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2744 LOKER AVE W; ; CB070108; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-10-2007 Commercial/Industrial Permit Permit No: CB070108 Building Inspection Request Line (760) 602-2725 Job Address: 27 44 LOKER AV WEST CBAD St 100 Permit Type: Tl Sub Type: INDUST Parcel No: 2090813300 Lot#: 0 Status: ISSUED Valuation: $148,120.00 ConstructionType: NEW Applied: 01/16/2007 Occupancy Group: Reference #: Entered By: LSM Project Title: SPINAL ELEMENTS-ADD 3712 SF Plan Approved: 04/10/2007 FROM STE 101 TO ST 100,520 SF REMODEL OFFICE/WAREHOUSE Issued: 04/10/2007 Inspect Area: Applicant: BRANDON SMITH 3674 LOUISIANA ST SAN DIEGO 92104 760 805 7130 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 $697.48 $0.00 $453.36 $0.00 $0.00 $31.11 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Check#: Owner: RAM BUILDING OWNERS L LC 55 INDEPENDENCE CIR #201 CHICO CA 95973 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee 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 $0.00 $0.00 $0.00 $0.00 $673.00 $0.00 $0.00 $0.00 $464.00 $0.00 $0.00 $35.00 $39.50 $0.00 $443.08 $0.00 $0.00 ?? TOTAL PERMIT FEES $2,836.53 Total Fees: Inspector: $2,836.53 Total Payments To Date: $2,836.53 Balance Due: FINAL APPROVAL Date: _s-,,-3~ .-c77 Clearance: ------ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exoired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad . CA 92008 FOR OFFICE USE ONLY PLANCHECKNO. ~ 07-108 EST. VAL. /ff,/~() Plan Ck. Deposit <~3, 3G Validated Ba _ _,----=---,---- Date (/~ I l<o/o) l # Description of Work SQ. FT. # of Stories # of Bedrooms # of Bathrooms /g~~fm_A~1~;0t£~~J~~k~~~J~ts~J;;e;;1:,;)~f~~~:::~~ , Name Address City State/Zip Telephone# Fax# 1tr:r!S~~~~~ci£r~e~~~~~~ri,~';sr~~~~~Pi~e~~~-t"""·';""''-'.'!,..,,::~-;----i,.,.,:;"""t'1 {4;,.~ ",J~~o~~~-c.i-it,7'-.}:~;,:~, -, ~-~: --~~~.~~~-:. ;; ;.;:~·~·~'!.:-·:~: --~~ .ri-~:.:!:>·?:, t( .. ;:.~~);_/, t-... ;~~=~~iis2£~~ JYtM 1t1r~rt.JlA-J1orJ1tV %22:s &t!Mt PA: :M~Jµfts1 St,11€=£ CAe4~5-1Jo C/f: o/2QDB Name Address City State/Zip ' Telephone# l!t;.,,:jfoN.~C,'l'.O,R.',t~-o)!Mtiv t!~M~-."": . ',:' .,:. ~-; -~' ,'' :, ,, . ~"7'7~;;£f,'"',:'""·~"" .. :"".,"",:_,_,,..~--r.\; ... ""· .,_'"'·::-;"";;,,°"'.·""',;c",..,_:~_'""'c'·--·:""';. -"",;:""·L.,,..; ;-,,_""'.:,"'v.=,-,..,,,.-~] (Sac. 7031.5 Business and Professions Coda: Any City or County which requires a permit to construct, alter, Improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that ha is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Coda] 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 penal of not more than five hundred dollars [$500)). ,tJJ/.S ·ie--I l 51 •1Al .tT t; ·o,,- Name Address City State/Zip State License# __ ....,..,,...._.,....._..,..,. Ucense Class_.,... _______ .., @f).SMl'Jl-1 p~S11nJ.C' oPl:'fL/Jt,t/J/14/Jfl m; 5AJJ :01sG-6--0 Designer Name Address City · City Business License# __________ _ ?t\; ;1z;otf State/Zip Telephone # State License# _______ _ 0~~!~~~£~~~~~~~~:=::::r:::~~:~;~: fol')Vhich this permit is issued. 2f I have and will maintain worker's compensation, as required by Section 3700 of the labor Cod~, for the performance of the work for which this permit is issued. My worker's compansatio~suranca carrier and policy number are: ,. /. • /~ 0 Insurance Companpt.fiE" Cttll(-l'e$,f.71()/'{+#3~ Polley No.OCJt:MJ L ~ tJ Expiration Date O lj O If O ~ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 1 CJ CERTIFICATE OF EXEMPTION: I certify that In the performance of the work for which this P~IT."lt Is issued, I shall not employ any parson in any manner llo as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to aecu orke ' compamsatlon coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100,000), In a ~· ,.....,-,, ost of co satlon 11gea are provided for In Section 3708 of the Labor Code, Interest and attorl\a~~~·:: 711GNATURE 2..bv' -DAT;;//lfl.it?L '"" t71!.= ::~·.9 :,P ~~~~~-r--~:t ,4~~: .. :~,-y~:-~ ~ ,t:: ~ ~6/ ;-~·-.-~-:.;~~zr;'t,<,:-:~i r ~!?~-'-f;;-:§;;, :=~-"~-·~,r:.,~~~1~:f~;~~h~/;.gi:f.:·~:~·~·~5;/;?~~~~;s.ii I hereby a am exempt from the Contractor's License Law for the following reason: Cl I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure Is not intended or offered for sale (Sac. 7044, Business and Professions Code: The Contractor's 1-lcense 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 ha did-not build or Improve for the purpose of sale). CJ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sac. 7044, Business and Professions Coda: 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). CJ I am exempt under Section _______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. CJ YES CJ NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following parson (firm) to provide the proposed construction (include name I address I phone number/ contractors license nurpber): 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 number/ /ontractors license number):----------------------------------------- 5, I will provide some of the work, but I have contracted (hired) the following parsons to provide the work indicated (include name /address/ phone number/ type of work): PROPERTY OWNER SIGNATURE ______________________ ___; ____ DATE __________ _ WHITE: File YELLOW: Applicant PINK: Finance iSE~MIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 ~!S~~~-qq~~~!,,,~~~!l5!fi'!!~~r~~~Z1:~:ii~~J;£~3';z~;~~-:f:XfU;l Is the applicant or Mure building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505,.25533 or 25534 of the Presle),'-Tanner Hazardous Substance Account Acfl Cl YES at NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management dlstrlcfl Cl YES J2!(_ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Cl YES 'IIJ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING. THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~:1~ -~~~~~~~?;~:-t:~~[:!1~ '}?