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Home My WebLink About2270 CAMINO VIDA ROBLE; I; CB090601; Permit06-04-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090601 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: BOOTH & SUAREZ ARCH STED 325 CARLSBAD VILLAGE DR CARLSBAD CA 92008 760 434 8474 2270 CAMINO VIDA ROBLE CBAD St: I Tl Sub Type: INDUST 2130504700 Lot#: 0 Status: $30,000.00 Construction Type: NEW Applied: Reference #: Entered By: CRICKET-INSTALL 2 OUTDOOR Plan Approved: FUEL CELLS & 1 STORAGE MODULE ON CONCRETE SLAB INSIDE Issued: Inspect Area: Plan Check*: Owner: 2270 CAMINO VIDA ROBLE LLC ISSUED 04/09/2009 LSM 06/04/2009 06/04/2009 685 TURQUOISE ST LAJOLLACA 92037 __ Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $287.16 Meter Size $0.00 Add'l Reel. Water Con. Fee , $186.65 Meter Fee \\VV $0.00 SDCWA Fee 'CW I $0.00 CFD Payoff Fee $6.30 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $1.00 HMPFee TOTAL PERMIT FEES O *$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $528.11 Total Fees:$528.11 Total Payments To Date:$52811 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: &*Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Building Permit Application Plan Check No.-Qfo Q ( Est. Value So.ooo Plan Ck. Deposit \ 84? . Date JOB ADO D^/•Celine T/PROJECT #LOT*PHASE ## OF Ut/rS # BEDROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) fa) kiOpfiMfi#\toll* rd) SUITE#/SPACE#/UNIT#~ # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP o EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YESD #NOD AIR CONDITIONING YES D NO D FIRE SPRINKLERS YES D NO D CONTACT NAME (If APPLICANT NAME ADDRESS„ADDRESS CITY 1 L TATE M ZIP CITY, jV Jfo /</ ZIP PHDNE ^I tft )<i*U -FAX EMAIL EMAIL PROPERTY OWNER NAMr ADDRESS 3* io fa/hiw tdg fabk ,ACTOR BUS. NAME "TOP o s> f DDRESS CITY X -ZIP CITY STATE ZIP FAX PHONE - 05^1 FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, aiter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt there from, 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}). ~~1 vj/Vorkers' Compensation Declaration: / hereby aff/rm under pena/fy of perjury one of the following declarations: LTI I havejmd will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ujxHiave and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. f—- ^ V'/Y'X £-C~ -S Policy No. (~-i -Jl T *~ r "* ~ T^ Expiration Date addition to the cost of compensation,damages as provided for in -] -J&> CONTRACTOR SIGNATURE \_> QYl^QS This section need not be completed if the permit is for one hundred dollars ($100) or less. LTI Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensatiorvdamages as provided for in Section 3706 of the/Labor code, interest and attorney's fees. DATE £> ^ ^-f ^ Q / hereby affirm that I am exempt from Contractor's License Law for the following reason: n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O lam exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. D Yes O No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 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 DATE •> j, • ,-v,-« j f - •*& &'j < '' " i/VV/fe ,V" ;• '&'f*&*'(1!&& if A "{, ' ^"Br*^- •' Is the applicant or future building occupant required to submit a business plan, 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? d Yes d No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d Yes d No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d Yes d No IF ANY OF THE ANSWERS ARE YES, t EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's N?me Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSH A permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit 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). ^"APPLICANT'S SIGNATURE DATE City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: CB090601 CRICKET- INSTALL 2 OUTDOOR FUEL CELLS & 1 STORAGE MODULE ON CONCRETE S 2270 CAM I NO VI DA ROBLE #l Lot: CHRISTINE Phone: CA Water Dist: CA Date: Permit Type: Sub Type: 0 12/30/2009 Tl INDUST Comments: City of Carlsbad Bldg Inspection Request For: 02/25/2010 Permit* CB090601 Title: CRICKET-INSTALL 2 OUTDOOR Inspector Assignment: PC Description: FUEL CELLS & 1 STORAGE MODULE ON CONCRETE SLAB INSIDE A CONCRETE BLOCK ENCLOSURE 2270 CAMINO VIDA ROBLE I Lot: 0 Type:TI Sub Type: INDUST Job Address: Suite: Location: OWNER 2270 CAMINO VIDA ROBLE LLC Owner: 2270 CAMINO VIDA ROBLE LLC Remarks: a m please Phone: 6197789017 Inspector: Total Time:Requested By: CHRIS Entered By: CHRISTINE CD Description 19 Final Structural 39 Final Electrical Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV020086 CLOSED ZONING VIOLATION; RETAIL SALES IN INDUST LOCATION Inspection History Date Description Act 01/29/2010 89 Final Combo CO 12/30/2009 89 Final Combo NR 07/10/2009 65 Retaining Walls WC 07/10/2009 66 Grout AP 07/09/2009 65 Retaining Walls CA 07/08/2009 65 Retaining Walls PA 06/25/2009 11 Ftg/Foundation/Piers AP 06/25/2009 31 Underground/Conduit-Wiring AP 06/24/2009 31 Underground/Conduit-Wiring AP 06/18/2009 92 Compliance Investigation AP Insp MC TP PY PY MC MC PC PC PC PC Comments NOTICE SEND LETTER PER CONTRACTOR PHONE CALL 1ST LIFT CMU LAY UP, GROUND RING QUESTIONS OK TO GROUT City of Carlsbad Bldg Inspection Request For: 01/29/2010 Permit* CB090601 Title: CRICKET-INSTALL 2 OUTDOOR Inspector Assignment: PC Description: FUEL CELLS & 1 STORAGE MODULE ON CONCRETE SLAB INSIDE A CONCRETE BLOCK ENCLOSURE 2270 CAMINO VIDA ROBLE I Lot: 0 Type:TI Sub Type: INDUST Job Address: Suite: Location: OWNER 2270 CAMINO VIDA ROBLE LLC Owner: 2270 CAMINO VIDA ROBLE LLC Remarks: Phone: 6197789017 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: CHRIS Entered By: CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV020086 CLOSED ZONING VIOLATION; RETAIL SALES IN INDUST LOCATION Inspection History Date 12/30/2089 07/10/2009 07/10/20b9 ft07/09/2009 07/08/2009 06/25/2009 06/25/2009 06/24/2009 06/18/2009 Description 89 Final Combo 65 Retaining Walls 66 Grout 65 Retaining Walls 65 Retaining Walls 1 1 Ftg/Foundation/Piers 31 Underground/Conduit-Wiring 31 Underground/Conduit-Wiring 92 Compliance Investigation Act NR we AP CA PA AP AP AP AP Insp TP PY PY MC MC PC PC PC PC Comments SEND LETTER PER CONTRACTOR PHONE CALL 1ST LIFT CMU LAY UP, OK TO GROUT GROUND RING QUESTIONS NOTICECITY OF CARLSBAD » (760)602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE 1*9 ^JW^i -2-&(<=> TIME I I LOCATION 7J PERMIT NO. A FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES FOR FURTHER INFORMATION, CONTACT"7 ^° <^Z PHONE BUILDING INSPECTOR . CODE ENFORCEMENT OFFICER EsGil Corporation In Partnership with government for <BuiCd~ing Safety DATE: 4/17/09 O\PPUCANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 090601 SET: I PROJECT ADDRESS: 2270 Camino Vida Roble, Suite I PROJECT NAME: Cricket Palomar Airport Fuel Cell Installation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building 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 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. 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: 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: Telephone #: Date contacted: (by: ) __' Fax #: Mail Telephone Fax In Person REMARKS: By: David Yao Enclosures: EsGil Corporation CD GA D MB D EJ D PC 4/13 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 0906O1 4/17/O9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: O9O6O1 DATE: 4/17/09 BUILDING ADDRESS: 2270 Camino Vida Roble, Suite I BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq.Ft.) fuel cell installation Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Valuation Multiplier By Ordinance Reg. Mod. per city VALUE ($) 30,000 30,000 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: PI ] Repetitive Fee^~i Repeats Complete Review D Other p-1 Hourly EsGil Fee D Structural Only $265.05 $172.28 $148.43 Comments: Sheet 1 of 1 macvalue.doc + Linda Ontiveros From: Linda Ontiveros Sent: Thursday, April 23, 2009 12:19 PM To: 'booth@boothsuarez.com1 Subject: 2270 Camino Vida Roble Ste I/Cricket Communications Attachments: 11 -090424-0001 .pdf Building permit reference: CB09-601 This email is in reference to the building permit referenced above. Engineering review is complete and is approved. This approval is contingent upon return of attached SWPPP for your project. If you have any questions, please do not hesitate to call me. Regards, Linda Ontiveros Engineering Technician Development Services Division P: (760) 602-2773 | F: (760) 602-1052 Citr 0( CARLSBAD • CITY OF CARLSBAD STANDARD FORM - TIER 1 STORM WATER POLLUTION PREVENTION PLAN STORM WATER COMPLIANCE CERTIFICATE ^ My project is not in a category of permit types exempt from the Construction SWPPP requirements s My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). s My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) ^ My project will not 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 that 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). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED JN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNER(6yOWNER'S AGENT NAME (SIGNATURE) STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Concrete block enclosure in to install fuel cell PROJECT INFORMATION Site Address: 2270 Camino Vida Roble-Ste I Assessor's Parcel Number: 213-050-47-00 Project ID: CB 09-601 _ Construction Permit No.: PSP 09-63 _ Estimated Construction Start Date Project Duration Emergency Contact: Name: e&e&e 24 hour Phone: (&&) ?*& " Months Perceived Threat to Storm Water Quality Medium Low i***^ If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF C/RLSBAD STANDARD/TI9R 1 SWPPP Approved By: Date: -p fof <2 Best Management Practice (BMP) Description -> CASQA Designation -» Construction Activity V I/ */ V Grading/Soil Disturbance Trenching/Excavation FfedH IsWcbl- Stockpiling Drilling/Boring ^ Concrete/Asphalt Sawcutting Concrete flatwork Paving Conduit/Pipe Installation StuccofMortariWork Wastebisposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other (list): Erosion Control BMPs Geotextiles & Matsr-- 6UJ Wood Mulching°?a •J \/ V^Earth Dikes andDrainage SwalesIHI Slope Drains6UJ Sediment Control BMPs Silt Fenceill 03 Sediment TrapCO111 03 Check Dam2</>Fiber Rollss03 Gravel Bag Berm<?UJOJ Street Sweeping andVacuumingi^- UJ03 Sandbag Barrier"fUJe/3 V V^ V* \s Storm Drain InletProtectiono UJ 03 Tracking Control BMPs Stabilized ConstructionIngress/Egressi M\s ^ \s w'*Stabilized ConstrucionRoadwayCM CC1- Non-Storm ater Management BMPs Water ConservationPracticesAz. V V Paving and GrindingOperationsCO z Potable Water/Irrigationr*-A Vehicle and EquipmentCleaning"903z Waste Management and Materials Pollution Control BMPs Material Delivery andStoragei Material UseCNI \S •\s Stockpile Managementco f Spill Prevention andControli Solid WasteManagementi V Hazardous WasteManagementi Concrete WasteManagementi v/ \S Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located alon the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construcion Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. Page 2 of Carlsbad Fire Department BUILDING DEFT COPY Plan Review Requirements Category: TI, INDUST Date of Report: 05-20-2009 Reviewed by: Name: Address: BOOTH & SUAREZ ARCH STED 325 CARLSBAD VILLAGE DR CARLSBAD CA 92008 Permit #: CB090601 Job Name: CRICKET-INSTALL 2 OUTDOOR Job Address: 2270 CAMINO VIDA ROBLE CBAD St: I BEST COPY carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: 5N0001 3T] APPROVEHj^bmpressed Gas Permit REQUIRED) THffiMJJkl'l'HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Items below corrected: In addition to the APPLICABLE CODES cited, please add National Fire Protection Association (NFPA) Standard(s) 54 - Nat'l Fuel Gas Code, 70 - National Electric Code, 55 - Standard for Storage, Use and Handling of Compressed Gases..., and 853 - Standard for Installation of Stationary Fuel Cell Power Systems are also applicable. When the amount of compressed gas exceeds 200 cubic feet per type of gas, a Hazardous Materials Business Emergency Plan and Chemical Inventory disclosure shall be required, per Carlsbad Municipal Code and California Code of Regulations. Permits for the use, or storage of compressed gases, is required by CFC 105.6. Provide Mechanical Plans showing plan view and elevations of equipment and connections between the HSM and the PGM's. Hydrogen supply piping, valves, and fittings from the H2 storage system to the fuel cell power system shall conform to ASME/ANSIB31.3, An accessible shutoff valve shall be located in the H2 piping to the fuel cell power system within Six- (6) feet of the storage container(s), The H2 supply piping shall be provided with a second accessible shut-off valve that is located within Six - (6) feet of the power system, Provide a registered Engineers approval for this pad and enclosure installation for a seismic Zone 4, Provide details for the emergency shutoff of the H2 gas delivery/supply and details and location of the disconnect switch between the inside electrical service panels