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Home My WebLink About2055 CORTE DEL NOGAL; ; CB080879; Permit07-08-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB080879 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2055 CORTE DEL NOGAL CBAD Tl Sub Type 2130610800 Lot# $93991600 Construction Type Reference # MC CONSULTANTS- 27,347 SF OFFICE TO OFFICE INDUST 0 5B Applicant S D C CORTE L L C 7065 EL CAJON BLVD SAN DIEGO CA 92115 Status Applied Enterec1 By Plan Approved Issued Inspect Area Plan Check# ISSUED 05/14/2008 RMA 07/08/2008 07/08/2008 Owner S D C CORTE L L C 7065 EL CAJON BLVD SAN DIEGO CA 92115 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $3,19425 Meter Size $0 00 Add'l Reel Water Con Fee $2 076 26 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $19738 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $433 00 $21000 $10650 $000 $000 $000 $000 77 $621739 Total Fees $6,21739 Total Payments To Date $6,21739 Balance Due $000 Ft IT ITT r>>T-\T/^ TUT A -V Tfl IN STORAGE ATTACHED Inspector Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees 'exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other requireo information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will tw 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 propel NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations las previously otherwise expired City of Carlsbad 1635 Faraday Ave Carlsbad CA 92008 760 602 2717 / 2718 / 2719 Fax 760-6028558 Building Permit Application Plan Check No Est Value Plan Ck Dpos,t SUITE#/SPACE#/UNIT# CT/PROJECT#PHASE # # OF UNITS # BEDROOMS ((BATHROOMS TENANT BUSINESS NAME CONSTR TYPE I OCC GROUP DESCRIPTION OF WORK Include Square Feet of Affected /Ueafs) CITY STATE ZIP CITY STATE ZIP PHONE FAX EMAIL 03*..CONTRACTOR BUS NAME 3 C ADDRESS ADDRESS PITY STAT 71 P CITY STATE CA ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC #STATE LIC #CLASS CITY BUS LIC # (Sec 7031S Business and Professions Code Any City or County which requires a permit to construct, alter, improve demolish or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he islicensed pursuant to the provisions of the Contractors License Law {Chapter 9 commending with Section 7000 of Division i of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption Any violation ofSection 70315 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 penalty of perjury one of the following declarations n 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 Policy No O&!.e'\3 AAO>^ G. _ Expirabon Date <T/ I^I f |fc- b / MO &MAJIT Ynumber are Insurance Co This section need not be completed if the permit is for one hundred dollars ($100) or less LTl Certificate of Exemption I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees J&£ CONTRACTOR SIGNATURE <~'y(jU-~\}JL? --DATE / hereby affirm that I am exempt from Contractor s License Law for the following reason O I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) D I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) D I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O Yes O No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' O Yes a No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' a Yes O No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' a Yes O No IF ANY OF THE ANSWERS ARE YES 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 hereby authorize representative of the City of Cartsbad 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 construction of structures over 3 stones in height ' EXPIRATION Every permit issued by the Building Official urafer the provisions ofthisCodeshallexpireby limitation and become null and void if the building or work authonzed by such pemnit is not commenced within 180 days from the date of such permit or if thebeildincjOr wdrk aulhonzed by suctvgarrnitjs suspended or abandoned at any tone after Ihe work is commenced for a penod of 180 days (Section 106 4 4 Unnpm Building Code) ^APPLICANT S SIGNATURE / ///^^^ yV/^V^^'-''^ DATE City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD Plan Check # Permit* Project Name Address Contact Person Sewer Dist Inspected ,1 Bv Ul Inspected Bv Inspected Bv Comments CB080879 MC CONSULTANTS- 27 347 SF OFFICE TO OFFICE 2055 CORTE DEL NOGAL STEVE Phone 7605196801 CA Water Dist CA -f~^ Date / / "rT&iSl Inspected // /7^/^i Date Inspected Date Inspected •• St Lite ^P""e, Date Permit Type Sub Type Lot 0 O Approved js^ Approved Approved * ii 12/01/2008 Tl INDUST Disapproved Disapproved Disapproved Page 1 of 1 Christine Wauschek - MC Consultants Building From "Michael Elliott" <mikeelhott2@cox net> To "Pete Dreibelbis" <pdrei@ci carlsbad ca us>. "Michele Masterson" <mmast@ci carlsbad ca us>, "Meghan Jacobson" <mjaco@ci carlsbad ca us>, "Christine Wauschek" <cwaus@ci carlsbad ca us>, "Janean Hawney" <Jhawn@ci carlsbad ca us>, <sean kabo@mcconsultants com> Date 12/11/2008 1041 AM Subject MC Consultants Building Attachments 357 - MC Consulting Building - Insp2 doc MC Consultants Building Project Number PD 08-10 Drawing Number 461-3L 2055 Corte Del Nogal - CB080879 Landscape inspection comments are attached Approved - Permit card was signed on December 11, 2008 file IIC \Documents and Settmgs\Cwaus\Local Settmgs\Temp\XPgrpwise\4940EE3FGW- 12/11 /2008 Inspection List Permit# CB080879 Type Tl Date Inspection Item 12/05/200889 12/05/200889 12/04/2008 89 12/04/2008 89 12/02/2008 89 12/02/2008 89 12/01/2008 89 12/01/200889 11/21/2008 19 11/21/2008 39 11/21/200839 11/20/200831 11/13/2008 11 11/13/200831 11/10/200834 10/31/2008 14 10/30/2008 14 10/28/2008 14 10/24/2008 14 10/16/200884 10/15/2008 84 09/23/2008 17 09/19/2008 14 09/17/2008 17 09/12/2008 14 09/12/2008 34 09/12/200844 09/11/200834 09/11/200844 09/10/200834 09/10/200844 09/08/2008 24 09/08/2008 34 09/03/2008 14 09/03/2008 17 09/02/2008 14 09/02/2008 17 08/29/2008 14 08/29/2008 34 08/27/2008 14 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Structural Final Electrical Final Electrical Underground/Conduit-Wirm Ftg/Foundation/Piers Underground/Conduit-Wirm Rough Electric Frame/Steel/Bolting/Weldm Frame/Steel/Boltmg/Weldin Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Rough Combo Rough Combo Interior Lath/Drywall Frame/Steel/Bolting/Weldm Interior Lath/Drywall Frame/Steel/Boltmg/Weldin Rough Electric Rough/Ducts/Dampers Rough Electric Rough/Ducts/Dampers Rough Electric Rough/Ducts/Dampers Rough/Topout Rough Electric Frame/Steel/Bolting/Weldm Interior Lath/Drywall Frame/Steel/Bolting/Weldm Interior Lath/Drywall Frame/Steel/Bolting/Weldm Rough Electric Frame/Steel/Bolting/Weldm INDUST Inspector Act JM - - JM - JM - JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM CO Rl Rl CO Rl CA Rl CO NR NR CO AP AP PA CO AP NR AP PA PA PA AP AP AP AP AP AP CA CA CA CA AP we AP AP CA CA AP AP NR MC CONSULTANTS- 27,347 SF OFFICE TO OFFICE Comments NEED PLANNING OK TO OCCUPY BLDG NEED PLANNING/LIST SHAWN p m please NEED ALL DEPARTMENTS LIGHT POLES LIGHT POLE FTGS 1ST FLR T-BAR COMPLETE 1STFLRT-BAR 2ND FLR T-BAR COMPLETE 1ST FLR HALLWAYS 2ND FLR T-BAR 1ST FLR GRID OK TO SET PERMITER NEED FIRE AP 2ND FLR T-BAR PERIMETER AND INTERIOR OFFICES ONLY OK TO SET PERIMETER TILE BATHROOMS & LOCKER ROOMS WOOD STAIRS 1ST FLR HARD LIDS 1ST FLR HARD LIDS & STAIR FRAME HARD LIDS & 1ST & 2ND FLR BATHROOMS STEVE STEVEN MENS & WOMENS 1ST & 2ND FLR ENTRY / LOBBY 2ND FLR SOFFITS STEVE 2ND FLR SOFFITS 2ND FLR SOFFITS Friday December 05 2008 Page 1 of 2 08/27/2008 24 Rough/Topout JM AP 08/25/200817 Interior Lath/Drywall JM AP 08/21/2008 14 Frame/Steel/Bolting/Weldm JM CO 08/20/2008 14 Frame/Steel/Bolting/Weldm JM AP 08/20/2008 34 Rough Electric JM AP 08/14/200817 Interior Lath/Drywall JM AP 08/05/2008 14 Frame/Steel/Bolting/Weldm JM AP 08/05/2008 31 Underground/Conduit-Wirm JM AP 08/05/2008 34 Rough Electric JM AP 07/31/200811 Ftg/Foundation/Piers TP AP 07/31/200812 Steel/Bond Beam TP AP 07/28/2008 14 Frame/Steel/Bolting/Weldm PY PA 07/28/200821 Underground/Under Floor PC AP 07/28/200824 Rough/Topout PY AP 07/21/200811 Ftg/Foundation/Piers JM AP 07/18/200811 Ftg/Foundation/Piers JM CO 07/15/200811 Ftg/Foundation/Piers JM CO 07/11/200814 Frame/Steel/Bolting/Weldm JM CO 2ND FLR MENS & WOMENS LOCKER ROOM & KITCHEN 1ST FLR OFFICES WALLS ONLY COMPLETE HVAC @ HARD LIDS 1ST FLR WALLS