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HomeMy WebLinkAbout2200 FARADAY AVE; ; CB111344; PermitCity of Carlsbad 1635 Farac!ay Av Carlsbad, CA 92008 07-28-2011 Commercial/Industrial Permit Permit No: CB111344 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2200 FARADAY AV CBAD Tl Sub Type: COMM Lot #: 0 Status: Valuation: 2121206000 $100,000.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: FARADAY CORPORATE CENTER Plan Approved: REPLACE 2 PACKAGED VAY UNITS W/ 3 NEW VAV UNITS -NO Issued: Applicant: NATIONAL AIR& ENERGY 2053 KURTZ ST SD 92001 619-299-2500 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $645.93 $0.00 $419.85 $0.00 $0.00 $21.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4.00 $0.00 Inspect Area: Plan Check#: Owner: D L FARADAY LP C/O ORA ADVISORS LLC 220 E 42ND ST 27TH FLOOR NEW YORK NY 10017 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES ISSUED 06/21/2011 KG 07/28/2011 07/28/2011 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $51.00 $0.00 $0.00 $0.00 $0.00 ?? $1,141.78 Total Fees: $1,141.78 Total Payments To Date: $1,141.78 Balance Due: $0.00 Inspector: VV\.. ~S Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as '1ees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. ~[:: Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Plan Check NC£})-\·)~ ~ Est. Value (JO 0 ,; ~· CITY OF CARLSBAD JOB ADDRESS CT/PROJECT# DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Fax 760-602-8558 www.carlsbadca.gov SUITE#/SPACEII/UNIT# # BEDROOMS # BATHROOMS OCC. GROUP 2. 'P~~~O ·V.Jl\l VNt..-S: ;.0 Li' f.j VAV f3o;c2:-i· LO ~ APO~O IIA-i/ I/IV 1r.s EXISTING USE GARAGE (SF) ADDRESS CITY STATEfl '( ZIP 00\ FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE UC.# PATIOS (SF) DECKS (SF) FIREPLACE YESO. AIR CONDITIONING NOD YEsONoO APPLICANT NAME (Secondary Contact) ADDRESS CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR BUS. NAM1J ADDRESS CITY CITY BUS. UC.# FIRE SPRINKLERS YESONoO 0 lZ.it:3z.S (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structur , prior to its issuance, also requires the applicant for such permit to file a signed statement tnat he is licensed pursuant to the provisions of the Contractor's License Law !Chapter B, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penally of perjury one of the following declarations: D I have and will maintain a certificate of consent to self•insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the.work for which this permit is issued. My workers' compensation insurance carrier and policy r number are: Insurance Co. qOl-J}it,tJ f_,Aq£X, //JSt)flA ,l 1'f; Ct,, Policy No. t,u;Si) 2-f b Z4?'f304-f Expiration Date 3/r,/2, 012, This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addiUon to the cost of compensation, damages as pro d for in Section of the Labor code, interest and attorney's fees. 25 CONTRACTOR SIGNATURE OAGENT DATE ~/,:z; '2L)IJ I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. if, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor{s) licensed pursuant to the Contractor's License Law). I am exempt under Section ____ B,usiness and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes ONo 2. I {have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone / contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): 25 PROPERTY OWNER SIGNATURE OAGENT DATE Is the applicant or future building occupant required to submit a business,.lli2!l, 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 L_!No Is the applic~nt or future building occupant required to obtain a permit from the air pollution control district or alLlll!ality management district? [Jves D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes LJNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certlfythatl have read the application and state that the above Information ls 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 OSHA permit is required for excavations over 5'0' deep and demolition or consbuction of sbuctures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the f)rovisions 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 orwo?1rlzed b/2ch ~)J~uspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). JiS APPLICANT'S SIGNATURE /4 tf/7/ _;;;/?!,_ ~ _ DATE C,,/2/ / 2C) / I Inspection List Permit#: CB111344 Date lnsp~tion lte_ll1~ 08/22/2012 89 Final Combo 08/22/2012 89 Final Combo 08/22/2012 89 Final Combo 10/13/2011 89 Final Combo 10/12/2011 89 Final Combo 10/11/2011 49 Final Mechanical 10/07/2011 49 Final Mechanical 08/30/2011 89 Final Combo Type: Tl 08/18/2011 14 Frame/Steel/Bolting/Weldin Thursday, August 23, 2012 ---- COMM lnspe.<?J~r Act RI MC Fl MC co TP co TP CA TP CA TP CA· TP co TP PA FARADAY CORPORATE CENTER REPLACE 2 PACKAGED VAV UNITS WI 3 Comments FIRST AM STOP PLS 2ND STOP, SEE CARD 1ST STOP SAME CORR SEE NOTICE RE-SCH NOTICE ATTACHED RECEIVED INSPECTION REPORT FOR NEW UNIT PLATFORM ROOF REINF. DTL 7, 8, 9, 51 Page 1 of 1 r '~ Quality Assurance Firm'' VISUAL INSPECTION REPORT Project Name: ROCKSTAR SUITE 210 Proiect Address: 2200 FARADAY AVENUE CARLSBAD, CA Architect: MOBAYED CONSTRUCTION I Engineer: MOBA YED CONSTRUCTION General Contractor: MERZ CONSTRUCTION CO. Contractor Doing Reported Work: T.C. WELDING & ENGINEERING Lab. Receiving & Testing Constr. Mat'! Samples: NIA INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION "V Field Shop Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI " Structural Steel Grout Samples Cone. Mix/PSI Masonry Masonry Prisms All Thread Bolts Fireproofing Masonry Block Grout Mix/PSI Pile Driving Reinforcing Steel Mortar Type/PSI Roofing Fireproofing H.S. Bolts Specialty Asphalt Concrete " Electrode E-71T-8 Soils Technician Roofing " Steel A36 Bolt Pull-Out Steel Fireoroof Prestress Concrete High Strength Bolts Units Block Eooxv Bolt Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf. Tendons Mechanical Other Epoxy Electrical Other Other Batch Plant Other Other Inspection Date: 8-11-11 TESTING SERVICES & INSPECTION LNC. 3030 Main Street San Diego, CA 92113 (619) 214-9904 (619) 214-49:Jl Fax Approval Number: CV 111344 File Number: NIA Job Number: NIA Other: NIA Other: NIA INSPECTION CHECK LIST "V Plan/Specs " Clearances "V Positions -.J Sizes "V Laps Consolidation Torque Applied Tension Applied Epoxv Drilled Holes Corrective Action Corrections Complete PERFORMED FINAL INSPECTION ON SINGLE PASS FILLET WELDS PER DETAILS 7, 8, 9/S-1 ATTACHMENT OF ROUND STOCK TO BOTTOM TRUSS ANGLE AND TOP TRUSS CORD FROM LOCATION C-4 TO D-4 AND FROM C-4 TO C-5. TO INCLUDE WELDING OF REINFORCING ANGLE FOR OPENING DETAIL 2/S-1 AND CONFIRMED DIAGONAL WELDS PER DETAIL 7/S-l. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with a;~ specifications and ~licable sections of the building codes. This report only covers the locations of the work inspected and does not constitute engineering opinion or project c trol. ' INSPECTOR NAME: JUANR.DIAZ O=~ ~ CERTIFICATE NUMBER: 190 . ,l ~ :~ NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show up inimum for job cancellations. Overtime ffective on Saturdays, double time on Sundav SUBMITTED TO: C.O.D./CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT ' 3 ' '~ Quality Assurance Firm'' VISUAL INSPECTION REPORT Project Name: ROCKSTAR SUITE 210 Project Address: 2200 FARADAY A VENUE CARLSBAD, CA Architect: MOBA YED CONSTRUCTION l Engineer: MOBA YED CONSTRUCTION General Contractor: MERZ CONSTRUCTION CO. Contractor Doing Reported Work: T.C. WELDING & ENGINEERING Lab. Receiving & Testing Constr. Mat'! Samples: NIA INSPECTION MA T'L SAMPLING QTY MAT'L DESCRIPTION " Field Shop Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI v Sln!ctura! Steel Grout Samples Cone. Mix/PSI Masonry Masonry Prisms All Thread Bolts __ , , Fireproofing · Masonry Block Grout Mix/PSI · Pile Driving'. " ' ... Reinforcing Steel .. ' ,. Mortar Type/PSI Roofing Fireproofing H.S.Bolts Specialty Asphalt Concrete v Electrode E-71T-8 Soils Technician Roofing v Steel A36 Bolt Pull-Out Steel Fireoroof Prestress Concrete High Strength Bolts Units Block Eooxy Bolt Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf Tendons Mechanical Other Epoxy Electrical Other Other Batch Plant Other Other Inspection Date: 8-10-11 TESTING SERVICES & INSPECTION me. 3030 Main Street San Diego, CA 92113 (619) 2.14-9904 (619) 2.14-49.Jl Fax Approval Number: CV 111344 File Number: NIA Job Number: NIA Other: NIA Other: NIA INSPECTION CHECK LIST ,J Plan/Specs '\/ Clearances ,J Positions ,J Sizes ,J Laps Consolidation Torque Applied Tension Applied Epoxy Drilled Holes Corrective Action Corrections Comolete INSPECTED WELDING OF ROUND STOCK TO ANGLE TRUSS AT BOTTOM AREA AND AT 3/8" ROUND STOCK AT DIAGONAL ANGLE OF EXISTING TRUSS, SINGLE PASS FILLET WELDS WERE MEASURED FOR CORRECT SIZE, LENGTH IN CONFORMANCE WITH DESIGN DRAWINGS. WELDING NOT COMPLETED AT THIS TIME, STILL IN PROGRESS. 1-· ---· · --·--· -, , r ,, · j::ERTIFiCA "J::l.9N-Of _CQMPi.I~NCE; ~l oJ;l)~ reported work, .. unl;ss otherwise noted,.