and the electrical control panel. Plans shall indicate that all electrical wiring and connections meet the requirements Class 1, Division 2. Identification and signage shall indictae the presence of Energized Electrical Equipment and the NFPA 704 placarding , No smoking etc. The Main electrical service disconnect for this suite and/or building shall indicate that there is a alternative power supply. Entry: 05/20/2009 By: GR Action: AP A "Fire Use Permit" for Compressed Gas must be issued by this department. Please contact this office for permit requirements. Carlsbad Fire Department BULBING DEFT Plan Review Requirements Category: TI, INDUST Date of Report: 04-16-2009 Reviewed by: Name: BOOTH & SUAREZ ARCH Address: STE D 325 CARLSBAD VILLAGE DR CARLSBAD CA 92008 Permit #: CB090601 Job Name: CRICKET-INSTALL 2 OUTDOOR Job Address: 2270 CAMINO VIDA ROBLE CBAD St: I INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003400 [NOT MET] hi addition to the APPLICABLE CODES cited, please add National Fire Protection Association (NFPA) Standard(s) 54 - Nat'l Fuel Gas Code, 70 - National Electric Code, 55 - Standard for Storage, Use and Handling of Compressed Gases..., and 853 - Standard for Installation of Stationary Fuel Cell Power Systems are also applicable. When the amount of compressed gas exceeds 200 cubic feet per type of gas, a Hazardous Materials Business Emergency Plan and Chemical Inventory disclosure shall be required, per Carlsbad Municipal Code and California Code of Regulations. Permits for the use, or storage of compressed gases, is required by CFC 105.6. Provide Mechanical Plans showing plan view and elevations of equipment and connections between the HSM and the PGM's. Hydrogen supply piping, valves, and fittings from the H2 storage system to the fuel cell power system shall conform to ASME/ANSI B31.3, An accessible shutoff valve shall be located in the H2 piping to the fuel cell power system within Six- (6) feet of the storage container(s), The H2 supply piping shall be provided with a second accessible shut-off valve that is located within Six - (6) feet of the power system, Provide a registered Engineers approval for this pad and enclosure installation for a seismic Zone 4, Provide details for the emergency shutoff of the H2 gas delivery/supply and details and location of the disconnect switch between the inside electrical service panels and the electrical control panel. Plans shall indicate that all electrical wiring and connections meet the requirements Class 1, Division 2. Identification and signage shall indictae the presence of Energized Electrical Equipment and the NFPA 704 placarding , No smoking etc. The Main electrical service disconnect for this suite and/or building shall indicate that there is a alternative power supply. Entry: 04/16/2009 By: gr Action: CO DUNN SAVOIE INC STRUCTURAL ENGINEERS 30B S. CLEVELAND ST. OCEANSIDE, CA 32O54 PH. C7-BO] S66-6355 FX. C760) 366-6360 E-mail: dsi@surfdsi.oom STRUCTURAL CALCULATIONS FOR CRICKET HUB-1 PALOMAR AIRPORT FUEL CELL INSTALLATION 2270 CAMINO VIA ROBLE CARLSBAD, CA 92008 (DSI PROJECT NO. 09126.0 April 7, 2009 TABLE OF CONTENTS ITEM Category A. DESIGN CRITERIA Category B. MECHANICAL EQUIPMENT ANCHORAGE Category C. FENCE WALL & FOUNDATION DESIGN • 1 •k | 1w ftiI •1 • • •1 Li Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel' (760) 966-6355 Fax: (760)966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE M Y.S. JOB# OF DATE DATE 09176 0? 4/09 DESIGN CRITERIA Conterminous 48 States 2006 International Building Code Latitude = 33.12 Longitude = -117,272 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.154 (Ss, Site Class B) 1.0 0.436(51, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 33.12 Longitude = -117.272 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.038 ,Fv = 1.564 Period Sa (sec) (g) 0.2 1.198 (SMs, Site Class D) 1.0 0.682 (SM1, Site Class D) Fa= 1.038 Fv = 1.564 SMs = 1.154 SM1= 0.436 Ss= 1.198 S-, = 0.682 SDS = 0.799 SD1 = 0.455 SM (max) Conterminous 48 States 2006 International Building Code Latitude = 33.12 Longitude = -117.272 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D- Fa = 1.038 ,Fv= 1.564 SD Period Sa (sec) (g) 0.2 0.799 (SDs, Site Class D) 1.0 0.455 (SD1, Site Class D) (design) 6.5.15, Design Wind Load on Others Structures F= qzGCfA, q2= .00256 Kz Kz, Kd V2 Ht. z at the centroid of area Af = 3.67 ft Exposure coefficient Kz = 0.85 Topography factor Kz, = 1.00 Directionality factor Kd = 0.85 Wind Speed V = 85 mph Importance factor lw= 1.00 qz = 13.36 psf Gust Effect factor G = 0.85 Force coeff Cf = 1.4 Design wind pressure, F/A, = 15.90 psf (6-27) (6-15) Exp= C 6.5.6.6, T-6-3 for MWFR 6.5.7.2 Table 6-4 Table 6-1 6.5.8 Figure 6-21 through 6-23 • 1 )( •i • • • • . . Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE Cricket Palomar \>\ Y.S. JOB* OF DATE DATE 09126.02 4/09 MECHANICAL EQUIPMENT ANCHORAGE EXISTING — CONCRETE SIDEWALK RED MICARTA PLACARD MOUNTED ©+60" WITH 1" HIGH WHITE LETTERS STATING: "HYDROGEN STORAGE MAXIMUM 3000 CU. FT. /MAXIMUM 250 CU. FT PER INDIVIDUAL CANISTER" PROPOSED CRICKET COMMUNICATIONS "GENCDRE" HYDROGEN STORAGE MODULE (HSM) WEIGHT: 2200 LBS. MAXIMUM 3000 CU. FT. OF HYDROGEN (12 CANISTERS ® MAXIMUM 250 CU. FT. PER INDIVIDUAL CANISTER) NFPA 704 PLACARD SEE DETAIL "4/D1" GROUND BUSS EXISTING NEXTG PULL BOX 3"0 PVC SLEEVE FOR 3/4"* WATER DRAIN LINE. SLOPE 1/4": 12" TO DRYWELL (TYPICAL OF 2) ALIGN WITH FITTING ON BOTTOM OF PGM. (SEE DETAIL "1/A1") 3/4"0 INDIRECT WATER DRAIN LINE SHALL DISCHARGE WITH MINIMUM 1-1/2" AIR GAP ABOVE FLOOD RIM OF DRYWELL NFPA 704 PLACARD SEE DETAIL "4/D1" NEW 3-0 CORRUGATED STEEL GATE EXISTING ENTRY DOOR NEW 7'-4" HIGH "FLUTED" CONCRETE BLOCK WALL PAINTED TO MATCH ADJACENT CONCRETE WALL PROPOSED CONDUIT ROUTE TO EXISTING CRICKET COMMUNICATIONS EQUIPMENT ROOM NEW CONCRETE PAD EXISITING CONCRETE COLUMN PROPOSED CRICKET COMMUNICATIONS "GENCORE" POWER GENERATION MODULE (PGM) FUEL CELL (TYPICAL OF 2) WEIGHT: 610 LBS. EACH 18"0 x 35" DEEP GRAVEL DRYWELL EXISTING BUILDING WALL NFPA 704 PLACARD SEE DETAIL "4/D1" NEW 3'-0" CORRUGATED STEEL GATE FUEL CELL EQUIPMENT ENCLOSURE PLAN 188- SCALE i«--r-<r 3.0 Product Overview BEST COPY 3. f Equipment Dsscrip tf on The Hydrogen Storage Module (HSM) provides fuel to the GenCore® Fuel Cell System. It is a self-contained unit that houses six hydrogen cylinders and all required pressure regulators and valving. The Hydrogen Storage Module is designed only for outdoor installations, completed only by qualified installers. r • , ,-~i s v'•*•'?•• Figure 3-1: GenCore Ft/e/ Ce// Sysfem (left] with Hydrogen Storage Module (right, 3.2 Hydrogen Storage Module Physical Specifications Property Weight Dimensions Storage Temperature Elevation Maximum Operating Angle Soeclfication 675lbs (306kg) without cylinders, plus 80 to 90lbs (36 to 41kg) pallet weight • 73 in (198.12cm) base-to-peak, plus 5!4 in (14cm) pallet height = HSM: 41.8 in wide X 30.2 in deep (106.2cm X 76.7cm) = Pallet: 56 in wide X 44 in deep (142.2cm X 111.3cm) -40"C to +85CC (-40°F to 1853F) -200 to 13,000ft (-50m to 4000m) 1 degree if mounted on same pad as the Fuel Cell System. Table 3-1: Hydrogen Storage Module Specifications 11 Product Overview Hydrogen Storage Module Siting and Installation Manual 4,2 Hydrogen Storage Module Physical Specifications Property Weight Weight with Cylinders Dimensions Storage Temperature Elevation Maximum Operating Angle Specification 460 Ib (209 kg) without cylinders, plus ~1 16 Ib ( -53 kg)pallet weight • HSM with 12 cylinders, 2200 Ib (998 kg) f— • HSM with 18 cylinders, 3070 Ib (1393 kg) • 81 in. (206 cm) base-to-peak, plus 5-1/2 in. (14 cm) • HSM: 42 in. wide x 49 in. deep (107 cm x 125 cm) • Pallet: 56 in. wide 48 in. deep (143 cm x 122 cm) pallet height -40°C to +85°C (-40T to 185°F) -200 to 1 3,000 ft (-60 to 4000 m) 1° if mounted on same pad as the Fuel Cell System Table 4-1: Hydrogen Storage Module Specifications Document No: 082530 Rev. -14 Copyright © 2008 Plug Power Inc. 41"L NOTE: VERIFY ALL DIMENSIONS WITH INSTALLATION TEMPLATES PROVIDED WITH PGM HSM BOLTING FOOTPRINT SCALE: N.T.S. DO LO I O). 2 1/2- -6 7/16" 3"0 PVC SLEEVE FOR DISCHARGE LINE CN CM I K) CM -v 23-31/32" NOTE: VERIFY ALL DIMENSIONS WITH INSTALLATION * TEMPLATES PROVIDED WITH PGM PGM BOLTING FOOTPRINT SCALE: N.T.S. 3/8"0 "HiLTI" STAINLESS STEEL - KWIK-BOLT TZ EXPANSION ANCHOR WITH MINIMUM EMBEDMENT 2" INTO 3/8"0 PRE-DRILLED PILOT HOLE MINIMUM 3" DEEP SPECIAL INSPECTION REQUIRED. I.C.C.-ES #ESR-1917 •FUEL CELL OR HYDROGEN STORAGE MODULE Q LUm LJ CONCRETE SLAB COMPACTED SAND BASE COMPACTED EARTH EQUIPMENT ANCHOR SCALE: 3"=1'-0" Dunn Savoie Inc. Structural Engineers908 S. Cleveland St.Oceanslde, CA 92054Tel: (760) 966-6355Fax: (760) 966-6360 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE OUALt EQUIPMENT ANCHORAGE ELEMENT CRITERIA EQUIPMENT WEIGHT WD DIMENSIONS: LENGTH L WIDTH B HEIGHT H EQUIPMENT ELEVATION z ROOF ELEVATION h SEISMIC CRITERIA SEISMIC DESIGN CATEGORY SPECTRAL ACCELERATION, SHORT PERIOD SDS IMPORTANCE FACTOR lp COMPONENT AMPLIFICATION FACTOR ap COMPONENT RESPONSE MODIF. FACTOR Rp 610 24 21 45.5 0 0 D 0.799 1.0 1.0 2.5 Ibs in in in ft ft Design Seismic Load per 2006 International Building Code and ASCE 7-05 Design Lateral Force: (13.3-1) LRFD .- _ 0.4apSDS ,„ . „,_,,_„... = 78 Ibs (Rp/W Lower Limit: (13.3-2) Upper Limit: (13.3-3) FD= Fp= -(1+2(z/h))wp 0.3*SDSlpwp 1.6*SoslpWp 146 780 Ibs Ibs Therefore,146 Ibs (LRFD) = 0.24Wp (1.0E) Design Wind Load on Others Structures per ASCE 7-05 F=qzGCfAf (6-27) qz= .00256 Kz Kzt Kd V2 I (6-15) Ht. z at the centroid of area Af = 0.5 ft Exp = C Exposure coefficient Kz = 0.85 Topography factor Kzt = 1.00 Directionality factor Kd = 0.85 Wind Speed V = 85 mph Importance factor lw = 1.00 qz= 13.36 psf Gust Effect factor G = 0.85 Force coeff Cf = 1.4 Design wind pressure, F/Af = 16.0 psf Max Wind Load = 16x45.5x24/144= 121 Ibs 1.6W= 194 Ibs Wind Load Governs ELEMENT ANCHORAGE ASD 6.5.6.6, T-6-3 for MWFR 6.5.7.2 Table 6-4 Table 6-1 6.5.8 Figure 6-21 through 6-23 OVERTURNING: OM = Fp.H/2 RM = (0.9-0.2SDS)*Wp.B/2 NET M = OM-RM Therefore T SHEAR: No. of bolts = V = FD / No. of bolts = USE: 368 Ib-ft 395 Ib-ft 1605.2.1 Eq 16-6or16-7 <0 0 4 49 Ibs Ib-ft Ibs Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB SHEET NO.OF CALCULATED BY DATE CHECKED BY DATE SCALE EQUIPMENT ANCHORAGE ELEMENT CRITERIA EQUIPMENT WEIGHT WD DIMENSIONS: LENGTH L WIDTH B HEIGHT H EQUIPMENT ELEVATION z ROOF ELEVATION h SEISMIC CRITERIA SEISMIC DESIGN CATEGORY SPECTRAL ACCELERATION, SHORT PERIOD SD5 IMPORTANCE FACTOR lp COMPONENT AMPLIFICATION FACTOR aD COMPONENT RESPONSE MODIF. FACTOR RD 2200 49 42 81 0 0 D 0.799 1.0 1.0 2.5 Ibs in in in ft ft Design Seismic Load per 2006 International Building Code and ASCE 7-05 Design Lateral Force: (13.3-1) LRFD r_ 0.4aEsSL_(1+2(2/h))Wp = 281 Ibs Lower Limit: (13.3-2) Upper Limit: (13.3-3) Therefore,Fp= 527 0.3*sDSipwp 1.6*sDSipwp Ibs (LRFD) =0.24Wp (1.0E) 527 2812 Ibs Ibs Design Wind Load on Others Structures per ASCE 7-05 F=qzGC,Af (6-27) qz= .00256 Kz Kzl Kd V2 I (6-15) Ht. z at the centroid of area Af = 0.5 ft Exp = C Exposure coefficient Kz = 0.85 Topography factor Kzt = 1.00 Directionality factor Kd = 0.85 Wind Speed V = 85 mph Importance factor lw = 1.00 qz = 13.36 psf Gust Effect factor G = 0.85 Force coeff Cf = 1.4 Design wind pressure, F/Af = 16.0 psf Max Wind Load = 16 x 81 x 49 /144 = 1.6W= 706 Ibs ELEMENT ANCHORAGE ASD OVERTURNING: OM= FD.H/2 = 2381 Ib-ft RM = (0.9-0.2SDS)*Wp.B/2 = 2850 Ib-ft NET M = OM-RM = < 0 Ib-ft Therefore T = 0 Ibs SHEAR: No. of bolts = 4 V= FD / No. of bolts = 176 Ibs USE: 6.5.6.6, T-6-3 for MWFR 6.5.7.2 Table 6-4 Table 6-1 6.5.8 Figure 6-21 through 6-23 441 Ibs Wind Load Governs ! 1605.2.1 Eq 16-6 or 16-7 & t^ fc' User application PROFIS Anchor 1.11.20 Company: Dunn Savoie Inc.j Sheet 1 of 5 Specifier Structural Engineers ; Project. Address 908 S. Cleveland St.! Contract No.: Phone/Fax: 760-966-6355 / 760-966-6360 Respond ble: http://vwvw.ushilti.com/E-Mail: dsi(S^urfdsi.com Location/Date: - / 4/7/2009 Specifier's comments: Anchor type and size: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Base material: Reinforcement Anchor Kwik Bolt - Tensile Zone (KB-TZ)-3/8 (2) he(=2.00in. Cartoon Steel design method: ACI 318 / AC 193 eb = 0.00 in. (no stand-off); t = 0.25 in. CUSTOM; f* = 36000 psi; lx x lv x t = 7.88 x 7.88 x 0.25 in. cracted concrete 2500, fc' = 2500 psi; h = 6.00 in. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry Jin.} plan view Op CM O O CM 'v y 1 24.00 24.00 ^ section A m 001en 1 section A u —o nr\ 1nef /.uu-| — section B ri lx = 7.88 ri ly = 7.88 X y h = 6.00 Loading Governing loads [Ib, in.-lb]Governing loads[Ib, in.