OFFICES ONLY 1ST FLR WALLS OFFICES ONLY 2ND FLR OFFICES WALLS ONLY 2ND FLR WALLS ONLY 1ST FLR FLOOR BOXES 2ND FLR WALLS 2 STAIR LANDING FTGS 2 CLMN BASE FTGS 1ST FLR (3) POST FTGS SAME INSTALL MAT PADS AND SET AB TEMPLATE plum undergr required Friday December 05 2008 Page 2 of 2 City of Carlsbad Bldg Inspection Request For 12/15/2008 Permit* CB080879 Title MC CONSULTANTS- 27,347 SF Description OFFICE TO OFFICE Inspector Assignment JM 2055 CORTE DEL NOGAL Lot 0 Type Tl Sub Type INDUST Job Address Suite Location ONTRACTOR MC3 CONSTULTANTS, INC Owner S D C CORTE L L C Remarks Phone 7605196801 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By SHAWN Entered By CHRISTINE Act Comments £1 Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR08076 ISSUED MC CONSULTANTS STRUCTURAL CHANGES ROOF HATCH RELOCATED PCR08119 ISSUED MC CONSULTANTS REVISIONS PCR08126 ISSUED MC CONSULTANTS ELECTRICAL REVISIONS Inspection History Date Description Act Insp 12/05/2008 89 Final Combo CO JM 12/04/2008 89 Final Combo CO JM 12/02/2008 89 Final Combo CA JM 12/01/2008 89 Final Combo CO JM 11/21/2008 19 Final Structural NR JM 11/21/2008 39 Final Electrical CO JM 11/21/2008 39 Final Electrical NR JM 11/20/2008 31 Underground/Conduit Wiring AP JM 11/13/2008 11 Ftg/Foundation/Piers AP JM 11/13/2008 31 Underground/Conduit-Wiring PA JM 11/10/2008 34 Rough Electric CO JM Comments NEED PLANNING OK TO OCCUPY BLDG NEED PLANNING/LIST SHAWN NEED ALL DEPARTMENTS LIGHT POLES LIGHT POLE FTGS City of Carlsbad Bldg Inspection Request For 12/05/2008 Permit* CB080879 Title MC CONSULTANTS- 27,347 SF Description OFFICE TO OFFICE Inspector Assignment JM 2055 CORTE DEL NOGAL Lot 0 Type Tl Job Address Suite Location ONTRACTOR MC3 CONSTULTANTS, INC Owner FILSINGER STEVE C Remarks Sub Type INDUST Phone 7605196801 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By SHAWN Entered By CHRISTINE f i/ Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR0807y ISSUED MC CONSULTANTS STRUCTURAL CHANGES ROOF HATCH RELOCATED PCR08119VHS8UED MC CONSULTANTS REVISIONS PCR08126VfSSUED MC CONSULTANTS ELECTRICAL REVISIONS Inspection History Date Description Act Insp 12/04/2008 89 Final Combo CO JM 12/02/2008 89 Final Combo CA JM 12/01/2008 89 Final Combo CO JM 11/21/2008 19 Final Structural NR JM 11/21/2008 39 Final Electrical CO JM 11/21/2008 39 Final Electrical NR JM 11/20/2008 31 Underground/Conduit-Wiring AP JM 11/13/2008 11 Ftg/Foundation/Piers AP JM 11/13/2008 31 Underground/Conduit Wiring PA JM 11/10/2008 34 Rough Electric CO JM 10/31/2008 14 Frame/Steel/Bolting/Weldmg AP JM Comments NEED PLANNING/LIST SHAWN NEED ALL DEPARTMENTS LIGHT POLES LIGHT POLE FTGS 1ST FLR T BAR COMPLETE City of Carlsbad Bldg Inspection Request For 09/08/2008 Permit* CB080879 Title MC CONSULTANTS- 27,347 SF Description OFFICE TO OFFICE Inspector Assignment JM 2055 CORTE DEL NOGAL Lot 0 Type Tl Sub Type INDUST Job Address Suite Location OWNER S D C CORTE L L C Owner FILSINGER STEVE C Remarks 1pm or so please Phone 7605196801 Inspector Total Time Requested By STEVE Entered By KATHY CD Description 24 Rough/Topout 34 Rough Electric Act Comments Comments/Notices/Holds Associated PCRs/CVs PCR08076 ISSUED MC CONSULTANTS Inspection History Original PC# STRUCTURAL CHANGES ROOF HATCH RELOCATED Date 09/03/2008 09/03/2008 09/02/2008 09/02/2008 08/29/2008 08/29/2008 08/27/2008 08/27/2008 08/25/2008 08/21/2008 08/20/2008 08/20/2008 08/14/2008 08/05/2008 08/05/2008 08/05/2008 07/31/2008 Description 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 34 Rough Electric 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 14 Frame/Steel/Bolting/Weldmg 34 Rough Electric 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 31 Underground/Conduit Wiring 34 Rough Electric 1 1 Ftg/Foundation/Piers Act AP AP CA CA AP AP NR AP AP CO AP AP AP AP AP AP AP Insp JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM JM TP Comments ENTRY / LOBBY 2ND FLR SOFFITS STEVE 2ND FLR SOFFITS 2ND FLR MENS & WOMENS LOCKER ROOM & KITCHEN 1ST FLR OFFICES WALLS ONLY COMPLETE HVAC @ HARD LIDS 1 ST FLR WALLS OFFICES ONLY 2ND FLR OFFICES WALLS ONLY 2ND FLR WALLS ONLY 1ST FLR FLOOR BOXES 2ND FLR WALLS 2 STAIR LANDING FTGS HE CITY OF DIEGO 'IVi'vON OF J jILDIV^ j, A.-=~v NJPECTIONSl-.Rv'lCLS .el iBi'S) 1 J2 jO/"Fi'.in-,S)4t'2 iUJB SPECIAL INSPECTOR ID CARD ........... ROGER.-.EHLE tsod Decembers! 2010 :.r.E REVEflSE SIDE f:OK 1 1 PEIS} OF WORK AUTHORIZED fr-OK Roger R Ehlers n i'.ii. _ i i->!or Jihn;l 05101131 _ i i I .1 mil October 1 2011 I X.IIMI I Oil,. VU I i.)l\!i l\SPl-0''OR Roger R. Ehlers Hi o ii'ihu! > !lit .. i; ii r _l <it li-ii"!! ii I i I ihi ^ViS S; ii I i I » 0 C i ii \ ' VI. ll ,. ll |1. li I '.)( ! .», » 111 ._ 1 i HI! ... '* vi )|'K !l HI . I Ok f bllJlJ t UM oi^ %! in;-, i October 2008 ROGER EHLERS STRUCTURAL WELDiNG SPECIAL INSPECTOR written examination Expiration date No 5315980 S2 ___ x ^^ holder ,CC ce^caton attests fo compete,/ toowtedge of codes and standards Warren W. Scott + Architecture Project Clarifications and Substitutions Clarification 2 August 15, 2008 Project MC2 Consultants Tl, 2055 Corte Del Nogal, Carlsbad Contractor MC3 Consultants Clarifications and Substitutions to plans: The following clarifications and modifications shall be noted to the construction documents 1 The following partial framing plan, detail sketch and calculation are provided to indicate the cutting of the top cord of an existing floor truss to accommodate the installation of a toilet flange where required The extent of the cut in the top cord shall be limited to a max of 4- 1/2" Plywood shall be placed each side of truss and shall extend two bays of the truss framing in the location of the notch In addition, a 6' long x 1 -3/4"x 5-1/2" L VL shall be applied to one side of the truss, centered on notch with attachment as per detail Warren W Scott, Architecture Warren W Scott C11211 763 2nd Street • Suite 200 • Encinitas • California • 92024 • 760 943 8180 • FAX 760 943 0119 CONG PAD FTG SCHEDULE P1 -36"SQ x12"THK PAD FTG W/ (4) #4 EA WAY P2-48"SQ x12"THK PAD sFTG W/ (5) #4 EA WAY Truss notched for toilet plumbing, See attached detail NEWS SQ x 1/4" STL COL; Notch Existing Floor Truss NEW FLOOR INFILL WITH 11 9" EXIST DBL 2x4 TOP CHORD CUT AS REQUIRED EXIST STL TUBE DIA, CUT AS REQ'D EXIST UJEB VERTICAL CUT AS REQUIRED NEW P-TRAP 2/B' PLYUJD EA. SIDE W 8d « fe1 OjC EDGE NAIL AND ed « 12' OjC FIELD NAIL 6>'-0' LONG 1-3/41 X 5-1/2' LVL UJ/ 1/4-X4-W SIMPSON SDS SCREWS AT 4'oc. STAGGERED AT ONE SIDE OF NOTCH X X X X. X AX V X«l v\\H\X\XV^CJi \ /1 /y\ / / i NEW TOILET FLANGE AND P-TRAP CUT INTO TOP CORD OF TRUSS, VERIFY LOCATION NOTCH PLYWD ON ONE SIDE TO CONNECT TRAP TO UJASTE PIPING v/vv yyTT" X XAXX VXiX^X \ ' V / / / / \ / NOTCH FOR P-TTRAP SHALL BE LOCATED WITHIN THIS AREA PLYWOOD FOR1 TUIO (2) BAYS EXIST DBL'2x4 BOTTOM CHORD fe'-0' LONG X 1-3/4' X 5-1/21 LVL CENTERED ON NOTCH AT ONE SIDE NOTCH IN EXISTING TRUSS Revlftsd &-I&- WARREN W SCOTT C-011211 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P O Box 2211 « Rancho barvto Fe CA 92067 Telephone (858) 759-2434 • Tax (858) 759-S324 JOB OF iSI1LCT NO jl CALCULATED BY PS. CHECKFD BY DATE SOIbd 8b 20Q8-D£C-Q3 03 50PM FROM- £& 7575 METROPOLITAN DRIVE SUITE 203 1 SAN DIEGO CA 92108 RETURN SERVICE REQUESTED CONVEYANCE PERMIT T-410 P 001/00! F-618I r\ t «- s-* ~ _ DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH PERMIT TO OPERATE A CONVEYANCE ***""• "•***AinO<""^ D1GI1 921 40 7<1MADISON SQUARE PROP MGMT ATfN LlSABOSS'lICK PROPMGR 5414 OBERLIN DR STC 140 SAN DIEGO, CA 92121-4744 Conveyance Number J 42669 Permit Expires 08/04/2009 Inspection Date Issue Date 08/04/2008 11/25/2008 Location 2055 COR TE DEL NOGAL CARLSBAD CA 92009 Owners ID P4SS1 California law requires that all conveyances shall have a valid permit posted conspicuously on the conveyance (Labor Code Sections 7300-7324) Please detach your new permit at the dotted line and post on the conveyance Retain this portion for your records STATE OF CALIFORNIA Department of Industrial Relations Division of Occupational Safety & Health INSPECTION 142669 Conveyance Number LOCATION 5055 CORTE DEL NOGAL Street Address 08/04/2008 08/04/2009 Date of Inspection Date Permit Expires CARLSBAD City or Town LOAD PERMISSIBLE 002500 Pounds 076 Persons H3636 Inspector DESCRIPTION PASSENGER Type af Conveyance EV02 PASS 1 Owner s Id HYDROELECTRIC Power HYDROELECTRIC Type of Machina THIS PERMIT SHALL BE POSTED ON THE CONVEYANCE EsGii Corporation In Partnership witfi. government for (BuiCding Safety DATE June 30, 2OO8 JURISDICTION Carlsbad OPLAN REVIEWER a FILE PLAN CHECK NO O80879 SET HI PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME Office T I for MC Consultants, Inc AJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Abe Dohente Enclosures Esgil Corporation D GA D MB D EJ D PC 6/27/08 9320 Chesapeake Drive, Suite 20S + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560 1576 EsGil Corporation In (Partnership with government for (Building Safety DATE June 19, 2008 JURISDICTION Carlsbad PLAN CHECK NO 080879 SET II PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME Office T I for MC Consultants, Inc APPLICANT PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X3 The applicant's copy of the check list has been sent to Warren W Scott 987 Hermes Ave , Encmitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Warren W Scott Telephone # 760/943-8180 Date contacted 6//?