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Home My WebLink About2280 FARADAY AVE; ; CB102317; PermitCity of Carlsbad 03-07-2011. 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB102317 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2280 FARADAY AV CBAD Tl Sub Type: Lot#: INDUST 0 Status: Valuation: 2120614500 $638,260.00 Construction Type: 5A Applied: Occupancy Group: Reference #: Entered By: Project Title: ISIS-18,236 SF LAB/OFFICE/WHSE TO SAME USE-NO CHANGE IN USE Applicant: BRYCE GRANT 1896 RUTHERFORD ROAD 92008 760 931-9200 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I.Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $2,531.44 $0.00 $1,645.44 $0.00 $0.00 $134.03 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $24.00 $497.50 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: FARADAY PARTNERS LL C C/O DEi LLC 1800 THIBODO RD #320 VISTA CA 92081 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee ( 4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES ISSUED 12/06/2010 MOP 03/07/2011 03/07/2011 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? $4,832.41 Total Fees: $4,832.41 Total Payments To Date: $4,832.41 Balance Due: $0.00 FINAL APPROVAL Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as '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 fees 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. «~fp W CITY OF CARLSBAD JOB ADDRESS 2..Z80 ~ ., ,_i1· Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 I 2719 Ave... Fax 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNIT# Est. Value Plan Ck. Deposit Date SWPPP 01 -00 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) The Scope o-f---t~e pyo)ec+. Cc>ris1sh o+ c\emol,hol"") <Anc\_ 1mprovefrlf>n+ 0 -F-l&',2.?.6 St== of- an e;trsf b1.nld,\i5_., lnclvci1riq[01ns1l've-fi"o...,. of newo+nc~1 Con-f@l'l"l'I~ r-oo,-..,;>_,sh,ror3c. tf.. I Pl b s11~ce -Scc>p-c \ Y\ cl vck WI &cf, ft ("I0,7)0YJ Of nd ne""' V!k.... (t-(.: re) I 111'1, b I j / m @ cho"' ('O, I/ C e{C"ch-1c-0tl serv,'ce...s tift'\d <:=Cfe; ,' u11~n--L EXISTING USE PROPOSED USE /...eib /offire (vJ,;are~u:,,r L °'"°/ Off,c;e/l,vo.re CONTACT NAME (If Different Fom Applicant) ADDRESS CITY STATE ZIP PATIOS(SF) DECKS (SF) APPLICANT NAME AIR CONDITIONING NoO YEs0No0 cl. FIRE SPRINKLERS YESONoD CITY C I ' STATE ZIP C, Gil'"" Sv.,ae{ CA ,zoo<; PHONE FAX EMAIL EMAIL /2 /,;I G pry c-e... v \!>\S,Pti· C.OtY\ CONTRACTOR BUS. NAME p , r,rn~ ADDRESS ADDRESS t 34s- CITY ZIP 9200~ CITY L 01 f-tle. PHONE PHONE 6 l 9. EMAIL EMAIL d CIC/ (Sec. 7031.5 Business and Professions Code: Any ity 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 tnat 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)). ·-@®@.(Pi]QJ~&un@~ . ,. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D f 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. 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 numberare:lnsuranceCo ~1•.fibC Mev1 lzt~jtJ"81'lfC Sew-i:ee, PolicyNo."'5 !, Oua5Qu '/'1/ 0/ ' ExpirationDate -Cl/ell 1-H This section need not be compiete~t'~\,'ermit is~M/~olfAf~*f" C!.C • Z-2-D C O SCiC 1 <(1 f { / t / e"{ / / 2._ 0 Certificate of Exemption: I certify that in the perfonnance of the work for which this pennit 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, dama as provided for in S lion 3706 of the Labor code, interest and attorney's fees. ~ C0NTRACT0RSiGNATURE ~NT ., 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 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 improve.ments 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 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 Contractors 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. DY es 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 (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 I 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): ~ PROPERTY OWNER SIGNATURE OAGENT DATE .. Is the applicant or future building occupant required to submit a business.Jl!fill, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ~ Yes L..JNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? OYes D No Is the facility to be constructed within 1,000feetofthe outer boundary of a school site? OYes ~No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. •/A,•,',,' I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (Q Civil Code). Lender's Name Lender's Address • ',1 .,,,_•:;, • ';',,,, I certify th at I have read the application and state that the above information is correct and thatthe information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspecti6n purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: AA OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permtt is not commenced within 180 days from the date of such permit or if the b · · !I"{' y such permtt is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code}. DATE IZ. (.3 D City of Carlsbad Bldg Inspection Request For: 12/16/2011 Permit# CB102317 Title: ISIS-18,236 SF LAB/OFFICE/WHSE Description: TO SAME USE-NO CHANGE IN USE Type:TI Job Address: Sub Type: INDUST 2280 FARADAY AV Suite: Lot: 0 Location: APPLICANT BRYCE GRANT Owner: FARADAY PARTNERS LL C Remarks: AM PLEASE Total Time: CD Description Act Comments 19 Final Structural L 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# lns12ection Histo[Y Date Description Act lnsp Comments 09/08/2011 19 Final Structural NR TP 09/08/2011 29 Final Plumbing NR TP 09/08/2011 39 Final Electrical NR TP 09/08/2011 49 Final Mechanical AP TP RTU S, VENTS 09/06/2011 89 Final Combo co TP 09/02/2011 89 Final Combo CA TP Inspector Assignment: TP Phone: 61159 Inspector: Requested By: DOUG Entered By: LETICIA 08/04/2011 14 Frame/Steel/Bolting/Welding AP TP T-CLNG GRID LABS 164, 165 08/04/2011 24 Rough/Topout AP TP 08/04/2011 34 Rough Electric AP TP CLNG LITES 08/04/2011 34 Rough Electric AP TP ROOM 185 08/04/2011 44 Rough/Ducts/Dampers AP TP DUCTS, EXHAUST LABS 164, 165 07/18/2011 17 Interior Lath/Drywall AP TP RMS. 160-182 07/14/2011 14 Frame/Steel/Bolting/Welding AP TP RMS 180-182 City of Carlsbad Bldg Inspection Request Permit# CB102317 07/14/2011 07/14/2011 06/13/2011 06/13/2011 06/13/2011 06/13/2011 06/09/2011 05/18/2011 04/29/2011 04/29/2011 04/27/2011 04/27/2011 04/27/2011 04/27/2011 04/27/2011 04/21/2011 04/21/2011 04/15/2011 04/14/2011 04/14/2011 04/14/2011 04/08/2011 04/08/2011 04/07/2011 04/07/2011 04/06/2011 04/06/2011 04/05/2011 04/05/2011 03/31/2011 03/30/2011 03/30/2011 03/15/2011 03/15/2011 03/09/2011 03/09/2011 03/09/2011 03/09/2011 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 84 Rough Combo 23 Gas/TesURepairs 14 Frame/Steel/Bolting/Welding 34 Rough Electric 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 17 Interior Lath/Drywall 44 Rough/Ducts/Dampers 22 Sewer/Water Service 17 Interior Lath/Drywall 22 Sewer/Water Service 44 Rough/Ducts/Dampers 17 Interior Lath/Drywall 24 Rough/Topout 14 Frame/Steel/Bolting/Welding 34 Rough Electric 14 Frame/Steel/Bolting/Welding 34 Rough Electric 14 Frame/Steel/Bolting/Welding 34 Rough Electric 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 15 Roof/Reroof 21 Underground/Under Floor 21 Underground/Under Floor 44 Rough/Ducts/Dampers For: 12/16/2011 Inspector Assignment: TP AP TP II II AP TP· AP TP TCEIL AP TP AP TP CLNG LITES AP TP DUCTS,VAVS PA TP TO START TILE AP TP EXTEND LINE TO NEW W/HTR LOC. AP PD @ RESTROOMS AP PD AP TP N/INC W. RESTROOMS AP TP AP TP INDUSTRIAL WASTE AP TP II AP TP DUCT PRE WRAP AP TP ROOMS 162,164,165,173,175,177,100 FUT. NR TP --- PA PY UNDERGRD PLUMB FOR EXISTING FLOOR SINK PA MC TO 12FT FROM FP@ RM 145, 150, 160, 170&181 CO MC PA MC DUCT SEALING ONLY@ RM 145-146 & 161 -165, PARTIAL AT RM 100 AP TP LOW WALL & HALLS AP tP RESTRM & MISC SANT. WASTE AP TP HIGH WALLS (NON PLUMB) AP TP AP TP NON PLUMB HIGH WALLS AP TP AP TP LOW WALLS AP TP AP TP FULL HT WALLS TO COVER UPPER HALF PA TP UPPER HALF FULL HT. WALLS (W/PERP ATTCH. TO STRUCT. ABOVE WC TP AP TP SLAB PREP @ PLUMB TRENCHES AP TP WC TP AP TP 1 W WASTE CO TP NEED SEWER A/B & MAT APR. PA TP DUCT PRE WRAP G -H LN. 1 -4 Cit, of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite C!:i[V Plan Check #: Permit #: CB 102317 Project Name: ISIS-18,236 SF LAB/OFFICE/WHSE TO SAME USE-NO CHANGE IN USE Address: 2280 FARADAY AV Contact Person: Phone: Sewer Dist: CA Water Dist: CA Date: 12/20/2011 Permit Type: Tl Sub Type: INDUST Lot: 0 .......................................................................................................................................................... . ~;pected ~- Inspected ~::ected: ti./ \"l.-(Zer-1( Approved _/_. _ Disapproved: __ Date By: ___________ Inspected: ____ _ Approved: ___ Disapproved: __ Inspected Date By: Inspected:_____ Approved: ___ Disapproved: __ ........................................................................................................................................................... Comments: _______ .;...._ ______________________ _ EsGil Corporation In <Partnersfiip witfi (Jovemment for (Bui{aing Safety DATE: 2/23/2011 JURISDICTION:-City of Carlsbad PLAN CHECK NO.: 102317 SET: III ~ANT ~ D PLAN REVIEWER D FILE PROJECT ADDRESS: 2280 Faraday Ave. ; \ ... PROJECT NAME: Isis Pharmaceuticals 2280 Lab Renovation D D D D i' ,f ·~ The plans transmitted herlewith h1g1)1;e ':been corrected where necessary and substantially comply with the jurisdiction's · ,_ · _:2).f.6odes. . 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. · The plans transmitted herewith have significant deficiendes identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitt~d herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · The applicant's copy of the check list has been sent to: Grant Bryce 1896 Rutherford Road Carlsbad, CA 92008 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: Grant Bryce Telephone#: 760 931 9200 x2707 Date contacted: (by: ) Fax #: 760 603 2700 Mail Telephone Fax In Person D REMARKS: By: Glen Adamek EsGil Corporation IZI GA D EJ D PC Enclosures: 2/1'6/2011 9320 C~esapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , EsGil Corporation In <Partner-sli.ip witli. qovernment for (JJui{<ling Safety DATE: 12/14/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 102317 PROJECT ADDRESS: 2280 Faraday Ave. SET: I PROJECT NAME: Isis Pharmaceuticals 2280 Lab Renovation D ~NT D~ 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. ~ 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. ~ The applicant's copy of the check list has been sent to: Grant Bryce 1896 Rutherford Road Carlsbad, CA 92008 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Grant Bryce (1-H! Telephone#: 760-931-9200 >C 2-:/0 1 Date contacted: rt..f,.s/r-o (by:~ ) Fax #: 760-603-2700 Mail Telephone v-Fax, In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation ~ GA ~ EJ O PC 12/7 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 102317 12/14/2010 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 102317 OCCUPANCY: B/S2? TYPE OF CONSTRUCTION: III-B ALLOWABLE FLOOR AREA: ? SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/14/2010 · FOREWORD (PLEASE READ.): JURISDICTION: City of Carlsbad USE: office/storage ACTUAL AREA: STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/7 PLAN REVIEWER: David Yao 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 in 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. City of Carlsbad 102317 12/14/2010 Please make all corrections, as ·requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two Wf).ys: 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 1. Plans 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. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Classification(s) S-2? S-1? + Description of Use the storage for noncombustible material only for S-2? 3. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. 4. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls.(Does all new walls type B? the walls around "DOC STORAGE and IDF" 83? Please clarify the wall type on sheet A-210.) • SITE PLAN 5. Provide a fully dimensioned site plan drawn to scale. Sec. A 106.1.1. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. City of Carlsbad 102317 12/14/2010 6. Provide a statement on the-site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 7. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2.(per the area calculation on·sheet A-101 30 feet side yards on all sides) · • BUILDING AREA 8. The area analysis shown on A-101 appears to using "non-separated" option. The allowable area for non-separated use option is tryin,g to show the total floor area is within the allowable floor area based on the worst occupancy. (B or S-1 if the occupancy group has been revised). • ACCESSIBILITY 9. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 10. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. . 11. To speed up the review process, note on this list (or a copy) whe.re each correction item has been addressed, i.e., plan sheet, n(?te or detail number, calculation page, etc. 12. 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 change~ been made to the plans ~ot resulting from this correction list? Please indicate: D Yes D No 13. 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 David Yao at Esgil · Corporation. Thank you. City of Carlsbad 10231 7 12/14/2010 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to· comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. . . b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if.any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. MULTIPLE ACCOMMODATION SANITARY FACILITIES (Provide detail dimension for the existing bathrooms to show these bathrooms comply with the following dimensions.) City of Carlsbad 102317 12/14/2010 FLUSH ,t,CTNATOR ON WIDE SIDE _ ___,, 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN.AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. 60"MIN. 42" MIN. GRABBAR --1 I // I I 34" I 36" MIN. :z MIN CLEAR GRAB BAR :; . I l===~~=====:=;;:==:::;;;j -".'s \ \ 60" MIN. DIAMETER \ CLEAR / \ '-. / . ___ / r-------30" X 48" I CLEAR SPACE I I L __ _ 44" MIN. CLEAR r-:---- 1 I I 60" x 60" I LEVEL AND CLEAR I I 0 <O 2. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 1115B.3.1.2. 3. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1 .4: a) ~28" clear space from a fixture (or ~32" clear space from a wall) at one side. City of Carlsbad 10231 7 12/14/2010 b) The other side of the water closet shall provide ·1 a" from the centerline of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) ~48" if the compartment has an end opening door. ii) ~60" is required for side opening doors. e) Grab bars shall not project more than 3" into the clear spaces indicated. 4. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side. 5. • GENERAL ACCESSIBILITY REQUIREMENTS • ACCESSIBLE SINKS Per Section 11178.9, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor space at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. b) The accessible sink shall be a maximum of 6-½" deep. The sink shall be mounted with the counter or rim no higher than 34" above finish floor. Knee clearance that is at least 27" high, 30" side and 19" underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or · abrasive surfaces under the sink. c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. City of Carlsbad 102317 12/14/2010 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 102317 PLAN REVIEWER: Glen Adamek SET: II GENERAL AND ARCHITECTURAL PME ITEMS 1. 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 permits are to be issued. 2. Note, as per CBC, Section 311.3, only noncombustible materials may be stored in S-2 occupancy group. Please provide a complete list of the proposed materials to be stored in the S-2 storage rooms (Process Storage 173; Storage 175; and Storage 177). It looks like the correct storage occupancy to be a S-1 occupancy group. 