~fJ:r.~~:~-;~~1,£Eia I hereby that there Is a construction lending agency for the performance of the work for which this permit is Issued ec. 3097(1) Civil Code). LENDER'S NAME ________________ _ LENDER'S ADDRESS ___________________ _ ~~~-P~ltt"t9iB.llf~~?:,:t~::.:::=t..:¾1?,·~~::,~~:.;.~i,%.,t~~·;;!'.'~i~::,;1-~~iJt~~:~t::-,:rf t.1~U:;J"~~~~l!.~~~~ I certify that I have read the applfcatlon and state that the above Information Is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives 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, JUDGEMENTS, 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 of 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit Issued by the building Official . nder the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from t e ate of such permit or if the building or work authorized by such permit Is suspended or abandoned at anytime after the work is commenced for a period of 180 days (Sectlo 10 .4.4 Uniform Building Code). · APPLICANT'S s1GNAruRE____;::;:.<...,""""---1i::..~-4--~-=~~:._-____________ DATE_,_··_/_/_. _2_0_0_=/-.,__ ___ ....,__ WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 05/29/2007 Permit# CB070108 Inspector Assignment: RB Title: SPINAL ELEMENTS-ADD 3712 SF Description: FROM STE 101 TO ST 100,520 SF REMODEL OFFICE/WAREHOUSE Sub Type: INDUST --- Typ.e:TI Phone: 7608016248 Job Address: 2744 LOKER AV WEST Suite: 100 Lot: 0 Location: Inspector: OWNER RA M BUILDING OWNERS L L C Owner: RA M BUILDING OWNERS L L C Remarks: ENTER THROUGH BACK DOOR Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds ----- Requested By: JOHN Entered By: JANEAN Associated PCRs/CVs Original PC# lns12ection History Date Description Act lnsp Comments 05/08/2007 17 Interior Lath/Drywall AP RB COMPLETED 05/08/2007 84 Rough Combo AP RB 05/04/2007 14 Frame/Steel/Bolting/Welding AP TP BTWN 106 & 107 04/25/2007 84 Rough Combo PA RB T-BAR OK@ RMS 104 & 105 04/19/2007 84 Rough Combo CA RB on t-bar 04/16/2007 17 Interior Lath/Drywall PA RB OK@ WALL FRM OFFICE TO WAREHOUSE 04/16/2007 18 Exterior Lath/Drywall WC RB. 04/11/2007 14 Frame/Steel/Bolting/Welding PA RB SEE JOB PLANS 04/11/2007 24 Rough/Topout WC RB 04/11/2007 34 Rough Electric PA RB SEE JOB PLANS 04/11/2007 44 Rough/Ducts/Dampers WC RB EsGil Corporation In (Partnersliip witli government for (}3uifaing Safety DATE: April 5, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-108 SET: III --...i;;;:1-Bt-r. N REVIEWER D FILE .., PROJECT ADDRESS: 2744 Loker Avenue, Suite 100 PROJECT NAME: Spinal Elements TI D D D D D [:g] D The plans transmitted herewith have been corrected where necessary and substantially cornply with the jurisdiction's building codes. "\ ·,. ' The plans transmitted herewith will substantially comply with the jurisdiction·s·-building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have si9nificant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the a-p.plicant contact person. ~ The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 03/28/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ·~· DATE: March 20, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-108 EsGil Corporation In c:Partnersli.ip witli. (jovemment for <J3ui[aing Safety SET: II PROJECT ADDRESS: 2744 Loker Avenue, Suite 100 PROJECT NAME: Spinal Elements TI D l\P PLICANT ~RIS. / D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building 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. !ZI The applicant's copy of the check list has been sent to: Brandon Smith 2674 Louisiana Street San Diego, CA 92104 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ~~l.ndon Smith Telephone#: 760 805 1730 Date contacted: Jr{IJ·J (qy: ~ ) Fax#: 619-923-3218 Mail ~~one D REMARKS: Fax /4 Person By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 03/13/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 tf "' Carlsbad 07-108 March 20; 2007 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 07-108 PROJECT ADDRESS: 2744 Loker Avenue, Suite 100 SET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 03/13/07 REVIEWED BY: Bryan Zuppiger FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: March 20, 2007 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarificationi modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit new sets of prints to: See item 31 next page. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previ9us plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo ,t • " Carlsbad 07-108 March 20; 2007 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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. 3. The new HVAC units exceed 400Ibs., please provide an analysis for the existing roof framing from an engineer or architect licensed by the State of California. UBC Section 1632.1. Please place the details from the structural calculations on the plans. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. DATE: January 26, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-108 EsGil Corporation In (J!artnersliip w'itli government for <Buifaing Safety SET:I PROJECT ADDRESS: 2744 Loker Avenue, Suite 100 PROJECT NAME: Spinal Elements TI D APPLICANT ~R_}§::) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building 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. i:gj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Brandon Smith 267 4 Louisiana Street San Diego, CA 92104 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. i:gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Brandon Smith Telephone#: 760 805 1730 Datecontacted:f2fott{b~) Fax#: c;,q_ qd-3-3J-{ 8 Mail Telephone VFax In Person D REMARKS: By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 01/19/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Car\sba4 07-108 January '26, 2007 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 07-108 OCCUPANCY:B TYPE OF CONSTRUCTION: VN SPRINKLERS?: yes JURISDICTION: Carlsbad USE: office ACTUAL AREA: 4232 ft2 OCCUPANT LOAD: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 01/19/07 DATE INITIAL PLAN REVIEW COMPLETED: January 26, 2007 PLAN REVIEWER: Bryan Zuppiger FOREWORD {PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code; Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. 