//i?/fby-^fej Fax # -0119 Mail * Telephone Fax^X In Person REMARKS By Abe Dohente Enclosures Esgil Corporation S GA D MB D EJ D PC 6/11/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 Carlsbad O8O879 June 19, 2OO8 RECHECK CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O8O879 PROJECT ADDRESS 2055 Corte Del Nogal SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 6/11/08 June 19, 2O08 REVIEWED BY Abe Doliente FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations The approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit three new complete sets of prints to Esgil Corp ortothebldg dept of the juris 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 previous 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? QYes UNo Carlsbad O8O879 June 19, 2008 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial 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 1 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed California Business and Professions Code PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1 The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued 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 2 The response by Warren W Scott, the Architect "See Attached" and the response by DEC Engineers "See Architectural responses for 1 through 4 comments " No response provided Correct the new Storage Rooms over 100 square foot in area to show the required separation As per IBC, table 508 2 the incidental use areas for storage rooms over 100 sq ft of floor area, shall be separated from the remainder of the building by a fire barrier or if provided with an automatic fire extinguishing system the separation must comply with IBC, Section 508 2 2 "the incidental use area shall be separated form the remainder of the building by construction capable of resisting the passage of smoke The partitions shall extend from the floor to the underside of the fire- resistance-rated floor/ceiling assembly or fire-resistance-rated roof/ceiling assembly above or to the underside of the floor or roof sheathing, or sub deck above Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715473 Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80 " Carlsbad 080879 June 19, 2008 3 The response by Warren W Scott, the Architect "See Attached" and the response by DEC Engineers "See Architectural responses for 1 through 4 comments " No response provided Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers Be sure to include a symbol on the symbol schedule for each damper type IBC 716 4 The response by Warren W Scott, the Architect "See Attached" and the response by DEC Engineers "See Architectural responses for 1 through 4 comments " No response provided Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013 5 "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface " PLUMBING (2006 UNIFORM PLUMBING CODE) 6 The sheet P1 0 does not show the mam water line from the water meter to the building And sheet P2 1 still shows an existing 11/2 inch water main serving this building Please correct The existing 11/2 inch water mam serving this building, as shown on sheet P2 1, seems to be undersized for the total building water demand as per the water line sizing calculations on sheet PO 2 Please correct the water line sizing from the public water meter to the new fixtures 9 Please provide cut-sheets and installation instructions for the proposed Thermostatic Mixing Valve, including instructions for installing on a hot water recirculation system Without special controls the hot water pump can force the water temperature above the set temperature limit Please address Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees Detail how this temperature limitation is achieved Note The water heater thermostat may not be used for compliance with this Code section UPC 4131 & UPC 414 10 The response by Warren W Scott, the Architect "See Attached" and the response by DEC Engineers "See Architectural responses for 1 through 4 comments " No response provided Floors shall slope to the floor dram(s) location(s) Please detail on the architectural floor plans UPC 411 4 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 16 The plans show new exhaust fan from the elevator equipment room, with no make- up air Also, the elevator equipment room must be one hour fire rated separated from the rest of the building Detail make-up air and required smoke and fire dampers Provide the exhaust and make-up air design for the occupancy type listed in Table 4 4 UMC 403 7 Note If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans EsGii Corporation In (Partnership wild government for (BuiCding Safety DATE May 23, 2O08 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 080879 SET I PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME Office T. I for MC Consultants, Inc The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person 2<] The applicant's copy of the check list has been sent to Warren W Scott 987 Hermes Ave , Encmitas, CA 92024 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 Warren W Scott Telephone # 760/943-8180 Date contacted S/2=>'c& (by ^ ) Fax # - 0119 Mail / Telephone Fax"/ In Person REMARKS By Abe Dohente Enclosures Esgil Corporation $3 GA ER] MB D EJ D PC 5/15/08 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad O80879 May 23, 2OO8 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O80879 OCCUPANCY B TYPE OF CONSTRUCTION V-B ALLOWABLE FLOOR AREA exist'g SPRINKLERS'? Yes REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED May 23, 2008 JURISDICTION Carlsbad USE Offices ACTUAL AREA 27,347 SF STORIES 2 HEIGHT OCCUPANT LOAD 273 DATE PLANS RECEIVED BY ESGIL CORPORATION 5/15/08 PLAN REVIEWER Abe Dohente FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 105 4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e , plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad O80879 May 23, 2008 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial 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 1 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed California Business and Professions Code 2 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed * Occupancy Classification(s) B * For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508 3 * Description of Use Offices * Type of Construction V-B * Sprinklers Yes * Stories 2 * Height * Floor Area 27,347 SF * Occupant Load 273 • EXIT SIGNS 3 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1011 1 4 A tactile sign stating "EXIT" and complying with ICC A117 1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge Section 1011 3 Carlsbad O8O879 May 23, 2008 5 Show two sources of power for the lamps at exit signs Section 1011 53 6 Show that the means of egress path will be lighted with at least one foot candle at floor level Section 1006 7 Show separate sources of power may be required for exit illumination Review Section 1006 3 • ACCESSIBILITY 8 Compliance with the disabled access requirements are either shown on noted on the plans These will have to be field verified • ADDITIONAL 9 Recheck the call-outs and cross referencing of the details Refer