3. Correct the statement on the Title Sheet of the plans to show compliance with the current Energy Code. As of the first day of 2010 the 2008 edition of the California Energy Efficiency Standards is the correct current Energy Code. 4. Note on sheet A-000, under "Hazardous Material" states: "Hazardous materials associated with this project are under the allowable limits per building control diagrams located on sheet A-002. (For reference only). But no building control diagrams on sheet A-002? But the "Hazardous Materials Report" by Klausbruckner and Associates and sheet-A-101 clearly notes: "Entire building shall serve as one Control Area." Please correct. 5. The Allowable Area Calculations on sheet A-101 of the drawings are incorrect and do not match the Allowable Area Calculations on page 22 of the "Hazardous Materials Report" by Klausbruckner and. Associates. Please correct. 6. 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) 7. Please provide water line piping plans showing the sizes and routes of hot and cold water piping systems. The plumbing plans are incomplete. 8. Please provide the proposed industrial water line plans. The plumbing plans are incomplete. 9. Show· how industrial water system (non potable water system) complies with UPC, Section 603.4.11. Show signs at outlets and detail piping identification. City of Carlsbad 10231 7 12/14/2010 10. Please provide drain waste and vent plumbing plans showing new and existing piping sizes and routes. 11. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 12. Correct the water line sizing calculations on sheet P0.2: Include the water pressure, pressure loss calculations; water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. a) As per CPC, Chart A-1 the water pressure loss through the two 1 inch water meters is too small for the water demand shown. Please correct. b) The water line sizing calculations do not show the water demand on the potable water -system by the industrial water system. c) Provide data for the pressure losses through the ¾ inch back flow devises. The 14 psi looks to be too low. d) A complete review of the water line plans and sizing calculations will be reviewed when plans are provided and calculations are corrected. 13. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands, gas pressure~, and pipe sizing method used. UPC Section 1217.0. 14. Please provide riser or isometric gas line plans showing existing and new gas lines. 15. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internarsediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 16. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1. No water line piping plans showing the plumbing of the thermostatic mixing valves. 17. Plans show the required condensate waste line from the existing air conditioning units to remain for future being removed and no condensate waste systems provided. Please correct. 18. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 City of Carlsbad 102317 12/14/2010 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 19. Please provide calculations to show compliance with UMC, Section 1105.3 for the maximum allowed amount of refrigerant in the walk-in cooler and freezer boxes as per UMC, Table 11-1 or please provide the· required refrigerant vapor detection and alarm systems. 20. Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the A 1-system horsepower rating, for the walk-in cooler and freezer boxes. 21. Show the ventilation discharge clearances as per UMC 1108.7, for the walk-in cooler and freezer boxes. 22. On the mechanical drawings please detail the how the outside air is provided in areas requiring "transfer air" as per the MECH-3C forms in the energy design. UMC 403.0 & Title 24 121(b)2 & (d). 23. The mechanical energy design (MECH-forms) do not show the reheat coils shown on the mechanical plans. Please address. 24. Please provide more data on the required exhaust ventilation systems noted in section 5.2 of the "Hazardous Materials Report" by Klausbruckner and Associates". Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Please address the materials to be exhausted by each of the required exhaust systems. b) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). c) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 d) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 e) Detail the required make-up air as per UMC 505.3 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 and Table 5- 1 i) Detail duct cleanouts as per UMC Section 506.3 City of Carlsbad 102317 12/14/2010 j) Detail required explosion venting of dust collection systems as per UMC 506.4 & 610.4 k) Detail duct support as per UMC 506.5 & 6040.5 I) Detail fire protection as per UMC 506.6 & 610.6 m) Detail clearances from combustibles as per UMC 506.7 & 610.7 n) Defail protection from physical damage as per UMC 506.8 & 604.4. 25. Detail the required ladder to the existing roof access hatch. 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. 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 ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. The following mechanical equipment is on "emergency power" per the mechanical schedule: AH-4 & HP5-C. I can't follow these requirements on the electrical, please clarify. 2. Exhaust fan (2) requires an explosion proof motor. Is the motor, area around the motor, or any area adjacent _to the exhaust source considered a Class I location? ENERGY CONSERVATION •!• The energy is fine as submitted. 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. END OF DOCUMENT City of Carlsbad 102317 12/14/2010 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 102317 DATE: 12/14/2010 BUILDING ADDRESS: 2280 Faraday Ave. BUILDING OCCUPANCY: B/S TYPE OF CONSTRUCTION: III-B BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier T.l. 18236 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance 1..-/ Plan Check Fee by Ordinance / sr / Type of Review: 0 Complete Review D Repetitive Fee _ 1..-1 Repeats Comments: D Other D Hourly EsGil Fee Reg. VALUE Mod. per city D Structural Only i------lHr. @ • ($) 638,260 638,260 $2,531.441 $1,645.441 $1,411.s11 Sheet 1 of 1 macvalue.doc + EsGil Corporation In <Partnersliip witli <]overnment for <Bui{tfing Safety DATE: 1/27/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 102317 PROJECT ADDRESS: 2280 Faraday Ave. SET: II PROJECT NAME: Isis Pharmaceuticals 2280 Lab Renovation q__.Ae2~ANT ~ 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. ~ 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. ~ -The applicant's copy of the check list has been sent to: Grant Bryce 1896 Rutherford Road Carlsbad, CA 92008 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Grant Bryce Telephone#: 760-931-9200 x2707 Date contacted:, /z,,i../ re (by:{~) Fax #: 760-603-2700 MaiJ.__./1"elephone D REMARKS: By: David Yao Fax/ In Person EsGil Corporation 1:81 GA D EJ D PC Enclosures: 1/19 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 h City of Carlsbad 102317 1/27/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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 ahd 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. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 102317 PLAN REVIEWER: Glen Adamek SET: II GENERAL AND ARCHITECTURAL PME ITEMS 1. The plumbing and mechanical drawings are not signed by the licensed Mechanical Engineer that sealed the drawings. 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 permits are to be issued. 6. _The sheet M1.1 shows a HVAC unit 'AC-4 (3.5 tons) to be relocated. See sheet M2.2 for new location.' But sheet M2.2 and/or sheet M2.3 do not show the new location. (Correct all cross-references to sheet M2.2 on sheet M1 .1.) Also, the relocated AC-3 and new exhaust fan EF-8 are shown to have service areas and/or the units less than 10 feet to the edge of the roof, so Guards are required. Please correct the drawings to show the. required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where ), ,., City of Carlsbad 102317 1/27/2011 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) 7. Complete riser or isometric drawings for th~ domestic water system has not be provided, so the water demands and pipe sizing can not be checked. Please provide water line piping plans showing the sizes and routes of hot and cold water piping systems. The plumbing plans are incomplete. 8. Complete riser or isometric drawings for the industrial water system has not be provided. The water demand of only 6 tank type fixture units seems to be too low. Please show all connections to the industrial water system. Please provide the proposed industrial water line plans. The plumbing plans are incomplete. 11. The detail 5 on sheet P5.1 does not show the required Thermostatic mixing valve on the hot water system. Please correct. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1. 12. The water line sizing on sheet P0.2 is incomplete and incorrect as per the data provided. Correct the water line sizing calculations on sheet P0.2: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. A) The response provided seems to say "the serving water agency only uses Badger water meters for the two 1 inch water meters. · And meter cut sheet is provided." But no water meter cut-sheet provided in the plan package provided to Esgil Corp. And a letter from the serving water agency stating they use only "Badger" brand water meters for 1 inch water meters. Or, correct the water meter pressure losses. Also the water line sizing calls out for "Hersey" water meters, not "Badger" brand water meters. As per CPC, Chart A-1 the water pressure loss through the two 1 inch water meters is too small for the water demand shown·. Please correct. · B) The water demand of only 6 tank type fixture units noted in the responses for the industrial water system seems to be too low for the industrial water system shown. Please correct. The water line sizing calculations do not show the water demand on the potable water system by the industrial water system. C) The response provided states cut-sheets for back flow devises is provided with pressure loss charts. But the data was not included in the plan package provided to Esgil Corp. for review. Provide data for pressure losses through the ¾ inch back flow devises. The 14 psi looks to be too low. City of Carlsbad 102317 1/27/2011 D) A complete review of the water line plans and sizing calculations will be reviewed when plans are provided and calculations are corrected. 14. Please correct the gas line plans on sheet P0.1: Please provide riser or isometric gas line plans showing existing and new gas lines. A) Show the required gas shut-off valves just upstream of new gas pressure regulator for relocated Boiler. 8) The assumed future gas loads on the low pressure gas system is not shown. Please correct. C) The gas line plans do not show all the new and existing gas line sizes. Please correct. D) For the 150 foot developed gas pipe length for system serving the two relocated gas fired water heater the 1 inch gas line is undersized as per CPC, Table 12-8. E) Pleas.e correct the detail 1 on sheet P0.1 to show the required gas piping sediment trap between the relocated Boiler and the required appliance gas shut-off valves for relocated Boiler. 15. Please correct the detail 1 on sheet P0.1 and detail 2 on sheet P5.1 to show the required gas piping sediment trap between the appliance and the required appliance gas shut-off valves. 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. 17. Where on the drawing are the condensate waste piping systems shown? Plans show the required condensate waste line from the existing air conditioning units to remain for future being removed and no .condensate waste systems provided. Please correct. 18. Where on the architectural drawing are the floor slopes to the floor drains shown? Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 19. The "Freezer manufactur~r and vendor" have not provided responses, cut- sheets, plans, details and calculations for the proposed walk-in freezers and/or cooler boxes. Please provide calculations to show compliance with UMC, Section 1105.3 for the maximum allowed amount of refrigerant in the walk- in cooler and freezer boxes as per UMC, Table 11-1 or please provide the required refrigerant vapor detection and alarm systems. 20. The "Freezer manufacturer and vendor" have not provided responses, cut- sheets, plans, details and calculations for the proposed walk-in freezers and/o·r cooler boxes. Clearly show the refrigerant classification, the amounts of City of Carlsbad 102317 1/27/2011 21. 23. 24. each system refrigerant used, -and the A 1 system horsepower rating, for the walk-in cooler and freezer boxes. The "Freezer manufacturer and vendor" have not provided responses, cut- sheets, plans, details and calculations for the proposed walk-in freezers and/or cooler boxes. Show the ventilation discharge clearances as per UMC 1108. 7, for the walk-in cooler and freezer boxes. The Reheate Limitation, columns J, K, L & M of MECH-3C form for reheat coils RH-1, RH-2, RH-3, RH-4, RH-5 & RH-6 are all blank and reheat coil RH- 7 is not listed .. Also, the equipment schedule shows air handler AH-4 supplies air to reheat coils RH-6 and RH-7. And air handler AH-6 supplies air to reheat coils RH-1, RH-2, RH-3, RH-4, & RH-5 The dones not seem to match the MECH-3C forms. The mechanical energy design (MECH-forms) do not show the reheat coils shown on the mechanical plans. Please address The Drawings and the "Hazardous Materials Report" by Klausbruckner and Associates" no not address what materials are proposed to be used und_er (or within) each of the proposed fume hoods. Please provide data to show, as per the response provided (no product conveying exhaust). Clearly show that no corrosive, no Toxics, no Highly Toxics and no particulate materials to be used within the fume hoods. (The data provided only address the limits on the flammable vapors and fumes.) Please provide data and clearly address compliance with the following for the fume hood systems. Please provide more data on the required exhaust ventilation systems noted in section 5.2 of the "Hazardous Materials Report" by Klausbruckner and Associates". Detail exhaust ventilation system compliance with UMC Chapters 5 &6. A) B) Please addr~ss the materials to be exhausted by each of the required exhaust systems. Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). C) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 D) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 E) Detail the required make-up air as per UMC 505.3 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 and Table 5- 1 J City of Carlsbad 102317 1/27/2011 I) Detail duct cleanouts as per UMC Section 506.3 J) Detail required explosion venting of dust collection systems as per UMC 506.4 & 610.4 K) Detail duct support as per UMC 506.5 & 6040.5 L) Detail fire protection as per UMC 506.6 & 610.6 M) Detail clearances from combustibles as per UMC 506.7 & 610.7 N) Detail protection from physical damage as per UMC 506.8 & 604.4. N.ote: 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 ite.ms have been addressed on the plans. END OF DOCUMENT ' \....-· BRIAN DEPJRES I j l TO: DOUG l From _B_R_I_A_N _____ _ We are respectfully submitting our id AT; \ ··-- FAX: ---------------{619) 698-7755 TEL: ---------------CEL: ~-------------- 0 Cooler 0 Holdlng Freezer . All. s~ction.$.are . 4'~ PANel.. 0 combo Approx. ·40• L x 12' D X 1 0' H Outsldo Olmonslons · -GalvaniZ!:l.ci ~teel In & Exposed '01:!x. except as noted, Construction: 0 NSF D Los Angeles RR 0 C~m Down Ceillng D EPS Sllp Lock Ceillng Floor: 0. U,l; Listed, Cla ,s 1, Non-CFC, Urethane foamed·iri~place lnsulaifon·· 1 .