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Home My WebLink About2774 GATEWAY RD; 100; CB091641; Permit11-23-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB091641 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: TIFFANY ENGLISH 858-638-7277 2774 GATEWAY RD CBAD St: 100 Tl Sub Type: INDUST 2133000600 Lot#: 0 $525,000.00 Construction Type: 5B AXIS FINANCIAL: 15000SF SHELL TO OFFICE Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 10/05/2009 JMA 11/23/2009 11/23/2009 Owner: BRESSI SPECTRUM LLC 406 9TH AVE #309 SAN DIEGO CA 92101 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $2,179.18 Meter Size $0.00 Add'l Reel. Water Con. Fee $1,416.47 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $110.25 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $15,088.00 Master Drainage Fee D1.5 Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $20.00 HMP Fee TOTAL PERMIT FEES $0.00 $628.00 $13,476.00 $1,135.50 $9,555.00 $0.00 $0.00 $0.00 $20,178.00 $0.00 $293.00 $332.00 $185.00 $0.00 $10,937.16 $0.00 $0.00 ?? $75,533.56 Total Fees:$75,533.56 Total Payments To Date:$75,533 56 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: _Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/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. THIS DOCUMEMT CONTAINS INTERACTIVE FIELDSi THAT CAN BE COMPLETED ONLINE PRIOR TO PRINTING «£ CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carisbadca.gov Plan Check No. Est. Value Plan Ck. Deposit JOB ADDRESS SUITE*/SPACE#/UNIT# CT/PROJECT # DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) # BEDROOMS # BATHROOMS TENANT BUSINESS NAME AXb H Tl . cf- ^O of CONTACT NAME (If Different Font Applicant) (Sec. 7031.5 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 theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter '9, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars {$500}). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations. LI 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. UU I have and will maintain workers' compensation, as required bv Section 3700 of the Labor Code, for the performance. of the work for which this permit is issued My workers' compensatic* insurance carrier and policy number are: Insurance Co "Zup-tg^A /AMgf^6AiJ M^JgA^^g Cf - Policy No. JAJ £^4*5^17^ 0 _ Expiration Date I /* This section need not be completed if the permit is for one hundred dollars ($100) or less I I Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers1 Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages as prajdedfarin^Section 3706 of the Labor code, interest and attorney's fees. £$ CONTRACTOR SIGNATURE DATE / nereby affirm that I am exempt from Contractor's License Law tor the following reason. | | I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I I 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 I |Yes I |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) 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work)- -^PROPERTY OWNER SIGNATURE DATE tely hazardous materials registration form or risk management and prevention program under Sections 25505.25533 or 25534 of the Ores Is the applicant or future building occupant required to submit a busi Presley-Tanner Hazardous Substance Account Act? I I Yes . Is the applicant or future building occupant required to obtain a permit fttfmthe air pollution control district or awuatity management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? llYes (JKlH»- IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUEDTJNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address ,JLl . I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constmction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION. Every permit issued by the Building Official^«1jJ£r4[ie provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within &ich permit is suspended or abandoned at any time after the wo* is commenced for a peric/of 180 days/Section 106.4.4 Uniform Building Code) City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected Bv: /L \^s Inspected Bv: Inspected Bv: CB091641 