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. 106.4.3, 1997 Uniform 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carl$bad, 07-108 January 26, 2007 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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. 2. Please show the Tl project square footage at a conspicuous location on the plans. All documents; plans, T24 and permit application must reflect the same square footage. 3. The new HVAC units exceed 400Ibs., please provide an analysis for the existing roof framing from an engineer or architect licensed by the State of California. USC Section 1632.1. 4. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. 5. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. 6. WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. 7. The UFER ground may only be a copper conductor for commercial and industrial electrodes. Rebar is allowed for residential use only up to 200 amperes. 8. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. 9. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. City Policy. Carlsbad 07-108 Janriary '26, 2007 The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 20~, 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 Bryan Zuppiger at Esgil Corporation. Thank you. ~ ' ,, -. Carlsbad 07-108 Janliary' 26, 2007 JURISDICTION: Carlsbad VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 07-108 PREPAREP BY: Bryan Zuppiger DATE: January 26, 2007 BUILDING ADDRESS: 2744 Loker Avenue, Suite 100 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: office BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. ti 4232 34.37 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance j ... j Plan Check Fee by Ordinance I ...,. I Type of Review: Complete Review D Structural Only 0 Repetitive Fee CG Repeats Comments: 0 Other D Hourly ------~I Hour * Esgil Plan Review Fee ($) 145,454 145,454 $688.241 $447.361 $385.41 j macvalue.dot .,. Cit of Carlsbad BUILDING PLANCHECK CHECKLIST ~~~~IN'R~'fL[( mfil-L{¥t\'l f><\j I s~rnr,~ NO.: PROJECT DESCRIPTION: 1t CBQ1-(0fJ ASSESSOR'S PARCEL NUM-BE'-'-R-: -f-,:-@~--{)=-0~{---07-=-0--c:0---ES_T_. V-A-LU_E_: __,{.,....Lffl-,-=-(2"""'"0 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please s~ attached report of deficiencies marked wi D. ake necessary corrections to plans or specifica ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: FOR OFFICIAL USE ONLY _J_~='?ERING AUTHORIZATION TO ISSUE !3UILDING PERMIT· ATTACHMENTS D. Dedication Application 0 Dedication Checklist 0 Improvement Application 0 Improvement Checklist 0 Future Improvement Agreement 0 Grading Permit Application 0 Grading Submittal Checklist 0 Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet Date: ENGINEERING DEPT. CONTACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 @ D D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C .. Existing Street Improvements D. Property Lines E. Easements 2. Show on site plan: A. Drainage Patterns F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B .. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D 3. Include on title sheet: '4ite address If:(" ~ssessor's Parcel Number e:' Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION C:ISave stuff here\BUILDING PLANCHECK CKLST FORM.doc 2 Rev. 7/14100 ,, BUILDING PLANCHECK CHECKLIST 1 sr 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D D rzf D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15,000 , pursuant to Carlsbad Municipal Code Sectior) 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the C:\Save stuff here\BUILDING PLANCHECK CKLST FORM.doc 3 Rev. 7/14/00 D D D D D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: ___________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. ?a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan preRared by a registered Civil Engineer must be submitted together with the cohlpleted application form -attached; NOTE-: -'fhe--Grading .Permit-m1:1st--be-issued and rnugh grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) C:\Save stuff here\BUILD!NG PLANCHECK CKLST FORM.doc 4 Rev 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. D D D D D D D D D 1 D D D D D D MISCELLANEOUS PERMITS '8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your· facility is located in the Qity of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. 0 Required fees are attached O No fees required WATER METER-REVIEW. 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. C:\Save stuff here\BUILDING PLANCHECK CKLST FORM.doc 5 Rev. 7/14/00 \· { ' \ .,, D D D 12b. BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). · Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade_ line { ---------"-~~=-;;;,-;;;;;= . _____ =_ =_ =_ ~--.....,.~Elevation=at=p:ointof=cunne~ctiun=tF"el6) • Pressure at POC in pounds per square inch (PSI) • Worse·case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water C:\Save stuff here\BUILDING PLANCHECK CKLST FORM.doc 6 Rev. 7114/00 '< \ -:,; r . '' 1ST 2ND 3RD D D D 12c. BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation . services/meters to a new recycled water line in the future. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is .there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. -:lG ~LY 520¢ ffit--\b RE:MOD£.L.Ei'S rO\( ~cs use:?? \6 WAT WH-AT:s b€'lNG. lNCO~fo-p_A-r,=el~ 'FROM 1CJ1 ,-o 100? C:\Save stuff here\BUILDING PLANCHECK CKLST FORM.doc 7 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. n->.