• 0 rongue & Gro ive High Density Foam Rall , · · D Lag.Down Celling D Wood Constru tlon O Non:NsF: D EPS Slip Lock Panel D None/By Othe is 0 Freeier Only •:, D Throughout 0 ,040" Alumlnur with 3/4" plywood backing 0 Insulated Floor with NSF Radius D Without Ramp 0 Wltl\ Ramp 0 Interior D Exterior · Doors: 2 0 36" x 78" Cam Ult Doors ------Freezer lnoludE s: 0 Handle w. lock 0 Heated Vent QJ Flush 0 Door Closer 0 Door Heater . . 0 Sfngle Horizon al Manual Sliding Ooor/s ----X 0 Glassdoor ----.,. Door size x ---- NOTE: with lights -----------------------adjustable std shelves ----Corner shelves \,_ Accessories Includes: 0 Thermometer 0 Standard Covlr g 0 Trim/s . . . . 6 0 VP Proof (loose) • 0 ·Klo:plai:e/s D In D Out ___ 0 30" X 72" View W!ndow/ !~ose O Celling Enclosure up to 24" hlgn / 9' 0 Door hood / loose D SE White 0 Sil!cone/caulkl g/Screws 0 Ught Switch/es ---0 Plastic Curtain -0 A!umlnum ___ D D[gltal Thermometer ==o Stainless ---------- Enclosures not included unless soi oifled . _r.O.B. City Of Industry Tax NOT INCLUDED J lNCLUDED . ·I 0 Outdcor , LJ TOP DROP l:!J LARKIN IJNTf Refrigeration .System: Cooler 35. 1 38 D Indoor 2 HP with l::'.J Hermetic 1 ea C.CAS.135 / R-404 4-c:1rc~1h, _________ ....;._ _____ _ --- LCE / re~," er.-.+ __ s.-'1_2 .. o __ R_·4_0_4A _____ ...,2""'01~ eo..ct. Freezer-5' 1 HP with ---3 ea . 95° Ambient 0 EC Mo ~rs 0 Mounted Component · D loose c;omponent O Master/Slave on 2-coll system ,-.-f-t = ion ;.J 0 208·2~0/60/1 0 2D8-230/60/3 .. D 4.60/60/3 [ (NCLUDED ] Oulduor t:ondenser comes wllh praasse!'nbled drier, sight glass, thermostat. solenoid, & lime clqftprovided for Freezer & Cooler units. Matching preassembred _'. evaP.oratcir coll lnclude.d. · ,:~ 1,, .. TOTAL~ FOR BOX1 E1tlUIPMENT, TAXES, DELIVERY, INSTALL COMPLETE:$ 31,800 OPTION: INSULA rsJ FLOOR AT COOLER IF NEEDED, PLEASE ADD $ 3,450 We also highly recomme_n~ additional 4 year extended compressor exchange warranty i $ 260.00 ·-...... Delivery: J weeKs ~,fl~r rnce1pt of .:;ipproved drawing and deposit It required Price valid for 10 days ~NL~ Customer Approval ............... ~.--····---.............. ~J-•J··--· r • d ,. , .KLAUSBRUCKN.ER A;NO ASSOCIAT~S ·RESPONSE 4105 Sorrento Valley Blvd;· San Dieg9, CA 9~121-___,_,,,, __ , _~ ~-~,m-,~-----=--•- · February 16, 20'11 Glen j\damek ·. ESGIL . ' 9320 Chesapeake Drive SaiJ.I)i~go; CA 92l23-l3S5 RE:: ·Is.is Pharmaceuticals 2280 LabRenovatiQrt Plan Check Nwnber 102317 _, Revision 1 Dear Mr. Adamek: ·Tel; (858) 677-9878 Fax: (858) 677-9894 On J,eh,ai:f of,JSIS, we are responding-to your pl~n check comments as they relate,.to the Isis Phannac.e1=1p.eals 22$9 lab-renovations: . Com:rnent #24: 'The required expaust ventii~ti011 systems ate withi.Q. the PD ~d POC labs. Although· bo.th· labs hl:).v~ a small .number of fla~ble liquids which are also cla$sified as corrosive ur·toxic; these particular chemicals will not be used in-the hoods. These chemicals are < V , ~~e<On:tlQsed-sx~J~ms 'Qn t4.~ 1::i~nc4 top·with 119, vap9r e.iwssjons. Tlw.re:f;'.Qre, ~o .. c~.o~iYes .. Qr. ·. -· ;;:. >?:"':.~?. toxics'lhighly toxics and-~o part_iculate materials wiirbe used within the fume hoods. . [Response pr0..vided bi,JSIS]'The most common chem1cals used within the chemical fume hoods for the: PD and POC .labs include, but are not lfurited to, acetone, acetonitrile, ethanol, methanol,.· phenylageo/ldisulfide, pyridine,: salt buffet solutions, s9dium acetate, toluene and water. These chemicals are present-either as individual purified reagents or in combination as soh,itions. Haz~dous m&terials are .-used :for :testing and dfvelopwent activities, including solid phase synthesis .in: ·the .POC lab and HPLC in the· PD lab; all -processes are carped out 111 closed systems with no emissions to hoods. Per company safety :Policy, incompatible chemicals are not stored . togetlier within chemical fume hoods. Corrosive, chemicals· ate used.ort·the bench top;in closed-system~, with no vapor emissions. These systems are s_et1Jp.as described below [Description provided by ISIS]:·. • .In th~· ~hannaceuti9aJ. bevelonmeht (PD) Lab,·Jiquid ·phase chernipals are stored iri sealed glass .containers ~n~ c.ohilected to HPLC. with Teflon tubing that passes through air-tight conp.ection~ in the bottle 9aps. The chemicals ~re then slowly pumped through a:_ small capillary-coltinin under· high p;ressure to · separate out compounds · of different mass and ·polarity. After.passing tbrough~a detector, the. qhemicals are pumped to a waste carboy, fitted with a carpon filter to prevent emission of vapors. The entire system is closed to ensure p-qrlty of chemicals and maiiitert&nce of the high pressure required for proper operation of the .ins tnime:n,t. · tsfs·-_2855 GazeJle,Ct., C~lsQad; CA _Pl~· Clie¢k #101045 . february 16~ 2<Hl ·· Page-2·of2 · • 11) the .Process .()rganic Chemistry (POC) Lab, cheniicals are-stored in sealed glass bottles -, pi'es_surized witll. nitrogen.to,push them into the synthesizerthroilgh Teflon tubes connected to .. _: pt_>rts .-on ,the QOttle' caps. The -~hemicals pass thro~gh a coltllDil to. create the appropriate · chdmi~al reactio~ and then through Teflon tubing into a waste container, fitted with a carbon 'canister to prevent emission of vapors into the lab. the entire synthesis process is a closed syst~rti_.· · · lfyou_have MY questions, or:·n~ed additional information, please call at 858-677-9878. Your:. consideration is greatly·_appreciated. Sincerely:, 4 -~ ' ~ -. ' . ' _: ', .. -:·-' Marissa ·Miyao · ·Kiausbruckner & Associates Inc. -j ' . . ~ By way ~f ID?[ signature, ISIS ·agrees to the conditions and restrictions stated in this letter. ~ -·.,;_,, M , .... ; '.:i > A'J~ .. -<\).~ --~ . '1.-/6-I/ Date· ~---------------- ~-~, ,,,;t~ ~-.~s~)'\ "-' -.-..-1 J'·' ~-CITY OF BUILDING PLANCHECK CHECKLIST Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov CARLSBAD E-36 DATE: 12;£ g Jr O PLANCHECK NO.: <fl;.pc \ 0--2--3 ('] · SW N/A BUILDING A DRESS: :22..--tt, D f P:::R.,t\DAY V r\ PROJECT DESCRIPTION: TI ( Re UJ NS~,-tf"Ptc.& no J-li\CrE-~ LA fb ~rf\ot:.-J ASSESSOR'S PARCEL NUMBER: 2--:(1,;=Q{e l-4--:::y-OD EST. VALUE: 03612.-b tJ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to ensure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL e see the attached list of outstanding issues marked with Make necessary corrections to plans or specifications for pliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Only the applicable sheets have been sent. 12-/281-10 J By: ___________ Date: ______ _ By ___________ Date: ______ _ By Date: ------------------ FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING r;J._Mff:;;__ -Date: /, 'Lft ( i i ATTACHMENTS D Engineering Application D Dedication Checklist D Neighborhood Improvement Agreement D Grading Submittal Checklist D Reference Documents D Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water D Compliance Exemption Form D E-36 Name: email: ENGINEERING DEPT. CONTACT PERSON Linda Ontiveros City of Carlsbad linda.ontiveros@carlsbadca.gov Phone: 760-602-2773 Fax: 760-602-1052 NOTE: If there are retaining walls associated with your project, please check with the building department if these walls need to be pulled by separate RETAINING WALL PERMIT. Page 1 of 7 REVS/30/10 SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: harrow -B Existing & proposed structures fl Existing street improvements B ..Q Property lines (show all dimensions) Q g Easements g Q-Right-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Submit on signed /approved plans: DWG No. cf.. hJJ_D tTI 0~ AC COMfA~N:GS 2. Show on site plan: ---el' Drainage patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". -EJ Existing & proposed slopes and topography -B Size, type, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. fl Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include oil title sheet: ite address IA.ssessor's parcel number -:-Af>N NO : 2-I :2.-Of;;, ( -,/,,,,-----(JC> Legal description/lot number "\ "? · For commercial/industrial buildings and tenant improvement projects, include:' total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMIT NUMBER ~ &J -·oo ".2-<-e Tl Lot/Map No.: f ~ ~L-{t :7 J)w& 2l/!v ~ Subdivision/Tract: PD:h@(1rQ} bz,~{o Reference no(s)J:wr) O;,-ifS'?}\ ~3 ) E-36 Page 2 of7 REV6/30/10 D D E-36 DISCRETIONARY APPROVAL COMPLIANCE 7:1 Project does not comply with the following engineering conditions of approval for project no. _ _D.. All conditions are in compliance. Date: __________ _ DEDICATION REQUIREMENTS --0..,Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding$ 17,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: ______________________ _ Dedication required. Please have a registered civil engineer or land surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of building permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the engineering department in person. Applications will not be accepted by mail or fax. Dedication completed by: _______ _ Date: _____ _ IMPROVEMENT REQUIREMENTS ~ All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds$ 82,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _________________ _ __g Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441. 00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Page 3 of 7 REV6/30/10 D D E-36 Future public improvements required as follows: -d Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the engineering department. Neighborhood Improvement Agreement completed by: Date: ~o public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the city inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16 of the Municipal Code. __g Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. Q. Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. -D Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector. The inspector will then provide the engineering counter with a release for the building permit. ~ grading permit required. MISCELLANEOUS PERMITS --B A RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: 0 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. Page 4 of 7 REV6/30/10 m/ D D E-36 STORM WATER -Construction Compliance ~oject Threat Assessment F~rm complete. -El Project Threat Assessment Form incorrectly completed. -Q. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW __ __, --Q_. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Develo ment SUSMP Com liance -B- -B El fl Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. ( rOrJe.) Disconnect discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas. See SUSMP. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. Trash storage areas must be designed per city standards (GS-16) to avoid contact with storm runoff. Project is subject to Priority Development Project Requirements. Prepare and submit a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by city. Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit. Required fees have been entered in building permit Drainage fee applicable Added square feet ___ _ Added square footage in last two years?_ yes_ no Permit No. ______________ _ Permit No. ______________ _ Project built after 1980 _yes_ no Impervious surface > 50% _yes_ no Impact unconstructed facility _yes_ no Fire sprinklers required_ yes_ no (is addition over 150' from center line) Upgrade_ yes_ no No fees required Page 5 of7 REV 4/30/10 D E-36 WATER METER REVIEW D Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the city will not accurately bill the owner for the water used. • Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1"meter. NOTE: The connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. • For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾: • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. D Irrigation Use (where recycled water is not available) All irrigation meters must be sized by the landscape architect based on the flow demand in gallons per minute (gpm) for the area to be irrigated. The minimum size meter(s) shall be capable of supplying the peak irrigation water demand determined. • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". • If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically the planning department landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve) • Total sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection Page 6 of7 REVS/30/10 E-36 ~ W,igation Use {where recycled water is available) · 7 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are ·exempt from paying the San Diego County Water Capacity fees. However, if they front a street on which the recycled water is there, but is not live (they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If recycled water is eventually supplied to the service connection and meter within one year of the original application for Water meter Permit, the customer must prepare and submit the San Diego County Water Authority's "Capacity Charge Refund Request" form to CMWD for verification to request the connection fee refund. D Additional Comments: 'PL.£A.SE" \f\\C,LU 9£: 10T/L\L.. e,VLlLD I NG-~A~ 2 ooyblf\t3 Page 7 of 7 REV6/30/10 C/)0 (.!) 0 z. _N 0:::0 <Cl") w 3:: en:= co LL.. _o Oco en f'J -00 en..- <Cz CD APPLICANT: , . a 60' ~ 2282 FARADAY AV£ ~ ~ PARCEL "C" \::J) ~ ~\ ) r~ . ~~-::::-\..- r, I I~-:?"'-::::-SEE SHT. 5 ..J ----~ LJ L -------~~ N 71°33'54"E 242.68-;--------...... I BUILDINGL I 2280 FARADAY AVE I OLD PROPERTY LIN£ I I APN 212-061-32 I I L_ ----__J -- PARCEL ''A" 2.035 ACRES N 71°33'54"E 153.23' o· L=192.4 o' ' 2 ., R-658.0 L\= 16 ° 45 1 - FARADAY AVENUE ADJUSTMENT PLAT-CITY OF CARLSBAD PREPARED BY: APPROVED BY: 120' 180' PARCEL "8" 2292 FARADAY A VE A.P.N.: EXHIBIT "B" SHEET J OF 6 ADJ. 02-16 /SIS Pharmaceuticals, Inc. 2292 Faradav Avenue . HUNSAKER & ASSOCIATES 10179 HUENNEKENS ST. SAN DIEGO, CA. 92121 (858) 558-4500 RCE 23889 ~-"F-'o~~ 212-061-31, 32, JJ, JE R 'IK(,IJ/o3 . Carlsbad, CA 92008 R:\0257\<W4P\B4 PH 1 SHT. 03.DWG REG, NO, EXP. 12 31 2005 . «~}p ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT 8-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: ,S. Building Permit D Right-of-Way Permit Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria ~ My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code}; or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet,. an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, D My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to Citv Standards. Project Address: Assessor Parcel No. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where ii can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. · B-24 22$0 8,\roc\<J fw-e, Owner/Owner's Authorized Agent Name: Page 1 of 1 .Z 12 -o 6 ( -01-c;e TIiie: \; l CE ?i"'a:S;DGYJ1' Dr/to Rev.03/09 ~ 1' «~~l~ ~-,CI TY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov !SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE YES NO Do~s you project meet one or more of the following criteria: 1. Housing_ subdivisions of 10 or more dwelling_ units. Examples: single family homes, multi-family homes, )( condominium and apartments 2. Commercial -g_reater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial )< nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. 3. Heavy Industrial I Industry-g_reater than 1 acre. Examples: manufacturing plants, food processing plants, metal )< working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, :)<. 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the )< land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. 6. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an X. area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or areater. 