to sheets A3 4, A4 2 and S2 2 of the plans 10 Please see the following corrections for electrical, energy, plumbing and mechanical 11 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 12 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list7 Please indicate Q Yes a No 13 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Abe Dohente at Esgil Corporation Thank you Carlsbad O80879 May 23, 2OO8 * ELECTRICAL & ENERGY PLAN REVIEW * 2005 NEC • PLAN REVIEWER Morteza Beheshti 1 All electrical sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation Please include the California license number, seal, date of license expiration and the date the plans are signed Business and Professions Code (final set) 2 Show on the plan the location of the service(s) NEC 110 26, 230 2 3 Some areas such as the training room on the second floor do not have emergency illumination at the floor level Please specify a second source of power for the emergency lights IBC 1006, NEC 700 16 4 If utilizing a series-rated system, note on plans "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and" The overcurrent devices shall be AIC rated per manufacturers labeling of the electrical equipment" • ENERGY CONSERVATION 5 The imprinted LTG-1-C, and MECH-1-C forms must be signed on the plans Note If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued Business and Professions Code The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued 2 Correct the new Storage Rooms over 100 square foot in area to show the required separation As per IBC, table 508 2 the incidental use areas for storage rooms over 100 sq ft of floor area, shall be separated from the remainder of the building by a fire barrier or if provided with an automatic fire extinguishing system the separation must comply with IBC, Section 508 2 2 "the incidental use area Carlsbad 08O879 May 23, 2008 shall be separated form the remainder of the building by construction capable of resisting the passage of smoke The partitions shall extend from the floor to the underside of the fire-resistance-rated floor/ceiling assembly or fire-resistance- rated roof/ceiling assembly above or to the underside of the floor or roof sheathing, or sub deck above Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715473 Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80 " 3 Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers Be sure to include a symbol on the symbol schedule for each damper type IBC 716 4 Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013 5 "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface " PLUMBING (2006 UNIFORM PLUMBING CODE) 5 Show the public water meter location and size on the plumbing site plan 6 The existing 11/2 inch water mam serving this building seems to be under sized for the total building water demand as per the water line sizing calculations on sheet PO 2 Please correct the water line sizing from the public water meter to the new fixtures 7 Please show the upstream sewer manhole rim and finished floor elevations Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve ) UPC 710 1 8 Show 1/4 inch per 12 inch slope on dram and waste lines UPC Section 708 0 9 Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees Detail how this temperature limitation is achieved Note The water heater thermostat may not be used for compliance with this Code section UPC 413 1 & UPC 414 10 Floors shall slope to the floor dram(s) location(s) Please detail on the architectural floor plans UPC 4114 11 Provide the following information concerning the water heater a) Show water heater size, type and location on plans UPC 501 0 b) Show that water heater is adequately braced to resist seismic forces Provide two straps One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank UPC 508 2 Carlsbad O8O879 May 23, 2O08 c) Show P & T valve on water heater and detail the dram routing to the exterior It may not be installed upwards from the valve UPC 506 2/608 3 d) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators Please address UPC 608 3 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 12 Show the size, location, and types of all heating and cooling appliances or systems 13 The mechanical plans seem to be incomplete and incorrect The ducting through the roof and through the floor systems do not seem the match at each floor level and the roof and the exhaust systems seem to be incomplete 14 Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904 1033 Please provide City approval for use of an outside ladder is required 15 Detail the primary and secondary mechanical condensate waste design Pipe sizing, routing, and termination areas UMC 310 0 & UPC 807 2 16 Provide the exhaust and make-up air design for the occupancy type listed in Table 4 4 UMC 403 7 17 Provide the independent ventilation or the air conditioning system required for the elevator equipment room to prevent the overheating of the electrical equipment IBC 3006 2 Note If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans Carlsbad 080879 May 23, 2008 VALUATION AND PLAN CHECK FEE PLAN CHECK NO 08O879 DATE May 23, 2O08 JURISDICTION Carlsbad PREPARED BY Abe Dohente BUILDING ADDRESS 2055 Corte Del Nogal BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-B BUILDING PORTION Office T 1, Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rldn Pprmif FPP bv Ordma AREA (Sq Ft) 27347 cb Valuation Multiplier 3437 By Ordinance nee ^ ! Reg Mod VALUE ($) 939,916 939,916 $3,19425 Plan Check Fee by Ordinance Type of Review I I Repetitive FeeRepeats Complete Review D Other r- Hourly Structural Only Hour* Esgil Plan Review Fee Comments $2,07626 $1,78878 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB.DATE ADDRESS.OoJi RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) NANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER J PLANNER ENGINEER \( DATE DATE (/ -Si .SJ"co 75Q Q PLA?JNING'DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB080879 Address 2055 Corte del Noqal Planner Deborah Milarri Phone (760)602-4619 APN 213-061-08 Type of Project & Use Jj Net Project Density DU/AC Zoning P-M General Plan PJ Facilities Management Zone CFD (in/out) #_Date of participation Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit Legend Item Complete D D D D D Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES D NO D TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required YES D NO D TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES Q NO Q If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES D NO D (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Site Plan Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number D Policy 44- Neighborhood Architectural Design Guidelines 1 Applicability YES D NO D 2 Project complies YES D NOQ Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope Required Required Required Required Required 2 Accessory structure setbacks Front Required Interior Side Required Street Side Required Rear Required Structure separation Required Shown Shown Shown Shown Shown Shown. Shown Shown. Shown. Shown D D 3 Lot Coverage Required Shown D D 4 Height Required Shown Spaces Required Shown5 Parking n (breakdown by uses for commercial and industrial projects required)" Residential Guest Spaces Required Shown Additional Comments Correction #1 Please show how new and moved roof-mounted equipment will be screened from ground level view A side elevation of the building with proposed equipment and mechanism of screening to scale will be fine OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category TI , INDUST Date of Report 07-03-2008 S D C CORTE L L C Reviewed by Name Address 7065 EL CAJON BLVD SAN DIEGO CA 92115 Permit # CB080879 8LDG DEPT COPY Job Name MC CONSULTANTS- 27,347 SF Job Address 2055 CORTE DEL NOGAL CBAD The item you have submitted tor review is incomplete At this adequately conductaT^q^afetculetermine cqmnripp W1'1 fl'm "1 ] ' ..... '****<> ™ carefully all coming || , iUm In l] ^1 I i i n i In |iiii irTTTTT ior review and approval Conditions cannot - standards Please illi i h in i i I ..... I I Cond CON0002803 [NOT MET] 1 Sheets A2 5 & A2 6 - Illuminated exit signs shall be shown on electrical plans Entry 05/27/2008 By cwong Action CO Cond CON0002902 [MET] ** APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 07/03/2008 By cwong Action AP Carlsbad Fire Department Plan Review Requirements Category TI , INDUST Date of Report 05-27-2008 Reviewed by >d Name S D C CORTE L L C Address 7065 EL CAJON BLVD SAND1EGOCA 92115 QT DG DFPT COPYOJU.IL'Vl. LJX-jL L V^VJ'jr I Permit # CB080879 Job Name MC CONSULTANTS- 27,347 SF Job Address 2055 CORTE DEL NOGAL CBAD INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions Cond CON0002803 [NOT MET] 1 Sheets A2 5 & A2 6 - Illuminated exit signs shall be shown on electrical plans Entry 05/27/2008 By cwong Action CO IPALOS VERDES (Engineering Civil and Structural Consulting O Please Respond To 6027-1 Paseo Dehcias PO Box 2211 Rancho Santa Fe California 92067-2211 858 759 2434 858 759 8324 FAX ranchosantafe@pvec com O Please Respond To 27520 Hawthorne Blvd Suite 250 Rolling Hills Estates California 90274-3512 310541 5055 310541 0321 FAX info@pvec com Structural Calculations Tenant Improvement Prepared For Warren W Scott Architecture 987 Hermes Avenue Encimtas, CA 92024 Project MC Consultants, Inc 2055 Corte del Nogal Carlsbad, CA RCE C57182, expl2/31/09 PROJECT ENGINEER April 23,2008 PVECFiIeNo 24-08-261 PALOS VERDES ENGINEERING CORPORATION 6027-1 Paseo Dehcias * P 0 Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 1 0 Design Criteria Code Timber MC Consultants, Inc 24-08-261 2007 California Building Code - ASCE 7-05 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing DF-L #2 (unless noted otherwise) 2x Rafters & Joists DF-L #2 " Posts & Beams DF-L#1 " Glue-Lam Beams Sheathing Engineered Framing Concrete Concrete Block Mortar Grout Reinforcing Steel Structural Steel Simple Span Cantilevers Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Mm APA-Rated Sheathing, Exposure 1, Plywood or OSB (UNO) Wood I-Joists LVL, PSL TJI 110,210,230,360,560 ICCESR-1153 1 9E Microllam, 2 OE Parallam ICBO ER-4979 Compressive Strength @ 28 days per ASTM C39-96 Footings f c = 2500 psi Grade Beams f c = 3000 psi Grade N-I per ASTM C90-95, f m = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Mm f m = 1800 psi @ 28 days Coarse Grout w/ 3/8" Max Aggregate per ASTM C476-91, Mm f m = 2000 psi @ 28 days #4 & Larger #3 & Smaller ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) 'W' Shapes ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes ASTM A53, Grade B, Fy=35 ksi Welding Electrodes Bolts Soils References Structural Steel A615-60Rebar E70-T6 E90 Series Sill Plate Anchor Botls & Threaded Rods Steel Moment & Braced Frames 1000 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, UNO) Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-08-261 SHEET NO 2. CALCULATED BY CHECK BY SCALE OF PSC DATE DATE 4/23/08 2 Q LOAD LIST 21 Roof (Vaulted) Roofing 5 5 psf 15/32" Sheathing 1 5 psf Roof Framing 4 0 psf 5/8" Gyp Bd 28 psf Insulation and Misc 1 2 psf SDL= 15 Opsf SLL = 20 0 psf Total Load = 35 0 psf 2 2 Roof (w/ ceiling) Roofing 5 5 psf 15/32" Sheathing 1 5 psf Roof Framing 4 0 psf Insulation and Misc 1 0 psf SDL= 12 Opsf SLL = 20 0 psf Total Load = 32 0 psf 2 3 Ceiling Ceiling Joists 1 0 psf 5/8" Gyp Bd 28 psf Insulation and Misc 1 2 psf SDL = 50 psf SLL= 10 Opsf Total Load = 15 Opsf 2 4 Walls Exterior Wall Cone Wall 90 0 psf Opsf 0 psf 0 psf Opsf SDL = 90 0 psf Interior Wall 1/2" Gyp Bd (2 Sides) 2x4 Studs @ 16" o c Misc 46 psf 1 1 psf 23 psf 2DL = 80 psf Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-08-261 SHEET NO CALCULATED BY CHECK BY SCALE OF PSC DATE 4/23/08 DATE 2 0 LOAD LIST (CONTIN) 2 5 Floor Floor Cover 5 5 psf Sheathing 2 3 psf 2x F J 3 1 psf 5/8" Gyp Bd 28 psf Insulation and Misc 1 3 psf SDL= 150 psf SLL = 50 0 psf Total Load = 65 0 psf (ASCE 7-Equation6-1) WIND PARAMETERS Basic Wind Speed = 85 mph Exposure Cat = C A=135 (fig 6-3) Ps30= 11 5 psf (fig 6-3) Kzt=100 (fig 6-4) 1= 10 (table 11 5-1) (114-3) USGS APPLICATION Ss= 1 168 S,= 0442 Fa= 1 03 Fv= 1 56 R = 3 5 I = 1 00 hn= 2500 Occupancy Category 2 Site Class D SEISMIC DESIGN CATEGORY Cs = 0 23 USE V= CSWDL V= 0 230 WDL ASP BASE SHEAR v = CSWDLVASD 14 VASD= 0164WDL ] <075 ] >004 (11 6 ASCE 7-05) (1141 ASCE 7-05) Equation 12 8-1 Applies = C,*(hn)u"= 0224 = SDI/SDS= 0459 k= 10 Seismic Design Category Ta < (0 8)Ts, OK Ta<05 D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 12 Longitude = -117 278 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 0 ,Fv = 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 02 1 168 (Ss, Site Class B) 10 0 442 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 12 Longitude = -117 278 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1 033 ,Fv = 1 558 Period Sa (sec) (g) 02 1 207 (SMs, Site Class D) 10 0 688 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 12 Longitude = -117 278 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 033 ,Fv = 1 558 Period Sa (sec) (g) 02 0 805 (SDs, Site Class D) 10 0 459 (SD1, Site Class D) Palos Verdes Engineering Corporation JOB 24-08-261 | Lfln^^M Consulting Structural Engineers SHEET NO ^H.^^_ 6027-1 Paseo Delicias * P O Box 22 1 1 * Rancho Santa Fe, CA 92067 CHECK BY l^^l Telephone (858) 759-2434 - Fax (858) 759-8324 SCALE ....... •=. — — _ L.I LJ_L_L_l_L_ 4 0 FLOOR FRAMING I 4 1 "' 4 _ ...'.\ — •~™~~^ (FB-l) .~. .. 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L» J —— t<~T~ IS'! j.*....... •- to\t J ..-.^HK i _._. i t~ "™" { I i [ j[T_ PSC OF DATE 4/23/08 DATE "~ — rr«- ? — E i$'— IT»!)• !.. _T _ ! 1i _ ^jN M ISII / r Tf] F-I [ i4 1 "~"ii_L ^ — - I• t F - » _. T"" 1- 1 f- SUL*. |- i _ — lew4t i ! i j ! i ! 1 J- Ut.^Sr .f' ? i^i^i i |_ iir!t— t—j i" "i " " '""""" ....... 14 ! 1 T i[ !j i^ -H i i,. 1 .- „_..! 7"; — »# ^ y .1<£• ... -j _J ^ ? _ .«rl|>v 1ff 1 ! i to.j - — _ i 1~r ~ -Sojp : olwl™ r — | i j - — 1 a: H ?T _, 1 -flM i ! i TO.I"T SSXX& Ey~ M. .^*J] _J_ 1 1 ~~l .. — i1 -W?— y S L%*< i n-|;,.__f z.:1 ~ t i••--•f •• i 1I >0 """" _. ..v- ^^ " I -h s r .. | ._... — I Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-08-261 SHEET NO < CALCULATED BY CHECK BY SCALE OF PSC DATE 4/23/08 DATE Palos Verdes Engineering Corpation 6027 J Paseo Delicias PO Box 2211 (858)7592434 (858) 759-8324 (Fax) paul(5)pvec com Printed 29 APR 2008 Description (FBI)FlrBm Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Truss Joist Wood Grade Parallam 2 OE Fb Compr Fb Tension Fc Prll Fc - Perp Fv Fti ._ i i i . 2900 psi 2900 psi 1600psi 650 psi 290 psi 1000 psi £ Modulus of Elasticity Ebend-xx 2000 ksi Emmbend-xx Oksi Density 34 15pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(0 385) L(0 635) 2~"25 25x16 0 180ft Applied Lbjicis Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 0 3850, L = 0 6350 k/ft Tributary Width = 1 0 ft' Maximum Bending Stress Ratio = Section used for this span fb Actual = FB Allowable i Load Combination i Location of maximum on span = , Span # where maximum occurs = I Maximum Deflection i Max Downward Live Load Deflection Max Upward Live Load Deflection i Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection ' Total Deflection Ratio 0778 1 5 25x16 0 2 256 16 psi 2 900 00 psi -t-D+L+H 8 940ft Span # 1 0 423 in 0 000 in 510 0 693 in 0 000 in 311 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L+Lr S W Support #1 Support #2 364 364 572 572 0491 1 525x160 142 45 psi 290 00 psi +D+L+H 16671ft Span # 1 H iiOverall Maximum Deflections - Unfactored Loads Load Combination Span Max " Defl Location in Span Load Combination Max "+ Defl Location in Span ^ ..... „. .......... Maximum Deflections^foRLoadiCombinations .m „ 9060. ^ Unfactbfed^MdsW'^" 00000 0000 Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span DOnly Lr+L Only Maximum Reactions-'Unfactored 0 2697 0 4230 0 6927 9 060 9 060 9 060 00000 00000 00000 0000 0000 0000 Load Combination Support Vertical Reaction Overall MAXimum Support 1 (D+Lr + L)9359 Palos Verdes Engineering Corpation 6027fPaseoDelicias PO Box2211 (858) 759 2434 (858) 759-8324 (Fax) paul@pvec com Title Dsgnr Project Desc Project Notes Job# Printed 29 APR 2008 Rte.ttaf bKkuptaetfold^ ': ''' '':" N27083';- Description (FB 2) Fir Bm Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Truss Joist Wood Grade Parallam 2 OE Fb - Compr Fb Tension Fc-Prll Fc - Perp Fv Ft 2,900 0 psi 2 900 0 psi 1 ,600 0 psi 650 0 psi 290 0 psi 1 ,000 0 psi £ Modulus of Elasticity Ebend xx Emmbend - xx