~--'--"'=----'--...__--'-N _______ -Bldg. Permit Prepared by: ___ ,.,_ __ Date: 32121 / 07 Checked by: . Date: EDU CALCULATIONS: List types and square footages for all uses.~ f,(3(£:fCSE: SWE) Types of Use: Offl C,e Sq. Ft./Units:______ EDU's: _. _3_~---- Types of Use:_______ Sq. Ft./Units:______ EDU's.: . ...,,,... ____ _ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: OPE I y(~ Sq. Ft./Units: _____ _ ADT's: _( {?? ___ _ Types of Use:_______ Sq. Ft./Units: _____ _ ADT's: ------ FEES REQUIR~/ WITHIN CFO: GtYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: __ _ FEE/UNIT: ___ _ X NO. UNITS: __ =$ ___ _ ~ TRAFFIC IMPACT FEE ADT's/UN ITS: --'-1-"F{p"'---_ X -.FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 __ DIST. #2 __ DIST. #3 _) ADT's/UNlTS:____ X FEE/ADT:· =$ ____ _ D 4. FACILITIES MANAGEMENT FEE ZONE: __ _ UNIT/SQ.FT.: ___ _ ~.SEWER FEE EDU's: .30 BENEFIT AREA: __ (J,_ EDU's: .3B D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA __ _ X FEE/SQ.FT./UNIT: ___ =$ ___ _ X F~E/EDU:LQ!t.( X FEE/EDU: ·j 1 8) =$_----,--__ HIGH ___ /LOW __ ACRES: ____ _ X FEE/AC: __ _ =$ ____ _ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWAFEE IRRIGATION 1 of 2 . H:\Development Services\MASTERS\FORMS -\MISCELLANEOUS -\FEE CALCULATION WORKSHEET.doc Rev. 7 /14/00 ENGINEERING· DEPARTMENT F.EE CALCULATION WORKSHE;ET ' '· 0 . .9. RECLAIM!=D WATER FEES UNITS CODE CONNECTiON FEE METl;R' FEr;· ' ' -------'----'----""-----------------~ TOTAL OF ABOVE FEES*:$ ------.....;._~- *NOTEi Thi~ ca.iculation she~ti~ NOT a complete list of all fees which may be.due .. . · Dedication$ a,nd .Improvements m~y also be required with Building .Permits •. Cfftc£. f:, D53/J$;_ct) -. $ _9 . ~OFf-i:CJt __ . 2:"t;t:x) (1, os0) 7;: 21 ~DU ·._s-·~ -. . ~ ( Ccf2-sb\jJ -~,.-,, ,, l I 'I ~ ' ' ,, . 2-f. · --<S :(c~~D1r) l{a · 2 of.2 .H:IDevelopment'ServiceslMASTERSIFORMS -IMISCJ=L).ANEOUS -\FEE CALCULATION_WORKSHEff.i:Joc l' \Al Ai< R:. H:QJ Sf: . 5//(£0 Cc,OS'@) . ~ s-- , , , Rev: 7/1~/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB ()'/_ -l c::t'1{ Address Zl:f4:) ,15t.&,, :fu.e_ S:-,4 Di) Planner Erin Endres Phone (760) 602-4625 APN: -------------------------------Type of Project & Use:_+-+-f _____ Net Project Density: ________ D __ U __ /A __ C __ _ Zoning: ___ General Plan: Facilities Management Zone: ___ _ CFO (In/out) #_Date of participatio·n: Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ___________________ __, Legend: 123 Item Complete ~m Incomplete • Needs your action Environmental Review Required: YES NO TYPE ___ _ DATE OF COMPLETION: _______ _ Compliance with conditions of approval?. If not, state conditions which require action. Conditions of Approval: · Discretionary Action Required: YES NO TYPE ___ _ APPROVALJRESO.NO. ______ DATE __ PROJECT NO. ________ _ OTHER RELATED CASES: _________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ______________________ _ ,,:esr ~ b _,,. Coastal Zone Assessment/Compliance · ....... • Project site located in Coastal Zone? YES_ NO __ CA Coastal Commission Authority? YES __ NO_ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES __ NO __ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt' or "Coastal Permit Required" (at minimum Floor P.lans). 2) Complete Coastal Permit Determination Log as needed.· lnclusiomiry Housing Fee required: YES NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993:) Data Entry.Completed?. YES __ NO __ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 r Site Plan: 5 / r ~..J;=y·o·· ~~-,e 1. · Provide a fuli,y dimensional site plan ·drawn to· sc$1e; ¢how: No,rth arrow, prgperty .,;lines,· : ,eas~ments, existing and proposed structures, stree1S:. existing stree!_J~provements, right-of.:.w·ay' { widtH, dimensional setbacks and existjng topdgiphlcal line! (includirm:all-skle and rear yard _ . . slopes). · .. ·. . · . '\ -..-:_ . _ 2. Provide-legal descrtpUon of pro~rty •and assess ~s parctumber. · \ 1 · · . pktN:o· r::i~~·o .(~· ·.· . . ·/et~-D . ~ ·~ ' ~-/ " . ., D .. ~D ~tJ ;la__~D PoUcy 44..::NelghborhoodArc.h.ltectural Design ·GuldeUnes · 1. Applicabillty:_ '(ES . No.....-.-----· i. Project complies Yt;S_....., ...... · NO ..... _· _ ____, .. Zoning: 1. Setbijcks: Front: · Interior ·Side: Street Sid~: R~ar: Top of slope: . Required ·-----.,,a-----Shown _______ _ Re·quired Shown ----,~___,,,_...,._ Required . Shown----,--........ - Requjred Shown------ . R.equired. Shown _____ _ 2. Accessory struqture setback~: · f=ront: ·tnt.eriorSide:. · _... .,!>, , ,; ... ~'~t::~-_Street Sidei ·Rear: Stroctur~ separation: Required: _______ Shown -------- -· <R~quired. Shown ... · _____ _ Requited Shown_......_...,.........._ ___ _ Required Shown _____ _ Required' Shown------ . . 3. , Lot-Goverage:· · · Required __ -___ Shown _________ _ ' -· 4. . Height:. . · ' ' .. ·" Required'_-__,_ _____ Shown _________ .t~':t 5. Par!(ing: -:Spa_ces Required ______ Shown _____ _ . . . _ . . _ (breakqown ,by uses, for corttmerci_al and-in_dustrial projects required)' f '\, · ... · : . · · Residential· Guest Spac~s Requirect . . · Shown . . . j r,..,, -~J--·~C~=~-~~~+?"YS . ? l . ~ '?·llklc?µ:~~~~~~~------,,...,----------------~~- ' . . bK TO.ISSUE AND ENTERED APPROVAL INTO CQMPt;JT:E 1/ ___ ,,___ ____ _ H:\ADMIN\COUNTER\Bld9PlnchkRevChl<lst R~v 9/01 C~rlsbad Fire Department BLDG. DEPT COPY Plan.Review Requirements Category: TI , INDUST Date of Report: 02-01-2007 Re0ewed~~ Name: Address: Permit #: CB070108 Job Name: SPINAL ELEMENTS-ADD 3712 SF Job Address: 2744 LOKER AV WEST CBAD St: 100 e item ou have submitted for review is incomplete. At this ti . t adequately conduct a review to · eterm1ne comp 1 _ carefully all comments attache e necessary plans and/or specifications? wit c an approval. Conditions: Cond: CON00-01845 [MET] Sheet A 2.0 Demo notes #9, No sheet 5.1 APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, _ CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 02/01/2007 By: MS Action: AP II I I I I I I I I I I I I I I I I I I I STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS Structural Calculations For: Building B Heat Pump Anchorage Cales. Carlsbad, California March 7, 2007 2311 Kettner Blvd., San Diego, CA 92101 (619) 255-7257 www.nddinc.net CJ3o7D ! o<f' I I I N] N A K H S H A B DEVELOPMENT. DESIGN STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS sheet __ . of __ by _____ _ job# ____ _ date ____ _ ,,,.