drain valve shall be mounted on humidifier assembly to allow tank to drain automatically at the end of a humidification season. 2.2 Humidifier Options A. Fabrication options: 1. Factory insulation: Humidifier shall be covered with 1"-thick (25 mm), rigid, foil-faced fiberglass insulation. All surfaces except front face panel and heater terminal cover shall have insulation. B. Options for use with DI/RO water: 1. Humidifier shall have a stainless steel electric operated drain valve and a stainless steel float operated fill valve with an electric solenoid to prevent tank from filling when the tank drains automatically at the end of a humidification season. 2.3 Humidifier Controls A. Time-proportioning (TP) modulation control: The humidifier shall cycle a single output on and off corresponding to an input demand signal. Demand signals may be 4 to 20 mA, 0 to 135 ohm, 0 to 1 o VDC, or6to 9VDC. 8. Control cabinet: NEMA-12 control cabinet shall be shipped loose. An ETUC-ETL listed control cabinet assembly comprising control devices shall be mounted on a subpanel. Control devices shall include a Vapor-logic3® microprocessor control system, a magnetic contactor for each heating stage, a control circuit transformer, a fuse set for each heating stage (for multiple heat stages only), a numbered terminal strip, and all interconnecting wiring. All wiring diagrams shall be included in the control cabinet. C. Vapor-logic3 microprocessor controller with the following features or functions: 1. Interoperable with any LonTalk® network. (Note: LonTalk interoperability is not available with Vapor-logic3 multiple-tank configurations.) The system shall, through the use of Standard Network Variable Types (SNVTs). 2. Makeup water switch control and low water safety shutdown 3. Fully modulating (0% to100%) control of humidifier outputs 4. PID control capability 5. Self-diagnostic test at start-up 6. Integral fault relay for remote signaling of alarms 7. A keypad, capable of either unit or remote mounting with a 5' (1.5 m) cable, and able to operate within a temperature range of 32 to 122 °F (0 to 50 °C) 8. A keypad that provides text backlighting and allows personal password codes 9. A keypad capable of monitoring and/or controlling the following parameters: a. Relative humidity (RH) set point and actual conditions in the space (from humidity transmitter) b. Relative humidity (RH) set point and actual conditions in the duct for variable air volume applications (from duct humidity transmitter) c. Relative humidity (RH) high limit set point and actual conditions d. Total system demand in % of humidifier capacity e. Total system output in lbs/hour (kg/h) f. Drain/flush frequency interval and duration g. End-of-season drain status (on standard water systems and if ordered as a DI water option) h. Window glass surface temperature (in % RH offset application and if ordered as an option) i. System alarms j. Previous fault messages k. Up to 20 humidifier functions, depending on programming I. Operating temperature 10. User-adjustable water surface skim duration DRI-STEEM® Gulde Specification March 3, 2008 Section 23 84 13 Page 2 of3 Vaporstream® Steam Humidifier ~ . Humidifier Control Options A. Control cabinet options: 1. Mounted on humidifier: NEMA-12 control cabinet shall be factory attached to the side of humidifier with all wiring between cabinet and humidifier completed at factory. An ETUC-ETL listed control cabinet assembly comprising control devices shall be mounted on a subpanel. Control devices shall include a Vapor-logic3 microprocessor control system, a magnetic contactor for each heat stage, a control circuit transformer, a fuse set for each heating stage {for multiple heat stages only), a numbered terminal strip, and all interconnecting