Density 2 000 Oksi ksi 34 150pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(3525).L(5875) D(0 058) L(0 062) 5 25x16 0 190ft fAppliel'Loads;:'Wijt ,-. ,i -*9fi:--",v,--1 Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 0 0580, L = 0 0620 k/ft, Tributary Width = 1 0 ft Point Load D = 3 5250, L = 5 8750 k (5) 6 260 ft 083Q 1 525x160 2 408 41 psi 2 900 00 psi +0+L+fl 6248ft Span # 1 0 400 in 0 000 in 569 0 674 m 0 000 m 338 Maximum Bending Stress Ratio = Section used for this span fb Actual = FB Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection ; Max Upward Live Load Deflection : Live Load Deflection Ratio ••i Max Downward Total Deflection ; Max Upward Total Deflection ; Total Deflection Ratio Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips) D _ L+Lr i Support #1 " ~310"~ 453" Support#2 190 252 W 0459 1 525x160 133 10 psi 290 00 psi +0+L-I-H 0000ft Span#1 H .Overall Maximum peflMtiohs^UrifadQretfLpafs Load Combination Span Max "" Defl Location in Span Load Combination Max +"Defl Location in Span D+Lr 1 06742 8799 00000 0000 Maximum Deflections for Load Combinations Unfactored Loads Load Combination DOnly Lr+i Only D + Lr + L Span 1 1 1 Max Downward Defl 02737 04005 06742 Location in Span 8926 8799 8799 Max Upward Defl 00000 00000 00000 Location in Span 0000 0000 0000 Palos Verdes Engineering Corpation 6027 I'Paseo Dehcias PO Box2211 (858)7592434 (858) 759-8324 (Fax) paul(5)pvec com Wood Beam Design Title Dsgnr Project Desc Project Notes Job# V Printed 30 APR 2 Re \\rsf backupUietfoldertJobs on CApp\PC\2p08\08-261-MCScoffiCalc\mccon ec6 Description (FB3)RrBm Material Properties Calculations per IBC 2006, CBC 2007 2005 NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Truss Joist Wood Grade Parallam 2 OE Fb Compr Fb Tension Fc-Prll Fc Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(024 D(0 33) L(0 5£j T V V V ' L(0 4) D(0 36) ) D(0117)L(0163) ' V t * T '/ Tr-1'r "i 2S ^ L(1 65) 5 25x18 0 2,900 0 psi 2,900 0 psi 1 ,600 0 psi 650 0 psi 290 0 psi 1 0000 psi D(036)L(1 D(0 238) L(0 Y E Modulus of Elasticity Ebend-xx 2,000 Oksi Emmbend - xx ksi Density 34150pcf 65) 363) V T ^^M'^^?* /^i^gm^^r:^.r> *•'-.; 22 250 ft Applied Loads Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 0 330, L = 0 550 k/ft, Extent = 0 0 -» 2 330 ft, Tributary Width = 1 0 ft Uniform Load D = 01170, L = 01630 k/ft, Extent = 2330-»9080 ft Tributary Width = 1 0 ft Uniform Load D = 0 2380, L = 0 3630 k/ft Extent = 9 080 -» 22 250 ft Tributary Width = 1 0 ft PomtLoad D = 0240 L = 040k(g)2330ft Point Load D = 0 360, L = 1 650 k @ 9 670 ft PomtLoad D = 0360 L= 1 650k(5) 15670ft DESIGN SUMMARY ' ? iLj Maximum Bending Stress Ratio = 0 728 1 Section used for this span 5 25x18 0 fb Actual = 2,111 19psi FB Allowable = 2,900 OOpsi Load Combination +D+L+H Location of maximum on span = 11349ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Live Load Deflection = 0 568 in Max Upward Live Load Deflection = 0 000 in Live Load Deflection Ratio = 470 Max Downward Total Deflection = 0 867 m Max Upward Total Deflection = 0 000 in Total Deflection Ratio = 308 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips) D L+Lr £ Support #1 " ~ 302 523"" Support #2 313 564 0429 1 525x180 124 43 psi 290 00 psi +D+L+H 20757ft Span # 1 W H ! jOyerall Maximum Deflections • Unfactored Loads ;, Load Combination Span Max "" Defl Location in Span Load Combination Max "+ Defl Location in Span Lr + L 1 08668 11349 00000 0000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span DOnly Lr-H. Only 02991 05676 11349 11349 00000 00000 0000 0000 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-08-261 SHEET NO CALCULATED BY CHECK BY SCALE OF PSC DATE 4/23/08 DATE 6 0 FOUNDATION DESIGN 6 1 CONTINUOUS FOOTING w= 1125 plf width = 1125 plf = 1125 ft (MIN) => 14 INCHES (MIN ) 1000 psf ( E ) 15 " WIDE CONTIN FTG W/ 1 - # 4 TOP AND BOTTOM & EMBED 18 " INTO UNDISTURBED SOIL (MIN ) ASBP= 1000 psf 6 2 MAX POINT LOAD ON FOOTING i \ \ Pall = 1000 * 15 * 48 12 12 Pall= 5000 Ibs 6 3 PAD DESIGN PAD PI P2 SIZE 36 "SQUAREx 12 " THK W/ 4 -# 4 EACH WAY 48 "SQUAREx 12 "THK W/ 5 -# 4 EACH WAY LOAD Pmax= 1000 * Pmax= 9000 Ibs Pmax= 1000 * Pma,= 16000 Ibs MasterguardT Series CASH ACME DESCRIPTION The Masterguard3 Series is a range of six high flow rate Temperature Actuated Mixing Valves from 3/4" to 2" that mix hot water with cold to deliver tempered water at a controlled temperature, typically 120 F (49 C), 150 F (65 C) maximum The Masterguards® are central mixers intended for installation in the plant room of commercial and industrial facilities to distribute controlled temperature water to the domestic hot water system of a whole building or a whole section of a building The Masterguard® valves are state of the art incorporating the latest in Thermostatic Technology for superior performance The Masterguard51 thermostatic mechanism is based on proven expanding wax technology that provides greater accuracy, faster response to temperature changes and greater resistance to corrosion and failure than earlier technology The Masterguard8 Series incorporates fast acting high quality thermostatic elements that sense the outlet water temperature and react to maintain a stable delivery temperature even under varying and extremely low flows The valves also greatly reduce the outlet flow in the event of a cold water supply failure The Masterguard0 valves feature a robust design based on the expertise gained from years of experience in the design and manufacture of safety valves Every valve is tested for performance on an automated testing station dunng the assembly process The valves are ASSE 1017 listed The Masterguard® valves feature an adjusting handle that can be locked at a desired temperature Alternatively it can function in an adjusting mode, with the handle clearly marked to indicate the direction to turn to achieve hotter or colder water temperatures Each Masterguard® valve has integral mounting feet to allow it to be securely fixed to a wall or frame The Masterguards® are complete with 4m1 Service Fittings on each inlet The 4m1 Service Fittings provide 1 Integral ball valve isolator 2 Large area cylindrical strainer 3 Gauge/flushing port to measure pressure or as flushing point 4 Check valves to prevent cross connection of hot to cold The Service Fittings have a female inlet thread and connect to the base valve via union connections The valve outlets are female NPT threaded The Masterguard8 valves range in size from 3/4" to 2" FEATURES AND BENEFITS Accurate temperature control even at very low flows Faster to commission, greater user comfort and safety Integral mounting feet on valve body No extra brackets to buy, lower cost and more secure installation Fast reaction to changes in flow rate or supply temperature Constant outlet temperature for greater comfort Robust, low complexity construction based on proven Thermostatic Technology Superior reliability, improved user safety Listed by IAPMO and ASSE Inspector friendly peace of mind' SPECBFICATION A Temperature Actuated Mixing Valve shall be installed at the hot water source to distribute tempered water throughout the domestic hot water system at a maximum of 150 F (65 C) The valve shall have a thermostatic control mechanism based on the expanding wax principle and shall have integral mounting feet Each valve shall have integral poppet style check valves on both inlets with a positive seal of the poppet onto an elastomer seat to prevent cross connection from hot to cold The valve shall be complete with integral ball valve isolators, strainers check valves and gauge/flushing ports on each inlet The valve shall be a Cash Acme Masterguard9 MASTERGUARD THERMOSTATIC MIXING VALVES A Division of the Reliance Worldwide Corporation CASH ACME Masterguard Series TYPICAL INSTALLATION The Masterguards8 are central mixers intended for installation in the plant room of commercial and industrial facilities to distribute controlled temperature water to the domestic hot water system of a whole building or a whole section of a building r -._.... Recifculation Piping Diagram SPECIFICATION DATA Measurement in inches Product 810 820 830 840 850 860 Inlet 1/2 3/4 3/4 1 1 1/4 1 1/2 Outlet 3/4 3/4' 1 1 1/4 1 1/2" 2 Flow at 45 psi 19 gpm 30 gpm 51 gpm 75 gpm 105 gpm 149 gpm Mm flow rate* 1 gpm 2 5 gpm 4 gpm 8 gpm 13 gpm 1 8 5 gpm A 55 67 9 2 102 1275 130 B 22 24 24 28 25 2 5 C 7 1 8 1 100 102 137 137 D 98 11 3 13 1 136 163 163 E 1 2 1 3 1 7 1 7 1 9 1 9 F 39 49 67 65 9 3 9 3 G 20 24 35 35 51 5 1 H 1 1 1 3 1 9 1 9 1 9 1 9 "Valve can regulate temperature of lower flow rates with a properly designed recirculatmg system Performance Outlet temperature range 95 -150 F (35 - 65 C) 195 F (90 C) maximum 40 - 80 F (4 - 27 C) +/- 5 F (3 C) 145psi(1,OOOkPa) Temperature hot supply Temperature cold supply Temperature stability Working pressure Maximum Materials Body Seals Springs Fitting Internal Piston CERTIFBCATIONS* Bronze, nickel plated Nitrile elastomer Stainless steel Brass Brass Engineered polymer (810 820), PTFE Coated Brass (830 860) 80 Flow Rate (gpm) 120 The Cash Acme Masterguard* Series is certified to ASSE 1017 and CSA B125 3 The Cash Acme Masterguard3 Series is listed by ASSE and IAPMO 160 A Division of the Reliance Worldwide Corporation 07 CAC-03- 1? 