= 11nur..,T r----------------____ _ ~l,N~M~I~, -------7 WT. PER PLAN I I I I I #14 SCREW 018• OR~I PREFAB MIN 16GA ½ •111 SOI. T 02'-e• METAL CUl?i MIN. TWO EA SIDE I ____________________________ J ¼·, X LAG SCREi~1 ----------------------------,, I 016• CENTERED ON SUPPORTING ' MEMBER "'~ 3• MIN. TAPERED ffO, SLEEPER TO PROVIDE LEVEL BEARING FOR METAL CURB BY FRAMING CONTRACTOR METAL CURB WOOD SLEEPER RF PL >1ft10D (£) 2x6 Na2 0 24• O.C. (E) J 1/8 x 25 1/2 GLB____-1--.J @ SECTION (£) J 1/8 x 25 1/2 GLB l'YIP~CAL ROOF EQUIPMEINl1' PlA TFORM ------------------- I I I N] N A K H S H A B DEVELOPMENT. DESIGN sheet __ of __ _ by ______ _ job# _____ _ STRUCTURAL MECHAN.ICAL ELECTRICAL AND CIVIL ENGINEERS date _____ _ .. ..L. _: 'x.;;~ 1-r-........_-+-i'lf-'---!'-~~-"-+-=---+r~--" .1.,.:...+--,-.......,..-,--"""· . ,. t(\j : \N' ' -'I( - ;~ • "'."'"" -t ' \ l.. ' ~ . : .'. ! 1· ' :1s~:p;, ·l . . , _, . ' ·j --~);2~& Jo.z.. €-24 '10,L. t -t-\.t'~i I I I I-, , . 11 -.. -~ -j NJ N A K H S H A B DEVELOPMENT. DESIGN STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS ----------------.. ------I ; I . --,-t ---: : ... --] . -.. : l ' ' ' ' ' --+ ... - .,;_ ---· . :_ ,_ - ' __ .,:_ ___ r_ i-- ' -I T i' -· i" ' ..... --._ ' x: -! . 0,_©1..E----'---f,~---"'~-,--.---1/i~~- l ' \'41: . --' ·ij:·_ -· -~E:.:1--~'. ~~~Le_ '----; --l _ __j -I : .1 .. 4--~---t _ --~ _; _J --: __ :_ ! _ _J _; •: 6, :_ ': . i : ' : , ' : / ' ' , , -~ ---~-: • _, , -I --, ... I I I ;--. -t. ! t -·--1- !- _, -i -+· - sheet ___ of __ _ by _______ _ job# ______ _ date N] N A K H S H A B DEVELOPMENT. DESIGN I I I STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS ' -4 I ; f i ' ' I 1. ' ll l .. ' , __ --l- 1 L · I --1-; ~ :--I ; ~ =:I --' ,- ,- ! 1.: ! f-- -I -1-__ , • --1--' __ } -l --- I-~--:.:~. + . _,. __ , __ , I I ' ' ·' .l -,--+ l • i ·-+ ~ ---------;-T --·1 '·7 ) -- -·, '--l t : ~ -l--! -j -f" ----4 -t .. L.+--! ... '.-· .: I~! ---i-~;-'.--;~--~ -~~ : . ) • ' I 1--: , : -7 ! I ! i --; . !-i T"" ,_' l +•·--, ___ , --:---t +- . --' ! -: ,,_ ( '_ -'-, ' l : $€~ .1£"112Cl-~-At-~- --• \ I ' ' ~ -_,._ 1 -. ,_ ~ -r- sheet ___ of __ _ by _______ _ job# _____ _ date I I I I I I I I I I I I I I I I I I I Rev: 580004 User: KW-0607257, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title: Dsgnr: Desc·ription : Scope: Multi-Span Timber Beam Job# Date: 11 :01 AM, 6 MAR 07 Page 1 beam calcs.ecw:Calculations Description Existing 2x6 N0.2@ 24" O.C. Check General Information Douglas Fir -Larch, No.2 All Spans Considered as Individual Beams Timber Member Information Description Span ft 8.00 Timber Section Beam Width in 2.000 Beam Depth in 6.000 End Fixity Pin -Pin Le: Unbraced Length ft 0.00 Member Type Sawn I Loads Live Load Used This Span ? Yes Dead Load #/ft 26.00 Live Load #/ft 24.00 Dead Load #/ft 64.00 Live Load #/ft Start ft End ft 2.000 / Results Mmax@Cntr in-k 5.6 @X= ft 3.68 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb: Actual psi 466.6 Fb : Allowable psi 1,170.0 Bending OK Shear@Left k 0.31 Shear @ Right k 0.22 fv: Actual psi 32.2 Fv : Allowable psi 180.0 Shear OK / Reactions & Deflection DL@Left k 0.22 LL@ Left k 0.10 Total@ Left k 0.31 DL@Right k 0.12 LL@Right k 0.10 Total @ Right k 0.22 Max. Deflection in -0.095 @X= ft 3.89 I Query Values Location ft 0.00 Moment in-k 0.0 Shear k 0.3 Deflection in 0.0000 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Basic Allow Fv : Basic Allow 900.0 psi 180.0 psi Elastic Modulus Load Duration Factor ~ ,.. I 1,600.0 ksi 1.000 • oti . I ·-- ·I I I I I I I I I I I I I I I I I I Rev: 580004 User: KW-0607257, Ver 5,8,0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title: Dsgnr: Description : Scope: Multi-Span Timber Beam Job# Date: 11 :02AM, 6 MAR 07 Page 1 beam calcs,ecw:Calculations Description Existing 2x6 N0.2 @ 24" O.C. Check General Information Douglas Fir -Larch, No.2 All Spans Considered as Individual Beams -/ Timber Member Information & : -'\ ;; ; -;; a-::.;;;.-' Description Span Timber Section ft Beam Width in Beam Depth in End Fixity Le: Unbraced Length ft Member Type I Loads c;;: ; ! .-;;;:;;.:;. - Live Load Used This Span ? Dead Load #/ft Live Load #/ft Dead Load #/ft Live Load #/ft S~rt ft End ft I Results 8.00 2.000 6.000 Pin -Pin 0.00 Sawn Yes 26.00 24.00 64.00 2.000 Mmax@Cntr in-k 5.6 @X= Max @ Left End Max @ Right End fb: Actual Fb : Allowable Shear@ Left Shear @ Right fv: Actual Fv : Allowable ft . 3.68 in-k 0.0 in-k 0.0 psi 466.6 psi 1,170.0 Bending OK k 0.31 k 0.22 psi 32.2 psi 180.0 Shear OK I Reactions & Deflection DL@Left k LL@Left k Total @ Left k DL@Right k LL@Right k Total@Right k Max. Deflection @X= I Query Values Location Moment Shear Deflection in ft ft in-k k in 0.22 0.10 0.31 0.12 0.10 0.22 -0.095 3.89 0.00 0.0 0.3 0.0000 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Basic Allow Fv : Basic Allow 900.0 psi 180.0 psi Elastic Modulus Load Duration Factor 1,600.0 ksi 1.000 ; &· ., = :; J': ;:;: ,,_,-,.,_.~.,.,J..... ............ 11,, ... ~ .. J •• ,.~, ... d:;;+ :1 i r~ rG ;., -= iw'. :;;;;;:,;;; ,,..; ,.,: !I' (bv -:;:-: s ;;; ;;;;-,.