AXIS FINANCIAL: 15000SF SHELL TO OFFICE 2774 GATEWAY RD #100 Date: 05/18/2010 Permit Type: Tl Sub Type: INDUST Lot: 0 DAN Phone: 6192478049 CA Water Dist: CA i , rvv /°ate r-AJU A Inspected: --• U Date Inspected: Date Inspected: f ^>I(O Approved: \S Disapproved:" Approved: Disapproved: Approved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 05/18/2010 Permit* CB091641 01/15/2010 34 Rough Electric PA RB 01/15/2010 34 Rough Electric CO RB 01/15/2010 44 Rough/Ducts/Dampers PA RB 01/13/2010 14 Frame/Steel/Bolting/Welding AP TP 01/12/2010 14 Frame/Steel/Bolting/Welding AP TP 01/12/2010 14 Frame/Steel/Bolting/Welding AP TP 01/12/2010 24 Rough/Topout AP TP 01/12/2010 34 Rough Electric AP TP 01/12/2010 44 Rough/Ducts/Dampers AP TP 01/06/2010 14 Frame/Steel/Bolting/Welding AP TP 01/06/2010 24 Rough/Topout WC TP 01/06/2010 34 Rough Electric WC TP 01/06/2010 44 Rough/Ducts/Dampers WC TP 12/23/2009 14 Frame/Steel/Bolting/Welding AP TP 12/23/2009 24 Rough/Topout WC TP 12/23/2009 34 Rough Electric WC TP 12/23/2009 44 Rough/Ducts/Dampers WC TP 12/16/2009 17 Interior Lath/Drywall AP TP 12/11/2009 16 Insulation AP TP 12/11/2009 17 Interior Lath/Drywall AP TP 12/11/2009 24 Rough/Topout AP TP 12/10/2009 16 Insulation AP TP 12/10/2009 17 Interior Lath/Drywall AP TP 12/10/2009 24 Rough/Topout AP TP 12/09/2009 14 Frame/Steel/Bolting/Welding WC TP 12/09/2009 14 Frame/Steel/Bolting/Welding AP TP 12/09/2009 17 Interior Lath/Drywall AP TP 12/09/2009 24 Rough/Topout AP TP 12/09/2009 34 Rough Electric AP TP 12/09/2009 44 Rough/Ducts/Dampers AP TP 12/03/2009 12 Steel/Bond Beam AP TP 12/03/2009 14 Frame/Steel/Bolting/Welding NR TP 12/03/2009 34 Rough Electric PI TP 12/01/2009 11 Ftg/Foundation/Piers AP TP 12/01/2009 12 Steel/Bond Beam AP TP 12/01/2009 16 Insulation AP TP 12/01/2009 21 Underground/Under Floor AP TP 11/24/2009 14 Frame/Steel/Bolting/Welding AP TP 11/24/2009 21 Underground/Under Floor AP TP 11/24/2009 24 Rough/Topout AP TP 11/24/2009 34 Rough Electric AP TP Inspector Assignment: TP AS BUILT NOT PER plan for meter rel T-GRID CORR 2ND FLR ELEV. SHAFT ENCL. T-CLNG 2ND FLR CLNG LITES 2ND FLR DUCTS 2ND FLR ELEV SHAFT WALL ROOF REINF FOR MECH RTU S 2ND FLR RESTRMS CU TEST OK 2ND FLR REST RMS 1ST FLR WALLS, 2ND FLR RR CLNG 2ND FLR (N/INC RESTRMS) WALLS, 2ND FLR R R CLNGS REST RM SUPP, EXHAUST ELEV PIT PIP WALLS AND CLMN EXTN EELCIT SERVICE ADDRESS? ELEV PIT AND CLMN EXTN SPRD FTGS 2ND FLR PART WALLS CU 2ND FLR 2ND FLR WALLS (N/INC RR) WASTE City of Carlsbad Bldg Inspection Request For: 05/18/2010 Permit* CB091641 Title: AXIS FINANCIAL: 15000SF SHELL Description: TO OFFICE Inspector Assignment: TP 2774 GATEWAY RD 100 Lot: Type:TI Sub Type: INDUST Job Address: Suite: Location: APPLICANT TIFFANY ENGLISH Owner: O A S SPECTRUM L L C Remarks: Phone: 619247M49 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DAN Entered By: CHRISTINE Act Comments Af> Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp 02/11/2010 89 Final Combo CO TP 02/02/2010 14 Frame/Steel/Bolting/Welding AP TP 02/02/2010 24 Rough/Topout WC TP 02/02/2010 34 Rough Electric WC TP 02/02/2010 44 Rough/Ducts/Dampers WC TP 01/29/2010 14 Frame/Steel/Bolting/Welding PA PD 01/29/2010 34 Rough Electric PA PD 01/29/2010 84 Rough Combo PA PD 01/22/2010 14 Frame/Steel/Bolting/Welding AP TP 01/22/2010 34 Rough Electric AP TP 01/19/2010 39 Final Electrical PA PD 01/15/2010 14 Frame/Steel/Bolting/Welding PA RB 01/15/2010 24 Rough/Topout PA RB Comments SEE CARD T-CLNG E. ELEV. 1ST FLR PMTR CEILING @ LOBBY, 2ND FLR BY ELEVATOR LOBBY SOFFIT & ELEV FRONT CLNG LITES LOBBY & ELEV FRONT MTR SOCKET 100 PANELS AND MAIN OK 1ST FLR T-BAR (SEE JOB CARD) FEB-10-2010 19:15 FROM:JflM POINTING INC 6193036065 TO:176060E8560 P.2'2 Structural Inspections "A Spocltl frwpaetton Company" 440 Tilling Way, El C^jon, CA 92020 Tolephone:(619) 749-4912. Fax: (619) 749-5693,Ccll: (619) 770-9559. Pager, (619) 907-3511 FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: February 4,2010 TO; Building Official, City of Carlsbad Inspection Services, Planning and Development Review 1635 SaradayAve. Carlsbad, Ca 92009 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING: * SPECIAL INSPECTION AND OR MATERIAL TESTING. PERMIT NO.: CB091647 PROJECT ADDRESS; 2774 GATEWAY RD. The special inspection services were provided by; MARIO BATTAGUA, STRUCTURAL INSPECTIONS 440 TILLING WAY, EL CAJON CA 91941 CERTIFICATE NUMBER: 350 EXPIRATION DATE:12/31/10 COMMENTS: STRUCTURAL INSPECTIONS WERE COMPLETED BY THE FOLLOWING ITEMS: 1. STRUCTURAL STEEL / FIELD WELDING. 