-lb] V,,= 18-0 M- = 0 N V, Vy Mx M,, M7 92 180 180 0 0 0 Eccentridty (structural section) [in.] ey = 0.00; ev = 0.00 Seismic loads (cracted concrete assumed; categories C, D, E, orF): yes V,= 130 tvU= 3 Input data and results must be checked (oragreement with the existing conditions and (or plausibility! PROFIS Anchor (c )2003 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan F^TPi User application PROFIS Anchor 1.11 TT1JBJ .20 http://vww.us hi Iti .com/ Company: Dunn Savoie Inc. Specifier. Structural Engineers Address:908 S. Cleveland St. Phone/Fax: 760-966-6355 / 760-966-6360 E-Mail: dsi@urfdsi.com Sheet 2 of 5 Project: Contract No.: Responsible: Location/Date: - / 4/7/2009 Load case (governing): Anchor reactions [Ib] Tension force: (+Tension -Pressure) Anchor Tension force Sh 1 92 ear force 255 max. concrete compressive strain [%0]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force [Ib]: 92 resulting compression force [Ib]: 0 Tension load Proof Steel failure Pull -out failure Concrete cone failure Steel failure Nsa[lb] 6487 Pull-out failure NRk.P[lb] 2270 Tension Design values [I b] Load Nua 92 92 92 *0.750 (V/2500)05 1.000 Strength <|>Nn 3649 1107 1172 Uti I izati on p N [%] = Nua/(|)Nn Status 3 OK 8 OK 8 OK <t>se smic 0.750 ^[Ib] r4[lb] 3649 92 4> 0.650 4,seismjc 4,^[lb] r4[lb] 0.750 1107 92 Concrete cone failure A^in2] 36.00 Ved.N 1.000 Nb[lb] 2404 ANCO in2] 36.00 M'ec2,N 1.000 «t> 0.650 c[in.] 24.00 M'ed.N 1.000 <l>seismic 0.750 CaJin.] 4.00 Vcp.N kcr 1.000 17 <i>NCbg[lb] Nua[lb] 1172 92 Shear load Proof Steel failure Pryout failure Concrete edge failure in direct! on y+ Deg'gn values [I b] Load VU3 254 254 254 Strength <|)Vn 1246 1262 2068 Utilization pv [%] = VuaA|,Vn Status 20 OK 20 OK 12 OK nput data and results must be checked (or agreement with the esdsting conditions and for plausibility! PROFIS Anchor (c )2003 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan £>!) cais User application PROFIS Anchor 1.11 ^™^* Company: [Dunn Savoie Inc. Sheet 3 of 5 JHLJ Spedfier Structural Engineers Project: Address 908 S. Cleveland St. Contract No.: .20 Phone/Fax: 760-966-6355 / 760-966-6360 Responsible: http://vwwv.uahilti.com/ E-Mail: da@urfda.com Location/Date: -/ 4/7/2009 Steel failure V..[lb] 2555 + 0.650 Tseismic 0.750 <t>Vsa[lb] 1246 Pryout failure ANcpn2] 36.00 M'ed.N 1.000 Nb[lb] 2404 AtUin2] 36.00 l!'ec2,N 1.000 *0.700 c[in.] 24.00 Ved.N 1.000 <t>seismic 0.750 kcp 1.000 VCP.N 1.000 <l>Vcp[lb] 1262 V'allb] 254 K, 17 VHatlb] 254 Concrete edge failure in direction y+ l[in.] 0.75 M'ed.V 1.000 Vb[lb] 15757 d0[in.] 0.38 >'o.V 1.000 *0.700 c,[in.] 16.00 Vec.V 1.000 Tseismic 0.750 A/Jin2] 288.00 Vc.V 1.000 *Vcbg[lb] 2068 AVCO in2] 1152.00 VJIb] 254 Combined tension and shear loads pN = Nu/<j>Nn pv=Vu/<|>Vn 0.083 0.204 c, Utilization pNV [%] Status 5/3 9 OK Allowable Stress Design (Refer. ICC-ESR) single anchor relevant (tension)single anchor relevant (shear) Reference for load ACI318 Section D.4.4 ACI318 Section 0.4.5 Tena'on [Ib] including seismic 1006 922 excluding seismic - - Shear [I b] including seismic 1132 1038 excluding seismic - - "\allow,ASD r\d ' a T/Ta||owASD + V/Va||owASD <= 1.2 Proof of the transmission of the anchor loads to the supports Transmission of the anchor loadsinto the concrete Checking the transfer of loadsinto the base material is required in accordance with ACI 318! Shear resistance of base material Shear reastance of the base material must be checked according to relevant approval or standard! Input data and results must be checked for agreement with the existing conditions and for piausibitity! PROFIS Anchor (c ) 2003 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan User application PROFIS Anchor 1.11.20 Company: Dunn Savoie Inc. Specifier Structural Engineers Address 908 S. Cleveland St. Phone/Fax: 760-966-6355 / 760-966-6360 Sheet 4 of 5 Project: Contract No.: Responsible: http://vwwv.ushilti.com/E-Mail: d3@3jrfdsi.com Location/Date: -/4/7/2009 Warnings Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs IBC 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the dea'gn strength of anchors specified in ACI 318-D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. Fastening meets the design criteria! Inpul data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 20D3 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hi Iti AG. Schaan User application PROFIS Anchor 1.11.20 Company: Dunn Savoie Inc. Specifier Structural Engineers Address 908 S. Cleveland St. Phone/Fax: 760-966-6355 / 760-966-6360 Sheet 5 of 5 Project: Contract No.: Responsible: http://www.ushilti.com/E-Mail: d9'(5£urfdsi.com Location/Date: - / 4/7/2009 Anchorplate, steel: CUSTOM; f^ = 36000 psi Section type: - no profile (0.00 x 0.00 x 0.00) Hole diameter df = 0.44 in. Recommended plate thickness: not calculated 3.940 3.940 3.940 3.940 Anchorplate [in.] Coordinates Anchor [in.] Anchor x 1 0.00 0.00 -3.94 3.94 3.94 3.94 3.94- -3.94 -3.94 -3.94 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c } 2003 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan • 1)( • • %I ... Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760)966-6355 Fax: (760) 966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE Cricket Palomar o\ Y.S. JOB* OF DATE DATE 09126.02 4/09 FENCE WALL & FOUNDATION DESIGN -EXISTING METAL ROLL-UP DOOR EXISITING WOOD TRELLIS EXISITING CON COLUMN -EXISTING "ROPE" TEXTURE CONCRETE WALL EXISTING DOOR PROPOSED (2) FUEL CELLS AND (1) HYDROGEN STORAGE MODULE FOR CRICKET COMMUNICATIONS INSIDE A PROPOSED "FLUTED" CONCRETE BLOCK ENCLOSURE PAINTED TO MATCH ADJACENT WALL (171 S.F.) WEST ELEVATION SCALE: W-T-0" EXISTING BUILDING PROPOSED (2) FUEL CELLS AND (1) HYDROGEN STORAGE MODULE FOR CRICKET COMMUNICATIONS INSIDE A PROPOSED "FLUTED" CONCRETE BLOCK ENCLOSURE PAINTED TO MATCH ADJACENT WALL (171 S.F.) EXISITING WOOD TRELLIS NEW 3'-0" CORRUGATED STEEL GATE PAINTED TO MATCH WALL SOUTH ELEVATION SCALE: IVB-. WALL & REINFORCING UJo _JD_GO D_5 "CD CN A :D \ : / \\y T- \ID SLAB ' "ORCING , FOOTING / (5 CONT. TOP ' / f ; • ; • '' 1 f <% / • • /' ^ X / / SPECIAL INSPECTION SOLID GROUTED ' / — #4 @ 16" O.C. HORIZ ,/ CENTERED IN WALL t , /— #4 @ 16" o.C. VERT. '-/ CENTERED IN WALL : , — R" "FiiiTFn" rnwrRFTF '/ BLOCK WALL PAINT TC ' MATCH ADJACENT WALL 1 — 6" THICK 2500 PSI CC / SLAB WITH #5 REINFOF / BARS AT 18" O.C. EAC / CENTERED IN PAD / ™™^t ^. „ •>" v *3 ^ £ • •*•'"•>• *.' #„ 3 "* 4 I \- ^ '' <•*''•" f *~l=n^ / 2'-0" ^— 1— CONCRE / L /CHOWM COMPACTED SAND BASE COMPACTED EARTH & BOTTOM #4 DOWEL WITH 90' HOOK CENTERED IN WALL. SPACING TO MATCH VERTICAL REINFORCING CONCRETE BLOCK WALL Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB SHEET NO.OF CALCULATED BY DATE CHECKED BY DATE SCALE CMU FENCE WALL DESIGN DESIGN CRITERIA CMU WALL THICKNESS CMU WALL UNIT WEIGHT CMU WALL HEIGHT SEISMIC CRITERIA t Y H 8 120 7.33 in pcf ft SEISMIC DESIGN CATEGORY SPECTRAL ACC., SHORT PERIOD IMPORTANCE FACTOR D 0.799 1.0 The weight of the fence wall is Wp = (8/12) x 120 x 7.33 = 586 plf per 2006 International Building Code and ASCE 7-05, 12.11.1 LRFD ASD Fp= 0.4*SDSlpwp = 187.4 # = 133.9 # >0.1*wp = 58.6 # = 41.9 # The concentrated force applied at the mid-height (centroid) of the fence wall is Fp= 187.4 # (LRFD) 0.7Fp= 133.9 # (ASD) The equivalent uniform seismic force is plf (LRFD)fp= 25.6 0.7fp= 18.3 plf (ASD) Dunn Savoie, Inc. Structural Engineers 908 S. Cleveland Street Oceanside, CA 92054 Phone: (760) 966-6355 Title: Dsgnr: Description : Job# Date: 2:20PM, 7 APR 09 Scope : Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev 580021User: KW-0602938, Ver 5.8.0, 1-Nov-2006 (c)1983-2006 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 CRICKET 09126.01 AND 09126,02.ECW:09126.02 Description Fence Wall and Footing @ 09126.02 Carlsbad Criteria Retained Height ~ 0.25ft Wall height above soil = 7.08 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00pcf Wind on Stem = 0.0 psf Soil Data Allow Soil Bearing = 1,995.0 psf Equivalent Fluid Pressure Method Footing Strengths & Dimensions \ -mBBfirW'l ni'I'HJII' . i.. HI'..I.HI,,.!',Ill n.I. ........mi,-.,,,.,,, , r^,——, ,, , ,. ,.„,„,.,,...... I Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing||Soil Friction Soil height to ignore for passive pressure 35.0 psf/ft 0.0 psf/ft 250.0 psf/ft 0.0 ft = 0.300 = 0.00 in fc = 2,500 psi Fy = Min. As % = Toe Width = Heel Width = Total Footing Width = Footing Thickness = ^Wid!hh = ^ °e?th f T =Key Distance from Toe = Cover® Top = 3. 00 in 60,000 psi 0.0014 000ft 300 24.00 in °'°°in °'°°'n0.00 ft Btm.= 3.00 in Lateral Load Applied to Stem '; Design Summary * Total Bearing Load = 1,589 Ibs ...resultant ecc. = 10.51 in Soil Pressure @ Toe = 1,697 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,995 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,296 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 4.7 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.20 OK Sliding = N/A Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 222.7 Ibs Footing Design Results f" Toe Heel Factored Pressure = 2,296 0 p Mu' : Upward = 0 0 fl Mu' : Downward = 0 1 ,645 f Mu: Design = 0 1,645ft Actual 1 -Way Shear = 0.00 4.72 p Allow 1 -Way Shear = 0.00 85.00 p Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Lateral Load = 18.3#/ft ...Height to Top = 7.33ft ...Height to Bottom = 0.00ft Stem Construction ll T°P stem Design height ft = Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = fb/FB + fa/Fa Total Force @ Section Ibs = Moment.. ..Actual ft-# = Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' in = Stem OK 0.00 Masonry 8.00 # 4 16.00 Center 0.490 135.2 491.7 1,003.0 3.3 38.7 24.00 6.00 78.0 3.81 fm psi= 1,500 Fs psi= 24,000 Solid Grouting = Yes Special Inspection = Yes Modular Ratio 'n' = 21.48 Short Term Factor = 1.000 sf Equiv. Solid Thick. in= 7.60 -# Masonry Block Type = Medium Weight .# fc psi = si Fy psi = si Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Dunn Savoie, Inc. Structural Engineers 908 S. Cleveland Street Oceanside, CA 92054 Phone: (760) 966-6355 Title : Dsgnr: Description : Job# Date: 2:20PM, 7 APR 09 Scope : Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580021User: KW-0602938, Ver 5.8 0,1-Nov-2006(0)1963-2006 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 CRICKET 09126.01 AND 09126,02.ECW:09126.02 Description Fence Wall and Footing @ 09126.02 Carlsbad [Summary of Overturning & Resisting Forces & Moments OVERTURNINGForce Distance Moment Item Ibs ft ft-# Heel Active Pressure = 88.6 0.75 66.4 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 134.1 5.67 759.9 Load @ Stem Above Soil = SeismicLoad = Total = 222.7 O.T.M. = 826.3 Resisting/Overturning Ratio = 2.20 Vertical Loads used for So;! Pressure = 1 ,589.4 Ibs Vertical component of active pressure used for soil pressure Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) Earth @ Stem Transitions= Footing Weight = Key Weight Vert. Component = Total = RESISTINGForce Distance Ibs ft 64.2 571.7 900.0 53.5 1,589.4 1.83 0.00 0.33 1.50 3.00 Ibs R.M.= Moment ft-# 117.6 190.6 1,350.0 160.6 1,818.8 Sliding Restraint 8.00005in Mas w/#4 @ 16.in o/c Solid Grout, Spc Insp #0@0.in @Heel Designer select all horiz. reinf. r-r 7-4" 3-0" 3'-0" Sliding Restraint 88.594# 1697.psf CONSULTANT TEAM ARCHITECT: WILLIAM BOOTH ARCHITECT 325 CARLSBAD VILLAGE DRIVE, SUITE 02 CARLSBAD, CA 92008 (760) 434-8474 (760) 434-8596 (FAX) ELECTRICAL CONSULTANT: WALTER D. CAMP, ELECTRICAL ENGINEER, PE 8211 STATION VILLAGE LANE #1202 SAN DIEGO, CA 92108 (858) 344-3466 STRUCTURAL CONSULTANT: DUNN SAVOIE, INC 908 SOUTH CLEVELAND STREET OCEANSIDE. CA 92054 (760) 966-6355 FIRE PROTECTION NOTES 1. ALL FUEL CELL * STORAGE EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS AND IN ACCORDANCE WITH 2007, CALIFORNIA FIRE •f MDt-CHAHm^7^0^t-35^4NO^Ofl3^NFJ?AlSTANDARDS 54, }! (55T70, 853 * 50A -~^~^~^ -i 2. SEE SHEET T-1.2 FOR CFC CODE REFERENCES FOR HYDROGENFUEL CELLS 3. ALL APPLICABLE CAUTION/WARNING/DANGER LABELS SHALL BEAFFIXED TO THE UNITS.-HXD8OGJIN STORAGE MODULE SHALL BEMARKED 'COMPRESSED(FLAMMABLE)GAS'/ jV—^—^—•^--•"—'^ 4. THIS BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM 5. THIS BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM 6. IF REQUIRED, PLANS AND SPECIFICATIONS FOR THE MODIFICATIONOF THE FIRE SPRINKLER SYSTEM SHALL BE PREPARED BY A C-16 LICENSED FIRE PROTECTION CONTRACTOR AND SHALL BE SUBMITTED AND APPROVED BY THE CITY OF CARLSBAD FIRE DEPARTMENT PRIOR TO BEGINNING WORK 7. l^ALL-^-HOUS&JN ADVANCE FOR ALL INSPECTIONS("(760) 602-4660) ^~-V_yv—s^^_s^—s ^ 8. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE MAINTAINED IN ACCORDANCE WITH CFC CHAPTER 14 SPECIAL INSPECTIONS 1. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK AND ALL FIELD REPORTS FOR WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION PRIOR TO FINAL APPROVAL FOR OCCUPANCY 2. CONCRETE ANCHORS AT EQUIPMENT. SEE DETAIL "1/D1" 3. MASONRY ANCHORS AT NEW CONCRETE BLOCK WALL. SEE DETAILS "7/D2" & "8/02" 4. THERE IS NO FIELD WELDING OR HIGH STRENGTH BOLTING PROPOSED FOR THIS PROJECT 5. WELDING DONE IN A CITY OF CARLSBAD APPROVED FABRICATION SHOP NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIAL INSPECTION. THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SEC. 1701.7. SPECIAL INSPECTION IS REQUIRED FOR WELDS DONE IN A SHOP WHICH IS NOT AN APPROVED FABRICATOR. AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SUBMITTED TO AND BE APPROVED BY INSPECTION SERVICES PRIOR TO BEGINNING WORK. SEE GATE DETAILS SHEET D-2 6. ALL OTHER BUILDING COMPONENTS THAT WOULD REQUIRE SPECIAL INSPECTION ARE EXISTING cnc OUTDOOR FUEL CELL INSTALLATION NEXTG NETWORKS HUB BSH-1, PALOMAR AIRPORT 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92009 VICINITY MAP THOMAS GUIDE PAGE: 1127, E-4 N ADDRESS: 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92009 OPERATIONS NOTES CRICKET COMMUNICATIONS SHALL KEEP THE LEASE AREA AND ALL EQUIPMENT IN GOOD REPAIR, MAINTENANCE AND APPEARANCE IF THE USE OF THE COMMUNICATION EQUIPMENT IS DISCONTINUED. THE COMMUNICATIONS FACILITY AND ALL RELATED EQUIPMENT SHALL BE COMPLETELY REMOVED FROM THE SUBJECT PROPERTY WITHIN SIX (6) MONTHS OF THE DISCONTINUANCE CRICKET COMMUNICATIONS SHALL POST A SIGN ADJACENT TO THE ACCESS GATE TO THE STORAGE AREA THAT READS: NOTICE: TESTING 4 MAINTENANCE HOURS ARE LIMITED TO 8:OOAM - 5:OOPM MONDAY THROUGH FRIDAY (EMERGENCIES EXCEPTED) 24 HOUR EMERGENCY CONTACT: (866) 688-6058 CRICKET COMMUNICATIONS SHALL POST TWO SIGNS IN CONSPICUOUS LOCATIONS INSIDE THE FENCED ENCLOSURE THAT READ: THIS AREA TO BE KEPT CLEAR OF STORAGE AND DEBRIS AT ALL TIMES" CRICKET COMMUNICATIONS SHALL POST "NO SMOKING" SIGNS AS REQUIRED BY 2007 CALIFORNIA FIRE CODE. SEE SHEET T-1.2, CHAPTER 27, NOTE 12 AND CHAPTER 35, NOTE 2 PROJECT SUMMARY APPLICANT: CRICKET COMMUNICATIONS 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 CONTACT: GEORGE MICE (858) 926-8665 OWNER: 2270 CAMINO VIDA ROBLES LLC 2270 CAMINO VIDA ROBLE, SUITE J CARLSBAD, CA 92009 (760) 476-2000 CONTACT: TRAVIS BURLESON PROJECT DESCRIPTION: • INSTALL (2) TWO PLUG POWER (PGM) HYDROGEN FUEL CELLS & (1) ONE HYDROGEN STORAGE MODULE (HSM) ON A PROPOSED CONCRETE SLAB INSIDE A PROPOSED CONCRETE BLOCK EQUIPMENT ENCLOSURE. YHIS INSTALLATION WILL PROVIDE BACK-UK-48VJLOW VOUAGE POWER FOR AN EXISTING CRICKET COMMUNICATIONS DATA HUB (SUITE I) • MAXIMUM HYDROGEN STORAGE 3000 CU. FT. LEGAL DESCRIPTION: LOT 1 OF CARLSBAD TRACT #81-38 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF * 10449, FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. AUGUST 3, 1983. PROJECT ADDRESS:2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92009 ASSESSORS PARCEL NUMBER: 213-050-47 EXISTING ZONING: TOTAL SITE AREA: PROPOSED PROJECT AREA: TOTAL BUILDING AREA: TYPE OF CONSTRUCTION: EXISTING OCCUPANCY: PROPOSED OCCUPANCY P-M PLANNED INDUSTRIAL 276,170.4 SO. FT. (6.34 ACRES) 165 SO. FT. 102.795 SO. FT. TYPE V-B (SPRINKLERED) NONE (OUTDOOR EQUIPMENT ONLY) ACCESSIBILITY DISCLAIMER THIS PROJECT IS AN UNOCCUPIED WIRELESS TELECOMMUNICATIONS FACILITY AND IS EXEMPT FROM DISABLED ACCESSIBILITY REQUIREMENTS PER IBC 1103.2.9 (EQUIPMENT SPACES) CONSTRUCTION NOTES THE APPLICANT SHALL PATCH, RE-SLURRY AND RE-STRIPE ANY AREAS OF THE PARKING LOT DISTURBED DURING CONSTRUCTION OF THIS FACILITY. ANY OTHER EXISTING HARDSCAPE AREAS DISTURBED BY PROJECT CONSTRUCTION SHALL ALSO BE REPAIRED AND/OR REPLACED PRIOR TO FINAL INSPECTION SIGN-OFF. THE PROJECT MUST COMPLY WITH THE CITY OF CARLSBAD'S CONSTRUCTION AND DEMOLITION REGULATIONS REGARDING RECYCLING OF CONSTRUCTION MATERIALS LANDSCAPE REPAIR THE APPLICANT SHALL RE-MULCH AND RESTORE ADJACENT EXISTING PLANTER AREAS WITH NEW VEGETATION AS NEEDED FOR 100* COVERAGE WHERE DISTURBED BY NEW CONSTRUCTION. ANY IRRIGATION SYSTEMS DISTURBED DURING PROJECT CONSTRUCTION SHALL ALSO BE REPAIRED AS NEEDED TO PROVIDE 100X COVERAGE. SHEET SCHEDULE T-1 TITLE SHEET & PROJECT DATA T-1.1 NOTES & SPECIFICATIONS T-1.2 2007 CFC CODE REFERENCES A-0 SITE PLAN A-1 FUEL CELL EQUIPMENT EQUIPMENT PLAN A-2 EXTERIOR ELEVATIONS D-1 DETAILS D-2 DETAILS E-1 ELECTRICAL SPECIFICATIONS E —2 ELECTRICAL PLAN E-3 POWER, LIGHTING & GROUNDING PLANS E-4 ELECTRICAL DETAILS E-5 ELECTRICAL DETAILS APPLICABLE CODES^STANpARDS^ ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: CALIFORNIA STATE BUILDING CODE, TITLE 24, 2007 EDITION CALIFORNIA ELECTRICAL CODE, 2007 EDITION CALIFORNIA PLUMBING CODE, 2007 EDITION CALIFORNIA MECHANICAL CODE, 2007 EDITION , CALIFORNIA FIRE CODE, 2007 EDITION CNFPA STANDARDS: ( 54 - NATIONAL FUEL GAS CODE 55 - STANDARD FOR STORAGE, USE AND HANDLING OF ( COMPRESSED GASES ( 70 - NATIONAL ELECTRIC CODE ( 853 - STANDARD FOR INSTALLATION OF STATIONARY FUEL CELL ( POWER SYSTEMS ( ( IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE OR ? STANDARD SHALL PREVAIL SCALE THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY WHEN THESE DRAWINGS ARE PRINTED IN AN 11" x 17" FORMAT •cricet 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 II MM H IOOTH. (UCKITtCT HO KM J. 5IMMZ. rfhCHITCCT TO. IOX 4451. C4KLS DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew)04/07/09 PLANCHECK SUBMITTAL (rew)04/07/09 BID SET (rew)05/19/09 1 PLANCHECK CORRECTIONS (rew)05/19/09 PERMIT S&f©w) IT TITLE. i>C- PROJECT DATA PROJECT5\crlek.t\BSI»cd\BSH-6cTl.DWC GENERAL SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS, AS WELL AS WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS AND SHALL CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY CRICKET COMMUNICATIONS CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 4. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 5. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. NOTED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 6. CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY DIRECTED BY THE CRICKET COMMUNICATIONS CONSTRUCTION MANAGER, DO NOT FABRICATE ANY MATERIALS OR BEGIN ANY CONSTRUCTION UNTIL DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 7. THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT (PLANS, DETAILS, CALCULATIONS & NOTES) WERE DEVELOPED USING ARCHIVE RECORDS AVAILABLE AT THE LOCAL JURISDICTION, EXISTING CONSTRUCTION DRAWINGS PROVIDED BY CRICKET COMMUNICATIONS AND/OR THE PROPERTY OWNER, AND THROUGH THE ARCHITECT'S ASSESSMENT OF ACCESSIBLE AND VISIBLE BUILDING COMPONENTS. IN MOST CASES, NO INVESTIGATION THAT REQUIRED DESTRUCTIVE WORK TO VERIFY AS-BUILT CONDITIONS WAS COMPLETED. THE ACCURACY AND APPLICABILITY OF PLANS, DETAILS, CALCULATIONS AND NOTES IS LIMITED TO THE ACCURACY OF THE AVAILABLE INFORMATION USED TO DEVELOP THEM. 8. CONTRACTOR SHALL NOTIFY THE CRICKET COMMUNICATIONS CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 9. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CRICKET COMMUNICATIONS CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 10. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & POWER CONNECTIONS, EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE REQUIREMENTS, INSTALLATION REQUIREMENTS AND LATEST REVISIONS WITH CRICKET COMMUNICATIONS CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH EQUIPMENT MANUFACTURERS & INSTALLERS. 11. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE CRICKET COMMUMCATONS CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO CRICKET COMMUNICATIONS 13. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE SITE AND SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY By NATURE. USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CRICKET COMMUNICATIONS IS STRICTLY PROHIBITED. 14. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W. HIGGINS ROAD. SUITE 600 ROSEMONT, IL 60018 SMACCNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHANTILLY, VA 20151-1209 IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROAD ST. PAUL, MN 55114-1406 15. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY NOTED TO THE CONTRARY, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 16. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMS REQUIRING THE SAME. 17. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 18. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNER'S AND CRICKET COMMUNICATIONS PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO EXPOSURE TO WEATHER CONDITIONS. ANY DAMAGE TO NEW AND EXISTING FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF CRICKET COMMUNCATIONS, AND THE PROPERTY OWNER, OR THE OWNER'S REPRESENTATIVE, AT THE SOLE EXPENSE OF THE CONTRACTOR. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY CRICKET COMMUNICATIONS UNDER THIS CONTRACT. 20. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, INCLUDING ON-SITE LATERALS OR TO CONTACT AN OUTSIDE AGENCY TO LOCATE ALL EXISTING UTILITIES. WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY CRICKET COMMUNICATIONS 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, CRICKET COMMUNICATIONS, AND THE CITY OR GOVERNING AGENCY. 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS AND ALL APPLICABLE CHANGE ORDERS AND FIELD SKETCHES PERTAINING TO THIS PROJECT SHALL BE KEPT ON-SITE IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, FIELD SKETCHES AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE COMPLETED PROJECT. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY AND APPROVED BY CRICKET COMMUNICATIONS. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE CRICKET COMMUNICATIONS CONSTRUCTION MANAGER. 25. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT COMPLETION OF WORK. 25 THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTMTr. 27. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. 28 SEAL ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES WITH U.L LISTED OR FIRE MARSHAL APPROVED MATERIALS OF THE APPROPRIATE RATING FOR THE ASSEMBLY WHERE PENETRATIONS OCCUR. 29. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION. 30. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER CEC ARTICLES 250 AND 810.21. 31. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. 32. UPON COMPLETION OF CONSTRUCTION, CRICKET COMMUNICATIONS CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY CRICKET COMMUNICATIONS. GAS SUPPLY AND PLUMBING COMPONENT STANDARDS Hydrogen Gas Supply Hydrogen Piping Hydrogen Vent Systems Hydrogen Valve Inlet Fittings ICC International Fuel Gas Code - Chapter 7 NFPA 55 n (pi) certification ANSIASMEB31.3 CGA 5.4 CGA 5.5 ANSI B57-1977 SFS 2293 BS341-4 CGA-350 CSB96-1977 DIN 477-1 SMS 2238 MIE-AP7 NEN 3268 Gaseous Hydrogen Systems Standard for Gaseous Hydrogen Systems at Consumer Sites Hydrogen cylinders must be n (pi) certified if used in Europe Standard for Pressure Vessels and Pressure Piping Standard for ASNI AMSE B313 Standard for Pressure Relief, 2004 edition Compressed Gas Cylinder Valve Outlet and Inlet Connections Storage and Utilization of Hydrogen, Methane and Ethene British Standard Cylinder Valve Outlets and Connections Compressed Gas Association Standards Council of Canada German Standard Cylinder Valve Outlets and Connections Swedish Standards Institute Spanish Instruccibn Tecnica Complementaria MIE-AP7 Netherlands Standards Institute cricl/et 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 i4RCHIT€CTUR€ il PL/HinmG DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew) 05/19/09 i PLANCHECK CORRECTIONS (rew 05/19/09 PERMIT SET (rew) SHEET TITLE NOTES & SPECIFICATIONS T-1.1 PROJECTS\crlck«t\BSH-3cd\BSH-3cT1 -1 .DWG 2007 CFG CODE REFERENCES FOR HYDROGEN FUEL CELLS I. GENERAL I. THE SECTIONS SHOWN ON THIS SHEET ARE NOTES DEVELOPED FROM AND EXCERPTS FROM THE 2007 CALIFORNIA FIRE CODE. THESE NOTES HAVE BEEN IDENTIFIED AS RELEVANT AND APPLICABLE TO THE INSTALLATION, OPERATION AND MAINTENANCE OF HYDROGEN FUEL CELLS THAT DO NOT EXCEED THE 3000 CU. FT. ALLOWABLE STORAGE VOLUMES FOR FLAMMABLE GAS DESCRIBED IN 2007 CFC TABLE 2703.1.1(3). AND EACH NOTE IS REFERENCED TO THE CODE CHAPTER, SECTION AND PARAGRAPH ON WHICH IT IS BASED. II. CFC CHAPTER 27: HAZARDOUS MATERIALS 1. CYLINDERS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH APPROVED STANDARDS. CYLINDERS USED FOR CONTAINMENT OF HAZARDOUS MATERIALS SHALL BE OF AN APPROVED TYPE. (CFC 2703.2.1) 2. PIPING, TUBING, VALVES AND FITTINGS CONVEYING HAZARDOUS MATERIALS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH APPROVED STANDARDS AS FOLLOWS: (CFC 2703.2.2) A. PIPING, TUBING, VALUES, FITTINGS AND RELATED COMPONENTS SHALL BE DESIGNED AND FABRICATED FROM MATERIALS THAT ARE COMPATIBLE WITH THE MATERIAL TO BE CONTAINED AND SHALL BE OF ADEQUATE STRENGTH AND DURABILITY TO WITHSTAND THE PRESSURE. STRUCTURAL AND SEISMIC STRESS AND EXPOSURE TO WHICH THEY ARE SUBJECT B. PIPING AND TUBING SHALL BE IDENTIFIED IN ACCORDANCE WITH ASME A13.1 TO INDICATE THE MATERIAL CONVEYED C. READILY ACCESSIBLE MANUAL VALVES OR AUTOMATIC REMOTELY ACTIVATED FAIL-SAFE EMERGENCY SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AND TUBING AT THE POINT OF USE & THE TANK, CYLINDER OR BULK SOURCE D. MANUAL EMERGENCY SHUTOFF VALVES AND CONTROLS FOR REMOTELY ACTIVATED EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND THE LOCATION SHALL BE CLEARLY VISABLE, ACCESSIBLE AND INDICATED BY MEANS OF A SIGN E. BACKFLOW PREVENTION OF CHECK VALVES SHALL BE PROVIDED WHEN THE BACKFLOW OF HAZARDOUS MATERIALS COULD CREATE A HAZARDOUS CONDITION OR CAUSE THE UNAUTHORIZED DISCHARGE OF HAZARDOUS MATERIALS F. WHERE GASES HAVING A HAZARD RANKING OF FLAMMABILJTY CLASS 4 (HYDROGEN) IN ACCORDANCE WITH NFPA 704 ARE CARRIED IN PRESSURIZED PIPING ABOVE 15 POUNDS PER SQUARE INCH GAUGE (psig) (103 kPa), AN APPROVED MEANS OF