7. Environmentally Sensitive Area (ESA>1. All development located within or directly adjacent2 to or discharging directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ,( ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8. Parking_ lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban X runoff 9. Streets, roads, hig_hways. and freeways. Any paved surface that is 5,000 square feet or greater used for the X transportqtion of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet ~ 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than ~ 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is L considered a Pollutant-generating Development Project4• .. .. 1 Environmentally Sens1t1ve Areas include but are not hm1ted to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surroundin ervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of3 REV 3/23/10 .. ~ «--~~} ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I SECTION2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Proiect (see definition in Section 1 ). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? C. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and ( 1 )create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. I SECTION 3 Questionnaire Results: D My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. Bl My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box Address: Z..Uf~ F Q\'(OIJQ\ E-34 Assessor's Parcel Number(s): 2.,2--o 61-()\ -oo Applicant Title: V ,(£ Pl2Gst OeiVT Date: { / /2.. .3 {LJ Page 3 of 3 This Box for City Use Only NO By: Date: REV 3/23/10 .• ~DD ~DD ~DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB10-2317 Address 2280 Faraday Av Planner Chris Sexton Phone ..... <7~6~0-) _60_2_-_4=62~4 _______ _ APN: 212-061-45 Type of Project & Use: Tl Net Project Density:N/A DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone: § CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: lZ! Item Complete Environmental Review Required: DATE OF COMPLETION: D Item Incomplete -Needs your action YES O NO O TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: . YES D NOD 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 D CA Coastal Commission Authority? YES O NO D 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 D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NOD (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 YIN, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc · Rev 4/08 Site Plan: rgJ D D rgJ D D ODD @)oo Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. 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: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: 5. Parking: 1 IJ poo Required · Shown 1 /-;}So ~~r~ 0,3'2>'-t-ijf ~ q --o(:.f\CJt-IL-t 1 l'd-bJjt::, 57 ~l'~?iJ 'Z415f .-10 , a ~aces Required~ Shownh (breakdown by uses for commercial and industrial projec~ rrquired) Residential Guest Spaces Required __ Shown-. _ e'(l-\ \fl\ \ \ @)o D Additional Comments 1) Please provide the correct parcel number on the plans. 2) Please see the attached sheet for the parking breakdown. Please show the parking breakdown according to use. Are you converting some of the warehouse to office space? Or are the improvements like for like? 100 parking spaces are required if you park the use all at office but the site plan indicates only 83 spaces and not the required 100. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUT~DATE !lai / 11 H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 SAMPLE PARKING CALCULATION CHART: PARKING REQUIRED: BIO-INDUSTRIAL: 4,519 sq/ft @ 1/300 = 15 OFFICE: 15,373 sq/ft @ 1/250 = 62 *MANUFACTURING: 7,750 sq/ft @ 1/400 = 19 RESEARCH & DEVELOPMENT: 7,514 sq/ft@ 1/250 = 30 *WAREHOUSE: 21,250 sq/ft@ 1/1,000 = 22 TOT~L REQUIRED: 148- PARKING PROVIDED: . . . REGULAR SPACES: **COMPACT SPACES: ACCESSIBLE SPACES: TOTAL PROVIDED: 148 37 8 193 REQUIRED PARKING STALL SIZE: Standard Stall Size -8 ½ minimum width 170 square feet of area. Compact Stall Size -8' x 15', no overhang permitted. See Carlsbad Municipal Code 21.44 for details. * Please note that in addition to one/space per gross floor area as stated above, one stall for each vehicle used in conjunction with the use must be provided. **Up to 25% of the total required parking may be compact spaces. Carlsbad Fire Department Plan Review Requiremcmts Category: TI , INDUST Date of Report: 03-04-2011 Name: Address: BRYCE GRANT 1896 RUTHERFORD ROAD CARLSBAD CA 92008 Permit#: CB 102317 Job Name: Job Address: ISIS-18,236 SF LAB/OFFICE/WHSE 2280 FARADAY AV CBAD Reviewed by: ~ IM@h8Mt LE I Z 1.ilu item )'Tl bmw suhwitledfor rmdmv idnoowpl0te. Q u~, thts offle&etfflrtot ~e211a!eJx 2ood11ct,a wit'-w-ilerfJ~~ff>Ligab,J~<Jffilicsta~lly al:1 .. .-, @nm&lf!tft(ffm'Md. f'ffltl§'e Y~iifflte iieMMffl'~ ~MiS ttiidA:,r-sp~6it'S, wt eh Cffifffg~ t.l !!Jis office [wcF&¥i&:w,and,a~1- Conditions: Cond: CON0004442 [MET] ** FIRE DEPARTMENT -APPROVED ** Subject to field inspection and required test, notations hereon, conditions in correspondence and conformance with applicable regulations. The stamping of these plans shall not be held to permit or approve the violation of any law. Entry: 03/04/2011 By: GR Action: AP RECOMMENDED FOR APPROVAL ~ Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Grant Bryce PROJECT NAME: Isis Pharmaceuticals Checked by: Susan Guzzetta Date: March 2, 2011 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2280 Faraday Ave. PROJECT DESCRIPTION: CB102317 Improvement of an existing building including construction of new offices, conference rooms, storage, and lab space. INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Susan Guzzetta 949-573-1558 or stguzzetta@gmail.com • PLEASE SEND OR DELIVER REVISED PLANS DIRECTLY TO: SUSAN GUZZETTA 5121 Costa Rustico San Clemente Ca 92673 Corrections: "1 Please make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. Note Added on Sheet A-000 under Deferred Submittals "1 Provide note that the requirements from the Hazardous Materials Lab Renovation Technical Report will be complied with the report dated December 2, 201 0 and prepared by Klausbruckner and Associates. Note added on Sheet A-000 under Hazardous Materials "1 Room #173, #175, #177, and 185 are identified as storage and receiving areas. Please indicate what type of storage is proposed include product, storage arrangement and height of storage. Note: A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. Room #145 has a moveable file system. The track for the filing system will need stoppers on the track for each file column to prevent fire sprinkler obstruction. Please provide note on plan or detail indicating the stoppers. Note added: Material stored in S-1 Occupancy. All materials stored shall comply with storage requirements identified in CBC Sec 311.1 No high-piled storage proposed for project. Addition of high-piled storage shall require a separate plan review technical report and permit. Page 2 of 2 ""/ f,, A-002 ~ Fire Department note #7 states standpipes shall be installed. However, standpipes are not listed under the deferred submittals. Existing standpipes are to remain. No new standpipes are proposed for the project. CORRECTIONS BLDG. DEPT COPY Page: 1 of 1 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. {760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Grant Bryce PROJECT NAME: Isis Pharmaceuticals Checked by: Susan Guzzetta Date: December 21. 2010 JURISDICTION: Carlsbad Fire Departmen~ . f) ;::;/'~ PROJECT ADDRESS: ~rt :;i..,:$ cf PROJECT DESCRIPTION: CB102317 Improvement of an existing building including construction of new offices, conference rooms, storage, and lab space. INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Sw~an Guzzetta 949-573-1558 or stguzzetta@gmail.com · ·· • PLEASE SEND OR DELIVER.REVISED PLANS DIRECTLY TO: SUSAN GUZZETTA 5121 Costa Rustico San Clemente Ca 92673 Corrections: • Pleas~ make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. • Provide note that the requirements from the Hazardous Materials Lab Renovation Technical Report will be complied with. The report is dated December 2, 2010 and was prepared by Klausbruckner and Associates. • Room #..173, #175, #177, and 185 are identified as storage and receiving areas. Please indicate what type of storage is proposed include product, storage arrangement and height of storage. Note: A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. • Room #145 has a moveable file system. The track for the filing system will need stoppers on the track for each file column to prevent fire sprinkler obstruction. Please provide note on plan or detail indicating the stoppers. • Fire Department note #7 states standpipes shall be installed. However, standpipes are not listed under the deferred submittals. BUILDING ENERGY ANALYSIS REPORT PROJECT: ISIS Pharmaceuticals 2280 Faraday Avenue Carlsbad, CA 92008 Project Designer: DGA Planning, Architecture, Interiors , ..,,,, 445 West Ash Street San Diego, CA 92101 -- 619-685-3990 11-- .I ~ j Report Prepared by: ~ 10 Alex Gines DEC Engineers, Inc. 7360 Carroll Road San Diego, CA 92121 858.578.3270 na:r ENGfNEERS _..._,.... Job Number: 3578 Date: 12/3/2010 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 ' -,; Cover Page Table of Contents TABLE OF CONTENTS Form MECH-1-C Certificate of Compliance Form MECH-2-C Air & Water System Requirements Form MECH-3-C Mechanical Ventilation Form MECH-4-C HVAC Misc. Prescriptive Requirements Form MECH-MM Mechanical Mandatory Measures EnergyPro 5.1 by EnergySoft Job Number: ID: 3578 User Number: 5151 1 2 3 11 14 17 24 ' .. CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name /SIS Pharmaceuticals Project Address -, Climate Zone 7 2280 Faraday A venue Carlsbad GENERAL INFORMATION (Part 1 of 5) MECH-1C Date 1213/2010 l Total Cond. Floor Area Addition Floor Area 22,920 n/a Building Type: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. Ii] Conditioned Spaces D Unconditioned Spaces < affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I 345deg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags (E) AH-5 (Offices) D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe3: Built-Up VAV D D Number of Svstems 1 D D Max Allowed Heatina Caoacitv1 231,250 Btu/hr D D Minimum Heating Efficiency1 n/a D D Max Allowed Cooling Capacity1 468,918 Btu/hr D D Cooling Efficiencv1 nla D D Duct Location/ R-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer Diff. Enth (Integrated) D D The.rmostat Setback Required D D Fan Control Variable Speed D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags D D (i.e. AC-1, RTU-1, HP-1) (E) AH-4 (100 % OSA@ 8,500 CFM) Equipment Type3: Built-Up VAV D D Number of Svstems 1 D D Max Allowed Heatina Capacitv1 471,457 Btu/hr D D Minimum Heating Efficiency1 nla D D Max Allowed Coolina Caoacitv1 443,637 Btu/hr D D Coolina Efficiencv1 nla D D Duct Location/ R-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer 100% Outside Air D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnerqyPro 5. 1 bv EnerqySoft User Number: 5151 RunCode: 2010-12-03T09:48:23 ID: 3578 Paae3of24 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date ISIS Pharmaceuticals 1213/2010 Project Address ~ I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2280 Faraday A venue Carlsbad 22,920 n/a GENERAL INFORMATION Buildina Type: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerov Front Orientation: N, E, S, W or in Degrees: I 345deg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (E) AH-6 (100 % OSA@ 11,300 CFM) D D (i.e. AC-1, RTU-1, HP-1) Equipment Tvpe3: Built-Up VAV D D Number of Svstems 1 D D Max Allowed Heatinq Caoacity1 625,410 Btu/hr D D Minimum Heatina Efficiencv1 nla D D Max Allowed Coolina Capacitv1 589, 730 Btu/hr D D CoolinQ Efficiency1 nla D D Duct Location/ A-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer 100% Outside Air D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (i.e. AC-1, RTU-1, HP-1) (E) HP 2-3 (IDF Rm) D D Equipment Tvoe3: Packaged DX D D Number of Svstems 1 D D Max Allowed Heatina Caoacity1 -3, 188 Btu/hr D D Minimum Heating Efficiency1 n/a D D Max Allowed Coolina Caoacity1 45,457 Btu/hr D D CoolinQ Efficiency1 nla D D Duct Location/ A-Value R-4.2 D D When duct testing is required, submit MECH-4A & MECH-4-HERS No D D Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. Energy Pro 5. 1 bv EneravSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Paae 4 of24 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date /SIS Pharmaceuticals 12/3/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2280 Faraday Avenue Carlsbad 22,920 nla GENERAL INFORMATION Buildina TYDe: 121 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. 121 Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: I 345deg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (E) HP-3C (MPOE/Staging) D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tyoe3: Packaged DX D D Number of Systems 1 D D Max Allowed Heatinq Capacity1 299 Btu/hr D D Minimum Heatinq Efficiency1 nla D D Max Allowed Coolina CaoacitY1 17,077 Btu/hr D D Coolina Efficiency1 n/a D D Duct Location/ R-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (E) HP-SC (Warehouse) D D (i.e. AC-1, RTU-1, HP-1) Equipment Type3: Packaged DX D D Number of Systems 1 D D Max Allowed Heatina CaoacitY1 30,952 Btu/hr D D Minimum Heatina Efficiency1 n/a D D Max Allowed Coolina CaoacitY1 43,455 Btu/hr D D Coolina Efficiencv1 nla D D Duct Location/ R-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5. 1 by EnemySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page5of24 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date ISIS Pharmaceuticals 12/3/2010 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2280 Faraday A venue Carlsbad 22,920 nla GENERAL INFORMATION Buildina Type: Ill Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I 345deg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipmenf Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (E) HP-15C (Warehouse) D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe3: Packaged DX D D Number of Svstems 1 D D Max Allowed Heating Capacitv1 29, 777 Btu/hr D D Minimum Heatina Efficiency1 n/a D D Max Allowed Coolina Capacity1 50,810 Btu/hr D D Coolina Efficiencv1 n/a D D Duct Location/ R-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags D D (i.e. AC-1, RTU-1, HP-1) Equipment Type 3: D D Number of Systems D D Max Allowed Heatina Capacity1 D D Minimum HeatinQ Efficiencv1 D D Max Allowed Coolina Capacity1 D D Coolina Efficiencv1 D D Duct Location/ R-Value D D When duct testing is required, submit D D MECH-4A & MECH-4-HERS Economizer D D Thermostat D D Fan Control D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID:3578 Page 6of24 ' <. CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name /SIS Pharmaceuticals Discrepancies: ··- EneravPro 5. 1 bv EneravSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 (Part 2 of 5) MECH-1C I Date 12/3/2010 ID: 3578 Paae 7 of24 •r CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5). MECH-1C " Project Name I Date /SIS Pharmaceuticals 12/3/2010 Required Acceptance Tests 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 applicable boxes by all acceptance tests that apply and listed 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. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms 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. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-SA MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume & Air Control Supply Valve Water Variable Demand For Single-Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Eauioment Reauirinq Testinq or Verification Qty, VAV & GAV Unitary Ducts Controls DCV VAV Test Reset Control Control Existing Air Handler (5HP) 1 Ill D D Ill D Ill D D D D Existing Air Handler (8500CFM) (5HP) 1 Ill D D D D D D D D D Existing Air Handler (11300CFM) (5HP) 1 Ill D D D D D D D D D Existing 3-Ton RTU 2 Ill IZ] D D D D D D D D Existing 5-Ton RTU 2 121 121 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EneravPro 5. 