2. REINFORCED CONCRETE. 3. EPOXY DOWELS- I declare undo- penally of perjury that, to the best of my knowledge, all the work requiring special inspection and/or material sampling and testing for the structure/e constructed under the subject 'permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as ammended by the City of Carlsbad. Executed on this 4™ day of February/ 2010. NSignature; City of San Diego Inspection Services Division Planning and Development Review 9601 RMgehaven Court • Suite 220 • MS 11Q2-B San Diego, CA 92123 T,« orr or S.N D.mo Information (858) 492-5070 • FAX (85B) 492-5098 Certificate of Compliance for Off-Site Fabrication * (MUST BE FILED WITH THIS OFFICE AND APPROVED PRIOR TO ERECTION OF FABRICATED COMPONENTS) * FABRICATION CO. NAME M + 7L -S '/&&£*- _ TELEPHONE NO. {&>($ FABRICATION SHOP ADDRESS CITY &L C& & Si STATE FAX NO. l6*l9 V £"ta-'t- - ZIP CODE BUILDING PERMIT NOJS £&&'9ile>4'l PLAN FILE NO. (For projects with multlpte permit numbers but with the same- plan Ola number, you may Hit all permit numbers and addresses on a sopirste sheet.) JOB SITE ADDRESS DESCRIPTION OF COMPONENTS FABRICATED <J/ FABRICATOR IS CURRENTLY CERTIRED BY (refer toBNL17-6): PlCBO DAISC QACI DPCI Dpti fOther <£A Certificate No. ^tt?*?*? Ex^raHon Date /G>/sc>. SPECIAL INSPECTOR ASSIGNED <9Y BUILDING OWNER).Certificate No. (Not required for a fabricator tagbtared and appmvsd by the City of San Piano, unless otharwisa noted on the approved permitted plans and specifications.) FABRICATION DRAWINGS REVIEWED AND ACCEPTED BY DESIGNER OF RECORD? J2TYES D NO STRUCTURAL FRAMING PLANS. DETAILS & CALCULATIONS REVIEWED AND APPROVED BY THE CITY OF SAN DIEGO BUILDING OFFICIAL? DYES QNO FABRICATION COMMENCEMENT DATE I S FABRICATION COMPLETION DATE We hereby certify that the components described and listed herein comply with the approved permitted plans, specifications and workmanship provisions of the California Building Code as amended by The City of San Diego and other applicable regulations. We further certify that each fabricated member or component has been Inspected and meets ail the requirements of the California Building Code as amended by The City of San Diego and other applicable regulations. We further certify that each fabricated member or component listed herein shipped to me project job site with an identifying mark or tag. We understand this certificate shall be submitted to the Inspection Services Division and the architect / engineer of record prior tc; erection of the fabricated members and components. NOTE: This certification is limited to fabrication of the components or members described above to be used In the structures identified by the permit numbers shown and Is not transferable to any other fabrication work or other construction sites. Name (Print):///TiBe: Any person signing this application as an agent or the fabrication company declares under penalty of perjury to be an authorized agent of record of the fabrication company having the authority to execute this document. Executed on this day of I MONTH YEAR Signature:.Lasts- L This information Is available In alternative formats for persons with disabilities. To request this Information in alternative format, call (619) 236-7703 or (800) 735-2929 (TT) DS-311 (3-00) Z'd 0991299619 1331S 01- 20 Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name: _Page:_of Report #: Project Address: Architect: ^?** Permit #:_ File #: Enzineer: / ' **" ^* 7 /Contractor: ,/e/ /** J CT" V INSPECTION w- Structural Steel Masonry Concrete Fi reproofing Epoxy .