~~mplies with ~p -~~t. specifications a~d a~pf/cabl~ sections of the building codes. This ' reoort only covers· the locations of the work inspected and does not constitute engineering opinion or proiectZ~~~~~ PJ1 't-' iNSPECTOR NAME: JUAN R. DIAZ CERTIFICATE NUMBER: 190 NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show u/ minimum for job cance~ons. 0Ydtime effective on Saturdays, double time on Sunday SUBMITTED TO: C.O.D./CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT .,. DATE: July 26, 2011 JURISDICTION: Carlsbad PLAN CHECK NO.: 11-1344 EsGil Corporation In <Partnersnip witn government for <Bui(aing Safety SET: II PROJECT ADDRESS: 2200 Faraday Ave. CJ APPLICANT CJ JURIS. CJ PLAN REVIEWER CJ FILE PROJECT NAME: Faraday Corporate Center-Replace 2 packaged HVAC units with 3 new packaged HVAC units for VAV system. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. · ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted _for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Tony Brunelle of National Air & Energy, 2053 Kurtz St. San Diego, Cl\, 92110 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tony Bunelle Telephone#: 619 299 2500 Date contacted: (by: ) Email: TONYB@N/\TL/\IR.com Fax #: 619 299 2592 Mail Telephone Fax In Person D REMARKS: By: Glen Adamek EsGil Corporation IZI GA [ZI EJ [ZI CM (struct) Enclosures: 7/21/2011 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~-. Carlsbad 11-1344 July 26, 2011 A) On sheet M0.1 in the Packaged AC Unit Schedule Clearly show the minimum outside air amounts as per the MECH-3C form as follows: Proposed HVAC Unit# AC-1C AC-18 AC-48 Min. CFM outside air 2,280 2,865 2,685 8) Applicant to add branch circuit conductor sizing for AC-1 B & 1 C to roof layout, sheet E2. If smaller than 1/0 copper and 90 degree conductor type, sizing calculations will be required for review. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Glen Adamek at Esgil Corporation. Thank you. n DATE: June 29, 2011 JURISDICTION: Carlsbad PLAN CHECK No.:· 11-1344 EsGil Corporation In Partnersliip witli qovernment for <Bui{aing Safety SET: I PROJECT ADDRESS: 2200 Faraday Ave. CJ APPLICANT ~ CJ PLAN REVIEWER CJ FILE PROJECT NAME: Faraday Corporate Center -Replace 2 packaged HVAC units with 3 new packaged HVAC units for VAV system. D The plans transmitted herewith have been corrected where necessary and s·ubstantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. r:8J The applicant's copy of the check list has been sent to: Tony Brunelle of National Air & Energy, 2053 Kurtz St. San Diego, CA, 92110 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [:8J Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tony Bunelle Telephone#: 619-299-2500 Date contacted: u ( ~ f 11 (by: le..-) Email: TONYB@NATLAIR.com Fax #: 619-299-2592 t Mail/ Telephone./ Fax In Person [:8J REMARKS: The attached Carlsbad Special Inspection form must be completed and returned to the City of Carlsbad Building Dept. before the permits are issued. By: Glen Adamek EsGil Corporation 0 GA 0 EJ 0 CM (struct) . Enclosures: Carlsbad Special Inspection 6/23/2011 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .,. Carlsbad 11-1344 June 29, 2011 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 11-1344 OCCUPANCY: B? TYPE OF CONSTRUCTION: ? ALLOWABLE FLOOR AREA: SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/21/2011 DATE INITIAL PLAN REVIEW COMPLETED: June 29, 2011 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: office? ACTUAL AREA: ? STORIES: 2? HEIGHT: OCCUPANT LOAD: ? DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/23/2011 PLAN REVIEWER: Glen Adamek This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance_s enforced by the Planning Department, Enginee'ring Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 201 O CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of · the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. )J Carlsbad 11-1344 June 29, 2011 • GENERAL 1. · Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. The Structural Plans, Sheets S1 & S2, must be signed by Cmar M. Ali Mobayed, the Stc;ite licensed Structural Engineer Sealing the drawing and providing the Structural Calculations. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508,3/508.4. + Description of Use • Type of Construction • Sprinklers: Yes or No • Stories + Height • Floor Area • Occupant Load .J Carlsbad 11-1344 June 29, 2011 • ELECTRICAL 4. Submit plans showing the electrical systems serving the three now and/or replacement HVAC units. 5. GFCI protected receptacle outlets are required within 25 feet of all new mechanical equipment (heating, air-conditioning and refrigeration equipment). Please show on plans. NEC 210.63. 6. Indicate existing total main service load. 7. Indicate new additional loads. 8. Submit electrical load calculations. 9. Indicate existing main service size. 10. Submit plan showing location of all panels. 11. Submit panels schedules. 12. Indicate wiring method, i.e. EMT, metal flex. • MECHANICAL 13. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 14. On sheet M-1 and M-2 clearly show what ducting is being removed and what ducting is new and clearly show existing ducting to remain with no changes. • PLUMBING 15. Detail the primary and secondary mechanical condensate waste design for new AC-1C: Pipe sizing, routing, and termination areas. CMC 309.0 & CPC 807.0 ENERGY CONSERVATION 16. The mechanical drawings clearly show three new Packaged AC units (AC-1 B, AC-1C, & AC-4B) to be installed. The Energy design (MECH-forms) shows only two new HVAC units (AC-1 & AC-2.) Please correct to agree. CMC 403.0 & Title 24 121 (b)2 & (d). 17. Please include the "Occupancy Basis" ventilation calculations for the new Packaged AC units. Please include the higher occupancy loading for the conference rooms, meeting rooms and breakrooms. Carlsbad 11-1344 June 29, 2011 18. Corrected and signed MECH-1 forms must be provided. • ADDITIONAL 19. Please correct the Building Permit Application to clearly show two existing roof top HVAC units of VAV system to be removed and replaced by three new top HVAC units of VAV system. (No new VAV boxes.) 20. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 21. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Glen Adamek at Esgil Corporation. Thank you. 1 Carlsbad 11-1344 June 29, 2011 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Glen Adamek PLAN CHECK NO.: 11-1344 DATE: June 29, 2011 BUILDING ADDRESS: 2200 Faraday Ave. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier City"s Value Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I ,.. J Plan Check Fee by Ordinance , ,.. , Type of Review: 0 Complete Review D Repetitive Fee ~ Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. D Structural Only ----IHr.@• ($) 100,000 100,000 $645.93! $419.851 $361.721 Sheet 1 of 1 macvalue.doc + «~ ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 11-1344 Date: June 28, 2011 Project Address: 2200 Faraday Avenue APN: 212-120-60-00 Project Description: Replace (2) packaged vav units/add {1) Valuation: 100,000 ENGINEERING contact : Linda Ontiveros Email: linda.ontiveros@carlsbadca.gov Phone: 760-602-2773 Fax: 760-602-1052 0 RESIDENTIAL IZ] TENANT IMPROVEMENT 0 RESIDENTIAL ADDITION MINOR O PLAZA CAMINO REAL (<$20,000.00) 0 CARLSBAD COMPANY STORES O COMPLETE OFFICE BUILDING OOTHER: r··-··-··-··-··-··-··-··-·,·-··--··-··-··-··-··-··-··-··-··, OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT - BY: c<~ DATE: June28,2011 REMARKS: Notification of Engineering APPROVAL has been sent to via on -··-··-··-····-··-··-,··-··-··-···-···,---··-··-··-··-··-··-··-· E-36 Page 1 of 1 REV 4/30/11 «~w ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT 8-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: ·~ Building Permit D Right-of-Way Permit 1:1 My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge JS.. My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria CJ My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, D My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. "The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. 8-24 Project Address: Assessor Parcel No. Owner/Owner's Authorized Agent Name: Title: PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 11-1344 DATE 6/22/11 ADDRESS 2200 Faraday Avenue RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE OTHER -- PLANNER ~ ~ POOL/SPA COMPLETE OFFICE BUILDING SOLAR PANELS DATE &-cS\&-· / / ENGINEER~--------DATE ______ _ 11:\ADMIN\OOUNTER/PLANNING/ENGINEEillNG APPROVAI.S STRUCTURAl CAlCULAT~ON§ For FARADAY CORPORATE CENTER MECH'L EQUIPMENT ADDITION Prepared For: NATIONAL AIR & ENERGY Prepared By: MOBAYED CONSULTING GROUP 7940 Silverton Avenue, Suite 201 · San Diego, CA 92126 (858) 586-7855 * FAX (858) 586-7845 PROJECT NO.: DATE ISSUED: DATE IS 11012-1.10 05/19/2011 ! i ~/VS%\' M CC MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS \ZSZV 7940 SILVERTON AVENUE, STE. 201 SAN OEGO, CALIFORNIA 82126 la: [858] 586-7855 FAX: (858) 586-7845 i BASIU1~W ! ,_ t"U'.fAD: j: l 1 I --:t·-······ I re:~ ! PSF ! ROOF:i ! i . I Fuboi:is: + l I i ! F!SF ..... ,i.. .. I ' i ATTIC$: -I: ! i SP, Clfl;\L: T l I I i i ! JOB_......,( ...... l-=0=------(_2 _________ _ SHEETNO. _________ OF ______ _ CALCULATED BY s:: tY1 DATE s · 1 e · 1 / CHECKEDBV ________ DATE ______ _ SCALE i l -· i .. -l i I ! l ! ......... ,_ .. 01\4AR M0 l:lA-'W ED ---' SJ;. 