13 07 Printed in USA Masferguard Installation & Minimum Flows RECIRCULATION PIPING DIAGRAM CASH ACME TEMPERED WATER SUPPLY TO SYSTEM TEMPERED WATER RETURN FROM SYSTEM V ISOLATING BALL VALVE A (OPTIONAL) ADJUSTMENT BALL VALVE* CIRCULATING PUMP * Ball Valve provides regulation of recirculation This ensures correct recirculation temperature COLD WATER SUPPLY The Minimum flow rate for all Cash Acme Masterguard mixers is 5 GPM Note This minimum flow rate is only applicable when the valve is installed as per the above diagram and in accordance with the instructions provided on the valve A Division of the Reliance Worldwide Corporation 07 CAC i?8 4 17 03 Prnlocl in USA X to0) Z 10-17-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR08119 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2055 CORTE DEL NOGAL CBAD PCR 2130610800 Lot# 0 $0 00 Construction Type 5B MC CONSULTANTS REVISIONS Status ISSUED Applied 10/07/2008 JMA 10/17/2008 10/17/2008 Entered By Plan Approved issued Inspect Area Applicant SEAN KABO 760-930-9966 Owner S D C CORTE L L C 7065 EL CAJON BLVD SAN DIEGO CA 92115 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $12000 Total Payments To Date $12000 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review, set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired EsGii Corporation In (Partnership -with government for (Building Safety DATE October 15, 2008 Q APPLICANT JURISDICTION Carlsbad dTpTATTREVIEWER a FILE PLAN CHECK NO 080879 Rev 2 (PCR08-119) SET I PROJECT ADDRESS 2055 Corte del Nogal PROJECT NAME Office T I for MC Consultants XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to X3 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 XI REMARKS Revision 2 includes minor changes per memo dated 10/6/08 By Abe Dohente Enclosures Esgil Corporation D GA D MB D EJ Cj PC 10/9/08 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 ^ (858)560-1468 ^ Fax (858) 560-1576 City of Carlsbad Plan Check Revision No Project Address Contact Building Department \ °[ Original Plan Check No C&O8"OSri°J i Date /o/ t[ Address S2J5- Ph/76Q) <7 3 D -IS 6<^ Fax f/fl . ^.A£LiSCA/\ £Ar * ~ 9? "7 General Scope Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised 0 Plans D Calculations D Soils D Energy Q Other 2 Describe revisions in detail Sx?.^. A-rrA^rn 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets ij 5 Does this revision, in any way, alter the exterior of the project? O Does this revision add ANY new floor area(s)? Q Yes T Does this revision affect any fire related issues? |~~| Yes 8 Is this a complete set? fj Yes ^Signature >^^IL@/~ 1635 Faraday Avenue Carlsbad CA 92008 Yes No Phone 760-602-2717/2718/2719/2721 Fax 760-602-8558 City of Carlsbad Plan Check Revision No Project Address Contact Address Building Department Original Pfan Check No c^gg frc? y- 7 ? Q<Z-<- A/og-A( _ Date _ /0//7/Q? Ph 0 ~ ? ?7 / 1 , ci\- General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised/ Plans 2 Describe revisions m detail " dWA/U^fe 1 f^rurt.fS ' /VO/} Jp\_<2C^\f~ /£O^t£> - 1/JII2-IAJ4JU6- TO pxi $TUJ(r t4VJk£. (JtJ\,T2> £.£i/lS£LA Ou^TL-CJT L^AmfV-5 S Qvjfe, T"«> LOAL(_ % f^o/A^^^^-3 ^rt"X^A>Cr-CS - A/)0)fclO £>U T"l_2LT 3> 3 F"V_ciCb^. H3^^-£_S ^ Stto,^ El^^. TO A.L.U t^C^= T^^P 3 List page(s) where each revision is shown &- z-,\ <£- 2-.-2- V 2. t/ E. 2..S- 4 List revised sheets that replace existing sheets ^ i, ) £~ 2 . 2_ tz: z,y C- -2 '^ 5 Does this rev/sion, in any way, alter the exterior of the project? Q Yes 6 ^^^^^^Does this revision add ANY new floor area(s)? LJ Yes 0 No / Does this revision affect any fire related issues? Q] Yes 8 Is this a complete set? D Yes ^Signature "v^^.^ 1635 Faraday Avenue Carlsbad CA 92008 No Phone 760-602-2717/2718/2719/2721 Fax 760-602-8558 Warren W Scott + Architecture Protect As-built Changes and Field Modifications October 06, 2008 Project MC2 Consultants Tl, 2055 Corte Del Nogal, Carlsbad Contractor MC3 Consultants Drawings submitted with the following changes 1 Sheet A2 1 First Floor Plan a Remove wall and enlarge storage area (Room 1-103) b Remove wall between two offices to make one room and remove one door (Room 1- 125) c Add windows to offices (1-115, 1-118, 1-145, 1-152) d Relocate opening to Copy-1 (Room 1-110) 2 Sheet A2 2 Second Floor Plan a Remove wall between two offices to make one room and remove one door(Room 236) b Add window to office (Room 241) c Add angled wall in Room 205 3 Sheet A4 2 Stair Details a Revised post support detail at existing footing (Detail 16/A4 5) b Provided referenced details for guardrail attachment (Details, 4,8,12/A4 5) 4 Sheet A4 5 Details (new sheet) a Provided plan and detail for relocation of existing roof hatch (Detail 2/A4 5) b Provided details for guardrail attachment (Details, 4,8,12/A4 5) c Provided detail for stair support post/plate (Detail 16/A4 5) 5 Sheet S2 2 Second Floor Framing a New detail (Post Detail 2) for field installed header b 6 Sheet S2 3 Second Floor Framing a New detail (Post to Beam Dtl 1) for connection not detailed 763 2* Street • Suite 200 • Encinitas • California • 92024 • 760 943 8180 • FAX 760 943 0119 ££s ApprovedBuildingCOc _raa.Engineeringaj iZ "*- aoU- ,£ 1 >,| H<i7.Mat/Air Qual1 1 ou DOc 15 3 MC cc HI 1 Engineering JK[£ £•1Q•o1a I £ z J V) z Qu.U Z a. Z PE&Mz CL. C "2 V) Z XcZ z I Fees Completefu"QIMaaTe 4]c1 §8W (f) S 21•2 o: 8^2 => 18 2^ Oo 0mu 1" 0 @) ^J o r "o" 11-06-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR08126 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2055 CORTE DEL NOGAL CBAD PCR 2130610800 Lot* $0 00 Construction Type CB080879 MC CONSULTANTS- ELECTRICAL REVISIONS 0 NEW Status Applied Entered By Plan Approved issued Inspect Area Applicant SEAN KABO STE110 5315AVENIDAENCINAS 92008 760 930 9966 Owner S D C CORTE L L C 7065 EL CAJON BLVD SAN DIEGO CA 92115 ISSUED 10/17/2008 LSM 11/06/2008 11/06/2008 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $120 00 Total Payments To Date $12000 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will ba any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired EsGii Corporation In Partnership with government for (Building Safety DATE 10/24/08 JURIS>, JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCR08-126 (08-0879 original) SET I PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME Misc revisions The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted" Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Morteza Beheshti Enclosures EsGil Corporation D GA D MB D EJ D PC 10/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560 1576 \ Carlsbad PCR08-126 (08-0879 original) 10/24/08 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad 0879 original) PREPARED BY Morteza Beheshti BUILDING ADDRESS 2055 Corte Del Nogal BUILDING OCCUPANCY TYPE OF CONSTRUCTION PLAN CHECK NO PCR08-126 (08- DATE 10/24/08 TOTAL VALUE Jurisdiction Code cb Bldg Permit Fee by Ordinance ^ Plan Check Fee by Ordinance ^ By Ordinance $12000 Type of Review Q Complete Review D Structural Only [^Repetitive Fee ~~~~< Repeats^ ; Based on hourly rate D Other r-i Hourly Hour* Esgil Plan Review Fee $9600 Comments ELECTRICAL PLAN REVIEW ONLY Sheet 1 of 1 macvalue doc Carlsbad Fire Department Plan Review Requirements Category PCR , Date of Report 11-05-2008 SEAN KABO Reviewed by Name Address STE110 5315 AVENIDA ENCINAS CARLSBAD 92008 FILE COPY Permit # PCR08126 Job Name MC CONSULTANTS- ELECTRICAL Job Address 2055 CORTE DEL NOGAL CBAD __^^^MHM is incomplete At this time, this office cannot adequately conduct a review tod&kerffTme compliance wnn TJ-.P a| I'lin ihi« JP^ ^nri/r..