1 bv EneravSoft User Number: 5151 RunCode: 2010-12-03T09:48:23 ID: 3578 Paae 8 of 24 .,. CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1C .: Project Name I Date /S/S Pharmaceuticals 1213/2010 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Equipment Requiring Testing Qty, for DX Units Air& Zone Systems Systems Test Performed By: Existing Air Handler (5HP) 1 D D D D MECHANICAL CONTRACTOR Existing Air Handler {8500CFM) {5HP) 1 D D D D MECHANICAL CONTRACTOR Existing Air Handler (11300CFM) (5HP) 1 D D D D MECHANICAL CONTRACTOR Existing 3-Ton RTU 2 D D D D MECHANICAL CONTRACTOR Existing 5-Ton RTU 2 D D D D MECHANICAL CONTRACTOR D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D - D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:48:23 ID: 3578 Paae 9 of 24 ',/.. :- CERTIFICATE OF COMPLIANCE (Part 5 of 5) MECH-1C Project Name I Date /SIS Pharmaceuticals .. .... 12/3/2010 Documentation Author's Declaration Statement I certifv that this Certificate of Comoliance documentation is accurate and comolete. Signatur~ _ ~ Name Alex Gines Company DEC Engineers, Inc. Date 12/312010 Address 7380 (?arro/1 Road CEA# CEPE# City/State/Zip San Diego, CA 92121 Phone 858.578.3270 The Principal Mechanical Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. · · • This Certificate of Compliance identifies the mechanical features and performance specifications required for complfance with Title-24, Parts 1 and 6 of the Calffornla Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the Information provid13d to document this-design on the .other applicable compliance-forms, worksheets, cafculatlons, plans and s~ submitted to the enforcement agency for approval with this building permit appll_cation. · __ . . ~ ~ Name· Chris Deck, P.£. . Signature l ~---/a~ Company Date 12. / 12 I 1..0 i o --DEC Engineers Inc. Address 7360 Carroll Road License# M"3oo·a-:r City/State/Zip San Diego, CA 92121 Phone 858-578-3270 Mandatory Measures -Mo.--s lndica~e location on building plans of Note Block for Mandatory Measures MECHANICAL COMPLIANGE FORMS & WORKSHEETS ( check box if worksheet is included) For detailed instructions on the use of 1his and all Energy Efficiency Standards compliance forms, please refer to the 2008 Nonresidential Manual. Note: The Enforcement Agency may require all forms to be Incorporated onto the building plans. ~ MECH-1C Certiffcate of Compliance. Required on plans for all submfttals. !El MECH-2C Mechanical Equipment Summary Is required for all submfttals. !El MECH-3C Mechanlcal Ventilation and Reheat Is required for all submlttals with mechanical ventilation. li2I MECH-4C Fan Power Consumption rs required for all prescriptive submlttals. EnergyPro 5.1 by EnergySoft User Number: 5151 -Runoode: 2010-12-03709:04:58 ID:3578 Page 10of24 'J. AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date /SIS Pharmaceuticals 12/3/2010 Item or System Tags Indicate Air Svstems Tvpe (Central, Single Zone, Package, VAV, or etc ... ) (i.e. AC-1, RTU-1, HP-1) (E) AH-5 (Offices) V\H-4 (100 % OSA @ 8,500 CJ ~H-6 (100 % OSA@ 11,300 C Number of Systems 1 1 1 Indicate Paae Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/a) n/a n/a nla Cooling Equipment Efficiency 112(al nla nla nla HVAC Heat Pump Thermostat 112/b), 112/c) n/a n/a n/a Furnace Controls/Thermostat 112/cl, 115/al n/a n/a nla Natural Ventilation 121/b) No No No Mechanical Ventilation 121(b) 1,448 cfm 8,500cfm 11,300 cfm VAV Minimum Position Control 121/cl No No No Demand Control Ventilation 121/c) No No No Time Control 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Gravity Gravity Gravity Isolation Zones 122/al nla nla nla Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl nla nla nla Proposed Heating Capacity 144(a & b) 0Btu/hr 0 Btu/hr O Btu/hr Calculated Design Cooling Load 144/a& bl nla nla n/a Proposed Cooling Capacity 144(a & b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Fan Control 144/c) Variable Speed Constant Volume Constant Volume DP Sensor Location 144/cl Supply Pressure Reset (DOC only) 144(c) Simultaneous HeaUCool 144/dl No No No Economizer 144(e) Diff. Enth (Integrated) 100% Outside Air 100% Outside Air Heat Air Supply Reset 144(f) Coldest Zone Coldest Zone Coldest Zone Cool Air Supply Reset 144/fl Warmest Zone Warmest Zone Warmest Zone Electric Resistance Heating1 144/a) Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144/kl 1. 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. EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:48:23 ID:3578 Page 11 of24 ,• AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date /SIS Pharmaceuticals 1213/2010 Item or System Tags Indicate Air Systems Tvpe (Central, Single Zone, Package, VAV, or etc ... ) /i.e. AC-1, RTU-1, HP-1) (E) HP 2-3 (/OF Rm) (E) HP-3C (MPOE/Staging) (E) HP-5C (Warehouse) Number of Systems 1 1 1 Indicate Paae Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/a) nla n/a n/a Cooling Equipment Efficiency 112/al n/a nla n/a HVAC Heat Pump Thermostat 112(b), 112(cl n/a nla nla Furnace Controlsffhermostat 112(c), 115(a) n/a nla nla Natural Ventilation 121/b) No No No Mechanical Ventilation 121(b) 0cfm 56cfm 252cfm VAV Minimum Position Control 121/cl No No No Demand Control Ventilation 121(c) No No No Time Control 122(e) Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Gravity Gravity Gravity Isolation Zones 122/n\ nla n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl -3, 188 Btu/hr 299 Btu/hr 30,952 Btu/hr Proposed Heating Capacity 144(a & bl 0 Btu/hr 0 Btu/hr 0Btulhr Calculated Design Cooling Load 144/a & bl 31,820 Btu/hr 11, 954 Btu/hr 30,419 Btu/hr Proposed Cooling Capacity 144/a & bl 0 Btu/hr 0 Btu/hr 0Btulhr Fan Control 144(cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144/c) Supply Pressure Reset (DOC only) 144(c) Simultaneous Heat/Cool 144(d) No No No Economizer 144/el No Economizer No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Electric Resistance Heating1 144/al Air Cooled Chiller Limitation 144/i) Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144/k) 1. 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. EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 12of24 .. ,• AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date /SIS Pharmaceuticals 12/3/2010 Item or System Tags Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc ... ) (E) HP-15C (Warehouse) (i.e. AC-1, RTU-1, HP-1) Number of Systems 1 Indicate Paae Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) nla Cooling Equipment Efficiency 112(al nla HVAC Heat Pump Thermostat 112/b), 112(c) n/a Furnace Controls/Thermostat 112(c), 115(al nla Natural Ventilation 121/b) No Mechanical Ventilation 121/b) 229 cfm VAV Minimum Position Control 121lc) No Demand Control Ventilation 121(c) No Time Control 122/e) Programmable Switch Setback and Setup Control 122/e) Setback Required Outdoor Damper Control 122/f) Gravity Isolation Zones 122/ol n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & bl 29, 777 Btu/hr Proposed Heating Capacity 144/a & bl OBtu/hr Calculated Design Cooling Load 144/a & bl 35,567 Btu/hr Proposed Cooling Capacity 144/a & bl OBtulhr Fan Control 144/c) Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DOC only) 144/c) Simultaneous Heat/Cool 144/d) No Economizer 144/e) No Economizer Heat Air Supply Reset 144/f) Constant Temp Cool Air Supply Reset 144/f) Constant Temp Electric Resistance Heating1 144/a) Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a No MECH-4-A must be submitted 144/k) 1. 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. EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 13 of24 ,. MECHANICAL VENTILATION AND REHEAT MECH-3C ; Project Name Date /S/S Pharmaceuticals 1213/2010 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N Min CFM REQ'D Design 50% of Max. of Design Condition CFM Min CFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply B X0.4 H,J, K, Air Transfer Zone/System (ft2) ft2 BXC People Person EXF D orG CFM CFM CFM /ft2 300 CFM Setpoint Air VAV-1 595 0.15 89 89 45 420 238 420 300 44 VAV-2 250 0.50 125 125 125 350 100 350 250 VAV-3 135 0.15 20 20 21 200 54 300 150 VAV-4 375 0.15 56 56 57 600 150 600 400 VAV-5 360 0.15 54 54 54 248 144 300 198 VAV-6 2,755 0.15 413 413 257 1,000 1,102 1,102 750 157 VAV-7 225 0.15 34 34 34 400 90 400 300 VAV-8 100 0.15 15 15 15 180 40 300 150 VAV-9 400 0.15 60 60 60 400 160 400 300 VAV-10 765 0.15 115 115 68 330 306 330 249 47 VAV-11 2,895 0.15 434 434 108 695 1,158 1,158 449 326 VAV-12 455 0.50 228 228 228 1,000 182 1,000 750 Future Office Space 1345sf 1,345 0.15 202 13.5 15.0 202 202 202 Future Office Space 1170sf 1,170 0.15 176 11.7 15.0 176 176 176 (E) AH-5 (Offices) Total 2,021 1,448 Totals Column I Total Design Ventilation Air C Minimum ventilation rate oer 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 setting. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor G). I Must be Qreater than or equal to H, or use Transfer Air (column N) to make up the difference. J DesiQn fan supply CFM (Fan CFM) x 50%; or the desiQn zone outdoor airflow rate per §121. 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 Qreater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air (Column Hl and the Desian Minimum Air (Column M), Column H minus M. EnergyPro 5. 1 by EnergvSoft User Number: 5151 RunCode: 2010-12-03T09:48:23 ID: 3578 Page 14 of 24 MECHANICAL VENTILATION AND REHEAT MECH-3C .; Project Name Date /S/S Pharmaceuticals 12/3/2010 MECHANICAL VENTILATION (§121(b}2} REHEAT LIMITATION (§144(d}} AREA BASIS OCCUPANCY BASIS VAV MINIMUM A .B C D E F G H I J K L M N Min CFM REQ'D Design 50% of Max. of Design Condition CFM Min CFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply BX 0.4 H,J, K, Air Transfer Zone/System (ft2) ft2 BXC People Person EXF D orG CFM CFM CFM / ft2 300 CFM Setpoint Air Doc Storage 635 0.15 95 95 H3/H4 2,480 0.15 372 24.8 15.0 372 372 (E) AH-4 (100 % OSA@ 8,500 C Total 467 8,500 100% OA RH-6 1,585 0.15 238 238 RH-5 350 0.15 53 2.0 26.3 53 53 RH-4 350 0.15 53 1.0 52.5 53 53 RH-3 245 0.15 37 1.0 36.8 37 37 RH-2 685 0.15 103 6.9 15.0 103 103 RH-1 720 0.15 108 7.2 15.0 108 108 (E) AH-6 (100 % OSA@ 11,300 < Total 590 11,300 100% OA /OF Room 370 0.15 56 0.0 0.0 0 56 0 56 (E) HP 2-3 (/OF Rm) Total 56 0 MPOE 95 0.15 14 0.0 0.0 0 14 o 14 Staging 375 0.15 56 3.8 15.0 56 56 56 (E) HP-3C (MPOE/Staging) Total 71 56 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section &121, Table 121-A. E Based on fixed seat or the areater of the expected number of occuoants and 50% of the CBC occuoant load for eoress ourooses for soaces without fixed settina. H Required Ventilation Air (REQ'D 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 Design fan supply CFM (Fan CFM) x 50%; or the design zone outdoor airflow rate per §121. 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 areater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Required Ventilation Air (Column H\ and the Desian Minimum Air (Column Ml, Column H minus M. EnergyPro 5. 1 bv EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 JD: 3578 Page 15 of24 •4 "' MECHANICAL VENTILATION AND REHEAT MECH-3C .,_ Project Name Date /SIS Pharmaceuticals 12/3/2010 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N Min CFM REQ'D Design 50% of Max. of Design Condition CFM MinCFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply BX 0.4 H, J, K, Air Transfer Zone/Svstem (ft2) ft2 BXC People Person EXF D orG CFM CFM CFM /ft2 300 CFM Setpoint Air Warehouse 1680sf 1,680 0.15 252 252 252 (E) HP-5C (Warehouse) Total 252 252 Warehouse 1525sf 1,525 0.15 229 229 229 (E) HP-15C (Warehouse) Total 229 229 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the oreater of the expected number of occupants and 50% of the CBC occupant load for eoress purposes for spaces without fixed settino. H Reauired Ventilation Air (REQ'D V.A.) is the laroer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). I Must be oreater than or eaual to H, or use Transfer Air (column Nl to make up the difference. J Desian fan supply CFM (Fan CFM) x 50%; or the desian zone outdoor airflow rate per ~121. K Condition area /ft2l x 0.4 CFM / ft2; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or eaual to Column L and areater than or eaual to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air (Column Hl and the Desian Minimum Air (Column Ml, Column H minus M. EnergyPro 5.1 bv EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 16 of 24 FAN POWER CONSUMPTION MECH-4C Project Name I Date /SIS Pharmaceuticals 12/3/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c1. A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Descriotion HP Motor Drive Fans (C X D) Supply Fan 5.000 87.5% 100.0 % 1.0 4,263 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) of the Energy Standards. TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 4,263 2) SUPPLY DESIGN AIRFLOW (CFM) 8,500 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = H SP a -1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.502 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergvPro 5. 1 bv EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Paqe 17 of24 J FAN POWER CONSUMPTION MECH-4C Project Name I Date /S/S Pharmaceuticals 1213/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when usina the Prescriotive Aooroach. See Power Consumotion of fan §144(c1. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor Drive Fans (CX D) Supply Fan 5.000 87.5% 100.0 % 1.0 4,263 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 4,263 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 8,500 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SP. 5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP.-1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.502 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergvPro 5. 1 by EnergvSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 18of24 FAN POWER CONSUMPTION MECH-4C Project Name I Date /SIS Pharmaceuticals 12/3/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Svstems or Variable Air Volume /VAV) Svstems when usina the Prescriptive Aooroach. See Power Consumotion of fan §144/c . A B C D E F Efficiencv Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 5.000 87.5% 100.0 % 1.0 4,263 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 4,263 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 11,300 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX /Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP a -1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.377 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems . . EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 19 of24 I-' FAN POWER CONSUMPTION MECH-4C Project Name I Date /SIS Pharmaceuticals 12/3/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Svstems or Variable Air Volume (VAV) Systems when usinq the Prescriptive Approach. See Power Consumption of fan §144(cl. A B C D E F Efficiency Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor Drive Fans (C X D) Supply Fan 1.000 82.5% 97.0% 1.0 932 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER /WATTS, SUM COLUM Fl 932 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,200 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-( SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.777 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 20of24 • .,, . FAN POWER CONSUMPTION MECH-4C Project Name I Date /SIS Pharmaceuticals 1213/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when usinQ the Prescriptive Approach. See Power Consumption of fan §144(c . A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 1.000 82.5% 97.0% 1.0 932 TOTALS ANO ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 932 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 1,200 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa 5) SP, Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = H SP.