LEAK DETECTION AND EMERGENCY SHUTOFF OR EXCESS FLOW CONTROL SHALL BE PROVIDED. WHERE THE PIPING ORIGINATES FROM A BULK SOURCE, THE EXCESS FLOW CONTOL SHALL BE LOCATED AS CLOSE TO THE BULK SOURCE AS PRACTICAL EXCEPTIONS: PIPING FOR INLET CONNECTIONS DESIGNED TO PREVENT BACKFLOW PIPING FOR PRESSURE RELIEF DEVICES 3. EQUIPMENT. MACHINERY AND REQUIRED DETECTION AND ALARM SYSTEMS ASSOCIATED WITH THE USE, STORAGE OR HANDLING OF HAZARDOUS MATERIALS SHALL BE LISTED OR APPROVED. (CFC 2703.2.3) 4. EMPTY CONTAINERS AND TANKS PREVIOUSLY USED FOR THE STORAGE OF HAZARDOUS MATERIALS SHALL BE FREE FROM RESIDUAL MATERIAL AND VAPOR AS DEFINED BY DOTn. THE RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) OR OTHER REGULATING AUTHORITY OR MAINTAINED AS SPECIFIED FOR THE STORAGE OF HAZARDOUS MATERIAL. (CFC 2703.2.5) 5. IN ADDITION TO THE REQUIREMENTS OF SECTION 2703.2.3 (NOTE 3 ABOVE), EQUIPMENT, MACHINERY, AND REQUIRED DETECTION AND ALARM SYSTEMS ASSOCIATED WITH HAZARDOUS MATERIALS SHALL BE MAINTAINED IN AN OPERABLE CONDITION. DEFECTIVE CYLINDERS SHALL BE REMOVED FROM SERVICE, REPAIRED OR DISPOSED OF IN AN APPROVED MANNER. DEFECTIVE EQUIPMENT OR MACHINERY SHALL BE REMOVED FROM SERVICE AND REPAIRED OR REPLACED. REQUIRED DETECTION AND ALARM SYSTEMS SHALL BE REPLACED OR REPAIRED WHERE DEFECTIVE. (CFC 2703.2.6) 6. DEFECTIVE CONTAINERS AND TANKS SHALL BE REMOVED FROM SERVICE, REPAIRED IN ACCORDANCE WITH APPROVED STANDARDS OR DISPOSED OF IN AN APPROVED MANNER. (CFC 2703.2.6.2) 7. MACHINERY AND EQUIPMENT UTILIZING HAZARDOUS MATERIALS SHALL BE BRACED AND ANCHORED IN ACCORDANCE WITH THE SEISMIC DESIGN REQUIREMENTS OF THE 2007 CALIFORNIA BUILDING CODE FOR THE SEISMIC DESIGN CATEGORY IN WHICH THE MACHINERY OR EQUIPMENT IS CLASSIFIED. (CFC 2703.2.8) 8. HAZARDOUS MATERIALS IN ANY QUANTITY SHALL NOT BE RELEASED INTO A SEWER, STORM DRAIN, DITCH, DRAINAGE CANAL, CREEK, STREAM, RIVER, LAKE OR TIDAL WATERWAY OR ON THE GROUND, SIDEWALK, STREET, HIGHWAY OR INTO THE ATMOSPHERE (CFC 2703.3) 9. MATERIAL SAFETY DATA SHEETS (MSDS) SHALL BE READILY AVAILABLE ON THE PREMISES FOR HAZARDOUS MATERIALS. (CFC 2703.4) 10. VISIBLE HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN NFPA 704 FOR THE SPECIFIC MATERIAL CONTAINED SHALL BE PLACED ON STATIONARY CONTAINERS AND AT ENTRANCES TO LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED, DISPENSED, USED OR HANDLED IN QUANTITIES REQUIRING A PERMIT AND AT SPECIFIC ENTRANCES AND LOCATIONS DESIGNATED BY THE FIRE CODE OFFICWL. (SEE DETAIL 3/D1) (CFC 2703.5) 11. INDIVIDUAL CONTAINERS, CARTONS OR PACKAGES SHALL BE CONSPICUOUSLY MARKED OR LABELED IN AN APPROVED MANNER. CABINETS CONTAINING COMPRESSED GASES SHALL BE CONSPICUOUSLY LABELED: COMPRESSED GAS. (CFC 2703.5.1) 12. SIGNS AND MARKINGS REQUIRED BY CFC SECTIONS 2703.5 (NOTE 9 ABOVE) AND 2703.5.1 (NOTE 10 ABOVE) SHALL NOT BE OBSCURED OR REMOVED, SHALL BE IN ENGLISH AS A PRIMARY LANGUAGE, SHALL BE DURABLE, AND THE SIZE, COLOR AND LETTERING SHALL BE APPROVED. (CFC 2703.6) 13. SMOKING SHALL BE PROHIBITED AND "NO SMOKING" SIGNS PROVIDED AS FOLLOWS: A. IN AREAS WHERE HAZARDOUS MATERIALS ARE STORED IN AMOUNTS REQUIRING A PERMIT IN ACCORDANCE WITH SECTION CFC 2701.5 B. WITHIN 25 FEET (7620 MM) OF OUTDOOR STORAGE AREAS. SIGNS REQUIRED BY THIS SECTION SHALL BE IN ENGLISH AS A PRIMARY LANGUAGE AND SHALL COMPLY WITH CFC SECTION 310. (CFC 2703.7.1) 14. STORAGE AND HANDLING AREAS SHALL BE SECURED AGAINST UNAUTHORIZED ENTRY AND SAFEGUARDED IN A MANNER APPROVED BY THE FIRE CODE OFFICIAL (CFC 2703.9.2) 15. OUTDOOR CONTROL AREAS FOR HAZARDOUS MATERIALS IN AMOUNTS NOT EXCEEDING 3000 CU. FT. FOR STORAGE PER OUTDOOR CONTROL AREA SHALL BE IN ACCORDANCE WITH THE FOLLOWING: (CFC 2703.12) A. OUTDOOR CONTROL AREA SHALL BE KEPT FREE FROM WEEDS, DEBRIS AND COMMON COMBUSTIBLE MATERIALS NOT NECESSARY TO THE STORAGE, THE AREA SURROUNDING AN OUTDOOR CONTROL AREA SHALL BE KEPT CLEAR OF SUCH MATERIALS FOR A MINIMUM OF 15 FEET (4572 MM). B. OUTDOOR CONTROL AREAS SHALL BE LOCATED NO CLOSER THAN 20 FEET (6096 MM) FROM A LOT LINE THAT CAN BE BUILT UPON, PUBLIC STREET, PUBLIC ALLEY OR PUBLIC WAY. III. CFC CHAPTER 30: COMPRESSED GASES 1. COMPRESSED GAS CYLINDERS SHALL BE DESIGNED, FABRICATED, TESTED, MARKED WITH THE SPECIFICATIONS OF MANUFACTURE AND MAINTAINED IN ACCORDANCE WITH REGULATIONS OF DOTn 49 CFR, PARTS 100-178 OR THE ASME BOILER AND PRESSURE VESSEL CODE, SECTION VIII. (CFC 3003.2) 2. PRESSURE RELIEF DEVICES SHALL BE PROVIDED TO PROTECT CYLINDERS CONTAINING COMPRESSED GASES FROM RUPTURE IN THE EVENT OF OVERPRESSURE. (CFC 3003.3.1) 3. PORTABLE COMPRESSED GAS CYLINDERS SHALL BE MARKED IN ACCORDANCE WITH CGA C-7 (CFC 3003.4.2) 4. AREAS USES FOR THE STORAGE OF COMPRESSED GAS CYLINDERS AND SYSTEMS SHALL BE SECURED AGAINST UNAUTHORIZED ENTRY AND SAFEGUARDED IN AN APPROVED MANNER. (CFC 3003.5.1) 5. COMPRESSED GAS CYLINDERS SHALL BE SECURED TO PREVENT FALLING CAUSED BY CONTACT. VIBRATION OR SEISMIC ACTIVITY. SECURING OF COMPRESSED GAS CYLINDERS SHALL BE WITHIN A CABINET DESIGNED FOR SUCH USE. (CFC 3003.5.3) 6. COMPRESSED GAS CYLINDERS DESIGNED FOR PROTECTIVE CAPS, COLLARS OR OTHER PROTECTIVE DEVICES SHALL HAVE THE CAPS OR DEVICES IN PLACE EXCEPT WHEN THE CYLINDERS ARE IN USE OR ARE BEING SERVICED OR FILLED. (CFC 3003.6.1) 7. COMPRESSED GAS CYLINDERS WHETHER FULL OR PARTIALLY FULL, SHALL NOT BE EXPOSED TO ARTIFICIALLY CREATED HIGH TEMPERATURES EXCEEDING 125'F (52'C) OR SUBAMBIENT (LOW) TEMPERATURES UNLESS DESIGNED FOR USE UNDER THE EXPOSED CONDITIONS. (CFC 3003.7.4) 8. COMPRESSED GAS CYLINDERS AND SYSTEMS SHALL NOT BE PLACED IN AREAS WHERE THEY ARE CAPABLE OF BEING DAMAGED BY FALLING OBJECTS. (CFC 3003.7.5.) 9. COMPRESSES GAS CYLINDERS AND SYSTEMS SHALL NOT BE EXPOSED TO CORROSIVE CHEMICALS OR FUMES WHICH COULD DAMAGE CONTAINERS, CYLINDERS VALVES OR VALVE-PROTECTIVE CAPS (CFC 3003.7.8) 10. ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH THE 2007 CALIFORNIA ELECTRICAL CODE. COMPRESSED GAS CYLINDERS AND SYSTEMS SHALL NOT BE LOCATED WHERE THEY COULD BECOME PART OF AN ELECTRICAL CIRCUIT. COMPRESSED GAS CYLINDERS AND SYSTEMS SHALL NOT BE USED FOR ELECTRICAL GROUNDING (CFC 3003.8) 11. SERVICE, REPAIR, MODIFICATION OR REMOVAL OF VALVES, PRESSURE-RELIEF DEVICES OR OTHER COMPRESSED GAS CYLINDER APPURTENANCES SHALL BE PERFORMED BY TRAINED PERSONNEL. (CFC 3003.9) 12. COMPRESSED GAS CYLINDERS AND SYSTEMS SHALL BE USED FOR ANY PURPOSE OTHER THAN TO SERVE AS A VESSEL FOR CONTAINING THE PRODUCT WHICH IT IS DESIGNED TO CONTAIN. (CFC 3003.10) 13 COMPRESSED GAS CYLINDERS WHICH HAVE BEEN EXPOSED TO FIRE SHALL BE REMOVED FROM SERVICE. CYLINDERS SO REMOVED SHALL BE HANDLED AY APPROVED QUALIFIED PERSONS. (CFC 3003.11) 14. LEAKING, DAMAGED OR CORRODED COMPRESSED GAS CYLINDERS SHALL BE REMOVED FROM SERVICE. LEAKING. DAMAGED OR CORRODED COMPRESSED GAS SYSTEMS SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE FOLLOWING: (CFC 3003.12) A. COMPRESSED GAS CYLINDERS WHICH HAVE BEEN REMOVED FROM SERVICE SHALL BE HANDLED IN AN APPROVED MANNER. B. COMPRESSED GAS SYSTEMS WHICH ARE DETERMINED TO BE LEAKING. DAMAGED ORCORRODED SHALL BE REPAIRED TO A SERVICEABLE CONDITION OR REMOVED FROM SERVICE. 15. EXCEPT WHERE EXTREME TEMPERATURES PREVAIL, COMPRESSED GAS CYLINDERS ARE ALLOWED TO BE STORED OR USED WITHOUT BEING PLACED UNDER OVERHEAD COVER. TO PREVENT BOTTOM CORROSION, CYLINDERS SHALL BE PROTECTED FROM DIRECT CONTACT WITH SOIL OR UNIMPROVED SURFACES. THE SURFACE OF THE AREA ON WHICH THE CYLINDERS ARE PLACED SHALL BE GRADED TO PREVENT ACCUMULATION OF WATER. (CFC 3003.13 AND 3003.14) 16. APPROVED LIGHTING BY NATURAL OR ARTIFICIAL MEANS SHALL BE PROVIDED. (CFC 3003.15) 17. ALL COMPRESSED GAS CYLINDERS CONTAINING NONLIQUEFIED GASES, SHALL BE STORED IN AN UPRIGHT POSITION WITH THE VALVE END UP. AN UPRIGHT POSITION SHALL INCLUDE CONDITIONS WHERE THE CYLINDER AXIS IS INCLINED AS MUCH AS 45 DEGREES (0.80 AD) FROM THE VERTICAL. (CFC 3004.1 & CFC 3005.6) 18. COMPRESSED GAS SYSTEMS SHALL BE SUITABLE FOR THE USE INTENDED AND SHALL BE DESIGNED BY PERSONS COMPETENT IN SUCH DESIGN. COMPRESSED GAS EQUIPMENT, MACHINERY AND PROCESSES SHALL BE LISTED OR APPROVED. (CFC 3005.1) 19. COMPRESSED GAS SYSTEMS CONTROLS SHALL BE DESIGNED TO PREVENT MATERIALS FROM ENTERING OR LEAVING PROCESS OR REACTION SYSTEMS AT OTHER THAN THE INTENDED TIME, RATE OR PATH. AUTOMATIC CONTROLS SHALL BE DESIGNED TO BE FAIL SAFE. (CFC 3005.2) 20. PIPING, INCLUDING TUBING, VALVES, FITTINGS AND PRESSURE REGULATORS, SHALL COMPLY WITH CFC SECTION 3005 AND CFC CHAPTER 27. PIPING, TUBING, PRESSURE REGULATORS, VALVES AND OTHER APPARATUS SHALL BE KEPT GAS TIGHT TO PREVENT LEAKAGE. (CFC 3005.3) 21. VALVES UTILIZED ON COMPRESSED GAS SYSTEMS SHALL BE SUITABLE FOR THE USE INTENDED AND SHALL BE ACCESSIBLE. VALVE HANDLES OR OPERATORS FOR REQUIRED SHUTOFF VALVES SHALL NOT BE REMOVED OR OTHERWISE ALTERED TO PREVENT ACCESS. (CFC 3005.4) 22. CYLINDERS SHALL BE MOVED USING AN APPROVED METHOD. WHERE CYLINDERS ARE MOVED EfY HAND CART, HAND TRUCK OR OTHER MOBILE DEVICE, SUCH CARTS, TRUCKS OR DEVICES SHALL BE DESIGNED FOR THE SECURE MOVEMENT OF CYLINDERS. CARTS AND TRUCKS UTILIZED FOR TRANSPORT OF COMPRESSED GAS CYLINDERS WITHIN BUILDINGS SHALL COMPLY WITH CFC SECTION 2703.10. CARTS AND TRUCKS UTILIZED FOR TRANSPORT OF COMPRESSED GAS, CYLINDERS EXTERIOR TO BUILDINGS SHALL BE DESIGNED SO THAT THE. CYLINDERS WILL BE SECURED AGAINST DROPPING OR OTHERWISE STRIKING AGAINST EACH OTHER OR OTHER SURFACES. (CFC 3005.10.1) 23. ROPES. CHAINS OR SLINGS SHALL BE USED TO SUSPEND COMPRESSED GAS CYLINDERS UNLESS PROVISIONS AT TIME OF MANUFACTURER HAVE BEEN MADE ON THE CYLINDER FOR APPROPRIATE LIFTING ATTACHMENTS, SUCH AS LUGS. (CFC 3005.10.2) IV. CFC CHAPTER 35: FLAMMABLE GASES 1. CYLINDERS AND PRESSURE VESSELS FOR FLAMMABLE GASES SHALL BE DESIGNED, CONSTRUCTED, INSTALLED, TESTED AND MAINTAINED IN ACCORDANCE WITH CFC CHAPTER 30. (CFC 3503.1.2) 2. "NO SMOKING" SIGNS SHALL BE POSTED AT ENTRANCES TO ROOMS AND IN AREAS CONTAINING FLAMMABLE GASES. (CFC 3503.1.4.2) 3. OUTDOOR STORAGE OR USE OF FLAMMABLE COMPRESSED GASES SHALL BE LOCATED FROM A LOT LINE, PUBLIC STREET. PUBLIC ALLEY. PUBLIC WAY OR BUILDING NOT ASSOCIATED WITH THE MANUFACTURER OR DISTRIBUTION OF SUCH GASES 5'-0" IN ACCORDANCE WITH TABLE 3504.2.1 (CFC 3504.2.1) eric et 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 rfRCHIT€CTURe P.O.IOX 46S1. ClMLSMD. C* 93O10 (760)434-8474 DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (raw) 04/07/09 BID SET (rew) SHEET TITLE 2007 CFC CODE REFERENCES FOR HYDROGEN FUEL CELLS T-1.2 PROJECTS\crick«t\BSH-3cd\BSH-JcT1.2.DWG EXISTING CRICKET COMMUNICATIONS NEXTG DATA AND REPAIR HUB (SHOWN SHADED) PROPOSED (2) FUEL CELLS AND (1) HYDROGEN STORAGE MODULE FOR CRICKET COMMUNICATIONS INSIDE A PROPOSED CONCRETE BLOCK ENCLOSURE (SHOWN SHADED). SEE SHEET A-1 PROPERTY LINE (TYPICAL) EXISTING BUILDING (TYPICAL) EXISTING FIRE HYDRANT (TYPICAL) APPROXIMATE TENANT SPACE WALLS (TYPICAL) MAIN DISCONNECT FOR SUITE I IS LOCATED IN THE SOUTH ELECTRICAL ROOM. PROVIDE RED MICARTA PLACARD , WITH WHITE TEXT IDENTIFYING THE ( LOCATION Or THE FUEL CELL POWER ( SOURCE AND DISCONNECTS AS SHOWN ( BELOW - CAMINO_ VIDA ROBLE SITE PLAN SCALE: r EXISTING DRIVEWAY STORM WATER QUALITY NOTES CONSTRUCTION BMPS NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 10" BACK-UP POWER FUEL CELL (OUTDOOR) - TELECOM EQUIPMENT HUB JL. DISCONNECTS FOR \ BACK-UP POWER FUEL \ CELL UNITS \ MAIN DISCONNECT IN —s SOUTH ELECTRICAL ROOM PLACARD crick'et 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD. CA 92008 :: pLdririmG DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew) 05/19/09 i PLANCHECK CORRECTIONS (rew 05/19/09 PERMIT SET (rew) SHEET TITLE SITE PLAN A-O PROJECTS\crlck«t\BSH-3cd\BSH-3cAO.DWG 18"* X 36" DEEP GRAVEL DRYWELL EXISTING CONCRETE SIDEWALK MICARTA PLACARD MOUNTED @+72" WITH - RED LETTERS ON WHITE BACKGROUND STATING: 4" LETTERS "FLAMMABLE GAS" AND 1" LETTERS "HYDROGEN STORAGE MAXIMUM 3000 CU. FT. /MAXIMUM 250 CU. FT PER INDIVIDUAL CANISTER/MAXIMUM 12" RECESSED KNOX BOX KEY BOX PER CITY OF CARLSBAD STANDARDS PROPOSED CRICKET COMMUNICATIONS "GENCORE" HYDROGEN STORAGE MODULE (HSM) WEIGHT: 2200 LBS. MAXIMUM 3000 CU. FT. OF HYDROGEN (12 CANISTERS @ MAXIMUM 250 CU. FT. PER INDIVIDUAL CANISTER) 3"« PVC SLEEVE FOR 3/4"0 WATER DRAIN LINE. SLOPE 1/4 :12" TO DRYWELL. (TYPICAL OF 2) ALIGN WITH FITTING ON BOTTOM OF PGM. (SEE DETAIL "1/A1") EXISTING CONCRETE DRIVEWAY 14 x 14 NFPA 704 PLACARD SEE DETAIL "4/D1" NEW 3-0 CORRUGATED STEEL ACCESS GATE CONSTRUCTION NOTES THE APPLICANT SHALL PATCH, RE-SLURRY AND RE-STRIPE ANY AREAS OF THE PARKING LOT DISTURBED DURING CONSTRUCTION OF THIS FACILITY. ANY OTHER EXISTING HARDSCAPE AREAS DISTURBED BY PROJECT CONSTRUCTION SHALL ALSO BE REPAIRED AND/OR REPLACED PRIOR TO FINAL INSPECTION SIGN-OFF. THE PROJECT MUST COMPLY WITH THE CITY OF CARLSBAD'S CONSTRUCTION AND DEMOLITION REGULATIONS REGARDING RECYCLING OF CONSTRUCTION MATERIALS H2 PLUMBING NOTES SEE DETAIL "10/D2" FOR H2 PLUMBING SCHEMATIC EXISTING ENTRY DOOR NEW 7'-4" HIGH "FLUTED" CONCRETE BLOCK WALL PAINTED TO MATCH ADJACENT CONCRETE WALL SEE SHEET T-1.1 FOR GAS SUPPLY AND PLUMBING COMPONENT <( SPECIFICATIONS PIPING AND TUBING SHALL BE IDENTIFIED IN ACCORDANCE WITH ASME A13.1 TO INDICATE THE MATERIAL CONVEYED 14" x 14" NFPA 704 PLACARD SEE DETAIL "4/D1" SLOPE MINIMUM 2% DOWN TOWARD GATES (TYPICAL) (MAIN FUEL VALVE^—-) LOCKOUT. SEE \ ) DETAIL 11/D2" j 6" THICK 2500 PSI CONCRETE SLAB WITH #5 REINFORCING BARS AT 18" O.C. EACH WAY CENTERED IN PAD EXISTING CONCRETE COLUMN TO REMAIN PROPOSED CONDUIT ROUTE TO EXISTING CRICKET COMMUNICATIONS EQUIPMENT ROOM PROPOSED CRICKET COMMUNICATIONS "GENCORE" POWER GENERATION MODULE (PGM) FUEL CELL. (TYPICAL OF 2) WEIGHT: 610 LBS. EACH REMOTE GROUND BUSS PROPOSED LEASE FUEL CELL ENCLOSURE PLAN & FOUNDATION NOTES 14" x 14" NFPA 704 PLACARD SEE DETAIL "4/D1" WITH 4" x 12" (MINIMUM) RED MICARTA PLACARD WITH MINIMUM 3/4" HIGH WHITE LETTERS STATING: "NO ACCESS" "EQUIPMENT MAINTENANCE ONLY" (FOR PGM SERVICE ACCESS ONLY) -SLOPE MINIMUM 2% DOWN TOWARD DRIVEWAY -EXISTING BUILDING WALL SCALE: 1/4'-1'-fl- 41" NOTE: VERIFY ALL DIMENSIONS WITH INSTALLATION TEMPLATES PROVIDED WITH HSM HSM BOLTING FOOTPRINT 6 7/16" NOTE: VERIFY ALL DIMENSIONS WITH INSTALLATION TEMPLATES PROVIDED WITH PGM PGM BOLTING FOOTPRINT cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 pi/inninc WILLMH It r. o. lox DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew)05/19/09 i PLANCHECK CORRECTIONS (rew 05/19/09 PERMIT SET (rew) SHEET TITLE FUEL CELL EQUIPMENT ENCLOSURE PLAN A-1 PROJECTS\crick«t\BSH-3cd\BSH-3cA1.DWG -EXISTING CONCRETE TILT-UP BUILDING EXISTING CONCRETE COLUMN TO REMAIN EXISTING WOOD TRELLIS EXISTING STEEL ROLL-UP DOOR EXISTING PAINTED STRIPE EXISTING "ROPE" TEXTURE CONCRETE WALL EXISTING DRIVEWAY/SIDEWALK EXISTING SIGNAGE-7 TO REMAIN EXISTING DOOR PROPOSED (2) FUEL CELLS AND (1) HYDROGEN STORAGE MODULE FOR CRICKET COMMUNICATIONS INSIDE A PROPOSED "FLUTED" CONCRETE BLOCK ENCLOSURE PAINTED TO MATCH ADJACENT WALL WEST ELEVATION SCALE 1/8- EXISTING CONCRETE TILT-UP BUILDING (BEYOND) PROPOSED (2) FUEL CELLS AND (1) HYDROGEN STORAGE MODULE FOR CRICKET COMMUNICATIONS INSIDE A PROPOSED "FLUTED" CONCRETE BLOCK ENCLOSURE PAINTED TO MATCH ADJACENT WALL EXISTING WOOD TRELLIS 1 •—(M4" x 14" NFPA 704 ( PLACARD SEE DETAIL f "4/D1" 4" x 12" (MINIMUM) RED MICARTA PLACARD WITH MINIMUM 3/4" HIGH WHITE LETTERS STATING: "NO ACCESS" (^EQUIPMENT MAINTENANCE ONLY" EXISTING DRIVEWAY NEW 3'-0" CORRUGATED STEEL GATE PAINTED TO MATCH EXISTING ADJACENT WALL [_ 9 D2 SOUTH ELEVATION SCALE-, w - r-or I <F * 1 ^ J_cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 dRCHIT€CTUR€ WIILMH M. r. o. i OK DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew)05/19/09 i PLANCHECK CORRECTIONS (rew) 05/19/09 PERMIT SET (rew) SHEET TITLE EXTERIOR ELEVATIONS A-2 PROJKTS\crick«t\BSH- tcd\8SH- 3/8"0 "HILTI" STAINLESS STEEL KWIK-BOLT TZ EXPANSION ANCHOR WITH MINIMUM EMBEDMENT 2" INTO 3/8"0 PRE-DRILLED PILOT HOLE MINIMUM 3" DEEP SPECIAL INSPECTION REQUIRED. I.C.C.-ES #ESR-1917 -FUEL CELL OR HYDROGEN STORAGE MODULE -CONCRETE SLAB COMPACTED SAND BASE COMPACTED EARTH EQUIPMENT ANCHOR RED (FIRE HAZARD) YELLOW (INSTABILITY) BLUE (HEALTH HAZARD) WHITE — (SPECIFIC HAZARD) NUMBERS & LETTERS SHALL BE REFLECTIVE NFPA 704 PLACARD SCALE: N.T.S. STEEL GATE EXISTING CONCRETE SIDEWALK/DRIVEWAY PROPOSED CONCRETE FOOTING FOOTING TO CONCRETE SIDEWALK SCALE: EXISTING CONCRETE—x TILT-UP WALL PROPOSED--7 CONCRETE BLOCK WALL I BACKER ROD AND—' SEALANT (TYPICAL) ,-3/4" MAXIMUM NEW WALL TO EXISTING WALL SPECIAL INSPECTION REQUIRED SOLID GROUTED C WALL & REINFORCING MORTAR WASH CAP @ 16" O.C. HORIZ. CENTERED IN WALL 16" O.C. VERT. CENTERED IN WALL 8 x 8 x 16 CONCRETE BLOCK WALL, GROUTED SOLID 6 THICK 2500 PSI CONCRETE SLAB WITH |_5 REINFORCING BARS AT 18 O.C. EACH WAY CENTERED IN PAD EXTEND SLAB REINFORCING 12" INTO FOOTING (3) #5 CONT. TOP & BOTTOM #4 DOWEL WITH 90' HOOK, 16" LONG CENTERED IN WALL. SPACING TO MATCH VERTICAL REINFORCING COMPACTED SAND BASE COMPACTED EARTH 2500 PSI CONCRETE FOOTING (SHOWN SHADED) CONCRETE BLOCK WALL cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD. CA 92008 BOOTH j4RCHIT«CTUR€ II M/inMiriG DRAWING DATES 04/07/09 PRELIM CD REVIEW (raw) 04/07/09 PLANCHECK SUBMITTAL (rew)04/07/09 BID SET (rew)05/19/09 1 PLANCHECK CORRECTIONS (rew) 05/19/09 PERMIT SET (rew) SHEET TITLE DETAILS D-1 PROJECTS\crlck«)\BSH-1 cd\BSH-I oD1 .DWG CONCRETE — BLOCK WALL 2" x 4" x 1/4" THICK x 7'-4" LONG GALVANIZED STEEL TUBE FRAME 1 1/2"0 HOLE FOR MOUNTING BOLTS (VERIFY) 9 18" (4) 1/2"0 GALVANIZED KWIK-BOLT 3 EXPANSION ANCHORS WITH 2 1/4" MINIMUM EMBED INTO 9/16"0 PRE-DRILLED PILOT HOLE MINIMUM 3 1/4" DEEP. SPECIAL INSPECTION REQUIRED. I.C.C.-ES #ESR-1385 (SOLID GROUTED WALL) 1 1/2" DEEP, 20 GA GALVANIZED CORRUGATED STEEL SIDING 5" x 4" x 3/8" THICK STRIKE PLATE WELDED TO TUBE STEEL FRAME ON GATE PADLOCK LOOP ON STEEL TUBE FRAME GATE FRAME SCALE: NONE MANUFACTURER'S - CONNECTION FITTING BRAIDED STAINLESS- STEEL H2 PIPING MANUFACTURER'S CONNECTION FITTING BRAIDED STAINLESS STEEL H2 PIPING STAINLESS STEEL SWAGELOK UNION TEE WITH STAINLESS STEEL SWAGELOK PORT CONNECTOR MANUFACTURER'S CONNECTION FITTING PLUMBING SCHEMATIC (3) HEAVY DUTY GALVANIZED HINGES WELDED TO FRAME 1 1/2"0 HOLE FOR MOUNTING BOLTS 4" © 18 1 1/2" DEEP, 20 GA GALVANIZED CORRUGATED STEEL SIDING CONCRETE BLOCK WALL 1 1/2" x 2" x 1/8" THICK GALVANIZED STEEL ANGLE 2" x 3" x 1/4" THICK GALVANIZED STEEL TUBE GATE FRAME 2" x 4" x 1/4" THICK x 7'-4" LONG GALVANIZED STEEL TUBE FRAME (4) 1/2"* GALVANIZED KWIK-BOLT 3 EXPANSION ANCHORS WITH 2 1/4" MINIMUM EMBED INTO 9/16"0 PRE-DRILLED PILOT HOLE MINIMUM 3 1/4" DEEP. SPECIAL INSPECTION REQUIRED. I.C.C.-ES #ESR-1385 (SOLID GROUTED WALL) GATE FRAME SCALE: NONE BLUE MICARTA PLACARD WITH- WHITE LETTERS STATING: "MAIN FUEL VALVE LOCKOUT" MAIN FUEL VALVE LOCKOUT NOTE: THIS PLACARD IS MOUNTED ON THE HSM BY THE MANUFACTURER MAIN FUEL VALVE LOCKOUT J INSTALLED BY MANUFACTURER HSM CABINET ^-- RED KNOB GAS LOCKOUT PLACARD SCALE: / "-" CONCRETE BLOCK WALL 1 1/2" DEEP, 20 GA GALVANIZED CORRUGATED STEEL SIDING 3-0" WIDE GATE (3) HEAVY DUTY GALVANIZED HINGES NFPA PLACARD. SEE DETAIL "4/D1" 1 1/2" x 2" x 1/8 THICK GALVANIZED STEEL ANGLE 2" x 3" x 1/4 THICK GALVANIZED STEEL TUBE GATE FRAME PADLOCK LOOP ON STEEL TUBE FRAME STRIKE PLATE WELDED TO STEEL GATE TYP PAINT GATE TO MATCH EXISTING ADJACENT WALL CONCRETE PAD METAL GATE SCALE: NO DETAIL THIS SPACE 12 cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 /<mcHiT€CTUR€ ti P id tiMinc WllltlW H. IOOTH. AftCHm r. O. IOX 4451. CrfKlSMI DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew)04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew) 05/19/09 i_PLANCHECK CORRECTIONS (rew)05/19/09 ~ PERMIT SET (rew) SHEET TITLE DETAILS D-2 ELECTRICAL NOTES 1. ALL WORK AND MATERIAL SHALL BE IN COMPLETE COMPLIANCE WITH THE LATEST EDITION OF THE CEC AND ALL REGULATIONS, LAWS. SAFETY ORDERS, ORDINANCES OR CODES AND ANY OTHER LAWFUL OWNER OR ANY PUBLIC AUTHORITY WITH JURISDICTION BEARING ON THIS PROJECT, IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL 2. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS AND WIREWAYS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, CHAPTER 16 AND "GUIDELINE FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS", PUBLISHED BY SMACNA AND PPIC, OR THE SUPERSTRUT-SEISMIC RESTRAINT SYSTEM, OR THE EQUIVALENT. 3. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE LISTED BY UNDERWRITER'S LABORATORIES (UL) AND BEAR THEIR LABEL. OR SHALL BE LISTED AND CERTIFIED BY A NATIONALLY RECOGNIZED TESTING AUTHORITY WHERE UL DOES NOT HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. IN ADDITION. THE MATERIALS. EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND REGULATIONS AS APPLICABLE: AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AMERICAN STANDARD ASSOCIATION (ASA) NATIONAL FIRE PROTECTION AGENCY (NFPA) AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) NATIONAL ELECTRICAL CODE (NEC) CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR) INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) ALL LOCAL CODES HAVING JURISDICTION 4. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS INDICATED ON THE DRAWINGS AND SHALL BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS AS WELL AS THE ELECTRICAL AND GROUNDING REQUIREMENTS OF THIS PROJECT AND BY SUBMITTING A BID, ACCEPTS THE CONDITIONS UNDER WHICH HE OR SHE SHALL BE REQUIRED TO PERFORM THE WORK. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN A COMPLETE SET OF CONTRACT DOCUMENTS, ADDENDA, DRAWINGS AND SPECIFICATIONS AS WELL AS THE LATEST EDITION OF ANY CMCKET COUUUMCATONS DESIGN SPECIFICATIONS. THE CONTRACTOR SHALL CHECK THE DRAWINGS FOR ALL TRADES AND SHALL CAREFULLY READ ALL NOTES AND SPECIFICATIONS AND DETERMINE HIS OR HER RESPONSIBILITIES. FAILURE TO DO SO SHALL NOT RELEASE THE CONTRACTOR FROM DOING THE WORK IN COMPLETE ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND NOTES. 6. THE CONTRACTOR SHALL COORDINATE HIS OR HER WORK WITH OTHER TRADES AT THE SITE. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID COORDINATION WHICH DIFFERS FROM THE WORK AS SHOWN ON THE DRAWINGS SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES. AMBIGUITIES OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CRICKET COMMUMCATONS CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING. PRIOR TO SUBMITTING A BID. ANY SUCH CONFLICTS NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE CRICKET COMMMCATONS CONSTRUCTION MANAGER AT NO ADDITIONAL COST 7. THE CONTRACTOR SHALL OBTAIN AND KEEP UP-TO-DATE A COMPLETE RECORD SET OF DRAWINGS. UPON COMPLETION OF THE WORK, A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE CMCKET COMUUMCATIONS CONSTRUCTION MANAGER, AND ALL CHANGES AS NOTED ON THE RECORD SET OF DRAWINGS SHALL BE INCORPORATED THEREON BY THE CONTRACTOR WITH RED INK IN A NEAT, LEGIBLE, UNDERSTANDABLE AND PROFESSIONAL MANNER. 8. ALL INTERRUPTION OF ELECTRICAL POWER SHALL BE KEPT TO A MINIMUM. HOWEVER, WHEN AN INTERRUPTION IS NECESSARY, THE SHUTDOWN MUST BE COORDINATED WITH THE CRICKET COMMUMCATONS CONSTRUCTION MANAGER AND THE PROPERTY OWNER A MINIMUM OF 14 DAYS PRIOR TO THE OUTAGE. ANY OVERTIME PAY REQUIRED TO COMPLETE OFF-HOURS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BID. WORK IN EXISTING SWITCHBOARDS OR PANELBOARDS SHALL BE COORDINATED WITH THE CRICKET COMUUMCATONS CONSTRUCTION MANAGER AND THE BUILDING OWNER PRIOR TO REMOVING ACCESS PANELS OR DOORS. 9. SHOP DRAWINGS SHALL BE SUBMITTED FOR ITEMS INDICATED ON PLANS. SHOP DRAWINGS SHALL INCLUDE ALL DATA WITH CAPACITIES. SIZES, DIMENSIONS, CATALOG NUMBERS AND MANUFACTURER'S BROCHURES. 10. AFTER ALL REQUIREMENTS OF THE SPECIFICATIONS AND THE DRAWINGS HAVE BEEN FULLY COMPLETED, REPRESENTATIVES OF CRICKET COMUUMCATIONS WILL INSPECT THE WORK. THE CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL TO DEMONSTRATE THE OPERATION OF ANY ITEM OR SYSTEM TO THE FULL SATISFACTION OF THOSE REPRESENTATIVES. FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY CRICKET COMMOTIONS AFTER RECEIPT OF APPROVAL AND RECOMMENDATION OF ACCEPTANCE FROM EACH REPRESENTATIVE. 11. THE CONTRACTOR SHALL FURNISH A ONE YEAR WRITTEN GUARANTEE OF MATERIALS AND WORKMANSHIP FROM THE DATE OF FINAL ACCEPTANCE. 12. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT AND SHALL SUPPLY POWER AND MAKE CONNECTIONS TO EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 13. THE EXACT METHOD AND LOCATION OF CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL CORE, SAWCUT, PATCH. AND REFINISH EXISTING WALLS AND SURFACES WHEREVER PENETRATIONS ARE NECESSARY. OPENINGS SHALL BE SEALED IN A CODE APPROVED METHOD TO MEET THE FIRE RATING OF THE PARTICULAR WALL. FLOOR OR CEILING ASSEMBLY THAT IS PENETRATED 14. UTILITY PENETRATIONS OF ANY KIND IN FIRE AND SMOKE PARTITIONS AND CEILING ASSEMBLIES. SHALL BE FIRESTOPPED AND SEALED WITH A CODE APPROVED MATERIAL SECURELY INSTALLED. 15. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS SHALL BE MADE WITH UV RATED, LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN BOTH DRY INTERIOR LOCATIONS AND IN AREAS EXPOSED TO WEATHER, DAMP LOCATIONS, CONNECTIONS TO TRANSFORMER ENCLOSURES. AND AT FINAL CONNECTIONS TO MOTORS. PROVIDE A SEPARATE INSULATED GROUNDING CONDUCTOR IN FLEXIBLE CONDUIT RUNS. MAXIMUM LENGTH SHALL BE SIX FEET UNLESS OTHERWISE NOTED. 16. ROUTE ALL CONDUIT WHETHER EXPOSED OR CONCEALED, PARALLEL AND PERPENDICULAR TO WALL AND ADJACENT EXISTING PIPING. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING, TRENCHING, BACKFILLING, COMPACTION AND PATCHING OF CONCRETE AND ASPHALT AS REQUIRED TO PERFORM HIS WORK. 18. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES. CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS. ETC.. ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY CRICKET COMMUMCATUNS AND THE ARCHITECT. 19. STRAIGHT FEEDER, BRANCH CIRCUIT, AND CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF (NEMA 3R) PULL BOXES OR JUNCTION BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE OR PER THE LATEST EDITION OF THE CRICKET COMMUMCATONS DESIGN SPECIFICATIONS WHICHEVER IS MOST RESTRICTIVE. LOCATIONS SHALL BE DETERMINED IN THE FIELD OR AS INDICATED ON THE DRAWINGS. 20. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION BOXES SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. 21. IDENTIFICATION NAME PLATES SHALL BE MICARTA 1/8 INCH THICK AND OF APPROVED SIZE WITH BEVELED EDGES AND ENGRAVED WHITE LETTERS A MINIMUM OF 1/4 INCH HIGH ON BLACK BACKGROUND. NAMEPLATES SHALL BE PROVIDED FOR ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER DISTRIBUTION SWITCH BOARDS OR PANEL BOARDS, DISCONNECTING SWITCHES, TRANSFORMERS, TERMINAL CABINETS, TELEPHONE CABINETS, ETC. ALL NAMEPLATES SHALL BE ATTACHED WITH SCREWS. PULL BOXES, JUNCTION BOXES, AND DEVICE BOXES SHALL BE MARKED WITH A PERMANENT MARKER. 22. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE COORDINATED WITH THE PLANS AND DETAILS, PRIOR TO INSTALLATION. 23. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. ROUTING OF RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE CRICKET COMUUMCATIONS CONSTRUCTION MANAGER UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, OR MECHANICAL ITEMS OR FEATURES. 24. ELECTRICAL METALLIC TUBING (EMT) MAY BE USED WHERE NOT SUBJECT TO MECHANICAL DAMAGE. DIRECT BURIAL PVC SCHEDULE 40 MAY BE INSTALLED BENEATH SLAB OR BELOW GRADE AND SHALL BE CONCRETE ENCASED UNLESS NOTED OTHERWISE. NON-METALLIC 'FNMC-B(UL)" DIRECT BURIAL SUNLIGHT RESISTANT LIQUID-TIGHT FLEXIBLE CONDUIT MAY BE USED FOR GROUND LEADS EXPOSED ABOVE GROUND. RIGID GALVANIZED STEEL CONDUIT SHALL BE FULL WEIGHT THREADED TYPE AND SHALL ONLY BE USED WHEN REQUIRED BY PERMITTING AUTHORITY. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL CONDUIT RUNS. 25. ELECTRICAL METALLIC TUBING (EMT) CONDUIT FITTINGS SHALL BE STEEL, RAINTIGHT THREADLESS COMPRESSION TYPE ONLY. DIE CAST, SET SCREW, OR INDENTURE TYPES ARE NOT ACCEPTABLE. RIGID STEEL CONDUIT FITTINGS INCLUDING COUPLINGS, LOCKNUTS, NIPPLES, ETC. SHALL BEAR THE U.L. LABEL AND SHALL BE THREADED AND THOROUGHLY GALVANIZED EXCEPT WHERE AN ADAPTER IS NEEDED TO CONNECT TO PVC. 26. ALL TELCO CONDUIT INSTALLATIONS AND OTHER CONDUIT RUNS AND STUBS SHALL INCLUDE MINIMUM (1) YELLOW 3/8" POLYPROPYLENE PULL STRING WITH MINIMUM 200 POUNDS OF PULLING CAPACITY. IN EMPTY CONDUIT RUNS, IN ADDITION TO A PULL STRING. PROVIDE A TRUE-TAPE" MEASURING LINE. 27. ALL CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM SIZE, TYPE THHN/THWN THERMOPLASTIC. 600 VOLT, 75 DEGREES CELSIUS WET AND 90 DEGREES CELSIUS DRY AND UL LISTED UNLESS NOTED OTHERWISE. CONDUCTORS #12 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #10 AWG AND LARGER SHALL BE STRANDED. UNLESS SPECIFICALLY NOTED TO THE CONTRARY. 28. JUNCTION AND PULL BOXES: FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE, DRAWN STEEL, KNOCKOUT TYPE WITH REMOVABLE MACHINE SCREW SECURED COVERS. FOR OUTSIDE. DAMP, OR SURFACE LOCATIONS, BOXES SHALL BE HEAVY CAST ALUMINUM OR CAST IRON WITH REMOVABLE, GASKETED, NON-FERROUS MACHINE SCREW SECURED COVERS. BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND CONDUIT ENTERING THE BOX AND EQUIPPED WITH PLASTER EXTENSION RINGS WHERE REQUIRED. BOXES SHALL BE LABELED TO INDICATE PANEL AND CIRCUIT NUMBER, OR TYPE OF SIGNAL OR COMMUNICATIONS SYSTEM. SEPARATE PULL BOXES ARE REQUIRED FOR TELCO AND POWER. 29. ALL OUTDOOR ELECTRICAL DEVICES, BOXES OR EQUIPMENT SHALL BE OF WEATHERPROOF TYPE. 30. ALL PANELS. DISCONNECT SWITCHES. TRANSFER SWITCHES AND ALL OTHER EXPOSED ELECTRICAL DEVICES SHALL BE SUPPLIED WITH A LOCKABLE DEVICE PER CRICKET COMUUMCATONS REQUIREMENTS. 31. ALL GROUNDING SHALL BE PER CBC SECTION 250 AND 810.21 AND THE GROUNDING REQUIREMENTS OF THESE DRAWINGS. PROTECTORS MUST BE GROUNDED TO A GROUNDING SYSTEM ACCEPTABLE TO THE CRICKET COMUUMCATIONS CONSTRUCTION MANAGER SUCH AS THE STRUCTURAL STEEL FRAME OF A BUILDING WHERE THE FRAME IS EFFECTIVELY GROUNDED. A CONCRETE ENCASED ELECTRODE OR A BURIED GROUND RING. 32. SEE GROUNDING SCHEMATIC DRAWING FOR ALL TELECOMMUNICATIONS EQUIPMENT, CABLE TRAY AND ANTENNA GROUND WIRE CONNECTIONS TO GROUND BUS BARS, GROUND RINGS, ETC. 33. ALL METALLIC GROUND WIRE CONDUIT SHALL BE GROUNDED TO THE GROUND WIRE USING SET SCREW CONNECTIONS AT CONDUIT END CAPS AND CRIMP CONNECTIONS AT THE WIRE. 34. COAT ALL BOLTED LUG 4 BUS BAR GROUND CONTACT SURFACES WITH KOPR-SHIELD, NO-OX, OR EQUAL PRIOR TO ATTACHMENT. 35. MAIN CIRCUIT BREAKER SHALL BE RATED FOR STANDARD A.I.C. RATING HIGHER THAN INCOMING A.I.C. 36. ALL EQUIPMENT SHALL BE BRACED FOR STANDARD A.I.C. RATING HIGHER THAN INCOMING FROM UTILITY COMPANY 37. ALL CORING CLEARANCES SHALL BE FIELD VERIFIED AND ALL CONDUIT ROUTING SHALL BE COORDINATED WITH PROPERTY OWNERS REPRESENTATIVE. 38. ALL CONNECTIONS TO EXISTING MAIN SWITCHGEAR INCLUDING "BUS-TAPS" AND/OR "HOT-TAPS" REQUIRE CERTIFICATION AND APPROVAL. FABRICATION AND CERTIFICATION SHALL BE FURNISHED BY A CONTRACTOR APPROVED BY THE APPLICABLE UTILITY. 39. CONTRACTOR SHALL COORDINATE SERVICE FEEDS WITH UTILITY COMPANIES FOR FINAL AND EXACT WORK AND MATERIAL REQUIREMENTS. ALL UTILITY SERVICE FEEDS SHALL BE CONSTRUCTED TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. 40. ALL BROCHURES, OPERATION MANUALS CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE CRICKET COMUUMCATIONS CONSTRUCTION MANAGER AT THE COMPLETION OF WORK. INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS S3ROPRIETASY 3Y NATURE. ANY USE OR rjlSGLOSURE OTHER THAN THAT WHIGRELATES TO CRICKET COMMUNICATIONS SERVICE IS STRICTLY PROHIBITED eric et 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew) SHEET TITLE ELECTRICAL SPECIFICATIONS E-1 PROJECTS\crlck«t\BSH-3cd\BSH-3cE1.DW6 CONSTRUCTION NOTES: THE APPLICANT SHALL PATCH, RE-SLURRY AND RE-STRIPE ANY AREAS OF THE PARKING LOT DISTURBED DURING CONSTRUCTION OF THIS FACILITY. ANY OTHER EXISTING HARDSCAPE AREAS DISTURBED BY PROJECT CONSTRUCTION SHALL ALSO BE REPAIRED AND/OR REPLACED PRIOR TO FINAL INSPECTION SIGN-OFF. THE PROJECT MUST COMPLY WITH THE CITY OF CARLSBAD'S CONSTRUCTION AND DEMOLITION REGULATIONS REGARDING RECYCLING OF CONSTRUCTION MATERIALS KEYED NOTES: <^> ROUTE FOR (2) 1"0 PVC CONTROL AND (2) 3"0 PVC 48V D.C. CONDUITS. v 48V D.C. AND CONTROL CONDUIT SHALL BE INSTALLED WITH PULL STRING. (FIELD VERIFY EXACT LOCATION) (2) SQUARE "D" #H224NRB; HEAVY DUTY; 200 AMPERE SWITCH = 2 BLADES +) GROUND BAR, 250 VOLT DC; 150 AMPERE FUSES = COOPER BUSSMANN ) #DLN-R-150, CLASS RK5, DE, TD, 125 VOLT DC, 20,000 AIC-DC; ) 30" HIGH x 18" WIDE x 9" DEEP; 100 POUNDS EACH (TOTAL OF 2) ) D.C. POWER DISTRIBUTION BUSS IN EXISTING BATTERY ROOM EXISTING CONCRETE COLUMN (TYPICAL) EXISTING CHEMICAL GROUND ROD EXISTING TELECOMMUNICATIONS EQUIPMENT (TYPICAL) PROPOSED "GENCORE" PGM & HSM CABINETS. SEE SHEET A-1<7> PROPOSED REMOTE GROUND BUSS EXISTING CONCRETE SIDEWALK REPAIR EXISTING PLANTING, IRRIGATION, SIDEWALK & PAVING IN-KIND WHERE DAMAGED BY NEW WORK PENETRATE EXTERIOR WALL WITH LB FIXTURE OR APPROVED GASKETED PULL-BOX OUTSIDE & APPROVED PULL BOX INSIDE. RUN CONDUIT INSIDE FACE OF WALL THEN ALONG WALL TO DISCONNECT SWITCHES IN DATA HUB. SEE NOTE <2> EXISTING WALL (TYPICAL) EXISTING DOOR (TYPICAL) EXISTING WINDOW (TYPICAL) EXISTING NEXTG PULL BOX & FIBER CONDUIT IN TRENCH EXISTING CONCRETE DRIVEWAY 12" x 12" x 6" JUNCTION BOx) SEE SHEET E-3 FOR ENLARGED PLAN OF THIS AREA NOTE: SEE SHEET A-0 FOR LOCATION OF MAIN SERVICE DISCONNECT AND NEW PLACARD REQUIREMENTS ( EXISTING—A } > SUB-PANEL \ \ ELECTRICAL PLAN SCALE: T . 10MT VERIFY EXACT DESTINATION OF CONDUIT AND LOCATION OF PROPOSED 48V D.C. DISCONNECT SWITCHES AND SERVICE BUSS CONNECTIONS WTTH CRICKET COMMUNICATIONS CONSTRUCTION MANAGER cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 BOOTH a.VriA D T77 VJ^ Will MM M. I r. O. BOX 4 DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew)04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew) 05/19/09 i PLANCHECK CORRECTIONS (rew 05/19/09 PERMIT SET (rew)02/04/102 AS-BUILT CHANGES Ob) SHEET TITLE ELECTRICAL PLAN E-2 PROJECTS\crlck.t\BSH-3cd\BSH-3cE2.DWG ; 48V DC POWER PLAN ( @ CONCRETE SLAB \ SCALE: 1/4"-1'-<r KEYED NOTES: <£> PROPOSED "GENCORE" POWER GENERATION MODULE (PGM) <2> PROPOSED "GENCORE" HYDROGEN STORAGE MODULE (HGM) <3> 48V D.C. ELECTRICAL AND HYDROGEN CONNECTIONS BETWEEN POWER GENERATION MODULE (PGM) & HYDROGEN STORAGE MODULE (HSM) BY PLUG POWER INSTALLATION CONTRACTOR <4> 1"0 PVC CONDUIT WITH PULL STRING FOR CONTROL CABLE (CONDUCTORS PROVIDED BY PLUG POWER) <5> 3"0 PVC CONDUIT WITH PULL STRING FOR 48V D.C. POWER SERVICE TO DISCONNECT SWITCH AND D.C. POWER BUSS (CONDUCTORS PROVIDED BY PLUG POWER) <6> #2 SOLID TINNED BARE COPPER WIRE TO GROUND RING. EXOTHERMIC WELDS AT BOTH ENDS <7> REMOTE GROUND BUSS. SEE DETAIL "3/E4" <8> MINIMUM #6 GREEN STRANDED COPPER WIRE IN 1"0 SCHEDULE v 40 UV RESISTANT PVC OR NON-METALLIC FLEXIBLE CONDUIT TO REMOTE GROUND BUSS. VERIFY CONDUCTOR SIZE WITH PLUG POWER INSTALLATION CONTRACTOR. ALL CONNECTORS SHALL BE TWO-LUG COMPRESSION TYPE. <9> CONDUIT STUBS AND UV RESISTANT LIQUID-TITE v FLEXIBLE CONDUIT BETWEEN CONDUIT STUBS & PGM CONNECTORS <$> SEE GROUNDING DIAGRAM FORv "GENCORE" PGM DETAIL "6/E4" <£j> #2 SOLID TINNED BARE COPPER WIRE GROUND RING <fe> EXISTING NEXTG PULL BOX AND FIBER CONDUIT IN TRENCH <13> EXISTING CONCRETE COLUMN • (2) SQUARE "D" #H224NRB; HEAVY DUTY; 200 AMPERE SWITCH = 2 BLADES + GROUND BAR, 250 VOLT DC; 150 AMPERE FUSES = COOPER BUSSMANN #DLN-R-150, CLASS RK5, DE, TD, 125 VOLT DC, 20,000 AIC-DC; 30" HIGH x 18" WIDE x 9" DEEP; 100 POUNDS EACH (TOTAL OF 2) • PROPOSED 12" x 12" x 6" JUNCTION BOX } SEE DETAIL "5/E41 FOR GROUNDING GENERAL NOTES NOTE: THIS DRAWING IS A SCHEMATIC LAYOUT OF CONDUIT & FIXTURE GROUNDING. GROUNDING PLAN @ CONCRETE SLAB SCALE: 1/4" -IM SYMBOL LEGEND TYPE • 1 H ® DESCRIPTION EXOTHERMIC "CAD" WELD MECHANICAL GROUND CONNECTION ACCESS WELL WITH 5/8" x 10'-0" LONG COPPER CLAD GROUND ROD. SEE DETAIL "7/E5" 5/8" x 10'-0" LONG COPPER CLAD STEEL GROUND ROD STEEL (TYPICAL) • I jr •cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 9212) PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 Pennine win MM n. r. o. BOX DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (rew) 04/07/09 BID SET (rew) 05/19/09 PLANCHECK CORRECTIONS (rew 05/19/09 PERMIT SET (rew) 02/04/102 AS-BUILT CHANGES Q'b) SHEET TITLE 48V DC POWER, LIGHTING & GROUNDING PLANS E-3 PROJECTS\crlcket\BSH-3cd\BSH-3cE3.DWG 3/8" DIAMETER MOLLY—-, BOLTS MINIMUM (2) PER UNISTRUT 18" LONG "UNISTRUT" P1000T @ 48" O.C. MAX EXISTING STEEL STUD WALL EXISTING GYPSUM BOARD PROPOSED CONDUIT WITH CONDUIT CLAMPS t> D CONDUIT I'-V-O" —9" LONG "UNISTRUT" P3300T PRE-GALVANIZED SLEEPER WITH "UNISTRUT" BOLT-TYPE BUTTERFLY CLAMPS —SCHEDULE 40 PVC CONDUIT CONCRETE SLAB COMPACTED SAND BASE 3/8»0 "HILTI" STAINLESS STEEL KWIK-BOLT TZ EXPANSION ANCHOR WITH MINIMUM EMBEDMENT 2" INTO 3/8"0 PRE-DRILLED PILOT HOLE MINIMUM 2 5/8" DEEP SPECIAL INSPECTION REQUIRED. I.C.C.-ES #ESR-1917 NOTE: ALL CUTS SHALL BE TOUCHED-UP WITH COLD GALVANIZED PAINT CONDUIT SCALE:r-i'-o" GROUNDING GENERAL NOTES: 1. PROVIDE A COMPLETE GROUNDING SYSTEM PER 2007 CALIFORNIA ELECTRICAL CODE ARTICLE 250 AND EQUIPMENT MANUFACTURER'S REQUIREMENTS. USE THESE DRAWINGS AS A MINIMUM GUIDELINE TO IMPLEMENT CRICKET COMMUNCATONS SPECIFICATIONS. 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND MOUNTING OF FACILITIES & FIXTURES MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 3. ALL GROUNDING CONDUCTORS SHALL B£ COPPER. 4. ALL GROUND WIRE BELOW GRADE SHALL BE #2 TINNED SOLID COPPER WIRE BURIED O 30" MINIMUM. ALL CONDUIT BELOW GRADE SHALL BE PVC SCHEDULE 80. 5. ALL GROUND WIRE ABOVE GRADE SHALL BE STRANDED COPPER UNLESS NOTED OTHERWISE. SIZE AS SHOWN ON PLANS. 6. ALL GROUND CONNECTIONS SHALL BE U.L LISTED FOR THE PURPOSE INTENDED. 7. ALL LUG CONNECTORS SHALL BE "BURNDY" TWO (2) HOLE COMPRESSION TYPE "HYLUG" CONNECTOR OR EQUIVALENT APPROVED BY CRICKET COMMUMCATONS CONSTRUCTION MANAGER 8. MINIMUM BEND RADIUS FOR GROUNDING CONDUCTORS #2 AND LARGER SHALL BE 12", MINIMUM RADIUS FOR SMALLER CONDUCTORS SHALL BE 8". 9. ALL CONNECTIONS AT BELOW GRADE APPLICATIONS SHALL BE CAD WELDED. 10. ALL IRREVERSIBLE COMPRESSION TYPE CONNECTORS SHALL BE INSTALLED USING A 12 TON HYDRAULIC PRESS MINIMUM. 11. INSTALL GROUNDING AND BONDING CONDUCTORS WITH SUFFICIENT SLACK TO AVOID BREAKING DUE TO SETTLEMENT AND MOVEMENT OF CONDUCTORS AT ATTACHED POINTS. 12. COAT ALL EXTERIOR GROUND CONNECTIONS AND ALL BOLTED LUG & BUS GROUND CONTACT SURFACES WITH KOPR-SHIELD, NO-OX. OR EQUAL PRIOR TO ATTACHMENT. 13. GROUND RODS SHALL BE 5/8" DIAMETER x 10'-0" LONG COPPER CLAD STEEL CONTRACTOR SHALL INCLUDE IN HIS BID, A GROUND RING AND AS MANY GROUND RODS AS ARE NECESSARY TO ATTAIN A 5 OHM VALUE OR LESS. 14. WHERE MULTIPLE GROUND RODS ARE INSTALLED, THEY SHALL NOT BE LESS THAT 8 FEET NOR MORE THAN 16 FEET APART UNLESS APPROVED BY CRICKET COMMUMCATONS CONSTRUCTION MANAGER. 