-'5 ';; I I I I I I I I I I I I I I I I I I I Rev: 580004 User: KW-0607257, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title: Dsgnr: Description : Scope: Multi-Span Timber Beam Job# Date: 11 :02AM, 6 MAR 07 Page 1 beam calcs.ecw:Calculations Description Existing 2x6 N0.2 @ 24" O.C. Check General Information Douglas Fir -Larch, No.2 All Spans Considered as Individual Beams Timber Member Information Description Span ft 8.00 Timber Section Beam Width in 2.000 Beam Depth in 6.000 End Fixity Pin -Pin Le: Unbraced Length ft 0.00 Member Type Sawn I Loads Live Load Used This Span ? Yes Dead Load #/ft 26.00 Live Load #/ft 24.00 Dead Load #/ft 64.00 Live Load #/ft Start ft End ft 2.000 I Results Mmax@Cntr in-k 5.6 @X= ft 3.68 Max @ Left End in-k 0.0 Max@ Right End in-k 0.0 fb: Actual psi 466.6 Fb : Allowable psi 1,170.0 Bending OK Shear@Left k 0.31 Shear @ Right k 0.22 fv: Actual psi 32.2 Fv : Allowable psi 180.0 Shear OK I Reactions & Deflection DL@Left k 0.22 LL@Left k 0.10 Total@Left k 0.31 DL@Right k 0.12 LL@Right k 0.10 Total@Right k 0.22 Max. Deflection in -0.095 @X= ft 3.89 I Query Values Location ft 0.00 Moment in-k 0.0 Shear k 0.3 Deflection in 0.0000 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Basic Allow Fv : Basic Allow 900.0 psi 180.0 psi Elastic Modulus Load Duration Factor 1,600.0 ksi 1.000 I I I I I I I I I I I I I I I I I I I Rev: 580004 User: KW-0607257, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title: Dsgnr: Description : Scope: Multi-Span Timber Beam Job# Date: 11 :02AM, 6 MAR 07 Page 1 beam calcs.ecw:Calculations ( ~ .,.. . ' Description Existing 2x6 N0.2 @ 24" O.C. Check General Information Douglas Fir -Larch, No.2 All Spans Considered·as Individual Beams Timber Member Information Description Span ft 8.00 Timber Section Beam Width in 2.000 Beam Depth in 6.000 End Fixity Pin -Pin Le: Unbraced Length ft 0.00 Member Type Sawn I Loads Live Load Used This Span ? Yes Dead Load #/ft 26.00 Live Load #/ft 24.00 Dead Load #/ft 128.00 Live Load #/ft Start ft 2.000 End ft 6.000 I Results Mmax@Cntr in-k 14.0 @X= ft 4.00 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb: Actual psi 1,168.0 Fb : Allowable psi 1,170.0 Bending OK Shear@Left k 0.46 Shear @ Right k 0.46 fv: Actual psi 54.0 Fv : Allowable psi 180.0 Shear OK I Reactions & Deflection DL@Left k 0.36 LL@Left k 0.10 Total@Left k 0.46 DL@Right k 0.36 LL@Right k 0.10 Total @ Right k 0.46 Max. Deflection in -0.226 @X= ft 4.00 I Query Values Location ft 0.00 Moment in-k 0.0 Shear k 0.5 Deflection in 0.0000 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Basic Allow Fv : Basic Allow 900.0 psi 180.0 psi ' ... Elastic Modulus Load Duration Factor 1,600.0 ksi 1.000 I I I I I I I I I I I I I I I I I I I 50·00 #/ft i i i i i i i i i i i i i i i i i i i i i i i i i i l i i l l i i l l l l i l l i i l l i i 50·00 #/ft 128·00 #/ft i l l l l l l l l l l i l l i l l i l l l l i 128·00 #/ft 1_~8.o_oft _! DL Reaction = 0.359 k LL Reaction = 0.095 k Total Reaction= 0.455 k Mmax = 14.01 in-k at 3.99 ft from left Dmax = -0.2258 in at 3.99 ft from left DL Reaction = 0.359 k LL Reaction = 0.095 k Total Reaction = 0.455 k .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Title: Dsgnr: Description : Scope: Rev: 580004 User: KW-0607257, Ver 5.8.0, 1-Dep-2003 (c)1983-2003 ENERCALC Engineering Software Multi-Span Timber Beam Description Existing P-1 (3 1/8x25 1/2 GLB) Check Job# Date: 11 :02AM, 6 MAR 07 Page 1 beam calcs.ecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Douglas Fir, 24F -V4 All Spans Considered as Individual Beams I Timber Member Information i¢ f ; ;; ;;;;:;; if = ,::;:::e.:e Q !_ I =5':Jel/t ±J-=!t•;)> ; Description Span ft 48.00 Timber Section Beam Width in 3.125 Beam Depth in 25.500 End Fixity Pin -Pin Le: Unbraced Length ft 0.00 Member Type GluLam I Loads "......:,..., Live Load Used This Span ? Yes Dead Load #/ft 104.00 Live Load #/ft 96.00 Dead Load #/ft 128.00 Live Load #/ft Start ft 16.000 End ft 20.000 I Results Mmax@Cntr in-k 747.6 @X= ft 23.04 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb: Actual psi 2,207.5 Fb : Allowable psi 2,863.6 Bending OK Shear@Left k 5.12 Shear @ Right k 4.99 fv: Actual psi 89.1 Fv : Allowable psi 319.2 Shear OK I Reactions & Deflection DL@Left k 2.82 LL@Left k 2.30 Total@Left k 5.12 DL@Right k 2.69 LL@Right k 2.30 Total@Right k 4.99 Max. Deflection in -3.312 @X= ft 24.00 I Query Values Location ft 0.00 Moment in-k 0.0 Shear k 5.1 Deflection in 0.0000 Fb : Basic Allow Fv : Basic Allow :.,;-;, -;;.; ;::..: t :-:: 2,400.0 psi 240.0 psi Elastic Modulus Load Duration Factor 1,800.0 ksi 1.330 :,;:-i=; ,q.,: =-·:--.. ;;:,;;;1,,,;; .......... J I I I I I I I I I I I I I I I I I I I 128.00 #/ft rm 128.00 #/ft J __ 48.o_oft __ ! DL Reaction= 2.815 k LL Reaction = 2.303 k Total Reaction= 5.119 k Mmax = 747.62 in-k at 23.03 ft from left Dmax = -3.3122 in at 23.99 ft from left DL Reaction = 2.687 k LL Reaction = 2.303 k Total Reaction = 4.991 k I I I I I I I I I 1. I I I I . I I I I I I I I I I I I I I I I I I I I I I I I Rev: 580004 User: KW-0607257, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC"Engineering Software Title: Dsgnr: Description : Scope: Multi-Span Timber Beam Job# Date: 11 :03AM, 6 MAR 07 --Page 1 beam calcs.ecw:Calculations Description Existing P-1 (31/8x25 1/2 GLB) Check General Information Douglas Fir, 24F -V4 All Spans Considered as Individual Beams Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type I Loads ft in in ft Live Load Used This Span ? Dead Load #/ft Live Load #/ft Dead Load #/ft Live Load #/ft Start ft End ft I Results Mmax@Cntr in-k @X= ft Max @ Left End in-k Max @ Right End in-k fb: Actual psi Fb : Allowable psi Shear@Left k Shear @ Right k fv: Actual psi Fv : Allowable psi I Reactions & Deflection ' . . DL@Left k LL@Left k Total@Left k DL@Right k LL@Right k Total @ Right k Max. Deflection in @X= ft I Query Values Location ft Moment in-k Shear k Deflection in 48.00 3.125 25.500 Pin -Pin 0.00 GluLam Yes 104.00 96.00 128.00 39.000 43.000 712.9 24.32 0.0 0.0 2,104.9 2,863.6 Bending OK 4.87 5.24 90.2 319.2 Shear OK 2.57 2.30 ,4.87 2.93 2.30 5.24 -3.184 24.00 0.00 0.0 4.9 0.0000 