^- Other: fi;>> Other: Other: f ^A^.Vv f J MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other: Other: DSA#: Other: MATERIAL DESCRIPTION ^-HS. Bolts ?A/"13?5~ Cone. PSI Grout PSI Mortar PSI - — - Steel .QJJL&-$' S^ Elect/Wire t, "7/7 & Fireproof /^ Other: ~^m tf ' < f> #t ~^ Other: .•?' -fr** <^-*~x INSPECTION CHECKLIST ^-Plans/Specs Clearances Positions t^ Sizes Laps Consolidation Torque Ft Lbs: f*J " Other: 2 3 7 ^ Other: o> /i ^; e Ix/: /fc / ^V ^-^ V A/-. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise-DQted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert:350 se_nQted. I have =4?? Signature Date i Insp. Date: I Time Start: I Time Stop: Day I:! Day 2:! Day 3:!Day4:! Day 5: Approved By:. Project Superintendent Structural Inspections LLC *SPECIAL INSPECTIONSERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name: /? ,*"/ S C / S}of Report #:_ Project Address:,/ 7"7 Architect: Permit ft: f tf O f / 6 V/ File #: - — ~f . <•"_, Eneineer: /-"v"' i* *- -^/" 7 T i \J INSPECTION Structural Steel Masonry -"^ Concrete Fireproofmg Epoxy Other: Other: Other: Other: 7 • £'f*i • MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout *^ Cone. Cylinders */ Fireproof Other: Other: Other: Other: DSA#: Other: /^ ff^-*~& MATERIAL DESCRIPTION H.S. Bolts / «--~ Cone. PSI V fOu/Lf $ ^ $ ,x- Grout PSI J"1ortar PSI •^ Steel ** ^ Tr ^ Elect/Wire Fireproof Other: Other: to &n^r INSPECTION CHECKLIST •<"~"P"ians/Specs -"^Clearances s — Positions •^^Sizes •^^Laps ^-^'Consolidation Torque Ft Lbs: Other: Other: si /?/ £--7 -• 3^~/*'{**. /?/ CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwisejjQjed. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 Signature Date ! Insp. Date: I Time Start i Time Stop: Approved By:_ !Day3:!Day4:| Day 5: Project Superintendent Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name:£ft*/of Report #: Project Address:_, Architect: 71 <4 /?y C' -Permit #: <" ft & File #: Engineer: Contractor: . / f- hr~> $<f~?~\ INSPECTION Structural Steel Masonry ^s Concrete Fireproofing "^ Epoxy ^ Other: ft* b*+~ Other: Other: Other: < JUvu*,.-, f) MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout '-'Cone. Cylinders */ Fireproof Other: Other: Other: Other: DSA#: Other: MATERIAL DESCRIPTION H.S. Bolts ^ Cone. PSI $J5PG • ' Grout PSI Mortar PSI —^Steel ^ V, jf 6 Elect/Wire Fireproof -^ Other: H/LT, £efdV S' Other: ^ '' ^>7 A— V INSPECTION CHECKLIST "*'" Plans/Specs X" Clearances x"" Positions "*" Sizes Laps •"" Consolidation Torque R. Lbs: --^Other: 117.1, Other: t-fc r/? K /> f /? /Ay . .^/x* f ft* f'<s n'tfri fit CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwlse-no.ted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 : Insp. Date: ; Time Start: i Time Stop: | Day 3:i Day 4: Date iDayS: Approved By:. Project Superintendent Structural Inspections LLC Project Name: _ Project Address:_ Architect: *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajoh, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report ft* r i A I Page:_of Report #:_ Permitft File #: Engineer: T IContractor: .J f> fir jf^ INSPECTION Structural Steel Masonry Concrete Fi reproofing V"Epoxy ^ Other: /<* /3*V*- Other: Other: Other: J MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other: Other: DSA#: Other: MATERIAL DESCRIPTION H.S. Bolts Cone. PSI Grout PSI Mortar PSI »-- Steel ^ ^, f. fe Elect/Wire Fireproof *^ Other: /-/ '/ 77 /?£. f&O «*-~ Other: .-^ <f?n/5-— "^ INSPECTION CHECKLIST X^PIans/Specs x^ Clearances Positions Sizes Laps Consolidation Torque Ft Lbs: x-^ Other: 2 ? I--*- Other: Xi'r cT U^»> /^ / CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert:350 Signature Date ; Insp. Date: i Time Start: ! Time Stop: | Day 3:| Day 4:iDayS: Approved By:. Project Superintendent Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name:Page:_of Report #:_ Project Address: <^ 77 £/ Architect: l^ » *C fat Engineer: /^W -$? Contractor: \/ "T \/v INSPECTION Structural Steel Masonry i^Concrete Fireproofing Epoxy Other: Other: Other: Other: <^r> /£ /AV9«y / * 1 C OX-7^3 *• ^ f . MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout •"•"" Cone. Cylinders f/ Fireproof Other: Other: Other: Other: Permit* C A '* "f File #: DSA#: Other: , MATERIAL DESCRIPTION H.S. Bolts </ Conc.PSI U£OU Grout PSI Mortar PSI "-""Steel ** '•f Elect/Wire Fireproof Other: Other: /6 V/ INSPECTION CHECKLIST jX**^ Plans/Specs Clearances X""~ Positions X^^Sizes ^x^^Laps Consolidation Torque Ft Lbs: Other: Other: r*- • <rr 7$ 9 U V CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise-ncited. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 Signature Date I Insp. Date: ! Time Start: ! Time Stop: |Day3:|Day4:'l Day 5: Approved By:_ Project Superintendent 7Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajoh, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name: f\/C/_ Project Address: Architect: "77 V Page:.of Report #:_ ~e Permit #:_ File #: Ensineer: T /Contractor: , / / ; A /t J" &**•v^ «* INSPECTION -^"Structural Steel Masonry Concrete Fireproofing Epoxy s~ r^Otker: f-ir\\ ./Other: 4fj . j^e )-*j Other: Other: <r \./~-&+" f\ !">, f J MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other: Other: DSA#: Other: MATERIAL DESCRIPTION •'H.S. Bolts fa t \" f^J Cone. PSI Grout PSI Mortar PSI v^- Steel /) 9*?2 ~S^ -^ Elect/Wire ^"7/7~^» Fireproof Other: Other: INSPECTION CHECKLIST — - "Plans/Specs Clearances Positions ^-STzes Laps Consolidation Torque Ft. Lbs: Other: Other: /> . c2>' - /,<• ''V-^--A ) 7 /~-* * fv ^f *-*-/ • CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 AT-/ Signature Date : Insp. Date: I Time Start: ! Time Stop: |Day3:!Day4:!Day5: Approved By:. Project Superintendent A Unfed Technologies Company * f x" FINAL ACCEPTANCE • City •cZ^^/5 6<3 o( OTIS ELEfAT^R COMPANY Date _ Ladies and/or Gentlemen: Ve have examined the Elevator furnished and completed by you in [ X f^ f >' ft °vAC> e\ I Building hi this city. The1 elevator appears to be satisfactory and in accordance with your contract and we hereby accept it. Note: Elevator Cab (enclosure) and Hoistway Entrances have been thoroughly inspected and found satisfactory. Yours truly, -"% * . *^ «••* _^ •*•»! Sales No. (Company) By „ . . (Signature and title of personContract wiru If MP —T ~~ .-.*•..--. By (Printed name of person accepting) KEY ACKNOWLEDGMENT The following keys, necessary for the proper operation of the above named elevator, have been turned over to me along with complete instructions on the operations of the elevator. QUANTITY QUANTITY Emergency Side Exit Keys Lobby Panel Keys fj UTA Keys 3*)e\ S^V/FVh . Emergency Door Key (Under Glass) UTF Keys ft'r^ Utility cabinet keys UTBKeys J~*\jhl*< - Hoistway Unlocking device (w/Brochure) Light Switch keys O.M.M.S Manuals Fan Switch Keys _5feP } UT? OTIS SERVICE EQUIPMENT Any counters, meters, tools, remote monitoring devices, or communication devices which we may use or install under mis Contract remain our property, solely for the use of Otis employees. Such service equipment is not considered a part of the Units. You grant us the right to store or install such service equipment in your building and to electrically Connect it to the Units. You will restrict access to the service equipment to authorized Otis personnel. You agree to keep the software resident in the service equipment in confidence as a trade secret for Otis. You will not permit others Jf^iise, access, , examine, copy, disclose or disassemble the service equipment or the software resident in the service equipment for any purpose whatsoever. If the service is terminated for any reason, we will be given access to your premises to remove the equipment, including the resident software, at our expense. if CUSTOMER - PLEASE NOTE THE FOLLOWING: The New Installation Service (N.I.S.