41'84 .. .... --- ! I I I l I ' -~ Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 92008 Spectral Response Accelerations Ss and S 1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.01 deg grid spacing Period Centroid Sa (sec) {g) 0.2 1.251 {Ss) 1.0 0.472 (S1) Period Maximum Sa (sec) (g) 0.2 1.360 (Ss) 1.0 0.514 {S1) Period Minimum Sa (sec) (g) 0.2 1.075 (Ss) 1.0 0.408 (S1) Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 92008 Spectral Response Accelerations SMs and SM 1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D Period (sec) 0.2 1.0 Period (sec) 0.2 1.0 Period (sec) o.z 1.0 Centroid Sa {g) 1.251 (SMs, Fa = 1.000) 0.721 (SM1, Fv= 1.528) Maximum Sa (g) 1.360 (SMs, Fa = 1.000) 0. 770 (SM1, Fv = 1.500) Minimum Sa {g) LlGI \6MS,Fa:; LrJ/O, 0.649 (SM1, Fv = 1.592) J--- . .,, ... ! . :·. 1. . -.ci~:~rminous 48 States 2005 ASCE 7 Standard Zip Code =:: .. 9200$ .. .. ·z. Spectral Response Accelerations SDs and S01 SDs = 2/3 x SMs and S01 = 2/3 x SM1 Site··Glass,D Period Centroid Sa (sec) (g) 0.2 0.834 (SDs) 1.0 0.481 (S01) Period Maximum Sa (sec) o.r 0.907 1.0 0.514 Period Minimum Sa (sec) (g) 0.2 0.767 (S0s) 1.0 0.433 (S01) l,U u.t>4t:J {~M1, t-v = 1.592) L\ZSZ\ . MOBAYED CONSULTING GROUP M C G CONSULTING STRUCTURAL ENGINEERS '\ZSZS7 7940 SLVERTON AIJBIIUE, STE. 201 SAN DIEGO CAURJRNIA 92126 TB..: [858} 586-7855 FAX: (858] 586-7845 (IO/?. PA/l AOA-7' JOB _ ___;_; _ _:__-=,....;...-'---'-''-=-~---=:..-=--=---------3 SHEETNO. _________ OF, ______ _ ",... ,..,, 5,.( 2,. 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"1 __ , ...... ___ , ............ ?•· ...... . i i ! -~Technical Data Sheet for 40-ton JOB NAME JOB DESCRIPTION MODEL NUMBER UNIT TAGGING AV93D6(RTOOO) Rockstar 2200 Faraday , RDT045D REP.OFFICE SALESPERSON CUSTOMER ROOFTOP VERSION Climatec • San Diego NRC G~kE'ft(t·nATA Unit dimensions (H1'Wxl ins) Unit weight (lbs) Approval listing CASING DETAILS Insulation Liners Drain pan Doors Exterior ELECTRICAL DATA Unit voltage (V/Hz/P) MCA(amps) MROPD (amps) SCCR(kAIC} Field connection Control box location CONTROL DATA Temperature controls Airflow controls Auxiliary controls Starting options COMPRESSOR DATA Type I quantity-size Capacity control Compressor isolation Compressor kW (Total) Compressor amps CONDENSER DATA Circuits I Rows / FPI Fin material Coll guards Piping options Ambient operation Condenser kW (Total) Condenser amps (Each) Refrigerant type COOLING PERFORMANCE Rows/FPI Fin material Total capacity (Btu/hr) Sensible capacity (Btu/hr) Ambient(F) Entering db/ wb {F) Leaving db/ wb (F} Face area (ft2) Face velocity (ft/min) Refrigerant type 40-ton 40-ton I I / ~ ff.,,-'2.'f,92. 73.0 X 99.0 X 299.0 8225 ETUMEA 1 ins, 3/4 lb fiberglass Std. floor liner Stainless steel C'vll f1...,. cv.,,.,:., 4.79 It 'f" r-,-. Single lever access door on both sides of each air handling section. Beige polyester paint exceeding ASTM B117 salt spray test standard. 460/60/3 110.0 125.0 10.0 One internal power block Supply fan section DAC • BacNet MSTP comm card One duct static pressure sensor None Across line Scroll/ 4-10 4 Steps Rubber in shear 41.0 4--17.9 Mlcroehannel Aluminum Built in hail protection None Std. operation above 45F 4.5 2.0 R410A DRAW .. THRU 4/ 10 Aluminum 523682 383702 95.0/75.0 80.0/67.0 56.6/55.9 39.5 380 R410A Page 8 of 14 BLOW-THRU © McQuay lnternatlonal 2008, www.mcauay.com A Drawing fo_r 40-ton ---~---.. ·--. ···-------, I Opening A Condensate drain connecllon (1.5 MPl) B Return air Inlet C Discharge air outlet Dimensions measured fi'om t? ' ~7h C . ~ s " ~ (J '. [ ~ . .J. ~ .... ....l ""' Ptfv (' ' / I\ I>. '-' \LI 72.0 "' "" lllll I 1111 II ;i . '"' A'lllmt\\\l. DI/ 11111111\ \\'la I \ ... \ !.I X Y Z W(Wldth) H(Helght) 108.00 100.50 2.70 • 10.00 6.00 0.00 87.00 38.00 178.00 12.00 0.00 81.00 28.00 -,A, It I -, -~ =~ ~ I-C ~ f::::"' -'?" l;;;;;;i;; r h I~ <UW < sc:moct o.t1. ro4 n ~h () ~§ ~ - ~ !--r ~~ (7 . ---· 1( 8 0 DRAIN CON! 21 b.0 i~~.U r .i;· f V C..,J I 83.0 . I ,_ ,.... / 0 (Y) ~ ,-. 0 . l.O r--- ' \I! EW: PRAWN: UOBNAME: •UNifTAGGING; \\ODEL: \ "' } """ General Arrangement No Ends ' .}.: z McOu ~ 31-Janua,y-2011 {13:36) 'V ~ ay Rockstar2200 Faraday Y 40-ton x-- RDT04SD © McQuay International 2008. www.mcgua~.cooo Page 10of 14 ·~r--~~----=--------------------~:o-," ~ CURB & VENT MANUFACTURING, INC. (619) 258-1167 FAX (619) 258-1520 SHOP DRA WING/SUBiv.llTTAL FORM CUSTOMER: ______ _ DATE: ______ _ PROJECT: _____ _ ENGINEER: _____ _ ARCHITECT:. ____ _ MODEL: SEC 0814-3805 LSN2X2 NO. REQUIRED 1 HEIGHT DESCRIPTION/TAG/NOTES 14" 14ga construction 2x4 woodnailer Pa e: Rockstar 2200 Farada .doc 3/17 /20113:05 PM Pl!ICES &Sl'EClflCATI0NS SIJB)cCTTO CHANGE WITHOUT NOllCll 107 FAYIITlESTIU:ET EL CAJON, CA = .. · ...... ·-.):,~ ,..r------------------------------------,.-', u . \. l .. CURB & VENT MANUFACTURING, INC. (619) 258-1167 FAX (619) 258-1520 SHOP DRA WING/SUBJ\1ITTAL FORM CUSTOMER: ______ _ DATE: _______ _ PROJECT: _____ _ ENGINEE~------ ARCl-llTECT: ______ _ EQUIPMENT SUPPORTS MODEL: SES (W)-(H)-(L) B~SE SECTION --~· 2·· ,~·-~, ~s:ss:::::::s:s::d~~¥J ---BASEPLATE 1ar,, S'··>' ,,,·. ·:,.-,·, ·,·,·,.<-S-'3 s I,. ..,l • 18 GA ga}vanized steel • Unitized construction with integral base plate • Continuous welded seams • 2 X (W) nominal wood nailer • Cap/Counter flashing with lag screws • Internally reinforced to confonn with load bearing factors • Properly installed meets NRCA requirements NO. REQUIRED w H L s DESCRIPTION/TAG/NOTES 1 4" 12 3/s" 100" 2½" Page: Rockstar 2200 Faraday~2doc 3/17 /20113:39 PM PruCllS &SPECm<:ATIONSSUBJECTTO CIIANGJ, WITHOUT NOUCE lil7 FAYETl1i srnEET, EL CAJON CA 92!J21I ~ ~ ~ \:: ~ ~ G .... ...._ t .... o-~, o/~ ';) I ~ ---..... \.!, - .... -.,._ __ ....... -~ ISZV\ MCC VSIS7 MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, S1E. 208 SAN DIEGO, CALIFORNIA 92126 lEL: (858) 586-7855 FAX: {858) 586-7845 0,.32 0/0 JOB _ __,('--'-/____,0~/-'=2=------------ SHEETNO. ___ __,,.9::: ______ _ OF ________ _ CALCULATEOBY __ S'_M__. _____ DATE_5_,_/_8"--"_;,_/..:.../ __ CHECKED sy __________ DATE _______ _ SCALE ~ -/ .. ,···-·· 1 (~···-.. 1 .. ---:J---·----......... .._.....__,__.~-!-./--+-....---!--L-,..1 .. _·_..; ...... , ---~--~~~ ~·:f tZf 1:.t ~i----· 1 -·-~~ !.:: 1, i , r . , ............................... . i I i f 4 : ......... 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'f-' i 1...,..,,. o..,t 1---A:--A..t:f .......... 1A-..o .. i....... .... . •. c,.. ... i ...... .. •• 1 • ,,.., : : l:S ::::,0 vr;_ ~-,..._ /f : "'t"' LJ p. j .rrr'-' ., .! : 1TV'~: l""'tf1 l,,"-1 v·,~L.. .,,> i , 1 1 ! t ! 1 r i ~ 1 1 ,,., r f i ,! r ~ 1 1 j l t ; i 1 f J ! ! ! l i I I i ! l ! i I , ! ~ } i ! J ! ! ! ! i ~;'~~·-·-.-.,~' · 1~ -·~/ AAd,I WED, 4-MAY-2011 SUMMARY SL~~r,D DESIGN 19:30:29 PAGE 001 32LH210/0 40-0 0/0 J8 ------------------------------------------------------------------------------**LONGSPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT UTAH 15.3.3 **** UNFACTORED LOADS **** Mobayed Consulting Group 7940 Silverton Avenue, #208 -San Diego, Oaifomta 92126 . · ·T.858-586-7855F~586-7S4S MAIN TC UNIFORM (R) 210/0 TC UNIFORM (A) 0/0 96/96 TC V CONC l.00/1.00 LOAD CASES GENERATED: 1= 1. 000D+l. 000L 40-0 0/0 · ·D L B-3 0/0 31-9 0/0 t..1- 8-3 0/0 u~ 1-(" **JOIST LAYOUT** WORK LENGTH= 39-8 0/0 EFF DEPTH= 30.8944 BRNG DEPTH LT= 5 0/0 RT= 5 0/0 WP TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR 0-2 0/0 5-2 0/0 1-4 0/0 10@ 2-8 0/0 1-4 0/0 5-2 0/0 0-2 0/0 BCX HO~D BACK: LEFT STD TC EXTRA WEBS FROM BASELEN RIGHT STD 8-3 0/0 (STD EXT= 0-7 0/0) VERT REPL WEBS 2DL 4-0 0/0 2DR 4-0 0/0 DEFL LIM MAX MAINSPAN TL(240) LL(360) +1.98 +l.32 =-1.46 -=o.so **SEAT DESIGN** SEC LENGTH LEFT 222 SEAT o-6 0/0 SEAT WELD: LEFT= 3. 7" STD ---------------- ( SEC RIGHT 222 5. 0" avbl) JOIST IXX (IN**4) DEV 525. LENGTH SEAT o-6 0/0 RIGHT= 3. 7" STD ( 5. 0" STD CAMBER 0 5/8 avbl) **CHORD DESIGN** CHORD FY = 50000. PSI SPAN/TCRY= 385.3 ---------------- SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 204 L 2.00X2.00X0.148 40-0 0/0 1" 1.2250 3-0 0/0 BC 201 L 2.00X2.00X0.137 30-6 0/0 1" 1.2223 · o-0 0/0 ~ T, CH-tif\D ~13>.C~f\O REQ MP pp MP GOV REQ MP PP MP GOV AXIAL KL/R RATIO RATIO LC MEM AXIAL KL/R RATIO RATIO LC -r F -11725 73.8 0.7276 0.7056 -1--y-+13868 121.0 0.5874 0.4368 -y- 2 -11284 80.8 0.7147 0.5787 1 2 + 20997 161.3 0.7236 0.6613 1 3 -18651 36.0 0.5663 0.6691 1 3 + 24115 161.3 0.7687 0.7595' 1 4 -18145 27.6 0.7071 0.6257 1 4 + 23856 161.3 0.7687 0.7513 1 5 -18145 60.6 0.86~ 1 5 + 20215 161.3 0.7073 0.6367 1 6 -22975 ~g:;,-~~ 11J .. m~y 6 + 13172 121. 0 0. 5397 0.4148 1 7 -22975 8 F -24408 40 4 0.9502 0.9218 1 9 F -24408 4g/. 4 ·ti. 9502· 0. 9221 1 I . \_____ ~·-------~-~ /' ·--~ I. If LT/\.¼. p, WED, ASD DESIGN 4-MAY-2011 SUMMARY 51 ~~o ~ T,c.H-orP JJ.ov .··( '£f._) REQ MP PP MEM AXIAL KL/R RATI RATIO L 10 -22460 60.6 o.93 o .. Q ...... 9...6 .... a.P. 11 -22460 60.6 0.89 1 ~.9698 12 -17136 60.6 0.82 9 0.7462 13 -17136 60.6 0.760 14 -10842 80.8 0.8642 15 F -11472 73.8 0.8826 **WEB DESIGNw" WEB FY= 50000. PSI G)(l\<J--• ~ U~\,.L -OVT', REQ ~-t{ ~ ~f QTY _K_ KL/R AXIAL i 2 126 2* 1.00 179.0 + 13100. RATIO 0.8365 0.2021 0.8207 0.849 2DL 152 1 0.75 87.9 3 201 1 1.20 105.2 wE..,.,/ 4 126 1 1.00 180.4 ~ 3Tl 126 1 0.75 101.9 ... \/2 126 ' 0. 75 94.0 .!. 5 155 l 0.75 112. 9 6 126 1 1.00 180.4 ... V3 126 1 0.75 94.0 7 152 1 0.75 112. 4 8 126 1 1.00 180.4 V4 126 1 0.75 94.0 BR 126 l 1.00 180.4 7R 152 1 o. 75 112. 4 vs 126 1 0.75 94.0 6R 12 6 1 1.00 180.4 SR 155 1 0.75 112.9 V6 126 1 0.75 94.0 4R 126 1 1.00 180.4 3R 201 1 1. 