wiring. A wiring diagram shall be included in the control cabinet. B. Water level control for DI/RO water: 1. System shall provide for continuous control of water level and will accommodate the use of deionized or reverse osmosis water with resistance up to 18 M-ohm/cm. 2. System shall: a. Have a water level sensing unit comprised of a float operated stainless steel valve for water makeup b. Have a low water cutoff float switch c. Operate within inlet water pressure range of 25 to 80 psi (172 to 552 kPa) C. Control input accessory options: 1. Humidistat, on-off, high limit: Electric humidistat control shall be an on-off style, duct mounted with a control range of 15% to 95% RH. Compatible with 24, 120, and 240 VAC. Operating temperature range 40 to 125 °F (4 to 52 °C). 2. Airflow proving switch, pressure type: Airflow proving switch shall be diaphragm-operated with pitot tube for field installation. Switch shall have an adjustable control point range of 0.05" to 12" we (12.5 to 2988 Pa) Operating temperature range -40 to 180 °F (-40 to 82 °C). Compatible with 24, 120, and 240 VAC. 2.5 Humidifier Accessories A Drane-kooler: A thermostatically controlled water valve shall meter an amount of cold water into a stainless steel mixing chamber to temper 212 °F (100 °C) water with a 6 gpm (0.38 1/s) in-flow rate to a 140 °F {60 °C) discharge temperature to sanitary system. 2.6 Humidifier Dispersion Options A. Single tube dispersion with condensate drain: 1. Dispersion tube(s) shall be fabricated of stainless steel tubing with uniformly spaced tubelets for steam dispersion. Each tubelet shall be made of a thermal.resin material designed for high steam temperatures. Each tubelet shall extend through the wall and to the center of dispersion tube and incorporate a properly sized calibrated orifice. 2. Dispersion tube(s) shall be pitched 1/8"/ft (1%) minimum toward the condensate drain to allow condensate to leave the dispersion tube via the condensate drain tube. 3. The condensate drain tube shall be stainless steel tubing. DRI-STEEM® Guide Specification March 3, 2008 Section 23 84 13 Page 3 of3 Vaporstream® Steam Humidifier SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Project Address ~470 Mailing Address 247b OFFICE USE ONLY UPFP# i0 rf fq,s H\1# gp -8i i =,- BP DATE.,,,2,UJ, II The following questions represent the facllity's activities, NOT the specific project descriptfon. PART I: FIRE DEPARTMENT-HAZARDOUS MA IA DIVISION: OCCUPAN. CLA SIFI I :_ Indicate by clrclin_g the item, whether your business w,i use, process, or store any of the following hazardous materials. any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 5. Organic Peroxides 2. Compressed Gases 6. Oxidizers 3. Flammable/Combustlble Liquids 7. Pyrophorics 9. Water Reactlves 10. Cryogenics 11. Highly Toxic or Toxic Materials 13. Corrosives 14. Other Health Hazards 15. None ofThese. 4. Flammable Solids 8. Unstable Reaclives 12. Radloactlves PART 11: SAN Dll:GO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVl~ONS !HMO): If the answer to any of the questions Is yes, applicant must contact the County of San Diego Hazardous Materials DIVision, 1255 Imperial Avenue, 3 floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: 0~ I eJ / / / J D CalARP Exempt I YES NO Date Initials 1. ® D Is your business listed on the reverse side of this form? (check all that apply). 2. tz1 D \1\/ill your business dispose of Hazardous Substances or Medical Waste In any amount? 0 CalARP Required I 3. _jg1 D \1\/ill your business store or handle Hazardous Substances in quanlilies equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? f \1\/ill your business use an existing or install an underground storage tank? Date Initials 4. 