# ) will begin immediately and will continue for months. The warranty period will begin immediately and will continue for months. Should any problem develop in the operation of this elevator, please call Otis Elevator Company at 1-800-233-6847. (Operator will request the name and address of the building, and the elevator number-should there be more than one elevator in the building.) SIGNED: (Company) \J 1^* (Person Accepting) From 426 (REV 3/99) EsGil Corporation In (partnership •with government for (Building Safety DATE: 11/19/09 OAPPLICANT JURISDICTION: City of Carlsbad (-~s-Pt7tfjREViEWER a FILE PLAN CHECK NO.: 09-1641 SET. II PROJECT ADDRESS: 2774 Gateway Rd Suite 1OO PROJECT NAME: Axis Financial - TI /\\ 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: 2<] 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: Doug Moody Enclosures: EsGil Corporationn GA n EJ n PC 11/17/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (BuiU'ing Safety DATE: 10/15/09 a APPLICANT JURISDICTION: City of Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 09-1641 SET: I PROJECT ADDRESS: 2774 Gateway Rd Suite 100 PROJECT NAME: Axis Financial - TI 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. Al 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. XI The applicant's copy of the check list has been sent to: Ware Malcomb / Tiffany English 6363 Greenwich Dr Suite 175, San Diego, CA 92122 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: Tiffany English Telephone #: 858-638-7277 Date contacted:/o/Wo°) (by: f>~-) Fax #: 949-788-4002 Mail ^Telephone Fax-^ In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 10/8/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 09-1641 1O/15/O9 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: O9-1641 OCCUPANCY: B TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/5/09 DATE INITIAL PLAN REVIEW COMPLETED: 10/15/09 JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 13471sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 123 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/8/09 PLAN REVIEWER: Doug Moody 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 uj> list when you submit the revised plans. City of Carlsbad O9-1641 1O/15/O9 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. Please clarify the section view of all new interior partitions. Show: a) Method of attaching top plates to structure. (Please revise the spacing of the lateral braces shown in details 3 and 4 on sheet A8.1 to 4' or provide calculations to show the 8'spacing adequate). b) Please indicate how the 8' low walls will be laterally braced? Please provide a detail on the plans. 2. Per CBC, Section 707.14: "Elevator hoistway enclosures shall be constructed in accordance with Section 707.4 and Chapter 30." Per IBC, Section 707.4: Shaft enclosures including exit enclosures shall have a fire-resistance rating of 1 hour where connection less than four stories. Shaft enclosures shall have a fire- resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Please revise the plans and the wall schedule to show the correct wall rating and reference the correct construction details. 3. Per CBC Section 3006.4 Elevator machine rooms and machinery spaces shall be enclosed with fire barriers complying with Section 706 or horizontal assemblies complying with Section 711 having a fire resistive rating not less than the required rating of the hoistway enclosure served by the machinery. Opening shall be protected with assemblies having a fire protection rating not less than that required for the hoistway enclosure. 4. Please clarify the wall schedule and the floor plans to show the required 1 hour walls at the elevator enclosure and equipment enclosure and reference the correct details. 5. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a) Fire barriers, (occupancy separations) (see exception for walls). City of Carlsbad O9-1641 10/15/09 6. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 7. Please clarify the plans and energy documents to show why the split system fan coils were not included in the energy design? 8. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • STRUCTURAL CONCRETE OVER 2500 PSI • FIELD WELDING • HIGH-STRENGTH BOLTS • EXPANSION/EPOXY ANCHORS Note : When alterations, structural repairs or .modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. 9. Please revise the new restrooms 212 and 215 to be fully disabled accessible. 