15. WHEN NEW EARTH GROUND SYSTEM IS REQUIRED, DRIVEN GROUND RODS SHALL BE USED EXCEPT WHERE SPECIFIC SITE CONDITIONS PRESENT DIFFICULTY, IN WHICH CASE A ELECTROLYTIC (CHEMICAL) ROD SYSTEM MAY BE USED. SUCH AS MANUFACTURED BY LYNCOLE XIT GROUNDING SYSTEM OR EQUAL. USE OF CHEMICAL GROUND SHALL BE APPROVED IN ADVANCE BY CMCXET COMUUMCATONS CONSTRUCTION MANAGER AND SHALL BE INCLUDED IN CONTRACTORS BID. 16. CONTRACTOR SHALL PERFORM GROUND RESISTANCE TEST AT "MGB" AND PERFORM FALL OF POTENTIAL TEST PER IEEE STANDARD NO. 81; SECTION 9.04 ON THE MAIN GROUNDING ELECTRODE TO VERIFY THAT RESISTANCE SHALL NOT EXCEED 5 OHMS AND SHALL SUBMIT AN INDEPENDENT TESTING REPORT INDICATING RESISTANCE VALUES OBTAINED. 17. FINAL GROUND TEST SHALL BE CONDUCTED BY THE CRKKET COMMUMCATONS CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE OF WORK. GROUNDING NOTES 1-1/2" TYPICAL 3/8"s> (TYPICAL OF 20)—' EXOTHERMIC "CAD" WELD "ANDREW" #294820 GALVANIZED STAND OFF BRACKET WITH RED PLASTIC ISOLATOR "ANDREW" #294801 1/4" x 4" x 10" UNIVERSAL COPPER GROUND BAR - 5/8"0 (TYPICAL OF 2) — #2 SOLID TINNED BARE COPPER LEAD TO GROUND RING 3/8"0 GALVANIZED KWIK-BOLT 3 — EXPANSION ANCHORS WITH 1 5/8" MINIMUM EMBED INTO 7/16"0 PRE-DRILLED PILOT HOLE MINIMUM 2 3/8" DEEP. SPECIAL INSPECTION REQUIRED. I.C.C.-ES #ESR-1385 CONCRETE BLOCK- WALL REMOTE GROUND BUSS -TYPICAL OF 2) GenCore 5T48 and HSU Installation Utilizing Internal Ground DC Bus Figure 8-3:5T48 to Site DC Bus, Internal Ground 0 DC Output Terminals 9 Terminal Board 2 Site Voltage Sense Connections • -48VDC Loads O External Ground Connections O Internal Ground Connections 9 Site Ground GENCORE INSTALLATION eric et 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO. CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 TH &. IARFZ— WfLUrfM M. IOOT P.O. IOX 4A51. DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew) 04/07/09 PLANCHECK SUBMITTAL (raw) 04/07/09 BID SET (rew) SHEET TITLE ELECTRICAL DETAILS E-4 PROJECTS\crlck«t\BSH-3cd\BSH-3cE4.dwg SEE GROUNDING GENERAL NOTES DETAIL "5/E4" 3/4"0 UV-RESISTANT— SCHEDULE 40 PVC OR NON-METALLIC FLEXIBLE CONDUIT. EXTEND CONDUIT 2" BELOW GRADE #2 SOLID TINNED—x BARE COPPER \ GROUND RING \ (TYPICAL) \ FINISH GRADE #2 SOLID TINNED BARE COPPER GROUND LEAD TO GROUND BUSS GROUND ROD V (MINIMUM 3) ACCESS WELL FOR TEST LOOP. SEE DETAIL MINIMUM 12" (TYPICAL) RADIUS GROUND RING NO DETAIL THIS SPACE 10 / CONCRETE, STAINLESS STEEL / OR CAST IRON CAP MARKED / "GROUND" .-FINISH GRADE OR / FINISHED SURFACE #2 SOLID TINNED ' BARE COPPER GROUND RING GROUND ROD VHARDSCAPE WHERE / OCCURS 8"0 PVC OR PRE-CAST CONCRETE SLEEVE #2 SOLID TINNED BARE COPPER WIRE 'TEST LOOP" EXOTHERMIC WELDS (TYPICAL) NOTCH SLEEVE AS REQUIRED AROUND GROUND RING 3" OF CRUSHED GRAVEL BELOW WELDS. WELDS TO BE VISIBLE GROUND RING TEST LOOP NO DETAIL THIS SPACE 11 3/8"* "HILTI" STAINLESS STEEL KWIK-BOLT TZ EXPANSION ANCHOR WITH MINIMUM EMBEDMENT 2" INTO 3/8"0 PRE-DRILLED PILOT HOLE MINIMUM 2 5/8" DEEP SPECIAL INSPECTION REQUIRED. .C.C.-ES #ESR-1917 PROPOSED CONDUIT WITH CONDUIT CLAMPS 18" LONG "UNISTRUT" P1000T @ 48" O.C. MAX EXISTING CONCRETE TILT-UP WALL NO DETAIL THIS SPACE 12 cricket 4031 SORRENTO VALLEY BOULEVARD SAN DIEGO, CA 92121 PROJECT NAME PALOMAR AIRPORT FUEL CELL INSTALLATION PROJECT NUMBER HUB-1 2270 CAMINO VIDA ROBLE, SUITE I CARLSBAD, CA 92008 :: PL/INNING DRAWING DATES 04/07/09 PRELIM CD REVIEW (rew)04/07/09 PLANCHECK SUBMITTAL (rew)04/07/09 BID SET (rew) SHEET TITLE ELECTRICAL DETAILS E-5 PROJECTSS crtck.t\ BSH-3cd\ BSH-3cE5.dwg SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# £07/67 HV# £ BP DATE J_ Business Name CRICKET COMMUNICATIONS Project Address 2270 CAMINO VIDA ROBLE, STE. 1 Mailing Address 4031 SORRENTO VALLEY BLVD. Project Contact GEORGE MICE Business Contact GEORGE MICE City CARSLBAD City SAN DIEGO State CA State CA Telephone # f858) 882-6306 x Zip Code 92009- Zip Code 92121- APN# 213-050-47 Plan File* CB09-601 Telephone # (858) 926-8665 x The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. 2. Compressed Gases 6. Oxidizers 10. 3. Flammable/Combustible Liquids 7. Pyrophorics 11. 4. Flammable Solids 8. Unstable Reactives 12. Water Reactives Cryogenics Highly Toxic or Toxic Materials Radioactives 13. 14. 15. Corrosives Other Health Hazards None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Diego, CA92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE YES 1. IEl 2. D 3. [X] 4. D 5. D 6 PI REQUIRED. Expected Date of Occupancy: 2009-06-01 NO j'" ' """"" D Is your business listed on the reverse side of this form? (check all that apprjj). F) A T iT\ £3 Will your business dispose of Hazardous Substances or Medical Waste in ajiy amount? V /"% JL \~J n Will your business store or handle Hazardous Substances in quantities eqyal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins jn any quantity^ n n OfjnQ 03 Will your business use an existing or install an underground storage tank? '•: AiK & o L(J\JJ $3 Will your business store or handle Regulated Substances (CalARP)? •; ^ ^ Will your business use or install a Hazardous Waste Tank System (Title 22 |Article!traj£*"t C^/^S^oMCix [CASH CHECK»I<^-1 ' ,""~ s\s£* D CalARP Exempt/ Date Initials D CalARP Required / Date Initials D CalARP Complete / Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except derngjjtion,or renovation of residential structures of four units or less. Contact the APCD for more information. 1 . 3. 4. YES D D D NO Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf . and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1 ,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.qov/re/sd/: or contact the appropriate school district). Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: TELECOMMUNICATIONS EQUIPMENT FACILITY Briefly describe proposed project: add hydrogen fuel cell for backup ppwer to existing telcom equip. I declare under penalty of perjury that to the best of my knowledge and belief trie responses made hereiif George Hice Name of owner or Authorized Agent s trueS I correct.facility Signature of Owner or Authorised Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (04/07)County of San Diego - DEH - Hazardous Materials Division V1K SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# 207 BP DATE Business Name CRICKET COMMUNICATIONS Project Address 2270 CAMINO VIDA ROBLE, STE. 1 Mailing Address 4031 SORRENTO VALLEY BLVD. Project Contact GEORGE MICE Business Contact GEORGE MICE City CARSLBAD City SAN DIEGO State CA State CA Telephone # (858) 882-6306 x Zip Code 92009- Zip Code 92121- APN# 213-050-47 Plan File* CB09-601 Telephone # (858) 926-8665 x The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. 6. Oxidizers 10. 7. Pyrophorics 11. 8. Unstable Reactives 12. 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids Water Reactives Cryogenics Highly Toxic or Toxic Materials Radioactives 13. 14. 15. Corrosives Other Health Hazards None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Diego, CA92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: 2009-06-01 YES NO Is your business listed on the reverse side of this form? (check all that a|ply). Will your business dispose of Hazardous Substances or Medical Waste ^ any amoun!D D B D D D D Will your business store or handle Hazardous Substances in quantities 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxi squal to or greater than is in any Mr 3Will your business use an existing or install an underground storage tanH Will your business store or handle Regulated Substances (CalARP)? | EMsjetus #** /a®LMSS£CS Will your business use or install a Hazardous Waste Tank System (Title 12, ArtiSIKf? CASril^S ICASH D CalARP Exempt Date Initials D CalARP Required Date Initials D CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Ai Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition, permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. 1. YESD NO 2. D 3. 4. D D Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See th( APCD factsheet at http://www.sdapcd.orq/info/facts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)' (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.qov/re/sd/: or contact the appropriate school district). Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: TELECOMMUNICATIONS EQUIPMENT FACILITY Briefly describe proposed project: add hydrogen fuel cell for backup p/^er to existing telcom equi; I declare under penalty of perjury that to the best of my knowledge and belief the responses made herei (george Hice correct. Name of owner or Authorized Agent facility Signature of Owner or Author!;Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION^ BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD APCD APCD HM-9171 (04/07)County of San Diego - DEH - Hazardous Maleriiils Division THOMAS BROS COORDINATES 1127 E-4 SITE MAP (Page 1_of_UPFP# BUSINESS NAME CRICKET COMMUNICATIONS (PALOMAR AIRPORT BSH--H DATE Q4-Q9-Q9 BUSINESS ADDRESS 2290 CAMINO VIDA ROBLE. SUITE I. CARLSBAD. CA Commercial/Industrial ZIP CODE 92009 N O T F O R P U B L I C D I S C L O S U R E Commercial/ Industrial Staging Area (Parking Lot) OFFICE USE ONLY REVIEWED BY: DATE:. Cricket Communications Hydrogen Fuel Cell Enclosure (See Sheet 2) Commercial/ Industrial Cricket Communications Battery Room (See Sheet 2) Cricket Communications Equipment Room, Suite (See Sheet 2) > Commercial/ Industrial a. # i Soca / ' Commercial/ Industrial \^-±2Q' DEH:HM-952 (Rev. 07/02)County of San Dieuo Department of linvironmenUil Health THOMAS BROS COORDINATES 1127 E-4 SITE MAP (Page 2 of 2 ) UPFP# BUSINESS NAME CRICKET COMMUNICATIONS (PALOMAR AIRPORT BSH--H DATE 04-09-09 BUSINESS ADDRESS 2290 CAMINO VIDA ROBLE. SUITE I. CARLSBAD. CA ZIP CODE 92Q09 N O T F O R P U B L I C D I S C L O S U R E Staging Area (Parking Lot) * Hydrogen Storage Cabinet on Concrete Slab on Grade Fuel Cell Power Modules on Concrete Slab on Grade OFFICE USE ONLY REVIEWED BY: DATE: Cricket Communications Battery Room Existing Concrete Column Cricket Communications Equipment Room, Suite I DEH:HM-952 (Rev. 07/02)21 County of San Diego Department oI'Lnvironmcnui! Health BROKENlARROW COMMUNICATIONS Corporate Office P.O. Box 19153 Albuquerque, NM 87119 (505)877-2100 (505)877-2101 Fax www.bacom-inc.com Colorado Office 2200 W. 60th Ave., *1 Denver, CO 80221 (303)455-5154 (303)477-5120 Fax Nevada Office 2817 Barrel Cactus Drive Henderson, NV 89074 (702) 289-2805 (702)446-8104 Fax Northern California Office 101 Aldridge Rd., Unit 1 Vacaville, Ca 95680 (707)447-2469 (707)447-5974 Fax Southern California Office 5931 Sea Lion Place, Ste. 104 Carlsbad, CA 92008 (760)918-0551 (760) 918-0739 Fax Utah Office 1566 West 8390 South West Jordan, UT 84088 (801)566-5091 (801)566-7848 Fax April 25, 2005 To: All License and Permit Agencies State of California Listed below are the individuals duly authorized to pull permits in the State of California for the Broken Arrow Communications, Inc. Qualifying party Robert Nixon Denton. James Arbogast Edward Mason Dennis Olson Dustin Mason Mike Sebesta Mark Johnson Mike Murcko John Correll John Norris Donald Zollo Christopher Stump Steve Reisner Jose Acosta Justin Rynearson Jorge Moreno Should you have any questions please contact Robert Denton at the following number 505-877-2100. Robert N. Denton, President Robert N. Denton, Qualifying Party ™^ »• ~ "~l -^ L^^ OFFICIAL Paul j. Henderson NOTARY PUBLIC STATE OF NEW MEXICO- I )My Commission Expires:.- Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat... Page 1 of 1 'M~r Department of Consumer Affairs **"; ^ feOV Contractors State LioenseBoard Contractor's License Detail - License # 853651 *F* DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. » CSLB complaint disclosure is restricted by law (B&P.7.1.24.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. » Per B&P 7071,17, only construction related civil judgments reported to the CSLB are disclosed. * Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. '* Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: Business Information: Entity: Issue Date: Expire Date: License Status: Classifications: Bonding: Workers' Compensation: 853651 Extract Date: 06/04/2009 BROKEN ARROW COMMUNICATIONS INC 8316 CORONA LOOP NE ALBUQUERQUE, NM 87113 Business Phone Number: (505) 877-2100 Corporation 01/26/2005 01/31/2011 This license is current and active. All information below should be reviewed. DESCRIPTION B GENERAL BUILDING CONTRACTOR C-7 LOW VOLTAGE SYSTEMS cio ELECTRICAL CONTRACTOR'S BOND This license filed Contractor's Bond number 216822 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2007 Contractor's; Bonding History BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) ROBERT NIXON DENTON certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 01/26/2005 This license has workers compensation insurance with the TRU.C.rLlNSUMN.CE_EJ<.CHANG_E Policy Number: C15174642 Effective Date: 11/03/2008 Expire Date: 11/03/2009 Workers! CompensatiQn_HjstQ.ry Personnel list Conditions of Use | Privacy.Policy. Copyright © 2009 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 06/04/2009 CB090601 2270 CAMINO VIDA ROBLE I CRICKET- INSTALL 2 OUTDOOR FUEL CELLS a 1 STORAGE MODI u P nivi rr*u~oc-rr- -TO oc. Jt - ,0 Approved Building Planning Engineering F.O.G. HazMat APCD Forms/Fees CFD Fire FOG HazMar/APCD Health School Stormwater Date - Comments Building Planning Engineering Need? Application Complete? Fees Complete? N N