5. ,6. D D D ll" \1\/ill your business store or handle Regulated Substances (CalARP)? ~ \1\/ill your business use or install a Hazardous Waste Tank System (Tille 22, Article 1 OJ? D CalARP Complete I Date lnHials PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the e ow 1s es, p I mus on ac e ir Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telep~one (858) 58 -2600 prior to the i!uance~a building or demoliti n permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notlficatio form to the APCD ~ M o working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units r less. Contact the c'i5% ore information. YES NO 1. D ~ \1\/ill the subject facility or construction activities include operations or equipment that emit rare capable of1~ttins,an ail')~minant? (See e APCD factsheet at http://www.sdapcd.org/info/facts/permlts.pdf, and the list of typical eq ipment requiring,eilll~.POC::X.,,e!Wtl~ the reverse s e of this from. Contact APCD if you have any questions). 2. 3. 4. D D D I)!!. (ANSWER ONLY IF QUESTION 1 IS YES) Will 1he subject facility be located within 1,00 feet of the outer boundary of a school (K through 1 )? {Public and private schools may be found after search of the California School Dir ctory at hit Ctn!. • or contact e appropriate school district). · • I!! \1\/ill there be renovation that involves handllng of any friable asbestos materials, or distur ng Ejil \1\/ill there be demolition involving the removal of a load supporting structural member? PHN_,__~'-- Briefly describe business activities: 0Jo-1tef.l-l I.A~ I t4 //o Date ~fkii~xh't¼~tt,-~d-dDPANCY CLASSIFICATION:._-----------------------------BY: _______________________ _ DATE: __ _,_/ __ _,_ __ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR OCCUPANCY COUNT)'·HMD APCD COUNTY-HMO APCD HM-9171 (04/07) County of San Diego -DEH -Hazardous Materials Division INDUSTRIAL VV'P.STE\'V'ATER DISCHARGE PERMIT SCREENING SURVEY Date 7 / /flt I> Busine~ Name BSG\L~k..\ C.Ou L--rot2- Street Address 2 4 10 :'EMA~ A:4 A,V,,G Email Address 0.:f,~N \(a:UQH <B t36:C-\,:::'.' 11\A.At'°' .. c 6vt...._ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting / Finishing Battery Manufacturing Manufacturing Paint ManUfacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting / Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmac.eutical Manufacturing Chemical Purification Electroplating (including precut$ors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film/ X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (if known): ____________________ _ Brief description of business activities (Production/ Manufacturing Operations): ____ _ l<EW'-M'i'.t,. OF-Ji?Xt $:TI.I~ UE, :IP N;;lJ Coblf~Q)..\ Nb Ct+at~ l bl lJ$' 7 Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal/ day): _______ _ List hazardous wastes generated (type I volume):___,;. _____________ _ Date operation began/or will begin at this location: ______________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: ___________________ _ Site Contact '\JD~ ~h,\ \ 6YCB: I Title_Fi!...,:AC..t-=-=Ltn!:.l,.Ll~....,,_,f--_____ _ Signature:_._ ___________ .Phone No. 7/pO -4!,8 -&?.313 ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 Project: Address: PLlJ.MBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Devel.opment Services Building Division 1635 Faraday Avenue 76o-602-2719 www.carlsbadca.gov PennltNo.: Cf) { 6 ( S-( U Information provided below refers to wom being dcne on the above mentioned penn!t only. This form must be comnleted uiid returned to the Building Division before the permit can be issued. Building Dept:. Fax: (760) 602-8558 ' Number of new or relocated fixtures, traps, or floor drains .................... "."-""" ........ " ........... -1.Jj New buUdlng sewer llne7 ........... u .. H .. """ ............ -................ ,, .. ,t,H .................................... Y.es_ No X- Number .of new roof drains? ............. jl •• ,, ..... u~, ..... 11 .... , .......................................................... ~ .............. ,u .. , .... ~ Install/alter water 11ne7 ............ ,.. ............ ,M .. tHl11tlllt ltHHIOUHIHlff4Ut+IIHHUtUIUO\Urtn" , ... , .. ,u, .. , ............... ,,, .. ._J_ Number of new water heaters? .................................. " ............ " ........ " .. , ................................. , ...... , ........ _ClJ_ Number of ~ew, relocated or replaced gas outlets? .. u ... , ...... ,H .. ,""""'"" ......... 0,0 ..... , .... , ............... ~ Number of new ho,e, bibs? M: ............ UNlt+tlttOt,tt+ltltN••• .. ••11111twtM<tt.lHllll .................. ,., ................. H.,11 .. ,, •• , --4,_ R8'ldentlcd Permits: New/expanded $ervlce: Number of new amps: ______ _ Minor Remodel only1 Yes_ No CommerdaJnndurulcal, Tenant Improvement.: Number of existing amps Involved In this prefect: Number of new amps Involved In this project: New Cond:rudlom Amp$ per Pone!: Slngle Phase .N.HM ................... ,u ......... , ... u ...... HltHti,_, Number of new amperes ______ ... @: __ Three Phase ................... ,, .• , ... , .......... " ........ HHUHn••••••n• Number of neui amperes _____ 4::_,._1_s-=,, .... Three Phase 480 .................................................... rn. Number of new amperes ______ ... ¢ ___ _ NLllllber ot new furnaces, A/C, or heat pumps? .............................. " ........... " ............................... __2_ New or relocated duct worh-? ...... , •• .., ••• " ........................ 111n11 ..................... , ...... Yes X No --- Number of 1\8\AI fireplaces? ....... -, ................. w, .............................................................. , .. w ....... u .. , ... _d,_ NLllllber of new exhaust fans?., ... , .................... ·._ ................................ _., .................. -.......... , ......... -.!:l- Relocate/tnstall vent? ......................................... , ........................................ , .... , .................................... _J:/.1:2 Nwnber of ne\.U exhat1St hoods? u, ... :, ... u,HUt..ttlU•Ul ......... u .................... ._.,""'""'·· ................................ , •• ,_g__ Number of new bollen or compre»ors? ............................... : ............................ Number of HP --f!I-- 8·18 Page 1 of1 Rev. 03/09 CB101510 2470 FARADAY AV BECKMAN: FINAL REVIEW OF AFP09-01 l ~~v:w sh), Afp01-o t? ~,~;,if ;C009;;,;,f~~o3~8' c:i~Vlf · · · · · · -· ~-~ s/ (b / ID -7o1 'PlA-tJ 1 £ 1-)G, Ft~E. t f c:e,,-1... wAJa,yiDU,,,S Approved Date By 8');;26:/10 ~ @ Fe_ I surrle-vvwt~ g/ 2Sj:J -& 1µ lL /}J PJ0-/6 /~'tv~, 'L/(,2r (11-&·Tl/ lJ: It, f>{A.,J ,i~',?£1£ Jo /:i",ef [)u/1/er IL -lo [s6h t1/A-/I-ff';,.~ ( cf /'*3/ff ~ Jr: ~re, 4/ J-0 f , , E?5(y, {..__ vL-rn lP/~ ,, G>£f ttU\---n.OtJ ~ ~ ~/c-z_f tt I (2k{ (Z -~f--0 wil \ t)r',~ t't.J Q·, 11 l / .PIS 11 . tv ill co,J-\-O_e-t-G ~ CO . f,v fi'le.tE foppvoual ,f?J 11,i. {)we¥'"~ PC flfi/N ffOAX> ~ BUILDING t/,z..7/Jz-. J_ --A ,-J--,g PLANNING Cf, -z_z../ IJ ~ ' ENGINEERING w/SW -8'~//?) ~_) FIRE Expedite7 v fN~ 1/31 / 1~ • --C J -. ' ' . HazMat APCD Health Forms/Fees Sent Rec'd Due7 By Encina r·/3,tl) y N Fire 1 ~,, 1'2-y N HazHealthAPCD • -*-') y N PE&M k'-73,/D I. if.o. 1-Z-. y N School y N Sewer y N Stormwater y N Special Inspection y N CFD: y N LandUse: Density: lmpArea: FY: Factor: PFF: y N Comments Date Date Date Date Building r;>71?'-1v L/-J.::,tp I I I Planning ii-.:J.f).-t0~D --, Engineering Fire Jq-~r/0 l'f:..,-_/f Need? Ill /I I /f}(_tlrl , ~ ',,.;,.. IJJ/-1-, l'J/< f!"'_ / lfDone I 1 Cl Done /1~~-l-rnA crt>/2. Cl Done Cl Done Cl Done