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Basic Allow Fv : Basic Allow 2,400.0 psi 240.0 psi ' ..... Elastic Modulus Load Duration Factor 1,800.0 ksi 1.330 --· R '• R I I I I I I I I I I I I I I I I I I I 128.00 #/ft rm 128.00 #/ft 1 __ 48.o_oft __ ! DL Reaction = 2.570 k LL Reaction = 2.303 k Total Reaction= 4.874 k Mmax = 712.86 in-k at 24.31 ft from left Dmax = -3.1843 in at 23.99 ft from left DL Reaction = 2.933 k LL Reaction = 2.303 k Total Reaction = 5.237 k I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Rev: 580004 . User: KW--0607257, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title: Dsgnr: Description : Scope: Multi-Span Timber Beam Job# Date: 11 :03AM, 6 MAR 07 Page 1 beam calcs.ecw:Calculations Description (E) B-3 6 3/4x30 GLB Check General Information Douglas Fir, 24F -V8 All Spans Considered as Individual Beams Timber Member Information Description Span ft 32.00 Timber Section Beam Width in 6.750 Beam Depth in 30.000 End Fixity Pin -Pin Le: Unbraced Length ft 0.00 Member Type GluLam I Loads Live Load Used This Span ? Yes Point #1 Dead Load lbs 4,991.00 Live Load lbs @X ft 8.000 Point #2 Dead Load lbs 4,991.00 Live Load lbs @X ft 16.000 Point #3 Dead Load lbs 4,799.00 Live Load lbs @X ft 24.000 I Results Mmax@Cntr in-k 949.1 @X= ft 16.00 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb: Actual psi 937.3 Fb : Allowable psi 2,042.5 Bending OK Shear@Left k 7.44 Shear @ Right k 7.34 fv: Actual psi 55.1 Fv : Allowable psi 240.0 Shear OK I Reactions & Deflection DL@Left k 7.44 LL@Left k 0.00 Total@Left k 7.44 DL@Right k 7.34 LL@Right k 0.00 Total@Right k 7.34 Max. Deflection in -0.536 @X= ft 16.00 I Query Values __ ...,._.,._._ in~, Location 0.00 Moment 0.0 Shear 7.4 Deflection m 0.0000 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined , Fb : Basic Allow Fv : Basic Allow 2,400.0 psi 240.0 psi Elastic Modulus Load Duration -Factor --. ~¥• 1,700.0 ksi 1.000 ,_,,. -- I I I I I I I I I I I I I I I I I I I 4991.! lbs 4991.! lbs 4799.! lbs ! __ 32.o_oft _________ t DL Reaction= 7.438 k LL Reaction = 0.000 k Total Reaction= 7.438 k Mmax = 949.05 in-k at 15.99 ft from left Dmax = -0.5355 in at 15.99 ft from left DL Reaction= 7.342 k LL Reaction = 0.000 k Total Reaction = 7.342 k I ,, < I I . I I I I I I I I I I -. ,, I I I I I -... I I I Rev: 580004 I User: KW-0607257, Ver 5.8.0, 1-Dec-2003 (c}1983-2003 ENERCALC Engineering Software Description Existing P-1 I General Information I All Spans Considered as Individual Beams I Timber Member Information ,:;:; 4 { : :.j. ; ; *.,.; Description I Span ft 48.00 Timber Section I Beam Width in 0.000 Beam Depth in 0.000 End Fixity Pin-Pin Le: Unbraced Length ft 0.00 I Member Type GluLam I Loads Live Load Used This Span ? Yes I Dead Load #/ft 104.00 Live Load #/ft 96.00 I Results I Mmax@Cntr in-k 691.2 @X= ft 24.00 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 I fb: Actual psi 0.0 Fb : Allowable psi 0.0 Bending OK Shear@Left k 4.80 Shear @ Right k 4.80 I fv: Actual psi 0.0 Fv : Allowable psi 0.0 Shear OK I I Reactions & Deflection DL@Left k 2.50 LL@ Left k 2.30 Total@Left k 4.80 I DL@Right k 2.50 LL@Right k 2.30 Total@ Right k 4.80 Max. Deflection in 0.000 I @X= ft 0.00 I Query Values Location ft 0.00 I Moment in-k 0.0 Shear k 4.8 Deflection in 4800.0000 I I I Title: Dsgnr: Description : Scope: Multi-Span Timber Beam Job# Date: 11 :03AM, 6 MAR 07 Page 1 beam calcs.ecw:Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Basic Allow Fv : Basic Allow .. ,,," • ,_i; 1,000.0 psi 95.0 psi Elastic Modulus Load Duration Factor ....,· j .. ~ ' -~' 1,600.0 ksi 1.000 I 1· I I I I I I I I I I I I I I I. I I 200·00 #/ft ! l l l l l l l i i i l l l l l l l l l l l l l l l l l l l l i i i i l l l l l l l i i l i 200·00 #/ft ! __ 4a.o_oft _! DL Reaction = 2.495 k LL Reaction = 2.303 k Total Reaction= 4.799 k Mmax = 691.19 in-k at 23.99 ft from left Dmax = 0.0000 in at 0.00 ft from left DL Reaction = 2.495 k LL Reaction = 2.303 k Total Reaction= 4.799 k I I I I I I I I I I I I I I I I I I I -, ............. 1 r"'lllat.. ..... •--I f -.;: ..... .... ..... ..... ~ I I .. - I I I l - - ---........ ---~ ....__ ..... .......... I .......:I .. -. - I I I I I I I I I I I I I I I I I I I 8 ., . Base unit dimensions-50JS048-060 86.0 [3.39) 70.1 (2. 77) CORER I 106.I ( 16.00) 355.8 I 11.001 • RETURN 312. 7 (13.Ol • 355.8 (11.00) * SUPPLY CIIHR2 CORER 3 * TOP VIEW REOOREO a.EARANCES TO CCNIUSTB.E MATL MILLIMETERS I INJ TOP or UNIT ......................................... 355.6 [14.00) DUCT SIDE or UNIT. ••••• •••••••••· ••••••••••••••••••••••••• 50.8 [2.00] SIDE OPPOSITE DUCTS .................................. 355.6 !11.00J BOTTOM or UNIT ............................................ 12.7 [0.50) ELECTRIC HEAT PANEL. •••••••••.•.•••.•.••••••••••••••••••• 911.I 136.00) l'EC. RECURED CLEARANCES. MILLIMETERS !INJ BETWEEN UNITS, POWER ENTRY SIDE. ••••••••••••••••••••••• 1066.8 142.001 UNIT ANO UNGROUNDED SURFACES, POWER ENTRY SIDE. ••••••••• 914 O [36.001 UNIT ANO BLOCK OR CONCRETE WALLS AND OTHER GROUND£D SURFACES, POWER ENTRY SIDE. ••.••••••.••...••• 1066.8 [42.001 EVAPORATOR COIL I 10 (I 2.0 5(3) II [I t .63) l.J 88.3 (3.18) I .. SUPPLY• RETURN DUCT DUCT . OPENING ~ OPENING I I I I q '--351.2 -!..-30.3 -i--351.2 • I 13.83] (13.671 113.83] - REAR VIEW MILLIMETERS I INJ EVAP. COIL ACCESS SIDE. .•...•.••••.•••..•••••••.•.•••• 911.0 [36.00J POWER ENTRY SIDE. ....................................... 914.0 136.001 ( EXCEPT roR NEC REOU I REMENTS l UNIT TOP •••.•.•••••.•..••••••••.••••••••.•••..•••••••••• 911.0 !36.00J SIDE OPPOSITE DUCTS ••••••••••••.••••••••.•••.•••••••••• 914.0 [36.00) DUCT PANEL. ....................................... 304.8 [ 12.00J• •MINIMUM DISTANCES: If UNIT IS PLACED LESS THAN 304.8 I 12.001 FROM WALL SYSTEM, THEN SYSTEM PERFORMANCE MAYBE COMPROMISED. DIMENSIONS IN [J ARE IN INCHES CONPRESSOR.8LOIER.ELECTRIC HEAT\ & £LECTRIC ACCESS 23 (O ""'=1 (12.91) r mo ENTRT SERVICE PORTS ""'=7 .o * ti \ I\ \ .. \. I 620. [24. -5 I = I ,..