-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.777 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5. 1 bv EnergvSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 21 of24 ,v ! FAN POWER CONSUMPTION MECH-4C Project Name ! Date /S/S Pharmaceuticals 12/3/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Svstems or Variable Air Volume (VAV) Svstems when usino the Prescriptive Approach. See Power Consumption of fan §144(c,. A 8 C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 1.000 82.5% 97.0% 1.0 932 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 932 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,000 A) If filer pressure drop (SP.) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SP. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-/ SP. -1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.466 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5. 1 by EnergySoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Paae22of24 _,, ").; FAN POWER CONSUMPTION MECH-4C Project Name I Date /S/S Pharmaceuticals 12/3/2010 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumotion of fan §144(cI. A B C D E F Efficiencv Peak Watts Design Brake Number of BX EX 746/ Fan Description HP Motor Drive Fans (CX D) Supply Fan 1.000 82.5% 97.0% 1.0 932 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 932 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,000 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment= 1-( SP.-1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.466 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM fo: VAV systems. EnergvPro 5. 1 by Ener.avSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Paae 23of24 :t MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name I Date /S/S Pharmaceuticals 1213/2010 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115{a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMG Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's oroaram and time settina for at least 1 0 hours if power is interrupted; or 18. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(g): square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122{c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121 (e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121 {f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the buildinQ or space shall be certified as meetina the Acceotance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 11 0 ° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5. 1 bv EnergvSoft User Number: 5151 RunCode: 2010-12-03T09:04:58 ID: 3578 Page 24 of24 ·PLUMBING FIXTURE SUMMARY WATER SEWER FIXTURE TYPE QTY. F.U. TOTAL F.U. TOTAL TOILET (FLUSH VALVE) PUBLIC 9 5 45 4 36 URINAL (FLUSH VAL VE) PUBLIC 3 4 12 2 6 LAVATORY PUBLIC 8 1 8 2 16 SINK PUBLIC 1 1.5 1.5 2 2 MOP SINK PUBLIC 2 3 6 3 6 HOSE BIBB PUBLIC 7 2.5 + 1 EA 8.5 -- DOMESTIC F.U. TOTAL 81 F.U. 66 F.U. WATER SEWER FIXTURE TYPE QTY. F.U. TOTAL F.U. TOTAL LAB SINK PUBLIC 3 1.5 4.5 2 6 SCULLERY SINK PUBLIC 1 3 3 3 3 GLASSWASHER PUBLIC 2 2 4 2 4 INDUSTRIAL F.U. TOTAL 11.5 F.U. 13 F.U. BUILDING F.U. SUBTOTAL 92.5 F.U. 79 F.U. GPM CONVERSION 65 GPM - ADDITIONAL DEMAND (2) STABILITY CHAMBERS (1 GPM ea.) 2 GPM -- BUILDING TOTAL 67 GPM 79 F.U. WATER SYSTEM DIAGRAM (E) 3/4" BACKFLOW (WILKINS 975) (E) 1" METER (E) 1" WATER LATERAL (E) 1" METER (E) 1" WATER LATERAL 3/4" 2" PRV 3/4" (E) 2" CW TO BUILDING SYSTEM WATER CALCULATION TOTAL FIXTURE UNITS: 92.5 F.U. TOTAL DEMAND FLOW RATE 67 GPM AVAILABLE WATER PRESSURE 120 PSI PRESSURE LOSS THRU BACKFLOW PREVENTER -WILKINS 975 15 PSI PRESSURE LOSS THRU WATER METER -(E) 1" BADGER RECORDALL 3 PSI TOTAL AVAILABLE WATER PRESSURE 102 PSI PRESSURE REGULATOR SETTING (REQUIRED) 80 PSI ELEVATION LOSS (15 FT x 0.433) = 6.5 PSI PRESSURE REGULATOR LOSS -WILKINS 500 6 PSI MINIMUM OPERATING PRESSURE REQUIRED AT FIXTURE 25 PSI TOTAL AVAILABLE SYSTEM PRESSURE 42.5 PSI ALLOWABLE PRESSURE DROP FORMULA 100 FT x AVAILABLE PRESSURE -:-LONGEST RUN OF PIPE 100 FT x 42.5 PSI / 275 FT 15.5 PSI ICW & CW PIPE SIZE SCHEDULE GPM VELOCITY FIXTURE UNITS PIPE SIZE (MAX) Fl/SEC FLUSH TANK FLUSH VALVE ½" 4 6.2 4 - 3/4" 11 8 15 - 1" 18 8 26 - 11/4" 29 8 52 15 11/2" 40 8 90 30 2" 70 8 230 115 IHW & HW PIPE SIZE SCHEDULE GPM VELOCITY FIXTURE UNITS PIPE SIZE (MAX) Fl/SEC FLUSH TANK FLUSH VALVE ½" 3.5 5 3 - 3/4" 7 5 6 - 1 " 12 5 15 - 11/4" 19 5 26 - - 11/2" 28 5 52 - 2" 46 5 92 - Appendix A 318 00 1 :a 8 o. 67 (!) 0 60 I 'ti C <ti E Q) C 40 20 ~ 1 --,, --2 ... .. I I I 2007 CALIFORNIA PLUMBING CODE Chart A-3 Enlarged Scale Demand Load I I ----------I ----·-"" ---,~ 0 20 40 60 80 100 120 140 160 180 200 220 240 Fixture Units Chart A-3 (Metric) Enlarged Scale Demand Load 0 20 40 60 80 100 120 140 160 180 200 220 240 Fixture Units RECOMMENDED RULES FOR Appendix A SIZING THE WATER SUPPLY SYSTEM Chart A-4 Copper Tubing 10,000 8000 Smooth Pipe V 6000 TypeM ----/ TypeL / 5000 TypeK ----/ __.A( 1,-.V 4000 ~ 3000 / k" i,-1-' 2000 §Yv vi\ ~ \ K/ et'J-. ~ \ i\ IY V vi.--,,, I// y" 1000 X / ' V ,, 800 7 \ V ' y /', / A \ V \ \ / , 600 , \ /\ X / \-, I/ ' __ ,,, ' y vx >,/ ' 500 I\ / 400 Cl) / \ V\ ,...-('\ V \,°/ \ ,,," .... V \ ;;; ,,,;: 300 ::I V\ \ ,,,~ V I\,,, V ~ ~< IV !\ /[\ .5 V .,,Po; \ V :1: >< ~ ~ / :~ ~ 200 ... V '\ \ I-' 'di" ,,,. /\ i.--K Cl) v,,,. ~ ~ ~ /v C. k' \ 6' )( ~Cl 1--'[), II> ,, " C 100 .2 ,, ~ X V ,n -;y ,,,, \ l? '\./ \ v ....... ~'.., '\ '\ 80 ca \ / \ / / , ..• \/ \ \ / / \ V ' ,,'' (!) X X ,,v ' /\ I\ X /\ XV 60 \,,-, ,,,. D,; \ ,,-'\ \ 1--' \/ .,,,v:,,-50 .5 Vx" I\ v,,, 'V'\ \ 'v"' V\ '::::,-, ~ 40 ' " 3: V \v V \ 'v K \ ~ v' ,:::',.-30 0 //y ,,,v \ ~ u::: \ I/ 'c II./ ~ l) ~ V\ V\ , .Y/ -,, --20 CW max velocity = V \ ~ _,,,~Y )"'* ~ ,,,.--: \ \ 8 fps \ ,,>< ~ ' "' ~ 10 .,,, 8 CW max velocity = ' / ,, c"\./ ,,;. ~ \ " -\/ \v ,, z-\ ,\ V \ .,,, ,,,, "' / // \ / ,-" ,,,, -u 5 fps -/ \,,"' I\, -\ '// / I\ .ls,/,-\ .,,, /I, 5 / \ .,,, V , ~ ;..--' \ \,, ~ ,,j 'i I\ 4 V ;/ V \ 3 / ~ K' -~ K 1/\ ~ t:,V I) ~\ ~ 1/ \ I\ .,,, .,,, c.-',, I\ I\ I\ 2 ~ ~ /,, ~ v::-, )~ 1,-" \ I\ \ i\ \ ,, ~ ~ .,,, y V l0 ---,, ~ \ / \ '1/ v.,,-\ 1 0 .1 0.2 0.3 0.4 0.6 0.8 1 2 3 4 5 6 8 10 20 30 40 50 60 80100 Friction Loss -Lbs. per Square-Inch Head per 100-Foot Length 319 Recordall® Size 111 (DN 25mm} Technical Cold Water ANSJ/NSF ·standard Bronze Disc Meter 61 Certified, Annex G Brief DESCRIPTION Badger Meter offers the Recordall Disc meter in Cast Bronze and a Low Lead Alloy. The Low Lead Alloy (Trade Designation: M70 LL) version complies with ANSI/NSF Standard 61, Annex G and carries the NSF-61 Mark on the housing. All components of the Low Lead Alloy meter, i.e., disc, chamber, housing, seals, etc., comprise the certified system. APPLICATIONS: For use in measurement of potable cold water in residential, commercial and industrial services where flow is in one direction only. OPERATION: Water flows through the meter's strainer and into the measuring chamber where it causes the disc to nutate. The disc, which moves freely, nutates on its own ball, guided by a thrust roller. A drive magnet transmits the motion of the disc to a follower magnet located within the permanently sealed register. The follower magnetisconne¢ed to the register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the_ register dial face. OPERATING PERFORMANCE:The BadgerRecordall Disc meters meet or exceed registration accuracy for the low flow rates (95%), normal operating flow rate~ (100 ± 1.5%), and maximum continuous operation flow rates as specifically stated by AWWA Standard C700. CONSTRUCTION: Badger Recordall Disc meter construction, which complies with ANSI/AWWA standard C700, consists of three basic components: meter housing, measuring chamber, and permanently sealed register. The water meter is available in bronze and Low Lead Alloy with externally-threaded spuds.A corrosion-resistant thermoplastic material is used for the measuring chamber. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meterhousing from the installation. No change gears are required foraccuracy calibration. Interchangeability of parts among like-sized meters also minimizes spare parts inventory investment. MAGNETIC DRIVE: Direct magnetic drive, throl!lgh the use of high- strength magnets, provides positive, reliable and dependable register coupling for straight-reading, remote or automatic meter reading options. SEALED REGISTER: The standard register consists ofa straight-reading odometer-type totalization display, 360° test circle with center sweep hand and flow finder to detect leaks. Register gearing consists of self- lubricating thermoplastic gears to minimize friction and provides long life. Permanently sealed; dirt, moisture, tampering and lens fogging problems are eliminated. Multi-position register simplifies meter installation and reading. Generator-type remote reading and automatic meter reading systems are available for all Recordall Disc meters. All reading options are removable from the meter without disrupting water service. TAMPER-PROOF FEATURES: Customer removal of the register to obtain free water can be prevented when the optional tamper detection seal wire screw or TORX® tamper resistant seal screw is added to the meter. Both can be installed at the meter site or at the factory. MAINTENANCE: Badger Recordall Disc meters are designed and manufactured to provide long-term service with minimal maintenance. When maintenance is required, it can be performed easily either at the meter Installation or at any other convenient location. As an alternative to repair by the utility, Badger offers various maintenance and meter component exchange programs to fit the needs of the utility. CONNECTIONS: Tailpieces!U nionsfor installations of meters on various pipe types and sizes, including misaligned pipes, areavailableas an option. Badger Meter Model70 SPECIFICATIONS Typical Operating 11/4--70 GPM (.28 to 16 m3/hr) Range (100% :t 1.5%) Low Flow 3/4GPM.(.171Tl3/hr) (Mln.95%) Maximum 50 GPM (11.3 m3/hr) Continuous Operation Pressure Loss 6.5 PSI at-50 GPM atMaximum (.45barat11,3m3/hr)' Cor:itinuous Operation Maximum Operating 80PF. (26°C) Temperature Maximum Operating 150 PSI (10 bar) Presi;ure Measuring Element Nutating disc, positive displacement Register Type Straight reading, sealed magnetic drive standard. Remote reading or Automatic Meter Reading units optional. Register Capacity 10,000,000 Gallons, 1,000,000 Cubic Feet, 100,000 m3• 6 odometer wheels. Meter Connections Available in bronze and thermoplastic to fit 1' (DN 25mm) spud thread bore diameter sizes. See table below. METER SPUD AND CONNECTION SIZES Size ul n u9:n Coupling Nut Tailpiece Designation x Laying Bore and Pipe Thread Length Dia. Spud Thread (NPT} 1· X 10 3/4" 1" 1 1/4" {1") 1• MATERIALS Meter Housing Cast Bronze, Low Lead Alloy Ho using Bottom Plates Bronze, Cast Iron, Low Lead Alloy Measuring Chamber Thermoplastic Disc Thermoplastic Trim Stainless steel, Bronze Strainer Thermoplastic Disc Spindle Stainless Steel . Magnet Ceramic Magnet Spindle Stainless Steel Register Lid and Shroud Thermoplastic, Bronze Generator Housing Thermoplastic 10-10 10 25 20 j 15 a~ a~ ID ! .. -p -psi 0 METER SIZE 1" (25mm) PRESSURE LOSS CHART Rate of Flow, in Gallons per Minute 1000 100 .... "" D «iJ -IOO . -- 33. 5 gpm A 8 METER LAYING HEIGHT MODEL LENGTH REGJRTR 70 10 3/4" 6 112· (273mm) (165mm) Sweep Hand Registration MODEL GALLON CU.FT. CU. METER M70 10 Please see our website at www.badgermeter~com for specific conta9ts. .1 Copyright 2010, Badger Meter. Inc.All rights reserved. ACCURACY CHART Ante of Flow, in Gallons per Minute .1 J.O 10 100 .2 .. ;, .. • • 6 • ZI .. .. .. 10 ~. ii • "' . 1 0 If i • j j! ,. & ,. C D APPROX. HEIGHT CENTERLlNE SHIPPING GEN. 7 7/a· (200mm) r--- 1 I I"---- TO BASE 2 5/15• (59mm) I WIDTH WEIGHT 7 3/4" 11 1/2 lb. (197mm) {5.2kg) I l _1_ B A RTR" and Recor(/all" are registered trademarks of Badger Meter, ,Inc. TORX" Is a registered trademark of Camcar, DlvlslonotTextron, inc. Due to continuous researt:h, product improvements and enhancements, Badger Meter reserves the right to change product or system specifications without notice, except to the extent an outstanding contractual obligation exists. Badger Meter P.O. BOX' 245036, Milwaukee, WI 53224-9536 (800) 876-3837 /Fax: (888) 371-5982 www.badgerineter.com FEATU~ Sizes: ~ D 1" D 11/4" D 1 1/2" D 2'! Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded OPTIONS (Suffixes can be combined) 175 PSI 180°F 350 PSI ANSI B1.20.1 D -with full port QT ball valves (standard) D L -less ball valves D U -with union ball valves D MS -with integral relief valve monitor switch D P -for reclaimed water systems D S -with bronze "Y" type strainer D BMS -with battery operated monitor switch D FDC -with fire hydrant connection; 2" only D TCU -with test cocks up D V -with union swivel elbows (3/4" & 1 ") D SE -with street elbows D FT -with integral male 45° flare SAE test fitting ACCESSORIES D Air gap (Model AG) D Repair kit (rubber only) D Thermal expansion tank (Model XT) D Soft seated check valve (Model 40XL) D Shock arrester (Model 1250) D QT-SET Quick Test Fitting Set D Ball valve handle locks D Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) IOf\1 StJB APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves or with OS&Yvalves) • C-UL® Classified • CSA® Certified • AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs l I. t-F Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDAApproved) Buna Nitrile (FDAApproved) Noryl™, NSF Listed Stainless steel, 300 series ------G-------- Relief Valve discharge port: 3/4" -1" 0.63 sq. in. 11/4" -2" -1.19 sq. in. DIMENSIONS (approximate) WEIGHT MODEL A UNION BLESS BALL LESS WITH SIZE A C D E F G BALL BALL BALL VALVES VALVES VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs kg lbs. kg 3/4 20 12 305 13 3/4 349 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 16 1/8 410 10 4.5 12 5.5 1 25 13 330 14 1/2 368 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/8 441 10 4.5 14 6.4 1 1/4 32 17 432 18 13/16 478 10 15/16 278 2 3/4 70 3 1/2 89 5 127 63/4 171 22 9/16 573 22 10 28 12.7 11/2 40 17 3/8 441 19 3/8 492 10 15/16 278 23/4 70 3 1/2 89 5 127 63/4 171 24 1/16 611 22 10 28 12.7 2 50 18 1/2 470 20 1/2 521 1015/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 22 10 34 15.4 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http:llwww.zurn.com FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 1/4", 11/2" & 2" (STANDARD & METRIC) FLOW RATES (1/s) 1.26 2.52 3.8 5. 0 3.2 6.3 9.5 --_ -1112 12.6 15.8 i 137-=-3/4" 20mm J ~ 1"(25mm)-;;;;:::;; 20 15 10 ~ 11/4" (32mm) .-,, (40~2" (50mm)-en en 103 g .... ~~, ,~~ r--~- 20 40 60 33. 