- standards Please review carefully all commeiits^tttfCned Please resubmit the necessary plans and/or speulicaiiolis^with changes "clouded", to this officeJpjH^iew and approval Conditions Cond CON0003140 [MET] ** APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 11/05/2008 By cwong Action AP City of Carlsbad Plan Check Revision No Project Address Z-£><£*$~ C£>a--r£. Contact _ Address. Building Department .Original Plan Check No Ph a o General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person I Elements revised Plans D Calculations D Soils D Energy D Other _ 2 Describe revisions in detain " dtt-A/LUWi i f^T^fS A"00 f-^tXuf. (^O>«.C> . UM Q- i/O 4JUG- TO Flxi 3 7~/.A^£r- tH/A£ L^A-'L^r^ ^-Ei/iS^A OL^TL-^LT L<X. Aerify-* S (k/fero LOAtc ^ Lo/A/tf6U> ^1+XUX.C^ - A^O^rO ^>ut~u.£r5> Sj F~u.CiC>/2. )3^x-£.^> ^ SHt^,^ IcX^d TO A.UW. t-oc*= E^.^iP 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? Q Yes 7 Does this revision affect any fire related issues? Q Yes 8 Is this a complete set? Q Yes 0No 3 List page(s) where each revision is shown &- z-,\ G- 2.. -2. ¥- *• H 1Z- 2..S- D Yes E^TNO 4 List revised sheets that replace existing sheets -£ Z| , ^L '2.. Z. &. 2..*] ^ -2.S- fNo 1635 Faraday Avenue Carlsbad CA 92008 Phone 760-602-2717/2718/2719/2721 Fax 760-602-8558 *•s « a e•eni' 3o | i ® 2 07-30-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR08076 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2055 CORTE DEL NOGAL CBAD PCR 2130610800 Lot# $0 00 Construction Type CB080879 MC CONSULTANTS STRUCTURAL CHANGES ROOF HATCH RELOCATED 0 NEW Applicant MC3 CONSTULTANTS INC STEE 5245 AVENIDA ENCINAS 92008 760 930 9966 Status Applied Entered By Plan Approved issued Inspect Area Owner S D C CORTE L L C 7065 EL CAJON BLVD SAN DIEGO CA 92115 ISSUED 07/21/2008 JMA 07/30/2008 07/30/2008 Plan Check Revision Fee Additional Fees $18000 $000 Total Fees $180 00 Total Payments To Date $18000 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required 'nformation 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 md sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise exoired EsGil Corporation In (Partnership rtntfi government for Quitting Safety DATE 7/29/08 O^AEEUCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO CB080879 REV 1 (PCR 08-76) SET I PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME Revisions to Office TI for MC Consultants, INC | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed - Person contacted Telephone # Date contacted (by ) (f Fax # Mail Telephone Fax In Person X] REMARKS 1) The red-bubbled change onlfevjeecl sheet S2 2 needs to be made on the revised sheet S2 2 held at the City 2) Theapproved revised sheets need to be slipped into the originally approved plans (both/sets) Thank you By Tamara Fischer for Abe Dolierite Enclosures Esgil Corporation D GA D MB D EJ D PC 7/22/08 9320 Chesapeake Drive Suite 20S 4 San Diego California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad CB080879 REV 1 7/29/08 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO CB080879 REV 1 PREPARED BY Tamara Fischer for Abe Dohente DATE 7/29/08 BUILDING ADDRESS 2055 Corte Del Nogal BUILDING OCCUPANCY B TYPE OF CONSTRUCTION VB BUILDING PORTION Revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Bldg Permit fee by Ordinance ' Plan Check Fee by Ordinance ' Type of Review D Complete Review $18000 D Structural Only Repetitive FeeRepeats Based on hourly rate Comments D Other m Hourly 1 5 Hours Esgil Plan Review Fee $14400 Sheet 1 of 1 macvalue doc City of Carlsbad Plan Check Revision No \CJ(L QJ" Project Address Contact S^W £A&Q _ Ph Address Building Department Original Plan Check No Date 1 5" Av£A//flA HO /C& FaxT7frO) *t ?Q - APN Business at this address General Scope of Work- Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised Plans Calculations Soils Energy n Other 2 Describe revisions in detail STAipC-T'-'i^-A1^ Ctt^^^-fc ^> G^.^y\\ ^ l(*,\^\ "2.<3 Sv-fl^uvvLfte. ctt/w^i MK<L^^f^ti £ewiid,o Sut^iM^c ru**/^'* SriCuiJLb i l^fAL^r Sjfftr IVCOf- HATf 1+ ^•fco^A'TCL^ 3 List page(s) where each revision is shown . , J <; ^* \}f — * — ' \ v S2_. z. §Z ^ A- 3,3 4 List revised sheets that replace existing sheets Sl.Z_ S2.,-2_ 52.^ A: a? 5 Does this revision, in any way, alter the exterior of the project? Q Yes 0 No O Does this revision add ANY new floor area(s)? Q Yes 0^ No 7 Does this revision affect any fire related issues? Q Yes 0 No 8 Is this a complete set that replaces the original permitted set? (§ff Yes ^j^No 1635 Faraday Avenue Carlsbad CA 92008 Phone 760-602-2717/2718/2719/7541 Fax 760-602-8558 City of Carlsbad Plan Check Revision No \C*%L QJ" Project Address 1O^ dd^-TIc, &£l Contact StpW ViA&o _ Ph Address r^ilT /\V£A/;/lA Building Department Original Plan Check No Date ?<3 - HO APN Business at this address General Scope Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised Plans Calculations Soils Q Energy Q Other Describe revisions m detail List page(s) where each revision is shown List revised sheets that replace existing sheets 3 3 /v a 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? 7 Does this revision affect any fire related issues? 8 Is this a complete set that replaces the original permitted set? LL&J - Yes Yes Yes Yes No No No 1635 Faraday Avenue Carlsbad CA 92008 Phone 760-602-2717/2718/2719/7541 Fax 760-602-8558 Warren W Scott + Architecture Structural Calculations July 18, 2008 Project MC2 Consultants Tl, 2055 Corte Del Nogal, Carlsbad Contractor MC3 Consultants Additional Calculations The attached are structural calculations for the supporting beam for the movable wall system at the second floor See sheet S2 3 for plan and S12for details Warren Warren J/P Scott + Architecture WSA, C0£> <F-<D Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias • P O Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB 2.V OF, SHEET NO \OF CALCULATED BY CHECKED BY SCALE DATE DATE MCZ. ; Lh WAIL (JT-o 6^* 6.10 ^erdes Engineering Corpation I Paseo Dehcias 0 Box 2211 ^058) 759 2434 (858) 759-8324 (Fax) paul@pvec com Title Dsgnr Project Desc Project Notes Job# 2/2 Printed 16JUN2008 s.v <;• S« * file. msf-badiup\nettolteMobs on CADD1PC12008B8-261, MCScofftCatelmccon «;6, • -^^i •• ^MLv- A • Description Movable Partition Wall Beam Material Properties ENERCAICC IticenMQwneifSfAllQSiVEBDESIENGINEERINGIEqRBi Calculations per IBC 2006, CBC 2007,13th AISC Analysis Method Allowable Stress Design Beam Bracing Beam is Fully Braced against lateral torsion buckling Bending Axis Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Fy Steel Yield E Modulus 50 0 ksi 29 000 0 ksi D(0 076) ' ¥@s«xs;t:?si; i * V V W10X22 i v^^^^;^; '•^^^p^-^fe'-"'^ ^ * 31 son loads Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 00760 k/ft Tributary Width = : Maximum Bending Stress Ratio = Section used for this span Mu Applied Mn/ Omega Allowable Load Combination Location of maximum on span 1 Span # where maximum occurs , Maximum Deflection Max Downward Live Load Deflection Max Upward Live Load Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 1 0 ft 0188 1 W10X22 12166k-ft 64870k-ft +0 1 5 644ft Span # 1 0 000 in 0 000 m 0 <360 0 642 in 0 000 in 588 Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn/Omega Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L+Lr S Support #1 ' 154 Support #2 1 54 0032 W10X22 1 5450 k 48960 k +D 0000 ft Span # 1 1 W Overall MaximurrTDeflections' Unfactored Loads. Load Combination Span Max Defl Location in Span Load Combination Location in Span ^ ^ 1 06419_ 15856 ^Maximum Reflections fonLoaSjCombinatiohs Unfactored Loads-;0000 Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span DOnly Maximum'Reactions - Unfactored 06419 15856 0 0000 0 000 Note Only non zero reactions are listed Load Combination Support Vertical Reaction Overall MAXimum Overall MAXimum DOnly DOnly Support 1 (DOnly) Support2 (DOnly) Support 1 Support 2 1545 1545 1545 1545 0(0u o 8 Q111_iS l§ CM WI ~ D5) en : 3 v5= A o/ \ tQL