20 105.2 2DR 152 1 0.75 87.9 ZR 126 2" 1.00 179.0 ------------------------- -- + - + -- + - + -- +. -- + -- + 1082. 5620. 6649. 1427. 784 0.1925 396 • 0.8496 274~ 0.3511 931. 0.2285 2229 0.5792 2229 .. l 0.2847 938. 0.2303 2229./ 0.2847 2 2 2 9 ·i O • 5 7 9 2 941.1 0.2310 3120-\ 0. 3984 4 2 8 0. \ .9...:_9173 9 7 6 • '-0....--2 3 9 5510. 0.7 7 5067. 0.7401 1492. 0.2787 12817. 0.8185 GOV LC -1 l 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19:30:29 PAGE 002 -Mobayed Consulting Group 7940 Silverton Avenue, 1208 . San Diego, California 92126 T.85S-586.-7855F.858-S86-1845 6193.7 LBS HR: TOP-LT 1548.4 LBS REQ WELD SIZE 8.1X0.109 1. 6X0.113 2.SX0.137 4.lX0.109 1.SX0.109 l. sxo .109 1. 9X0 .138 2.4X0.109 1. sxo .109 1. SXO. 113 2.4X0.109 1. sxo .109 2.4X0.109 1. sxo. 113 1. sxo. 109 2.4X0.109 2.lX0.138 1. sxo .109 3.4X0.109 2.SX0.137 1. 6X0 .113 7.9X0.109 AVBL WELD CLIP 10.7 4 . 0 .,..,.~------····---··--. . 4 . 4 -1 l"-. ' t... /, 0~ 4.3 -l,'"J-'f 1.,.'f-'/, N , ·. ./ 3. 8 --. ·------ 3. 9 4.3 4.3 3.9 4.3 \==;::::::;======- 4 · 3 . ~·1 Fl.lltc-1 3. 9. 4.3 WGt.9 >< 4 • 3 f toue.r r;, s,. F-A, i· (J t~ 1 AT'i4\,1f(E')WELf.1 .. f L£kr'T"i-f,A~ '2. _,S:' 4. I 3. 4.3 4. 4 4.0 10. 7 **BRIDGING REQUIREMENTS** -------------------------TC STRESS ALLOW LYY= 6.7 2 Rons HORIZONTAL FT **WEIGHT,COST,TIME** UNIT LABOR COST= 35.19 MATERIAL COST= 163.61 WT/FT= 9.68 LBS (TONS/LHR= 4.89) TOTAL WT= TOTAL COST= TOTAL TIME= 387.18 244.39 0.040 SURFACE AREA= 133.1 SQ-FT ______ , .......................................... , .... ----·---------·-----····· ............ _ ............................. ____ ................................. ------------·------··· ........... ,-..... ,. f TC 8-3 EXTRA WEBS VERT 4-0 REPL 1------, WEBS f : \ 4-0 t 0=32 0/0 I ·-4 10 • ,_, I P~~~~s lJ lJ l-WORKLEN+4" a 40· 0 0/0 l· 5-4 TCXL = 0-0 0/0 TOP CHORD 2 L 2.oox2.ooxo.14s TCXR = 0-0 0/0 BCXL"' o-7 0/0 BOTTOM CHORO 2 L 2.00X2.00X0.137 BCXR = 0-7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2 .. L 1. 2sx1. 2sxo·.109 8.lX0.109 V4 1· L 1.25Xl.2SX0.109 l.SX0.109 2DL 1 L 1.SOX1,50x0.113 1.6X0.113 BR 1 L 1.2sx1.2sxo.109 2.4X0.109 3 1 L 2.00X2,00X0.137 2,Sx0.137 7R 1 L 1.sox1.soxo.113 l. SX0.113 4 1 L l.25Xl.25X0.109 4.lX0.109 vs 1 L l.25Xl.25X0.109 1.SX0.109 3T1 1 L 1.2sx1.2sxo.109 1.SX0.109 GR 1 L 1.2sx1.2sxo.109 2.4X0,109 V2 l L 1.2sx1.2sxo.109 l.SX0.109 SR 1 L l.SOXl.SOX0.138 2.lX0.138 s l L 1.sox1.soxo.13s l.9X0.138 V6 l L 1.2sx1.2sxo.109 1.sxo.109 6 1 L 1.25Xl.2SXO.l09 2.4X0.109 4R 1 L 1.2sx1.2sxo.109 3,4XO,l09 V3 l l 1.25Xl.25X0.109 1.SX0.109 3R 1 L 2.00X2.00XD.137 2,SX0,137 7 l L l.SOXl.SOX0.113 l.SX0.113 2DR 1 L l.SOXl.SOX0.113 1.6XO, ll3 B l L l.25Xl.2SX0.109 2.4X0.109 2R 2* L l.25Xl.2SX0.109 7,9X0.109 9~~ Tbo f',./ei,...,.,-> MARK:. --···· . --------··· if .i' ---··---------fl!i!:1 ----------------?iii! if) --------lli~f i ---·---------. ;if j ....................................... Jrs· Q \ y fill SUMMARY SL WED, 4-MAY-2011 19;30:29 ' '"'f, --:-,-, • .-~· --~....,y ~"""""" .1 ... ... .. SUMMARY 51 32LH306/96 WED, 4-MAY-2011 ASD DESIGN 40-0 0/0 18:23:28 PAGE 001 J7 -----------------------------------------------------------------------------*~LONGSPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT UTAH 15.3.3 ---------------------------------------------------------------~--~-----------~\ ~ ,(o ~ OL\ ~ w,--r~vv-f .t:fvvt"t., , Mobayed Con$ulllng Group 7940 Silverton Avenue, '208 · San CiegO, Caifomla 92126 T.858-58&.-7855F.8"58-S86-7845 **** UNFACTORED LOADS**** MAIN TC UNIFORM (R) 306/96 • LOAD CASES GENERATED: 1= 1.000D+l.OOOL 40-0 0/0 **JOIST LAYOUT** WORK LENGTH= 39-8 0/0 EFF DEPTH= 30.8944 BRNG DEPTH LT= 5 0/0 RT= 5 0/0 WP TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR 0-2 0/0 5-2 0/0 1-4 0/0 10@ 2-8 0/0 1-4 0/0 5-2 0/0 0-2 0/0 BCX HOLD BACK: LEFT STD RIGHT STD (STD EXT= 0-7 0/0} VERT REPL WEBS 2DL 4-0 0/0 2DR 4-0 0/0 DEFL LIM MAX MAINSPAN TL(240) LL(360) +1.98 +1.32 -1.29 -0.40 **SEAT DESIGN** LENGTH SEC SEC LEFT 222 SEAT 0-6 0/0 RIGHT 222 SEAT JOIST IXX ( IN* *4) DEV 525. LENGTH 0-6 0/0 STD CAMBER 0 5/8 SEAT WELD: LEFT= 3.7" STD ( 5.0" avbl) RIGHT== 3.7" STD ( 5.0" avbl} **CHORD DESIGN** CHORD FY= 50000. PSI SPAN/TCRY= 385.3 TC BC TC MEM -1- 2 3 4 5 6 7 8 9 10 11 12 13 14 SEC 204 201 CHORD DESCRIPTION L 2.00X2.00X0.148 L 2.00X2.00XO~l37 REQ MP pp MP AXIAL KL/R RATIO RATIO F -11222 73.8 0.8753 0.7568 -10592 80.8 0.8569 0.5377 -16692 60. 6 0. 7472 0.7444 -16692 60.6 0.8051 0.7280 -21757 60.6 0.8746 0.9408 -21757 60.6 0.9095 0.9397 -23447 60.6 0.9226 1.0096 -23447 60.6 0.9226 1.0096 -21757 60.6 0.9095 0.9397 -21757 60.6 0.8746 0.9408 -16692 60.6 0.8051 0. 7280 _. 16692 60.6 0.7472 0.7444 -10592 80.8 0.8569 0.5377 F -11222 73.8 0.8753 0.7568 LENGTH CHRD GAP RYY 1.2250 l. 2223 LYY 40-0 0/0 1" 30-6 0/0 1" GOV BC REQ MP LC MEM AXIAL -1--1-+ 12857 1 2 + 19642 1 3 + 23024 1 4 + 23024 1 5 + 19642 1 6 + 12857 1 1 1 1 1 1 1 1 KL/R pp 3-0 0/0 0-0 0/0 MP RATIO RATIO 121.0 0.5257 0.4049 161.3 0.6852 0.6186 161.3 0.7384 0.7251 161.3 0.7384 0.7251 161.3 0.6852 0.6186 121.0 0.5257 C.4049 GOV LC -y- 1 1 l 1 1 V"-,---... \ ·~ ~ -- \, WED, 4-MAY-2011 18:23:28 PAGE 002 .:.., ~--···-· {)~ ASD DESIGN Mobayed Consultlng Group <(pD 79llO Silverton Avenue, "208 · J7 San Diego, CaUfomla 92126 T ~7855F .SSS.586-7845 -------------- **WEB DESIGN** WEB FY = 50000. PSI END REACTION= 6069.0 LBS HR: TOP-LT --------------- HL WEB SEC QTY K KL/R 2-126 2* 1.00 179.0 + 2DL 152 1 0.75 87.9 - 3 201 1 1.20 105.2 - 4 126 1 1.00 180.4 + V2 126 1 0.75 94.0 - 5 155 1 0.75 112.9 - 6 126 1 1.00 180.4 + V3 126 1 0.75 94.0 - 7 152 1 0.75 112.4 - 8 126 1 1.00 180.4 + V4 126 l 0.75 94.0 - SR 126 1 1.00 180.4 + 7R 152 1 o. 75 112.4 -vs 126 1 0.75 94.0 - 6R 126 1 1.00 180.4 + SR 155 1 0.75 112.9 - V6 126 1 0.75 94.0 - 4R 126 1 1.00 180.4 + 3R 201 1 1.20 105.2 - 2DR 152 1 0.75 87.9 - 2R 126 2* 1.00 179.0 + **BRIDGING REQUIREMENTS** TC STRESS ALLOW LYY= 7.2 FT 2 ROWS HORIZONTAL SURFACE AREA= 131.9 SQ-FT MIN VERT SHEAR= 1517.2 LBS REQ GOV REQ AXIAL RATIO LC WELD SIZE AVBL WELD CLIP 12538. 0.8006 -1 7.7X0.109 10.7 1487. 0.2778 1 1. 6X0. 113 4.0 4927. 0.7196 1 2.4X0.137 4.4 5330. 0.6808 1 3,3X0.109 4.3 972. 0.2386 1 1.SX0.109 3.9 4100. 0.8788 l 2.0X0.138 4.3 2940. 0.3755 1 2.4X0.109 4.3 936. 0.2298 1 1. 5XO .109 3.9 2184. 0.5675 1 1. SX0.113 4.3 2184. ·0.2790 l 2.4X0.109 4.3 934. 0.2293 1 1.SX0.109 3.9 2184. 0.2790 1 2.4X0.'109 4.3 2184. 0.5675 1 1. sxo .113 4.3 936. 0.2298 1 1. 5XO .109 3.9 2940. 0.3755 1 2.4X0.109 4.3 4100. 0.8788 1 2.0X0.138 4.3 972. 0.2386 1 1.SX0.109 3.9 5330. o .. 6808 1 3.3X0.109 4.3 4927. 0.7196 1 2.4X0.137 4.4 1487. 0.2778 1 1. 6X0 .113 4.0 12538. 0.8006 .1 7.7X0.109 10.7 **WEIGHT,COST,TIME** UNIT LABOR COST= 33.37 MATERIAL COST= 161.97 WT/FT= 9.59 LBS (TONS/LHR= 5.10} TOTAL WT= TOTAL COST= TOTAL TIME= 383.46 238.74 0.038 !1--- ------....................................................... ...... ........ ........................................................................................................... .............................. .. ............................................... _. _____ ................................. --------- VERT 4 .. 0 REPL t----~ • WEBS ' 4-0 t D=32 0/0 I S-4 10@ 2-8 5-4 I ~ ~ ~ . : l-WORKLEN+4'' • 40-0 o/o l- TCXL = o-0 0/0 TOP CHORD 2 L 2.oox2.ooxo.14s TCXR = 0-0 0/0 BCXL = o-7 0/0 BOTTOM CHORD 2 L 2.oox2.ooxo.131 ·BCXR"' 0-7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2* L 1.2sx1.2sxo.109 7.7X0.109 V4 l L 1.25Xl.25X0.109 l.SX0.109 2DL 1 L l,50Xl.SOX0,ll3 l.6XO. 113 8R 1 L l.25Xl.2SXO.l09 2.4X0.109 3 l L 2.00X2.00X0.137 2.4X0.137 7n 1 l l.SOXl.SOX0.113 1. SX0.113 4 1 L 1.2SX1.2SX0.109 3.3X0,109 vs 1 L l.25Xl.25X0.109 1. sxo.109 V2 1 L l,25Xl.25X0.109 1. SX0.109 GR 1 L l.2SX1.2SX0.109 2.4XO.l09 s 1 L 1.SOXl.SOX0.138• 2.0X0.138 SR 1 L 1.SOXl.SOX0.138 2.0X0.138 6 1 L l.25Xl.25X0.109 2.4X0.109 V6 1 L l.25Xl.25X0.109 l.SX0.109 V3 l L l.2SX1.25X0.109 1.SX0.109 4R 1 L l,25Xl.2SXO.l09 3.3X0,109 7 1 L l.SOXl.SOX0.113 1.SX0.113 3R 1 L 2.00X2.00X0.137 2.4XO.l37 8 1 L l.25Xl.25X0.109 2.4X0.109 20R 1 L 1.S0xl.50X0.113 l.6X0.113 2R 2" L l.25Xl,25X0.109 7,7X0,109 ~ ~ ~ "-''#or~ .,,i~ Jji{ j.P! MARK: i""i~i 4-MAY-2011 18: 23: 28 l 1 'iJ! ...................................................................................................................................... ______ ................. _ ............ _ ...................................................... --...................................................................... ..J ! ;1gf ~ ..... a.,·~~ -SUMMARY SL WED, ... _ .................... _.,. ..... _____ , \t" ! (XI ,, . ISZV\ MCG VSZSI MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, Sic. 20B SAN DEGO, CAUFOONIA 92126 Ta: (858) 586-7B55 FAX: (858) 586-7845 /Jo/2. JOB ______________________ _ SHEETNO •. ____ /_~------OF ________ _ CALCULATED sv ___ 'S_N)_._ ____ _ S,18, I J DATE--'--------- CHECKED BY __________ _ DATE _______ _ SCALE J...--+--+--1· -....... --·-.... , .............. .l .. 14J.orf, .... !U,../.IJ.d--} -............................ --+--t t l ••-•-, __ ,._,.. ,,_,_ ... ,., """'""" ,.,,,_,,. ... _,,,.-,..,;..----!--+--+--t•-.. ,.~,.,,-<.....__...._..,__,-_....,, .. __ ,____,,,.,.,.,., .. , ___ .,.,, -• I • ,,.,,,_,,, .. , .... ,,.,, ,,.,,., .. ,,, ....... •••• "''""" ,. ........ "'"''"'' __ ,_,,. ~y I I · ; I ....... --1----1 j ! i ======:-__ -_ .... ,. ~~~··::;.::~::·~· .:.-..... ....j •• 1-----4---+---!--1 ·-.. -.. , ........ ;,_ -======._ ----i-. -, . ---! .. J t ... )_._ j -. -·- -·--••••~--• i 1 . -c [~.~--; •••• -~~~1]~~::·~: ~= = :.~~J+t~ ~--, :~~ :~~ ll 1--;---1·-+---+t ~ I i I ! i i i f 1 ! l - .......... ··-·· ·-· .. ·+---t--t ;:.:ct Et 1 ttk~i!Zf771' DP, t:;:~·nt;·th.J +nt,~·s··-1--.. ·----r ........... ·---.. , .......... . ·-·-···------· !-lll~-~4L~\:tf: ·-i· ·-··········--- .......... i""'·--·· .......... i··tt· ....... 1§3·1rf:S·· .. f;~~4--JJ :·~/2:.· (' ....... frj··tf······ .. q·0 :48·i···· ...... · ........ -........................ .. ...... ·---··· .. (.......... 1 • ., l·· --·-i : i i · ·-...... ·(····;+---i--·-· .. t······ .. +-·-·.. .. .......... l ....... + ........ t ....... ( ........ ·r ................. · .. · ..... .. ...... . _ ___.t ............ -·· ................. ···-·--........................ (..;.,,v.a, ...... 4'-7.JtlE n~ .. -· A00.4,.i: .. -4$.LiOJ _. ..c.:r. .. -1 f2.i£ ~.o.; ..... ...i. .............................. ···----i I i i I i I i 1 I ! ; .......... ,. ,_ ..... ,_i:, .................. ,.,_, -··--··· .......... -i,--+-+--t---+, -+,--+j--i;-~-+--+-~.--,,;..--4-l_,..; _,..__...i ........ -1---!---J.;..._....j...-i-,-..,..J........,I ....................................... . +---+--l··........ ......... +-t (~ff' 4=o; ......... : ~--,.oJcif-P.fu'J --t ........ -,1............:---..1"--................... .. +---···-·-··· .... ,_ ........ _ .. , .... -.+----1--1---··-·"· ........... ! .......... --'"""" ! i .i!--i----.; ............ ·---··· ........... 1--......... _..J-_ .......... , ...... , .. ,_ -----· ! -----+--! ----. --.·.~:lr:~: --··· 1-·--+~~ ! ~--r~·::1Ll:~:-·.~ ~---···· ··--.--:--i--i _____ i~:~-=-. ·--· .. ---i--~·-~= ~~ ::= l J J ; .1---1--...... ,_,_ .......................... -................... · --·--· ...... , .. ,-+--+--+---I .......... -r .. -····~ ................... , ............... 1 .......... + ..... .J , , \ .......... i' .... .J ......... l .......... 'f'_···+·--··r ............ _ ....... _ ...... , ' ,.. .................. , l i ................... ; r .......... r·--·;' ........ ~ ...... ! Y.4?.1.~-~~-4 ........... Q,:$ .... ~.11... .. 4..S:'.1 .... tfrr...j ..... ~~4 .. ~ ... ·~-~.~ .. ~ ..... U.:f..&1 .... A::tQf,:.Qi , ......... Ft&.-· .Pd.4-. ~~ ! i , I i I l ! I ! I t I I I I l I (I I ! I l l I I l ) 4-MAY-2011 18:15:24 PAGE 003 Gll 27YG4N13.2/2.9 24-0 0/0 Gll *~JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT UTAH 15.3.3 -.. /') C)J /(\ . · · Mobayed Consullilg Group ·~ ~ f ' I ~ ' .-7940 Silverlon Avenue, #208 · **** UNFACTORED LOADS**** 1L t;..L- MAIN Tc V CONC 13.20/2.90 LOAD CASES GENERATED: 1= 1.000D+l.000L **JOIST LAYOUT** WORK LENGTH J 1-/ San Diego, California 92126 w/ AOOi:!-4' ~ ui p T.858-586-7855F..e58-586-184S 6-0 0/0 12-0 0/0 18-0 0/0 23-8 0/0 EFF DEPTH= 25.3124 BRNG DEPTH LT= 7 1/2 RT= 7 1/2 WP TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR o-2 010 3-10 010 2-o 010 6@ 2-o 010 2-n 010 3-10 010 o-2 010 BCX HOLD BACK: LEFT STRUT= DEFL LIM MAX MAINSPAN TL(240) 11(360) +1.18 +0.79 =o.a3 =o.1s **SEAT DESIGN** SEC LENGTH LEFT 322S SEAT o-6 0/0 SEAT WELD: LEFT= 5. 4" STD ----------------**CHORD DESIGN** CHORD FY = ---------------- 0-0 0/0 SEC RIGHT 322S ( 12. 0" avbl) 50000. PSI RIGHT STRUT= 0-0 0/0 JOIST IXX {IN**4) DEV 930. LENGTH SEAT o-6 0/0 RIGHT= 5 • 4 II STD ( 12. 0" STD CAMBER 0 1/4 avbl) SPAN/TCRY= 170.7 SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 304 L 3.00X3.00X0.281 24-0 0/0 1" 1.6401 BC 3Qg L 3.00X3.00X0.227 24-0 0/0 l?l" 1.6283 6-0 0/0 0-0 0/0 ,; ~A-0 ~ <.>,C#t:>11...p REQ MP PP MP GOV REQ MP PP MP GOV AXIAL KL/R RATIO RATIO LC AXIAL KL/R RATIO RATIO LC -1 =-35982 77.9 0.3732 0.5814 -1--1-+ 0 80.8 0.4576 0:-0000 -1- 2 -35982 43.9 0.5679 0.4297 1 2 _±_5..4.J...5.6-_8 8 0.7760 0.6964 1 3 -61014 43.9 0.6328 0.7285 1 (~67271 80.8 . 0.8555 1 4 -61014 43.9 o.6977 o. nas 1 4 + 61271 so.a ·u:-rrs-r· .s5s5 1 5 73529 43.9 O. 7626 0.8780 1 5 + 54T56° lri'.7~.6964 _l 6 -73529 43.9 0.7626 0.8780 1 6 + 0 80.8 0.4576 0.0000 1 7 -61014 43.9 0.6977 0.7285 1 S 61014 43.9 0.6328 0.7285 9 -35982 43.9 0.5679 0.4297 10 -35982 77.9 0.3732 0.5814 1 1 1 ' \ ~~_vrt ~ ..... 4 -MAY-2011 1 8 : 1 5 : 2 4 Gll SUMMARY 3G ~A;~S0lw-d* s PAGE 0 0 ll Mobayed Consulting Group · 7940 SIiverton Avenue, 1208 San Dtego,· Califom1a 92126 T .SSS-586-7855F .858-586-784 Gll **WEB DESIGN** WEB FY= 50000. PSI END REACTION= 19800.0 LBS HR: TOP-LT ------------;Ill~ MIN VERT SHEAR= 4950.0 LBS ~ REQ GOV REQ SEC QTY K KL/R AXIAL RATIO LC WELD SIZE AVBL WELD CLIP 210 °2* 1.00 85-:-0 + 41070. 0.9600 -1 14.8X0.188 15.0 15 5 1 1. 0 0 8 5 . 7 14 7 1 / .. ,0 :zfiif' 1 1. 7 XO . 13 8 4 . 6 206 2* 1.00 56.2 -2728~ 0.9514 11.3X0.163 12.1 155 1 1. 00 118. 0 + 909( '{)';;15··7··5r• 4. 4XO. 138 4. 9 155 1 1.00 85.7 -147~. 0.2126 ~ 1.7X0.138 4.6 206 1 1.00 88.3 -909i. 0.8759 l 3.BX0.163 5.0 155 1 1.00 118.0 + 909 . 0.7675 4.4X0.138 4.8 210 1 1.00 64.3 -1320 . 0.8348 4.7X0.188 5.2 155 1 1.00 118.0 + 909$. 0.7675 4.4X0.138 4.8 206 1 1.00 88.3 -9091. 0.8759 3.8X0.163 5.0 155 1 1.00 85.7 -147~. 0.2126 1.?X0.138 4.6 155 1 1.00 118.0 + 9095\ 0.7675 4.4X0.138 4.9 206 2* 1.00 56.2 27285\ 0.9514 l 11.3X0.163 12.1 15 5 1 1. 0 0 8 5 . 7 -14 7 1. \ --o· ;';tt2· o ~ 1 1 . 7 XO . 1 3 8 4 . 6 210 2* 1.00 85.0 + 41070. \_O._;}pOO. 1 14.8X0.188 15.0 ::;;i~;i;;-;~Q~i;;;;~;~:: ::;;i;i;~~;;;~~i;~:: (TONS/LHR= 6.36) -------------------------, ____ ] _____________ _ !· TC STRESS ALLOW LYY= 8.4 FT UNI'Jt' LABOR COST= 46.63 MA,tERIAL COST= 267.46 I WT/FT= 27.16 LBS 0 BC BRACES REQUIRED J • MATERIAL·COST= 267.46 \ 240 * RYY(BC) = 32.6 FT SURFACE AREA= 131.9 SQ-FT ---PANEL POINT LOAD SUMMARY---\ \ \ \, "-,_ pp NAME LC.if 1 ----======= 1 0.0 2 0.0 3 13200.0 4 0.0 5 0.0 6 13200.0 7 0.0 8 0.0 9 13200. 0 10 0.0 11 0.0 TOTAL WT= TOTAL COST= TOTAL TIME= 651.92 374. 72 0.051 WT/FT= 27.16 LBS ___________________ ....... -.... -............ _____ _ -------...................... -......... -.............. _______ _ ':s2[7'Sj?SL(St/SIZ:t BCXL . HALF PANELS MARK:' 4-0 TCXL = 0-0 0/0 BCXL = 4-0 0/0 WEB QTY SIZE 2 2" L 2.oox2.ooxo.1ss Vl 1 L 1.SOXl.SOX0.138 3 2* L 2.oox2.ooxo.163 4 1 L l.50Xl.50X0,138 V2 1 L 1,SOXl,SOX0,138 5 l L 2.00X2.00X-0.163 6 1 L 1.SOXl.SOX0.138 w~~ SUMMARY 3G BCXR 0=27 0/0 4-0 8 @ 2-0 WORKLEN+4"' -24-0 0/0 I TOP CHORD 2 L 3.00X3.00X0.281 TCXR = 0-0 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 4-0 0/0 WELD SIZE WEB QTY SIZE WELD SIZE 14.SX0.188 V3 1 L 2.00X2.00X0,188 4.?X0.188 1.7X0.138 6R 1 L 1.SOXl.SOX0.138 4.4X0.138 ll.3X0.163 SR 1 L 2.oox2.ooxo.1&3 3.SX0.163 4,4XO,l38 V4 1 L 1.SOXl,SOX0.138 l.?X0.138 l. 7X0,138 4R 1 L 1.SOXl.SOX0.138 4.4X0.138 3.BX0.163 3R 2'' L 2.00X2.00X0.163 l1,3X0.163 4,4X0.138 vs 1 L 1.SOXl.SOx0.138 1.7X0,138 2R 2* L 2.oox2.ooxo.1ss 14.SX0.188 ~)-7 WED, 4-MAY-2011 18:15:24 ·1 I ....................... ' ........................................ , ................................... , .......................................................................................................................................... ,................. .. ................................................. _ .... ., .................................. , ............................ -............ .. \~ :-1 l'j/J ~ff1 sijt'gf !if! ~IS· i fill (It . ,' G9 SUMMARY 3G 27YG4N12.3K ~D, ASD DESIGN 4-MAY-2011 24-0 0/0 18:15:24 PAGE 001 G9 ------------------------------------------------------------------------------*~JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT UTAH 15.3.3 h .. '" G 'L7 f'i \ . ~~:uwng GrotJJ) ~ CY. 7940 Silverton Avenue, '208. **** UNFACTORED LOADS **"!<* .._ .L'I. 1 ~ SarlOlego,CallfomJa92126 W>-f ppo,ev ---?· T~&-7~F.~784S MAIN TC V CONC 12.30/6.15 6-0 0/0 12-0 0/0 18-0 0/0 . LOAD CASES _GENERATED: 1= 1.000D+l.000L **JOIST LAYOUT** WORK LENGTH= 23-8 0/0 EFF DEPTH= 25.4405 BRNG DEPTH LT= 7 1/2 RT= 7 1/2 WP TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR 0-2 0/0 3-10 0/0 2-0 0/0 6@ 2-0 0/0 2-0 0/0 3-10 0/0 0-2 0/0 BCX HOLD BACK: LEFT STRUT= o-0 0/0 RIGHT STRUT= 0-0 0/0 JOIST IXX (IN**4) DEFL LIM MAX MAINSPAN TL(240) LL(360) +1.18 +0.79 =o.a2 =o.41 **SEAT DESIGN** SEC LENGTH LEFT 322S SEAT 0-6 0/0 RIGHT SEAT WELD: LEFT= 5. 0" STD {12.0" ----------------**CHORD DESIGN** CHORD FY = 50000. ---------------- TC BC SEC 302 258 CHORD DESCRIPTION L 3.00X3.00X0.250 L 2.S0X?,S0X0.250 DEV 846. STD CAMBER 0 1/4 SEC LENGTH 322S SEAT 0-6 0/0 avbl) RIGHT= 5. O" STD (12. 0" avbl) PSI LENGTH CHRD GAP 24-0 0/0 1" 24-0 0/0 1" SPAN/TCRY= 171. 4 RYY 1.6333 1.4400 LYY 6-0 0/0 0-0 0/0 PT LD= 12300 LBS@ TC MEM 6 MAY REQ STIFFENERS DUE TO OUTSTDG LEG OVERSTRESS TC REQ MP pp MP GOV BC REQ MP pp MP GOV MEM AXIAL KL/R RATIO RATIO LC MEM AXIAL KL/R RATIO RATIO LC -y--33360 77.7 0.3868 0.6149 -1--1-+ 0 97.7 0.4682 0.0000 -y- 2 -33360 44.1 0.5886 0.4615 1 2 + 50766 97.7 0.7939 0. 7125 1 3 -56567 44.1 0.6559 0.7825 1 3 + 62369 97.7 0.9568 0.8754 1 4 -56567 44.1 0.7231 0.7825 1 4 + 62369 97.7 0.9568 0.8754 1 5 -68171 44.l 0.7904 0.9430 1 5 + 50766 97.7 0.7939 0.7125 1 6 -68171 44.1 0.7904 0.9430 1 6 + 0 97.7 0.4682 0.0000 1 7 -56567 44.1 0.7231 0.7825 1 8 -56567 44.1 0.6559 0.7825 1 9 -33360 44.1 0.5886 0.4615 1 10 -33360 77.7 0.3868 0.6149 1 : " • if~~ ;-MA Y-2011 18:15:24 PAGE 0 0·2 ~®riwJ-°~9 Group SUMMARY 3G ASD DESIGN San on wnue,12oa Q~, Q~, i.858-~' Calif~a:92126 78SSF .858-586-784f G9 G9 ~ --------------* *WEB DESIGN** WEB FY = 50000. PSI END REACTION 18450.0 LBS HR: TOP-LT --------------MIN VERT SHEAR = 4612.5 LBS REQ GOV REQ HL WEB SEC QTY K KL/R AXIAL RATIO LC WELD SIZE AVBL WELD CLIP -2-210 2* 1.00 85.1 + 38122. 