5 gpm 80 50 FLOW RATES (GPM) 50 <> Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation require- ments. To be installed in accordance with th.e manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. •. .. FLOOR DRAIN_/ DIRECTION OF FLOW 9 INDOOR INSTALLATION (*Shown w/ optional BMS) SPECIFICATIONS . . . Pipe size 1/8" 1/4" 3/8" 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" PROTECTIVE ENCLOSURE 100 150 200 Capacity thru Schedule 40 Pipe 5 ft/sec 7.5 ft/sec 10 ft/sec 1 1 2 2 2 3 3 4 6 5 7 9 8 12 17 13 20 27 23 35 47 32 48 63 52 78 105 DIRECTION OF FLOW 9 OUTDOOR INSTALLATION w 69 ~ Cf) Cf) w 35 8: 250 15 ft/sec 3 5 9 14 25 40 70 95 167 The Reduced Pressure Principle Backflow Preventer shall be ASSE® Listed 1013, rated to 180°F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584 ), the seat ring and all internal polymers .shall be NSF® Listed Noryl™ and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http:/lwww.zurn.com Page 2 of 2 FEATURES Sizes: 01/2" 0 1" 0 1 1/4" 01 1/2" 0 211 0 2 1/2" 03" Maximum working wa er pressure Maximum working water temperature Reduced pressure range Factory preset (fieldset 2 1/2" & 3") Threaded connections (FNPT) Copper connections (FC) CPVC tailpiece: Max.hot water temp. Cold water rated temp. OPTIONS (Suffixes can be combined) 300 psi 140° F 25 psi to 75 psi 50 psi ANSI 81.20.1 ANSI B 16.22 140°F@ 100 psi 73.4 °F @ 400 psi 0 -standard with single union FNPT inlet x FNPT 0 0 outlet (1/2" thru 2") and less union (21/2" & 3") C -copper sweat connection (1/2" thru 2") HR -75 psi to 125 psi spring range, factory set at 85 psi (fieldset 2 1 /2" & 3") 0 HLR -1 O psi to 125 psi spring range, factory set 0 0 0 at 50 psi HT -180°F maximum temp L -less integral by-pass check valve (3/4"-2") LPV -180°F maximum temp with 10 psi to 35 psi spring range, factory set at 20 psi 0 LPC -140°F maximum temp with 10 psi to 35 psi spring range, factory set at 20 psi 0 SC -sealed cage bell housing and stainless steel adjustment screw 0 SW -made for salt water service O YSBR -with bronze0 Y" strainer on inlet 0 510 -400 psi inlet rating and 75 psi to 125 psi spring range, factory set at 85 psi 1 (fieldset 2 1/2" & 3") O P -tapped and plugged for gauge 0 CPVC -CPVC tailpiece connection (3/4"-1 ") ACCESSORIES 0 Repair kit (rubber only) DIMENSIONS & WEIGHTS (do not include pkg.) SIZE CONNECTIONS A in. mm in. mm 1/2 15 SINGLE UNION 41/2 108 3/4 20 SINGLE UNION 4 5/8 118 in. 6 6 APPLICATION Designed for installation on potable water lines to reduce high inlet pressure to a lower outlet pressure. The high flow capacity makes this device most suitable for industrial water lines and commercial irrigation systems. The direct acting integral by-pass design prevents buildup of exces- sive system pressure caused by thermal expansion. The balanced piston design enables the regulator to react in a smooth and responsive manner to changes in system flow demand, while at the same time, providing protection from inlet pressure changes. STANDARDS COMPLIANCE • • ASSE® Listed 1003 (1/2" thru 2 1/2") IAPMO® Listed (1/2" thru 2") • City of Los Angeles Approved (1/2" thru 3") • CSA® Certified (1/2" thru 2") MATERIALS Main valve body Access covers Fasteners Stern & plunger Cast bronze ASTM B 584 Cast bronze ASTM B 584 Brass ASTM B 16 Stainless steel, 300 series Cast bronze ASTM B 584 Brass ASTM B 16 Buna Nitrile (FDA approved) EPDM (FDA approved) Natural vulcanized fibre Elastomers Cap gaskets Springs Seat Acetal (Delrin ™ 500), NSF Listed Oil tempered wire, ASTM A 229 Stainless steel, 300 series DIMENSIONS (approximate) WEIGHT B C D mm in. mm in. mm lbs. kg. 152 1 5/8 41 2 3/4 70 3 1.5 152 1 1/8 29 2 3/4 70 4 2.0 1 25 SINGLE UNION 51/8 130 6 7/8 175 1 5/8 41 3 5/16 84 6 3.0 11/4 32 1 1/2 40 2 50 21/2 65 3 80 Page 1 of 2 SINGLE UNION 6 5/16 160 71/4 184 1 3/4 45 4 102 7 3.0 SINGLE UNION 8 5/16 211 10 254 1 7/8 48 5 127 14 6.5 SINGLE UNION 91/2 241 10 3/4 273 21/8 54 61/2 165 20 9.0 LESS UNION 10 254 141/2 368 3 76 8 203 28 12.5 LESS UNION 11 1/8 283 16 406 3 1/2 89 20.0 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com . . 3.2 20 FLOW CHARACTERISTICS MODEL 5001/2" THRU 3" (STANDARD & METRIC) FLOW RATES (1/s) 6.3 9.5 12.6 -15.8 18.9 138 s-in e:. ~1,2·,E H15mm 3/4",~,1·,~ W20mm 25mm <11/4:~ 32mm 11/2" 2·,~ =2112" 3" ,=:::;;;ii"-= 40mm 50mm =<ssmm 80mm u. u. 0 ...J ...J ;t 15 10 , - , , -., 0-0 5( 15 gpm 52 gpm TYPICAL INSTALLATION 100 150 200 250 FLOW RATES (GPM) 30 104 ~ "" 69 ;:;::-u. 0 35 :::l it 0 Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted in ac- cordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. The assembly shall be installed with sufficient side clearance for testing and maintenance. The Model 500 may be installed in any position. If installed in a pit or vault, specify the "SC" sealed cage option. Multiple installations are recommend for wide demand variations or where the desired pressure reduction is more than 4 to 1 (i.e.: 200 psi inlet reduced to 50 psi outlet). CAUTION: Anytime a reducing valve is adjusted, a pressure gauge must be used downstream to verify correct pressure setting. Do not bottom adjustment bolt on bell housing. MODEL 975XL2 RPZ BACKFLOW PREVENTER MODELDUXL I DIELECTRIC UNION I SPECIFICATIONS DIRECTION OF FLOW ~ TYPICAL INSTALLATION OPTIONAL PRESSURE GAUGE VERTICAL INSTALLATION MODEL 500 TO HANDLE LOW DEMANDS (SET@ 65 PSI) MODEL S00FC TO HANDLE HIGH DEMANDS {SET@ 55 PSI) DIRECTION OF FLOW s) BATTERY INSTALLATION The Pressure Reducing Valve shall consist of a bronze body and bell housing, a separate access cover for the plunger and a bolt to adjust the downstream pressure. The bronze bell housing and access cap shall be threaded to the body and shall not require the use of ferrous screws. The assembly shall be of the balanced piston design and shall reduce pressure in both flow and no-flow conditions. The assembly shall be accessible for maintenance without having to remove the body from.the line. The Pressure Reducing Valve shall be a WILKINS Model 500. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2 of 2 .:.. Business Name Isis Pa PioJec Jl;q~ress i.200 Faraday Avo Malling Adoresa 1896 Rtitlierford·Rtf Pro eot <::ontac1, RlckWhite· 4. 0 5, CJ .s. ·a. 7,. CJ, SAN DIEGO REGl·ONAL HAZARDOUS MATERIALS QUESTIONNAIRE Inc Business Contact 'ck White Cily Carlsbad City Carlsbad Stale CA Slate CA OFFICl: USE ONl,.Y UPl=P# ,J. I :,; J J_,l/ HV# ,J);:, -7(JJ /f,.4 BPOATE. _ _... _ _, __ commoncln~ demolition or-ronpvalfql't, axcepJ sl!Jmo!l\lon 11r n:movalio!\ ohash;lenllal structuros of lour units or leas. Contact the, APCD for more !nrorrnatlon. ·1. iJ8 :~ WIii l~o a!,lbleol'(ac!ll.ly or construatfim acUvlll~s:lrlclude operatlon·s or equfpr:nenVth~l-emll or are capable of emllllng,an Qlr pon1arnlnant? (See th.Et APCD:faalsheotal h1Jm/~~zwLQI.<1/illlol1t11;l~fniirm1ts.1>dl, and ·the list-of lyp1cal equipment-requiring an A!:>CD parmll-on Iha reverse side ofthh;-lrom. Conlact:APOO ff yi\u hiive .any queullons), · · 2. .o ·IZJ '(ANSWER @N,LV IF QUESTION 1 _ISYl;S) Will Iha subjaol Jaolllty be toooled within 1,QPO' feet of the outer boundary of a scllool.(~ U,r'?ugh 1~)? (Search the ca11ror11ta School OlreclorY at11Up:Jtw,vw:r.<1e ,:a.cuw/rolfidt for publlo and private schools or contac:l lhe approprfa[a school.dfslr-lct), 3. .O 23 Has a survey bJ1.en performed to d.etermlna the presence of Asbestos Containing Materlil.19'7 ·4. O Iii WIii there be tlll'lo\/atlon !bet Involve~ handling of any friable asbestos materlala, or disturbing any material that contains non-frtable asbestos7 5. Cl Gil Wnt:lhere:be. aemoDUim fnvoMng, tho ramoval of a load aupf)orilng structural mem6er7 8rloQy· dallCrlliu buttnoss ecl[Y.llles: Briefly dascribo proposed project: Phar.tnaceutlcal R:e~:aarch and Development Demolition of existing Interiors and build out of labs, offices /2..[ID 1/0 Dalll FIRE DEP.ARTMENT'OCGUPANCY CLASSIFICAT!ON: ______________ -c-_--:-----------BY1 _....,. _____________________ _ liXll~fP'l' OR ND FURTl:!l!RJl!F.DRMATION Rl!QUITTED l1iSl OZ-3 17 - CB:i02317 2280 i n, __ ~-~-------r.1.. -;::;,....,,.-, 71r----r---., -,--.----,-_ l!=:1~-1R ?~ c::~ I Aoincc,..! i 'LI c, r Io -\-o "i,<.<j1 ! I Pl-( t "'-J-_. ~i--f ~t/l<:? c\,\~ t\, i\7-~ 4+-~ ~,()~ ,-\::> \oe2- ~@Fe., Llf· J:;.'-",- ~ '" • + I • ~~" ; ' ;,.._ ',: ~ ·,,,-.•· ' ', ... ,. -),·:.::-.. ·_-.. r _ ... , .. ~ -· r: ·,,.,:· :,:::~,~.,.~.,f'~f t:Y, :.,"• -.* ':-, :; _:·~ ;, ... Approved Date BUILDING .;i--/2-3 ( It PLANNING 1-21-11 ENGINEERING /--%0--J/. FIRE Expedite? ('Y) N .-<: /..JI II -. HazMat :fY/7',//J APCD Health Forms/Fees Se It Rec'd Encina l'l, (_., Fire \ HazHeaithAPCD r2--i '1-,·/0 PE&M 17-0·/D School Sewer Tl Stormwater Special Inspection CFO: y N LandUse: Density: lmpArea: FY: PFF: y N Comments Date Date Building JJ--1q-10 I-J:1-J I Planning i..;,.J8'i° ,-o Engineering 1~1r/10 Fire. 1-z./;;1., I IO ~!Lt Need? !,At% i ,,, ~ ~ [//, l'TJ SW ::'': .. -'\-. !·'"'~' -..;.~:, ,:..._. ··-, .' .-; :: ~' . ', i :;--; :',,, ,,.,_ .. ' ' ... ·· Annex: Date ~ ""- r ocv 7 ~ ay vlnrr U/- "Lff '//}A :,,. , V rl»iA- Due7 By y N y N y N y N y N y N y N y N Factor: Date ,,a:_:oone ODone DDone DDone ODone D Issued ·, ·s·, .::--.. , ., -~ , :·;,:: . , • l• City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-13-2011 Plan Check Revision Permit No:PCR11047 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: TREVOR WELLS 619-685-3990 Building Inspection Request Line (760) 602-2725 2280 FARADAY AV CBAD PCR Lot#: 0 Status: Applied: 2120614500 $0.00 CB102317 Construction Type: 5B Entered By: ISIS: REVISIONS TO FRAMING, ELECTRICAL, SEWER ETC. Plan Approved: Issued: Inspect Area: Owner: FARADAY PARTNERS LL C C/O DEi LLC 1800 THIBODO RD #320 VISTA CA 92081 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $700.00 $0.00 $0.00 Total Fees: $700.00 Inspector:_ Total Payments To Date: $700.00 Balance Due: FINAL APPROVAL Date: Clearance: ISSUED 04/26/2011 JMA 07/13/2011 07/13/2011 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'foes/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 fortr in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. «~ ~ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ? ct ( l -47 Original Plan Check No. C. l3 ~\0 -·23 l 7 ProjectAddress Z28"0 Par:ad~ Ave . Date Apr, 26 1 l} ContactEeva r Wells Ph 6rq~ G&~990 Fax t19. 68s. L/6!VF.mail t"VellsQ doa-sd. cCl/1") ContactAddress 4Lf5 UJ# Ash s,L City SD · Zip qzJc> I General Scope of Work ________________________ _ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: [29-._rlans D Calculations D Soils D Energy D Other __________ _ 2 Describe revisions in detail 6-Z f=?, /Pwr Seo 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? 7 Does this revision affect any fire related issues? 8 Is this a complete set? .J& Yes D No D Yes D Yes 3 4 List page(s) where List revised sheets each revision is that replace shown existin sheets D Yes BJ No '8f No lrH Sh~ fflJ,"$ lsOJ-+ ei ,S c().2 £2, -). £S'Signature-----::~~==---_;__---~=--------------------- 1635 Farad venue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718/ 2719 Fax: 760-602-8558 www.carlsbadca.gov EsGil Corporation In <Partnersnip witn <]ovemment for (}Jui{aing Safety DATE: 7/12/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 102317. rev(PCRll-47) PROJECT ADDRESS: 2280 Faraday Avenue SET: III PROJECT NAME: Isis Pharmaceuticals T. I. Revisions a APPLICANT ~ a PLAN REVIEWER a 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. cg] 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. cg] The applicant's copy of the check list has been sent to: Trevor Wells 445 W. Ash Street San Diego, CA 92101 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Trevor Wells Telephone #: 619-685-4077 (fax?) Date contacted:1-l 12_! 1 , (by: t~ Email: twells@dga-sd.com Fax #: t Mail........ Telephone D REMARKS: Fax.......---In Person By: Glen Adamek FOR DAVID YAO EsGil Corporation ~ GA D EJ D PC · 7/8/2011 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 102317. rev(PCRl 1-47) 7/12/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold CAP font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 102317 REV. (PCRll-47) SET: III PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the revised 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 permits are to be issued. P~UMBING (2010 CALIFORNIA PLUMBING CODE) 2. The Plan Check Revision Application states: "Replaced/abandoned bad sewer line." And is on "All Sheets ',Nith delta 3". But no delta 3's shovv on any of the plumbing sheets. Please explain. The new A-402 reusing existing plumbing fixtures with new flush valves and faucets, but the new plumbing drawings still show new fixtures to be installed. Please correct. ON SHEET P0.2 PLEASE PROVIDE DATA ON THE WATE.R CLOSETS AND URINALS THAT NOW SHOW THE EXISTING CHINA FIXTURES TO REMAIN AND NEW LOW FLOW FLUSH VALVES TO BE INSTALLED. PLEASE PROVIDE DATA ON THE EXISTING FIXTURES TO SHOW THEY ARE DESIGNED TO OPERATE WITH THE PROPOSED NEW LOW FLOW FLUSH VALVES. 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. J EsGil· Corporation In <Partn_ersfiip witli qovernment for (}Jui(aing Safety DATE: 6/14/2011 JU_RISDICTION: City of Carlsbad . PLAN CHECK NO.: 102317. rev(PCRll-47) PROJECT .ADDRESS: 2280 Faraday Avenue SET: II PROJECT NAME: Isis Pharmaceuticals T. I. Revisions D APPLICANT D~ 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 sµbstantially 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. k8] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ·o The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. cg] The applicant's copy of the check list has been sent to: Trevor Wells 445 W. Ash Street San Diego, CA 92101° D Esgil ·Corporation staff did not advise the applicant that the plan check has been completed. cg] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Trevor Wells Telephone#: 619-685-4077 (fax?) Date contacted: v l IS/,, (by: CC--) Email: twells@dga-sd.com Fax #: v"""t; Mail v Telephone Fax In Person D REMARKS: By: David Yao. Enclosures: EsGil Corporation [gJ GA O EJ O PC 6/8 9320 Ch~sapeake Drive, Suite 2Q8 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 · City of Carlsbad 102317. rev(PCRl 1-47) 6/14/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. NOTE: The items listed below are from the previous correction list. These remaining items have not been _adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 102317 REV. (PCRll-47) PLAN REVIEWER: Glen Adamek SET: II The plumbing and mechanical responses provided are for another permit in the same building under plan check-#110885. And does not match the correction list for this plan revision to plan check# 1023117 Rev 1 (PCR11-47). Please address the following items. GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the revised 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 permits are to be issued. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 2. The Plan Check Revision Application states: "Replaced/abandoned bad sewer line." And is on "All Sheets with delta 3". But no delta 3's show on any of the plumbing sheets. Please explain. The new A-402 reusing existing plumbing fixtures with new flush valves and faucets, but the new plumbing drawings still show new fixtures to be installed. Please correct. City of Carlsbad 102317. rev(PCRl 1-47) 6/14/2011 3. New plumbing plans are not signed. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) · 4. Only addition of sheets M6.1 and M6.2 to the new mechanical package. 5. New mechanical plans are not signed. Note: If yoi.J 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. .., EsGil Corporation In (}?artnersnip witli. <Jovernment for (}Jui{ding Safety DATE: 5/5/201:1 D APPLICANT - o~)· D~EVIEWER D FILE JURISDIC!ION: City of Carlsbad PLAN CHECK NO.: 102317. rev(PCRll-47) PROJECT ADDRESS: 2280 Faraday Avenue SET:I PROJECT NAME: Isis Pharmaceuticals T. I. Revisions D D D D The plans transmitted herewith have; been corrected where necessary and substantially comply with the jurisdiction's codes. 