___...._ a:a::, l A \ 1-tcG I- 11 I I I bl L' L~ 12.7 ( 1.681 (12.95) ~'-----lffl.3------1123.1 (U.22) LEFT SIDE UNIT 50JS048 50JS060 , (18.28) VIEW "-DRAIN OUTLET 19.0 [0. 75) H.P. T. X 22.0 (0.871 O.P. ELECTRICAL CHARACTERISTICS 208/230-3-60, 460-3-60 208/230-3-60, 460-3-60 FRONT VIEW UNIT WEIGHT lb kg 353 160.1 418 189.6 11.5 [I. 75) DIA K.0. 22.2 [0.8 co POIER ENTRY 81 DIA HOLE-NTROL ENTRI \ 32 [I l 181.6 6.1 L [Jf 2tl I 87.1 j [3.13) 122.2 1,.811 UNIT HEIGHT mm(in.) "A" 990.2 (38.98) 990.2 (38.98) . . . .. . Im = ,__ L 5.0 --[0.201 RIGHT SIDE VIEW CENTER OF GRAVITY mm (in.) X y z 505.5 (19.9) 398.8 (15.7) 431.8 (17.0) 505.5 (19.9) 398.8 (15.7) 431.8 (17.0) I I I I I I I I I I I I I I I I I I I Accessory dimensions NOTES: Roof Curb for Small Cabinet Note A: When unit mounting screw is used, retainer bracket must also be used. UNIT SIZE ODS CATALOG NO. 50JS030-042 CPRFCURB006A00 CPRFCURB007 A00 50JS048-060 CPRFCURB008A00 CPRFCURB009A00 1. Roof curb must be set up for unit being installed. 2. Seal strip must be applied, as required, to unit being installed. 3. Dimensions in ( ) are in millimeters. 4. Roof curb is made of 16-gage steel. 5. Table lists only the dimensions, per part number, that have changed. 6. Attach ductwork to curb (flanges of duct rest on curb). .. Roof Curb for Large Cabinet Note A: When unit mounting screw is used, retairier bracket must also be used. .. ' --. ''' ,, '.\/ ' ' R/A SIA \ Gasket around"-. . duct \' Insulated Gasket around deck pan outer edge "-._ ,, ._. C00076 A B C D in. [mm] in.[mm] in. [mm] in. [mm] 8[203] 11[279] 16-1/2 [419] 28-3/4 [730] 14 [356] 11[279] 16-1/2 [419] 28-3/4 [730] 8[203] 16-3/16 [411] 17-3/8 [441] 40-1 /4 [1022] 14 [356]· 16-3/16 [411] 17-3/8 [441] 40-1 /4 [1022] 7. Insulated panels: 1-in. thick fiberglass 1 lb density. 8. Dimensions are in inches. 9. When unit mounting screw is used (see Note A), a retainer bracket must be used as well. This bracket must also be used when required by code for hurricane or seismic conditions. This bracket is available through Micrometl. 9 I I I I I I I I I I I I I I I I I I I 50J·s Corner weights (In Pounds) 1 2 ----------------------... y 0 4 X 3 CORNER WEIGHTS (Small Cabinet) CORNER WEIGHTS (Large Cabinet) Unit 30 36 42 Unit 48 60 1/) Total Weight (lbs.) 287 291 323 Total Weight (lbs.) 353 418 .... 0 Corner Weight 1 66 67 83 Corner Weight 1 76 90 II) ai Corner Weight 2 54 55 55 Corner Weight 2 49 58 "0 0 Corner Weight 3 62 63 78 Corner Weight 3 96 114 :E Corner Weight 4 105 106 107 Corner Weight 4 132 156 Select~on Procedure (with example) I Determine cooling and heating requirements at design conditions: Given: · Required Cooling Capacity (TC) .......... 28,000 Btuh Sensible Heat Capacity (SHC) ............ 20,500 Btuh Required Heating Capacity ............... 28,550 Btuh Outdoor Entering Air Temperature .............. 95°F' Outdoor-Air Winter Design Temperature ......... 20°F Indoor-Air Winter Design Temperature ........... 70°F Indoor Entering-Air Temperature ............ 80°F edb 67°Fewb Indoor-Air Quantity ...................... 1125 cfm External Static Pressure .................. 0.30 in. wg Electrical Characteristics (V-Ph-Hz) ...... 208/230-3-60 edb -entering dry bulb ewb -entering wet bulb II Select unit based on required cooling capacity. 10 Enter Cooling Capacities table at outdoor entering-air temperature of 95°F, indoor air entering at 1125 cfm and 67°F ewb (entering wet bulb). The unit will provide a total cooling capacity of 29,100 Btuh and a sensible heat capacity of22,900 Btuh. For indoor-air temperature other than 80°F edb (entering dry bulb), calculate sensible heat capacity correction, as required, using the formula found in Note 3 following the cooling capacities tables. NOTE: Unit ratings are net capacities. III Select electric heat. Enter the unit Heating Capacities table at 1125 cfm. At 70°F return indoor air and 20°F air entering outdoor coil, the integrated heating capacity is 15,030 Btuh. (Select integrated heating capacity value since deductions for outdoor-coil frost and defrosting have already been made. No correction is required.) The required heating capacity is 28,550 Btuh. Therefore, 13,520 Btuh (28,550 -15,030) additional electric heat is required. Determine additional electric heat capacity in kW. 13,520 Btuh . 3414 Btuh/kW = 3.96 kW of heat reqmred Enter the Electric Heater table on page 5 for 208/230 v, three-phase, unit. The 5-kW heater at 240 v most c;losely satisfies the heating required. To calculate kW at 230 v, multiply the heater kW by multiplication factor 0.92 found in the Multiplication Factors table on page 16. 5 kWx0.92=4.6kW 4.6 kW x 3414 = 15,704 Btuh Total unit heating capacity is 30,734 Btuh (15,030 + 15,704). IV Determine fan speed and power requirements at design conditions. Before entering the air delivery tables, calculate the total static pressure required. l MECHANICAL EOUIPMENT (!B cr> CARmER MODEL E,OJS060 ROOFTOP HE.AT PUI-P UNIT 5 TOI'~ 2000 cnJ, 60,000 BTU 208V 3 3HASE, 15 AMP, WEIGHT 613 LBS CARRIER MOl)Et 50JS060 ROCFTOP HEAT PU~lP UNIT ,j TON 2000 CFM, 60,000 BTU 208V 3 PHASE, 15 AMP, WEIGHT !>13 LBS I _, ___________ , __ _ fl fl C [I E F -- MECHANICAL EQUIPMENT LEGEND NEW AC \JNIT ,)N ROOF []] NEW SUPPLY AIR R[GISTl:R [l8] NEW RETURN /~R REGISTtR [0 EXHAUST FAN [fZ] SMOl<E DETECTOR ® THER~OSTAT CD _______ , __________ llall _______ ------------------- TITLE 24 REPORT Title 24 Report for: Spinal Elements 27 44 Loker Avenue Carlsbad, Project Designer: BAS 367 4 Louisiana Street San Diego, Ca 760-805-1328 Report Prepared By: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (760) 940-0064 Job Number: nr1-08 Date: 1/9/2007 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number: nr1-08 User Number: 1712