0. 8911 -1 13.7X0.188 15.2 -B- Vl 155 1 1.00 86 .1 -1363. 0.1981 1 1. 7XO .138 4.6 3 210 2* 1.00 56.6 -25364. 0.7497 1 9.lX0.188 9.8 4 155 1 1.00 118. 4 + 8455. 0.7135 1 4.lX0.138 4.9 V2 155 1 1.00 86.1 -1363. ·0.1981 1 1. 7XO. 138 4.6 5 201 1 1.00 88.2 -8455. 0.9987 1 4.2X0.137 5.1 6 155 1 1.00 118. 4 + 8455. 0.7135 1 4.lX0.13°8 4. 8 V3 206 1 1.00 64.4 -12300. 0.9189 1 5.lX0.163 5.2 6R 155 1 1.00 118.4 + 8455. 0.7135 1 4.lX0.138 4.8 SR 201 1 1.00 88.2 -8455. 0.9987 1 4.2X0.137 5.1 V4 155 1 1.00 86.1 -1363. 0.1981 1 1. 7XO .138 4.6 4R 155 1 1.00 118.4 + 8455. 0.7135 1 4.lX0.138 4.9 3R 210 2* 1.00 56.6 -25364. 0.7497 1 9.lX0.188 9.8 vs 155 1 1.00 86.1 -1363. 0.1981 1 1. 7XO .138 4.6 2R 210 2* 1.00 85.1 + 38122. 0.8911 1 13.7X0.188 15.2 B **BRIDGING REQUIREMENTS** **WEIGHT,COST,TIME** UNIT LABOR COST= 40.85 MATERIAL COST= 248.41 WT/FT= 25.11 LBS (TONS/LHR= 6.71) TC STRESS ALLOW LYY= 7.3 FT 0 BC BRACES REQUIRED 240 * RYY(BC} = 28.8 FT SURFACE AREA= 124.1 SQ-FT ---PANEL POINT LOAD SUMMARY PP NAME LC! 1 ==== ======= 1 0.0 2 0.0 3 12300.0 4 0.0 5 0.0 6 12300.0 7 0.0 8 0.0 9 12300.0 10 0.0 11 0.0 MATERIAL COST= 248.41 TOTAL WT= TOTAL COST= TOTAL TIME= 6D2.73 342. 72 0.045 WT/FT= 25.11 LBS ------···-.. ···········-· _............................................. _,...................................... ...................................................................... ... . ...................... _.,,,... • ................................................ 1 i i *~WStZSVSJZ BCXL BCXR 0=27 0/0 I ·-o IIACF ' <-0 l PANELS I ---8 @ -2-0 I WORKCE"'4'' -24· 0 0/0 TCXL = 0-0 0/0 TOP CHORD 2 L 3.00X3.00X0.250 TCXR = 0-0 0/0 BCXL = 4-0 0/0 BOTTOM CHORD 2 t 2.sox2.soxo.2so BCXR = 4-0 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2" L 2.oox2.ooxo.1ss 13. 7X0.188 V3 1 L 2.00X2.00X0.163 S.lX0,163 Vl 1 L l.SOXl.SOX0.138 l.7x0.138 6R 1 L 1.SOXl.SOX0,138 4.lx0.138 3 2* L 2.00X2.00X0.188 9.lX0.188 SR 1 L 2.00X2.00X0.137 4.2XO.l37 4 1 L 1.SOXl.SOX0.138 4,lX0.138 V4 l L l.SOXl.SOX0.138 1. 7XO.l38 V2 1 L 1.SOXl.SOX0.138 l,7X0.138 4R l L 1.SOXl.SOX0.138 4.lX0.138 s 1 L 2.00X2.00X0.137 4.2X0,137 3R 2* L 2.oox2.ooxo.1ss 9.lX0.188 6 1 L 1.SOXl.SOX0.138 4.lx0.138 vs l L l.50Xl.SOX0.138 1.7XO.l38 2R 2* l 2.00X2.00X0.188 13.7X0.188 g~~ G,?-, ()~ MARK' SUMMARY 3G :-t IP -----iPI _.............. . , .. ~>-· .............................. . ~ri .................................... ...1 :jil \~ Jii WED, 4-MAY-2011 18:15:24 ·------··-.. --·--··-····............. .. .......... _ ...................... ___ _ Appendix: E INVENTORY CONTROL SHEET VULCRAFT-UTAH OS# NS# Description #/FT AREA OS# SQ.IN. 2 1 ~;:-~ L1 X 1 X.109X 20' 0.700 0.206 108 3 .,.,-1 Hf, L1 X 1 X .109 X60' 0.700 0.206 109 110 7 ~L6 L11/4X 11/4 X .111 X20' 0.900 0.265 111 8 ·120 L11/4X11/4X.111X60' 0.900 0.265 · 112 9 'i20 L11/4X11/4X.133X60' 1.070 0.315 113 114 11 i?i L11/2X 11/2 X .113X 20' 1.109 0.326 115 14 "i ~~;:· L11/2 X 11/2 X .113 X 60' 1.109 0.326 116 16 ; 5-·~ -L11/2X11/2X .130X60' 1.270 0.373 117 17 "! 5~~. L 1 1/2 X 1 1/2 X .138 X 60' 1.340 0.395 18 ":!::,€ L11/2X11/2X.145X60' 1.410 0.414 202 19 :~;r L11/2X11/2X.155X60' 1.500 0.441 204 20 151$ L11/2 X 11/2 X .170 X 60' 1.640 0.481 206 208 . 21 2G(1 L2 X2X.137 X20' 1.800 0.529 22 201 L2X2X.137X60' 1.800 0.529 402 23 2c,1. L 2 X 2 X .148 X 60' 1.940 0.570 403 25 ::·!):; l2X2X.163X60' 2.130 0.625 404 26 ~i;::; L2X2X.175X60' 2.280 0.669 405 27 ~-~!,' L2 X 2X.187 X60' 2.430 0.713 406 28 -~ ~ : L 2 X 2 X .200 X 60' 2.580 0.760 407 29 i':"it! L 2 X 2 X .213 X 60' 2.740 0.807 408 31 ~~:(.(. L 2 X 2 X .232 X 60' 2.970 0.874 410 32 r?~~? L 2 X 2 X .250 X 60' 3.190 0.938 412 34 252 L21/2 X 2 1/2 X .197 X 60' 3.220 0.946 510 36 ~b-4 L2 1/2 X 2 1/2 X .212 X 60' 3.470 1.020 38 2St< L2 1/2 X 2 1/2 X .230 X 60' 3.740 1.100 606 39 255} L2 1/2 X 2 1/2 X .250 X 60' 4.100 1.190 607 608 40 -~.::~. L 3X2X .250 X 40' & 60' 4.100 1.190 609 610 42 2.:_:•: L 3 X 3 X .227 X 60' 4.450 1.310 612 43 .;f..:·. L3X3X.250X60' 4.900 1.440 46 ,~·.'! L 3 X 3 X .281 X 60' 5.470 1.610 801 48 .w,,. l 3 X 3 X .313 X 60' 6.100 1.780 802 803 51 :..,:,o L3 1/2 X 3 1/2 X .287 X 60' 6.560 1.930 804 52 :J!;2 L3 1/2 X 3 1/2 X .313 X 60' 7.200 2.090 805 54 3:.,..1. l3· 1/2 X 3 1/2 X .344 X 60' 7.790 2.290 806 57 :'l5iJ L3 1/2 X 31/2 X .375 X 60' 8.500 2.480 808 810 59 t.:f\,• L 4 X 4 X .375 X 60' 9.800 2.860 812 -~· .. ":: 61 ~f;t~ L4 X4 X .438X 60' 11.300 3.310 813 63 .11:~ L4 X 4 X .500 X 60' 12.800 3.750 814 815 84 b<: .. } L 5 X 5 X .438 X 60' 14.300 4.180 818 65 ~U6 LS XSX.500 X 60' 16.200 4.750 820 66 so~ L5X5X.563X60' 18.100 5.310 67 ~'i10 L5 X5X .625X 60' 19.930 5.859 851 69 512 L 5 X 5 X .750 X 60' 23.590 6.938 704 74 5'!0 L6 X6X .625X40' & 60' 24.200 7.110 705 75 i~1!! L 6 X 6 X .750 X 40' & 60' 28.700 8.440 76 t,f,i L 6X6X .875X 40' &60' 33.100 9.734 91 77 ,:,l(l L 6 X 6 X 1.00 X 40' & 60' 37.400 11.000 92 93 85 .~:~::, L8 X BX 1.000 X40' &60' 51.000 15.000 86 ·-}~;.:: L 8 X 8 X 1 .125 X 40' & 60' 56.900 16.734 OS# I Old Size Number NS# I New Size Number NUCCIR VULCRAFT GROUP . . : .... Page: E.1 NS# 1:3 i !~ ~r.1 2~: ;~1.l. ?P ··" .?.u j{; 3 . .! },\ ~t3i! ~-}~}~i •;;3& ~·:JS ~152 :.~53 <;~ Yfi?.$ i,::n 8~·. :·)rA: ::~:.'i fl;)~' YBl:i 97!~ r.:rrr ~-:-~. l:F?. ;?il!J !jet· ;:i!)! ;_:,);~ ~(!~: £;~;--:, ai~O C:06 o(fo ill<": a·r2 B :~1 ½~~ Bi5 !ll?. f~2~f i~S: ~~ ~3 ~:<o 64if ~tjfi i., -~.,: ~,~o t-i,~: Description #/FT AREA SQ.IN. (.500 1/2" Round x 40' 0.688 0.196 l.563 9/16" Round x 39' 0.845 0.249 1.625 5/8" Round x 39' 1.043 0.307 .688 11115• Round x 39' 1.260 0.371 .750 3/4ff Round x 38'-10 1.500 0.444 .813 13/16• Round x 40' 1.760 0.519 .875) 7/8' Round x 40' 2.044 0.601 .938) 15/16" Round x 40' 2.340 · 0.690 1.000} 1" Round x 40' 2.670 0.785 1.063111/16" Round x 40' 3.015 0.887 FLT 2 X 1/4 X 20' 1.701 0.500 FLT 4 X 1/4 X 20' 3.400 1.000 FLT 6 X 1/4 X 20' 5.100 1.500 FLT 8 X 1/4 X 20' 6.800 2.000 FLT2X 1/2 X 20' 3.400 1.000 FLT3X 1/2X20' 5.100 1.500 FLT4X1/2X20' 6.800 2.000 FLT 5 X 1/2 X 20' 8.500 2.500 FLT6 X 1/2 X 20' 10.200 3.000 FLT 7 X 1/2 X 20' 11.900 3.500 FLT8X 1/2X20' 13.600 4.000 Pl 1/2 X 10 X 20' 17.014 5.000 PL 1/2 X 12 X 20' 20.417 6.000 PL 5/8 X 10 X 20' 21.250 8.250 FLT6 X 3/4 X 20' 15.300 4.500 FLT 7 X 3/4 X 20' 17.850 5.250 FLT 8 X 3/4 X 20· 20.417 6.000 PL 3/4 X 9 X 20' 22.969 6.750 PL 3/4X 10X20' 25.521 7.500 PL 3/4 X 12 X 20' 30.625 9.000 FLT 1 X 1 X20' 3.400 1.000 FLT2X 1 X20' 6.800 2.000 FLT3X 1 X20' 10.200 3.000 FLT4X 1 X20' 13.600 4.000 FLT5X 1 X20' 17.000 5.000 FLT6X 1 X20' 20.400 6.000 FLT8X1 X20' 27.200 8.000 PL 1 X 10X20' 34.000 10.000 PL 1 X 12X20' 40.800 12.000 PL 1 X 13X20' 44.200 13.000 PL 1 X 14X20' 47.600 14.000 PL1X15X20' 51.000 15.000 PL 1 X 18 X20' 61.200 18.000 PL 1 X20 X20' 68.000 20.000 FLT 1 X 1 1/2 X 20' 5.100 1.500 C 2.5 X 3.90 X 60' 3.900 1.140 C 5x 9 x 60' 9.000 2.640 L 4 X 3 X .375 X 60' 8.454 2.484 L6X4X.500X60' 16.184 4.750 L 5 X 3 1/2 X .375 X 60' 10.368 3.047 L 5 X 3 1/2 X .500 X 60' 13.600 4.000 l 5 X 3 X .375 X 60' 9.800 2.859 L 5 X 3 X .500 X 60' 12.800 3.750 Rev # .!li. Date 3-02-09 Q, A. Sup,•r. 8111 f'oyton Engr. Mgi-. Bruce Brotjlerscn Prod. Mgr. Jeff Matthes \ ) JOa _ _,_/....:...(~(!J::.....:._/-:2:=-:-,---------- MOBAYED CONSULTING GROUP ~ U-sHEET NO. ,,t.--f-OF CONSULTING STRUCTURAL ENGINEERS -~--~-+--------------1\:XX/ r-AA 5 /'0 ·---7940 SILVERTON AVENUE, STE. 208 CALCULATED BY ~,.., DATE • o , I/ SAN DIEGO, CALIFORNIA 92126 __;;;,..___;_::::c,__:__L_ __ TEL: [858) 586-7855 FAX: (858) 5B6-7845 CHECKED BY DATE _______ _ LSZV\ M C C---;;...;;;.;;.;;,;;.;;;.;;;;;;..;;;;.::,;~ SCALE , r ,c::.l 1 ! Pb, 1 ...... i ri .d. ..,.+ 1 ,,,!.._ rJ / 1 ?l pk;-c) 1?1i lt 1 g t>71L r cw;, , M ,µ 1 . ! ) I ! l , i ! i i .. i . .,.; / 1 /: .; 1 ' ' ; " 1 ......... · ......................... A ..... -::-·' ......... J .... y..:x ....... ,4 ... 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IZ I ,----.., l iu I --+-·• l I I I c,. ___ .. 1. .. ---··-··-····------------..., I • i~ i"I 11 al1 •I . Ill ;1 (( f ;11 r-~ ~ 'H .tp> '•t •11 .. I I· I I;' ~•s • I !ff !Ii ~ • . ' ' .. • • ITT IJ r i i i r Jr.t< T ....... l .a--.tl Jr ... ~ ,Ir ... ~- 111 .I u ' I J_I ~I .l.l i T - .; : • ' .. ii !1 ~ ·1 I! .,i_ Sg, l ,I! .i J . f . . I· 'i j fh •i fr: ,f .! ~ ! ~l Ill . \, ~ . :"' .. .. ~r U. •I; I ! ff ! i~r ,J !!Ii ; ll i ii! . ·di . ... !J,l ', i i i • H . ' .., , ..Pt':f1 ~ = J .I. . i 1t_1~ ! ' .. . § I II 1 .. ;? ,. l'l • ,, .,,. -------···------·-·"". BUILDING ENERGY ANALYSIS REPORT PROJECT: FARADAY CORPORATE CENTER 2200 FARADAY AVE. CARLSBAD, CA 92008 Project Designer: Report Prepared by: HADI MAHZARI ENERGY CONSUL TING GROUP 8015 BALBOA AVE. SAN DIEGO, CA 92111 858-268-0660 Job Number: Date: 7/12/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EneravPro 5. 