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be qorrected and resubmitted for a complete recheck. The check list transmitted herewith is ·for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. . . The applicant's copy of the check list has been sent to: Trevor Wells 445 W. Ash Street San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Trevor Wells Telephone#: 619-685-4077 (f-AK 7) Date contacted: Sf S I i \ (by: ~) Email: twells@dga-sd.com Fax #: ~ Mail ,......,...Telephone D REMARKS: Fax/ In Person By: David Yao Enclosures: EsGil Corporation [8J GA [8J EJ O PC · 4/26 9320ChesapeakeDrive,Suite208 + SanDiego,Califomia92123 + (858)560-1468 + Fax(858)560-1576 )' , . City of Carlsbad 102317. rev(PCRll-47) 5/5/2011. GENERAL PLAN CORRECTION LIST JURISDICTION: City of CarlsbadPLAN CHECK NO.: 102317. rev(PCRl 1-47) PROJECT ADDRESS: 2280 Faraday Avenue · DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/26 REVIEWED BY: David Yao FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: 5/5/2011 This plan review ·is limhed 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 disabled access. 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 or other departments. · · The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return· this sheet with the revised plans. • 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 on the plans. Have changes been made not resulting from this list? D Yes D No ,,· ·city of Carlsbad 102317. rev(PCRl 1-47) 5/5/2011 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets cah 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. 1. Note 4 under RCP Keynots of sheet A-220 shows replace existing wood header to new light-gage steel header. Wliat is the existing wood header? What is the new steel header? Please clarify on the plan. 2. Note on the plan to provide special inspection for the Hilti anchor. 3. Provide calculation to show detail 24/S1 is adequate. 4. Please refer to the follo,wing corrections for electrical, mechanical and plumbing items. 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 David Yao at Esgil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (201 O_ CALIFORNIA ELECTRICAL CODE) 1. Transformer -"RP1" is now located on the "roof'? Please provide the location . . 2. Tied into the preceding comment is panelboard". Panelboard E requires a main for the 25' tap rule and 1 O' if not therewith equipped. Describe fully this set-up: transformer location, secondary feeder lengths, and main protection for panelboard "E". Note: If you have a_ny questi_ons regarding this Electrical and Energy plan review list please contact Eric Jenseri 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. City of Carlsbad 102317. rev(PCRll-47) 5/5/2011 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 102317 REV. (PCRll-47) PLAN REVIEWER: _Glen Adamek SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the revised plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issuec;I. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued . . PLUMBING (2010 CALIFORNIA PLUMBING CODE) . . 2. ·The Plan Check Revision Application states: "Replaced/abandoned bad sewer line." And is on "All Sheets with delta 3". But no delta 3's show on any of the plumbing sheets. Please explain. The new A-402 reusing existing plumbing fixtures with new flush valves and faucets, but the new ·plumbing drawings still show new fixtures to be installed. Please correct. · 3. New plumbing plans are not signed. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 4. Only addition of sheets M6.1 and M6.2 to the new mechanical package. 5. New mechanical plans are not signed. · 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. City of Carlsbad 102317. rev(PCRl 1-47) 5/5/2011 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad rev(PCRl 1-47) PLAN CHECK NO.: 102317. .'PREPARED BY: David Yao DATE: 5/5/2011 BUILDING ADDRESS: 2280 Faraday Avenue BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. T. I. revisions Air Conditioning . Fire Sprinklers TOTAL VALUE. Jurisdic_tion Code cb By Ordinance Bldg. Permit Fee by Ordinance /,.. I Plan Check Fee by Ordinance j ... / Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee I I ,.. I Repeats 0 Other 0 Hourly · ~-----7-11 Hrs. @ * Es Gil Fee . $100. 00 $700.001 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCF< \ \-t{t ADDREss .· .zzgo 'FAR.ADAY Av DATE RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$20,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER f<__ev,-SloN '? (C,,t? l0-Z,-:i$ ,-r) PLANNER ________ _ DATE _____ _ ENGIN~ Q:\CED\LandDev\Correspondence\Ontiveros\for planchecking\BUILDING PLANCHECK CKLIST FORM • PLANNING ENGINERING APPROV ALS.docx " ' "·~ ' ' ., ,-~GSSI Structural Engineers c·alculations for 11.009A lsl,·s· p· ·H'ARM:: · · ;AC' 'E··u· ~T,.. .-1·c·AL' s· I'N·c-·· · ; ..• --' ' y ---. . ' : ; ,-. , ' ' . • ~ • , ..,...,. ,¥. ~ .':? • -~ --· __ :. .. .. ~ ~--• ~ : ~ .... ~ ~~ , : .,,.,.1' ..... -' -_."/ : --··-~.: •' ,,...,,_ ·-h -' 'j,I"' • 2280 Farada.y·_TI Carlsbad, -CA DGA 445 West Ash Street San Diego, CA 92101 Phone: 619-685-3990 Fax: 619-685-4077 fc~ ( l--Lf:7 CB lO 2 317 {N.GREENHECK * Building Value in Air. Configuration Qty Arrangement .Rot~tion Discharge 1 ·10 cw Dimensional Welghtw/o Accessories (lb) 690 Weight with Ac~essories Position UB Optional Damper (in) 20x28 Performance. Corrections Airstream Elevation Temperature (ft). (F) 70 0 Performance Requested Actual· Requeste< Actual ov Fan Volume Volume SP SP (ft/min) RPM (CFM) (CFM) (ln WQ). .(iny.,g) 7,400 7,400 1 .. 5 1.5 1,845 886 Motor Drive Type Belt Max. TMotor Frame Size 284 · Ope·rating Tip Power Speed (hp) {ft/min) 2.69 6264 NEC Motor Size Motor ·v1c1P ·Encl. Windings FLA" Mounted (hp) RPM (Amps) Yes 3 4(>0/60/3 EXP 1725 1 4.8 Sound Power by ·octave Band . SE (%) 65.0 .Printed Date: 117/2011 Job: ISIS 2280 Faratjay .Product Type: Fan Mark: EF-2 Model: SWB-227-30 lcl Backward Inclined Centrifugal Utility Fan __ _ Standard Construction Features: l//tt;(I HOUSING: Steel housing with .Lock-seam construction -·Unit support angle with prepunched mounting holes -Adjustable motor plate -Corrosion resistant fasteners -Steel components are pliosphatized and coated :Options & Accessories: NEMA Premium Efficient Mptor-meets NEMA Table 12-12 Spark B Construction Aluminum Scroll Housing Aluminum Wheel Construc;tion Aluminum Inlet Cone UUcUL 705 Listed -"Power Ventilators" Switch, NEMA-7 and 9, Toggle, Ship Separate, Field Mounted Isolators (Qty:4), Restrained for lndoor/Outdoor_use (PN: 456985) Damper, WD-340-PB-20X28, Gra.vity Operated Weatherhood, Coated · Coated with Permatector,.Gray (040), Fan And Attached Ace Threaded Pipe Drain Connection, 0. 75 in Diameter Outlet Flange -Punched Shaft Seal w/Rub Ring Sound 62.5 ·125 750 500 1000 2000 4000 8000 LwA dBA Sonef Data Inlet 84 78 8~. 75 72 7.0 65 60 79 67 15.8 2.0 r--c:=----------,'!~'-tt::.------.~, --------, 4 __ / ......... .. 1.5 r g e 1.0 :, i a. .!.I iii in 0.5 / !: __ ... -········/)/····\······, ..... . ,.• ....... \ ... -;,/···· \ .... .... \,\ ., .... ~ ! ... -···· ... -·· / ,/ \ .-· . .-· .,,· /' / -~ , \ ./ ;{\'\/ / \\ / •:;;:fe'§!,. 2 3 ... ·::<-..... ... \ 0.0 '---''"-=-'----------------------'-----' O· 0 --RPMCUtve :~:.·:~::~~m~'i::urve 2 • • · · • • · • · • •• Do not select to tne 1en or !tis strge curve Sl Desired operating P.oint U Aciual operating point 4 6 8 10 12 Volume (CFM)x 1,000 Notes: All dimensions shown are in units of in . "FLA. based on tables 150 or 148 of National Electrical Code 2002. Actual motor FLA may vary, for sizing thermal overload, consult factory. lwA -A weighted sound power level, based on ANSI S1 .4 dBA. A weighed sound pressure level, based on 11.5 dB attenuation per Octave band at 5.0 ft -dBA levels are not licensed by AMCA International Sones -calculated using AMCA 301 at 5.0 fl CAPS 4.5.1239 C:\Documents and Settings\Daye Dennison\My Documents\CAPS\Jobs\lSIS 2280 Faraday.gcj Page 7 of 16 SWB 028.5 INLET P,rinted Date:_ 1/7/2011 Job: ISIS 2280 Faraday Product Type: Fan Mark; EF-2 Backward Inclined Centrifugal UtiJity Fan 2 i (DRIVE SIDE) SIDE VIEW INLET DISCHARGE 1' .. I 46 .' I END VIEW HOU~ING -r----t--l--1-~ i i ! i 17.~63 SHAFT<t7---~-1-+ 1 , I , 17.563 0 0.625 J:9.B~J~ • rt10.31~ TYP. 10.313 CONNECTIONS *NOT DRAWN TO SCALE FOOTPRINT Notes: All dimensions shown are in units of in CAPS 4.5.1239 C:\Documents and Settings\Dave Dennison\My Documents\CAPS\Jobs\lSIS 2280 Faraday.gcj Page 8 of 16 fll.GREENHECK " Building Value in Air. Vertical Mount Exhaust Damper Model: WD-340 Standard Con$truction Features: Printed Date: 1/7/2011 Job: ISIS 2280 Faraday Product Type: Fan Mark: EF-2 -WD-340 is designed to .be bolted to the flanged outlet of our utility blowers. Maximum velocities not to exceed 3,600 in. A vertical mount.exhaust damper constructed of 18 ga galvanized steel with pre-punched mounting holes and a flanged frame. - Damper blades are 0:032 in roll-formed aluminum with vinyl seals on the closing edge -Steel axles are 0.188 in diameter zinc plated steel -Synthetic axle bus)lings Acce$$Ory Configuration Actuator Type: End Switch: CAPS 4.5.1239 Gravity No ------,ro 6 2.8-j lj!-. [ r- -- 3.4~ I-- DAMPER TYP. SECTION VIEW Notes: All dimensions shown are in units of in Width And height furnished approximately 0.125 in undersize C:\Documents and Settings\Dave Dennison\My Documents\CAPS\Jobs\lSIS 2280 Faraday.gcj Page 9 of 16 ffl.GREENHECK • Building Value in Air. Configuration Qty Arrangement Rotation Discharge 1 10 cw Dimensional Weight w/o Weight with Accessories Accessories (lb) 554 Position UB Optional Damper (in) 18x25 Performance Corrections Airstream ·Elevation Temperature (fl) (F) 70 ,0 Perfotmance Requested Actual Requested Actual ov Fan Volume Volume SP SP {ft/min) RPM (CFM) (CFM) (in wg) (inwg) 7,100 . 7;100 2.5 2.5 2,152 1,204 Motor Drive Type l;lelt Max. TMotor Frame Size 256 Operating Tip Power Speed (hp) 'ft/min) 4.14 7720 NEC SE (%) 67.S Motor Size Motor V/C/P Encl. Windings FLA* Mounted (hp) RPM Yes 5 460/60/3 ODP 1725 Sound Power by Octave Band Sound 62.5 125 250 500 1000 2000 Data Inlet 87 79 86 80 77 76 3.0 2.5 r 2.0 §. ~ 1.5 :, "' ~ a. CJ 12 1.0 II) 0.5 ..... ~\?,~··· .... ·•··· .... ,. 1 4000 72 (Amp's) 8000 68 7.6 LwA dBA Sonei 84 72 21 ..... -............... ... \ ----... \ ·-•.. \ \ \ \ \ Printed Date: 1/7/2011 Job: ISIS 2280 Faraqay Product Type: Fan ·Mark: .EF-7 Model: SWB-224-50 Backward Inclined Centrifugal Utility Fan Standard Construction Features: HOUSING: Steel housing with .Lock-seam construction· Unit support angle wi~h prepunched mounting holes -Adjustable mot9r plate • Corrosion resistant fasteners -Steel components are phosphatized and coat':ld Options & Accessories: NEMA Premium Efficient Motor -meets NEMA Table 12-12 UL/cUL 705 Listed -»Power Ventilators" Isolators (Qty:4), Restrained for Indoor/Outdoor use (PN: 457056) D~mper, WD-340-PB-18X25, Gravity Operated Weatherhood, Coated Coatedwith Permatector, Gray {040), Standard Coating on Entire Fan Threaded Pipe Drain Connection, 1 in Diameter Outlet Flange -Punched 6 5 4 'a: ::S 3 j Q) .,. 2 ~ m 1 Notes: All dimensions shown are in units of on. .. ~· ~ 0.0 L-""'-"....:...-------------------~---J 0 'FLA -based on tables 150 or 148 of National Electrical Code 2002. Actual motor FLA may vary, for sizing thermal overload, consult factory. 0 2 ·--RPMCUl\le -.. ---· • §ys:em curve --• • •• • Brake Power CU1Ve •• • ·• •• •· • · • Do not se!ect to the left of ths StJrge curve ,Sl, Desired oPErabng point V Actual ()f)erattng po,nt 4 6 8 10 Volume \CFM) x 1,000 12 LwA -A weighted sound power level, based on ANSI S1 .4 dBA -A weighed sound pressure level, based on 11.5 dB attenuation per Octave band at 5.0 ft -dBA levels are not licensed by AMCA International Sones -calculated using AMCA 301 at 5.0 ft CAPS 4.5.1239 C:\Documents and Settings\Dave Dennison\My Documents\CAPS\Jobs\lSIS 2280 Faraday.gcj Page 4 of 16 ' {H.GREENHECK • .Building Value in Air. Printed Date: 1/7/2011 Job: ISIS 2280 Fa·raday Product Type: Fan Mark: EF-7 SWB Backward Inclined Centrifugal Utility Fan s: i:_33;625.....:i (DRIVE SIDE) SIDE VIEW 025.875 SH~FT . INLET\! ---$-- INLET ·rn·,0.7 26 : • i . : _:r -I 22.125 i-. DISCHARGE . CONNECTIONS *NOT DRAWN TO SCALE --Lj t';< 1/'-) ('-1 £ nr) X ~-6 ,fl 1f)-=-J'i (.(t f n. • [lit T1l wEArHERHooo (Lo /-p-1 (J t < / ~ p s ft.. -~2r ~ t 025.875 ! J' I I i-41.s-l END VIEW HOU~ING -t----J--4---r l i i I i 15.563 SHAFT't,--1----H--_i I I I I • , , I , 15.563 +----t--L-+-t 00.625/L17.5 I-L1 L9.25 TYP. '..:I 9.25 FOOTPRINT Notes: All dimensions shown are in units of in CAPS 4.5.1239 C:\Documents and Settings\Dave Dennison\My Docurnents\CAPS\Jobs\lSIS 2280 Faraday.gcj Page 5 of 16 ' {§.GREENHECK " Building Value in Air. Vertical Mount Exhaust Damper Model: WD-340 Standard Construction Features: Printed Date: 1/7/2011 Job: ISIS 2280 Faraday Product Type: F~m Mark: Ef..,7 ' -WD-340 is designed to be bolted to the flanged outlet of our utility blowers. Maximum velocities not to exceed 3,600 in. A vertical mount exhaust damper constructed of 18 ga galvanized steel with pre-punched mounting holes and a flanged frame. - Damper blades are 0.032 in roll-formed aluminum with vinyl seals on the closing edge -Steel axles are 0.188 in diameter zinc plated steel -Synthetic axle bushings Accessory Configuration Actuator Type: End Switch: CAPS 4.5.1239 Gravity No ---ir a. 6 2.8----i !jf- 3.4---1 ~ DAMPER TYP. SECTION VIEW Notes: All dimensions shown are in units of in Width And height furnished approximately 0.125 in undersize C:\Documents and Settings\Dave Dennison\My Documents\CAPS\Jobs\lSIS 2280 Faraday.gcj Page 6 of 16 Project: Structural Engineers Engr: Sheet GSSI No. 7 Date 4/26/2011 Overturning of the Mechanical Equipment Design Parameters aP = 1.0 Strength Design: .9D +1.0E Allow. Stress Design: .9D + 1.0E/1.4 Sos = 0.85 Ip = 1..00 component ampflicatlon factor spectral acceleration, short period importance factor SD or ASD? = Allow. Stress De~ign Rp = 2.5 Component response mod. factor Slab on grade? Nc> z = 20.· h = ·20 ft..(ht. In ~tructure of point of attachment), z=O@ grade ft. (avg. roof ht.) ·z/h = 1 :Q Fp = .4*ap*Sos•Wp*(1+2*z/h)/(RJIp}, (13.3-1) Fp(mc1x) = 1.6*$05*1p*Wp, (13.3-2) Fp(min) = o:3*80s*I_/Wp, (13.3-3) Fv = .2*Sos*Wp, (12.4.:.4) Fp = Fp(max) = Fp(min) = Fv = OTM = Fp*unit height/2 RM = ( .9-Fv)*Wt*unit width/2 Unit Size, feet Curb weight, Fp Fv width length height ht, in. lbs EF-2 ·2;5 2.0 4.5 6 800 "233 97 EF-7 1.8 2.1 4.1 6.0 800 233 97 . -- -- -- -- 0.29 Wp 0.97 WP 0.18 WP 0.12 WP OTM RM ft-lbs ft-lbs 641 779 595 561 -- -- -- .;. - USE 1/2" dia lag bolts, one ea corner min-4 total-OK for Fp=2331bs and max 1~ lb uplift A·LL uT!-.. fffL 2010 CBC Overturning of Mechanical Equipment at any Location concrete anchors Uplift, lbs No _Uplift 19 anqhors 1/2" 1/2" '--~----------------~---------·--·--------.. ··--..... -7·--·-------. ----------..-.L--:-~·------·--=-...-~--------- PCR11047 2280 FARADAY AV 1818: REVISIONS TO FRAMING, ELECTRICAL, SEWER ETC. ~ (z[p/11~ 16 &~,·'-uJ/Cio/ C6102317 .fiIJt-se-r.-TI B1SP&-c.Jv£1e£.D q{-z.1( 11 -Sfvu_d-ura-l f °1~ arr1v~JJ b:J ~, Sf-ill wA-t'n~J J;:f/""' r .(;,,. {!m-1: _(-VrwNd,o( {'1/J. fl./-r'alcs -b f.¼L 4/;,7/11 ~ ~j:l,04._-~d i ~ ),, cZ:{ ,-If -;)-1, 1 4 ~ (Jc {2__ ~ J-y// rspcu~ C,/r4/ It €:,5u---fL-CA-r"A . CJ 1-<;-f I-/JJJM4]fl9J:lSc;J; tft Jff-f: 'f(. 7/r~/11 -fwuJ,7/-p/th4 will 6.er r.du,d .bc;~&-,·1.-tl/ed. 7p.;=-_ !lf 1/;·Cd-.-t /4M bfe-/1:/ohrrfa'.ec/. 7f':;J! u-v~uidJ -t-77/T's )s ft Leffl/L£7E :5E/ Approved BUILDING PLANNING ENGINEERING FIRE Expedite? y ·.N HazMat APCD Health Forms/Fees Sent Encina Fire HazHealthAPCD PE&M School Sewer Storrnwater Special Inspection CFD: y N LandUse: Density: PFF: y N Comments Date Building c-~ /, ·/ ./ 7/ Planning Engineering Fire Need? SW , Date 7/1z.L11 /JI// ( • ( t.f'/ ,;:J-8( fl Rec'd lmpArea: FY: Annex: Date Date c, I l«-t/ t, '\. (JCV By c1nrl-" .J:L ·-) v,- Due? By y N y N y N y N y N y N y N y N Factor: Date CJ Done CJ Done CJ Done CJ Done CJ Done CJ Issued