1 by EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Cover Page Table of Contents TABLE OF CONTENTS Form MECH-1-C Certificate of Compliance Form MECH-2-C Air & Water System Requirements Form MECH-3-C Mechanical Ventilation Form MECH-4-C HVAC Misc. Prescriptive Requirements Form MECH-MM Mechanical Mandatory Measures EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 2984 1 2 3 9 10 11 14 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date FARADAY CORPORA TE CENTER 7/12/2011 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2200 FARADAY AVE. CARLSBAD 52,200 nla GENERAL INFORMATION Buildina Type: liZI Nonresidential [J High-Rise Residential [J Hotel/Motel Guest Room [J Schools (Public School) D Relocatable Public School Bldg. 121 Conditioned Spaces [J Unconditioned Spaces (affidavit) Phase of Construction: [J New Construction D Addition [J Alteration Approach of Compliance: [J Component [J Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags AC-1C D D /i.e. AC-1 RTU-1 HP-1) Eauioment Tvoe3: Packaged VAV D D Number of Systems 1 D D Max Allowed Heatina Caoacity1 312, 156 Btu/hr D. D Minimum Heatina Efficiency1 78%AFUE D D Max Allowed Cooling Capacity1 701,118 Btu/hr D D Cooling Efficiency1 10.4 EER D D Duct Location/ A-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer Diff. Temp (Integrated) D D Thermostat Setback Required D D Fan Control Variable Speed D D FIELD INSPECTION ENERGY CHECKLIST Eauioment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags AC-1B D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe3: Packaged VAV D D Number of Systems 1 D D Max Allowed Heating Caoacity1 375,650 Btu/hr D D Minimum Heatina Efficiency1 78%AFUE D D Max Allowed Coolina Caoacity1 773,462 Btu/hr D D Coolina Efficiencv1 10.4 EER D D Duct Location/ A-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer Diff. Temp (Integrated) D D Thermostat Setback Required D D Fan Control Variable Speed D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paqe 3 of 14 CERTIFICATE OF COMPLIANCE and (Part 1 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date FARADAY CORPORATE CENTER 7/12/2011 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2200 FARADAY AVE. CARLSBAD 52,200 n/a GENERAL INFORMATION Buildina Type: liZI Nonresidential [J High-Rise Residential [J Hotel/Motel Guest Room [J Schools (Public School) [J Relocatable Public School Bldg. !ti Conditioned Spaces D Unconditioned Spaces {affidavit} Phase of Construction: [J New Construction [J Addition [J Alteration Approach of Compliance: [J Component [J Overall Envelope TDV [J Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags AC-4B D D (i.e. AC-1 RTU-1 HP-1) Eauioment Tvoe3: Packaged VAV a a Number of Svstems 1 a a Max Allowed Heatina Caoacitv1 471,900 Btu/hr a a Minimum Heatino Efficiencv1 78%AFUE a a Max Allowed Cooling Caoacity1 907,611 Btu/hr a D Cooling Efficiencv1 9.5EER D D Duct Location/ R-Value R-4.2 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer Diff. Temp (Integrated) D D Thermostat Setback Required a a Fan Control Variable Speed a a FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags D D {i.e. AC-1, RTU-1, HP-1 l Eauioment Tvoe3: D D Number of Svstems a a Max Allowed Heatina Caoacitv1 [J [J Minimum Heatinr:i Efficiency1 D [J Max Allowed Coolina Caoacitv1 a a Coofinr:i Efficiencv1 D Cl Duct Location/ R-Value a Cl When duct testing is required, submit a D MECH-4A & MECH-4-HERS Economizer D a Thermostat Cl D Fan Control D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split}, VAV, HP (Pkg or split}, Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 4 of14 CERTIFICATE OF COMPLIANCE and (Part 2 of 5) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name I Date FARADAY CORPORA TE CENTER 7/1212011 Discrepancies: EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 5 of 14 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5) MECH-1C Project Name I Date FARADAY CORPORATE CENTER 7/12/2011 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed fonm and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10·103(b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-SA MECH-6A MECH-7A MECH-llA MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume & Air Control Supply Valve Water Variable Demand For Single-Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Enuinment Renuirinn Testino or Verification Qtv. VAV&CAV Unitarv Ducts Controls DCV VAV Test Reset Control Control McQUA Y RDT045D 2 121 IZI D @ D 121 D D D D McQUA Y RDT075D 1 121 121 D !ii D 121 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D C! D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 6af14 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1C Project Name I Date FARADAY CORPORATE CENTER 7/12/2011 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Eauioment Reauirina Testina Otv. for DX Units Air& Zone Svstems Svstems Test Performed Bv: McQUA Y RDT045D 2 0 0 0 0 McQUAY RDT075D 1 0 0 0 0 0 0 0 0 0 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 0 0 0 0 D D D 0 0 0 D D D D D 0 D D D D D 0 0 0 D D D D D 0 D 0 D 0 0 D D 0 0 D D 0 0 D D D D D D D D D D En=,,Pro 5.1 bv EneravSoft User Number. 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 7of14 CERTIFICATE OF COMPLIANCE (Part 5 of 5) MECH-1C Project Name I Date FARADAY CORPORA TE CENTER 7/1212011 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. IIH1 M;/l??M/ Name HAD/ MAHZARI Signature Company ENERGY CONSUL TING GROUP Date 7/12/2011 Address CEA# 8015 BALBOA AVE. CEPE# City/State/Zip SAN DIEGO, CA 92111 Phone 858-268-0660 The Principal Mechanical Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • This Certificate of Compliance identifies the mechanical features and performance specifications required for compliance with Title-24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. /) -,..... Name ANTHONY BRUNELLE Signature /4,;_,.n: :~~¼_ Company NA T/ONAL & AIR & ENERGY Date 7-12-2011 Address 2053 RUTZ STREET License# 706889 City/State/Zip SAN DIEGO, CA 92110 Phone 619-299-2500 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the 2008 Nonresidential Manual. Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. 121 MECH-1C Certificate of Compliance. Required on plans for all submittals. 121 MECH-2C Mechanical Equipment Summary is required for all submittals. 121 MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. 121 MECH-4C Fan Power Consumption is required for all prescriptive submittals. EnergyPro 5. 1 bv EnergySoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Page 8of 14 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date FARADAY CORPORA TE CENTER 7/12/2011 Item or System Tags Indicate Air Svstems Type (Central, Sinale Zone, Package, VAV, or etc ... ) /i.e. AC-1, RTU-1, HP-1) ., AC-1C AC-1B AC-4B '' -• Number of Systems 1 1 1 Indicate Paae Reference on Plans or Schedule and indicate the annlicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/al 78%AFUE 78%AFUE 78%AFUE Cooling Equipment Efficiency 112/al 10.4 EER 10.4 EER 9.5EER HVAC Heat Pump Thermostat 112/bl, 112/c) n/a nla nla Furnace Controls/Thermostat 112/cl, 115/al nla nla n/a Natural Ventilation 121/bl No No No Mechanical Ventilation 121/b) 2,280 cfm 2,865 cfm 2,685 cfm V AV Minimum Position Control 121/cl No No No Demand Control Ventilation 121/cl No No No Time Control 122/e\ Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122/e) Setback Required Setback Required Setback Required Outdoor Damper Control 122/f\ Auto Auto Auto Isolation Zones 122/n\ nla n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl n/a n/a nla Proposed Heating Capacity 144/a & bl 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Cooling Load 144/a & b\ 490, 782 Btu/hr 541,424 Btu/hr 635,328 Btu/hr Proposed Cooling Capacity 144/a & bl 460,638 Btu/hr 450,085 Btu/hr 606,958 Btu/hr Fan Control 144/cl Variable Speed Variable Speed Variable Speed DP Sensor Location 144/cl Supply Pressure Reset (DOC only) 144/cl Yes Yes Yes Simultaneous Heat/Cool 144/d) No No No Economizer 144/el Diff. Temp (Integrated) Diff. Temp (Integrated) Diff. Temp (Integrated) Heat Air Supply Reset 144/f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(fl Warmest Zone Warmest Zone Warmest Zone Electric Resistance Heating 1 144/al Air Cooled Chiller Limitation 144/i) Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144/k\ 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5. 1 by EnergySoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Page 9 of 14 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Date FARADAY CORPORATE CENTER 7/12/2011 MECHANICAL VENTILATION (§121 (bl2I REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N Min CFM REQ'D Design 50%of Max. of Design Condition CFM MinCFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply BX0.4 H,J,K, Air Transfer Zone/Svstem lft'l ft' BXC Peoole Person EXF DorG CFM CFM CFM/tr 300CFM Setpoint Air AC-1C 15,200 0.15 2,280 152.0 15.0 2,280 2,280 2,280 AC-1C Total 2,280 2,280 AC-1B 19,100 0.15 2,865 191.0 15.0 2,865 2,86t 2,865 AC-1B Total 2,86t 2,865 AC-4B 17,900 0.15 2,685 179.0 15.0 2,685 2,68t 2,685 AC-4B Total 2,68t 2,685 Totals Column I Total Design Ventilation Air C Minimum ventilation rate oer Section 8121, Table 121-A. E Based on fixed seat or the areater of the exoected number of occuoants and 50% of the CBC occupant load for earess ourooses for soaces without fixed settina. H Reauired Ventilation Air /REQ'D V.A.l is lhe laraer af the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS /Column Dor Gl. I Must be areater than or eaual ta H or use Transfer Air /column N) to make up the difference. J Desian fan sunolv CFM /Fan CFMI x 50%· or the deslan zone outdoor airflow rate oer 8121. K Condition area lft21 x 0.4 CFM / tr; or L Maximum of Columns H J K or 300 CFM M This must be less than or eaual to Column Land areater than or eaual to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air {Column H) is greater than the Design Minimum Air {Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air {Column Hl and the Desian·Minimum Air (Column Ml, Column H minus M. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCade: 2011-07-12T12:27:48 ID: Paae 10of 14 FAN POWER CONSUMPTION MECH-4C Project Name I Date FARADAY CORPORA TE CENTER 7/12/2011 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume (VAV) Svstems when using the Prescriotive Approach. See Power Consumption of fan S144Cc. A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans ,ex m Supply Fan 15.000 91.0 % 100.0 % 1.0 12,297 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 12,297 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 15,000 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2\ W/CFM 245 Pascal then enter SP. on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP1 8\ Calculate Fan Adiustment and enter on line 6. 6) Fan Adiustment = 1-( SP.-1) / SP1 C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.820 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 11 of14 FAN POWER CONSUMPTION MECH-4C Project Name I Date FARADAY CORPORA TE CENTER 7/12/2011 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume /VAV\ Svstems when usina the Prescriotive Aooroach. See Power Consumption of fan !i144Cc . A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans CCX D) Supply Fan 15.000 91.0% 100.0 % 1.0 12,297 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) TOTAL FAN SYSTEM POWER /WATTS, SUM COLUM Fl 12,297 of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 15,000 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX {Row 1 / Row 2) W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SP1) on Line 5. 4) SPa 5) SP, Bl Calculate Fan Adjustment and enter on line 6. 6) Fan Adiustment = 1-( SP a -1 ) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 0.820 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exc·eed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 12of 14 FAN POWER CONSUMPTION MECH-4C Project Name I Date FARADAY CORPORA TE CENTER 7/12/2011 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Svstems or Variable Air Volume /VAV) Systems when usinQ the Prescriptive Approach. See Power Consumption of fan &144<c . A B C D E F Efficiency Peak Watts Design Brake Number of BX E X746/ Fan Description HP Motor Drive Fans (CXD) Supply Fan 25.000 91.7% 100.0 % 1.0 20,338 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) 1) of the Energy Standards. TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM Fl 20,338 2) SUPPLY DESIGN AIRFLOW (CFM) 28,000 A) If filer pressure drop (SP a) is greater than 1 inch W. C. or 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 21 W/CFM 245 Pascal then enter SP a on line 4. Enter Total Fan pressure drop across the fan (SPr) on Line 5. 4) SPa 5) SPr Bl Calculate Fan Adiustment and enter on line 6. 6) Fan Adjustment -1-( SP.-1 l / SPr C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.726 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paae 13 of 14 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name I Date FARADAY CORPORA TE CENTER 7/12/2011 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup caoabilities that orevent the loss of the device's orooram and time settino for at least 1 0 hours if cower is interruoted; or 18. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(g): square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off indeoendentlv of other isolation areas; and shall be controlled bv a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees For higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121 (e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121 (f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the buildino or soace shall be certified as meetino the Acceotance Reouirements for Code Comoliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EneravPro 5. 1 bv EneravSoft User Number: 2984 RunCode: 2011-07-12T12:27:48 ID: Paqe 14of14 Carlsbad 11-1344 June 29, 2011 SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 •N1Nw. carlsbadca. g<N In accordance with ChaJ1ter 17 of the Califo111ia Building Code the following must be com1>leted when work being 11elformed 1·e,1uires s)lecial ins11ection, stmctural observation and construction material testing. Project/Permit ________ Project Address· 2200 FARADAY AVE, CARLSBAD, CA A. llllS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner- Builder CJ. (If you checked as owner-builder you must also complete Section B of this agreement) Name: (Please pnnt,___S_H_A_H_RA_M ________________ H_E_S_A_B_I _____ _ (la;~ Mailing Address· 2053 KURTZ STREET, SAN DIEGO, CA 92110 Email· SHAHRAMH@NATLAIR.COM Phone: (619) 299-2500 I am the: a Property Owner OProperty Owner's Agent of Record DArchitect of Record ~nglneer of Record State of California Registration Numbe .... r_M_2_8_9_15 _______ Expiration Date: __ 6_-_3_0_-2_0_1_2 __ AG REE MENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special Inspections, structural observations, construction materials testing and off-sire fabrication of building components, as prescribed In the statement of special inspections noted on the approved plans and, as required by the California Building Code. Si~nature: <_:'.5': /j;f,~ Date: __ 7_/1_9_/2_0_1_1 ____ _ B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder/ owner-builder. Contractor's Company Name: NATIONAL AIR & ENERGY Name: (Please print) ANTHONY R lf,1.1~ Mailing Address: 2053 KURTZ ST, SAN DIEGO, CA 92110 Email: TONYB@NATLAIR.COM Please clleck If you are OV1ner-Bullcler Cl BRUNELLE (La;~ Phone: (6~_,9)·299-2500 '\ State of California contractor's License Number-· _70.c..6.c..8.c..8;....c9 _____ Expiration Date: 5-31-2013 • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans: • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reportin and the distribution of the reports; and • I certify tha will ha ualifie r ithin our (the contractor's) organization to exercise such control. /4f~~ ~--~vv PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov ~ CITY OF CARLSBAD B-18 Project Address: Permit No.: Information provided below refers to wor~ being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains....................................................... 0 New building sewer line? ......................................................................................... Ves __ No ....2S.._ Number of new roof drains? •••••..........•.••.•••••••.•.•..••••••••.•••.••.••.•••••••.•.....•....•.••••••••••......••••••••••••.••.••.... _-.!I2_ Install/alter water line? •.....••••••••••••.•.•.....••.•••••••••••..•••••••....•..•.••.•.••••••••••••••••••••..••••••..•.•.....••••••••••••••••••• __Q__ Number of new water heaters? ......................................................................................................... __Q_ Number of new, relocated or replaced gas outlets? .................................................................... _Q_ Number of new hose bibs? •.••••..•.•...............•.•.•.....•..•...•.................................•..•..•....•••••••••.....•........... _o_ Tenant Improvement/Remodels: Number of Panels 0 Amps per panel NA- Remodel only -(relocate/add outlets/switches ) .................................... Ves___ No X New Construdion: Number of new panels or subpanels? ........................................................ .J::i,&::. Amps per Panel: Single Phase ............................................................................................ Number of new amperes __ Three Phase .............................................................................................. Number of new amperes __ Three Phase 480 ..................................................................................... Number of new amperes __ Number of new furnaces, A/C, or heat pumps? ............................................................................ -L New or relocated duct worR? .......................................................................... Ves X No __ _ Number of new fireplaces? •.•••.••.•.................•.•.•...................•.............................................•............... ~ Number of new exhaust fans? ......•.•.•••.•.......•....••••..........•••••••••....•..........•....•..................................... _Q___ Relocate/install vent? •.•••••••••••••••••••••••••••••••..••.•••••••••••••••••••.••••••••.•..•.......•.•••••••••••.......••.••••••••.•••••••••.•••• _o_ Number of new exhaust hoods?........................................................................................................ 0 Number of new boilers or compressors? ........................................................... Number of HP C) B-18 Page 1 of 1 Rev. 03/09 CB111344 2200 FARADAY AV FARADAY CORPORATE CENTER REPLACE 2 PACKAGED VAV UNITS W/3 NEW VAV t-21-11-a,;,<k ai G°jZ/ 0 ~Q ~ 6t,?0.s. 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