10. Please revise the plans to show a disabled accessible reception counter located at a section of the main counter that is at least 36" long and no more than 28" to 34" high (flip-up or folding counters are only permitted in existing buildings when a finding of unreasonable hardship is found by the building Official) Section 1122B.5. 11. Please revise the restroom plans to show the doors to the women's accessible stall to provide the required clearances per section 1115B3.4.4.5. (18" strike side clearance). 12. Please clarify the site plans new side walks are proposed at the new exits. Please indicate the slope of the new walks if greater than 5% the walks must comply as ramps. City of Carlsbad O9-1641 10/15/O9 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No a 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad O9-1641 1O/15/09 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 09-1641 PREPARED BY: Doug Moody DATE: 10/15/09 BUILDING ADDRESS: 2774 Gateway Rd Suite 100 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 13471 cb Valuation Multiplier 34.37 By Ordinance Reg. Mod. VALUE ($) 462,998 462,998 $1,967.25 Plan Check Fee by Ordinance Type of Review. |2 I I Repetitive Fee Repeats Complete Review D Other j—| Hourly EsGil Fee Structural Only Hr. $1,278.71 $1,101.66 Comments: Sheet 1 of 1 macvalue.doc + DATE: 10 City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB fflft- BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ^ APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see Jhe. attached report of deficiencies marked withrT]. JMake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: FOR OFFICIAL USE ONLY GINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application/Checklist D Encina Wastewater Screening Survey D Encroachment Application/Checklist D Final Map (Reference) D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D Right-of-Way Permit Submittal Checklist ,and Information Sheet 0 ENGINEERING DEPARTMENT CONTACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760)602-1052 Email: Linda.Ontiveros@carlsbadca.gov CFD INFORMATION Reference No(s): Lot No.: Storm Water Compliance Forms Recordation: 5fert1C^9other Subdivision/ Carlsbad Tract:Qf fj\ NU 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN * SJX «ND o ED D D 1 • Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Rig ht-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 0 D D 2. Show on site plan: ) A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D D D 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER .DESCRIPTION 0 Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE [H CH 4a. Project does not comply with the following Engineering Conditions of approval for Project No. CD CH 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS EH 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD IMPROVEMENT REQUIREMENTS continued D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: [J 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. Q rj] 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, I export). This information must be included on the plans. D / D D 7b. Grading Permit required. A separate grading plan prepared by a registered Civil / Engineer must be submitted together with the completed application form / attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D ; D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even j if a grading permit is not required.) Q 7d .No Grading Permit required. n 7e. If grading is not required, write "No Grading" on plot plan. BUILDING PLANCHECK CHECKLIST ,ST ->ND D D D MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 8.A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carlsbadca.gov/engineering Right-of-Way permit required for: D INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, located at 1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and assistance. You may telephone (760) 602-2750 for assistance NPDES PERMIT 10. Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. STORM WATER COMPLIANCE - 10a. Q Requires Project Storm Water Permit: PSP Q Tier I/Tier II (Requires SWPPP) - Please complete attached forms No threat - Please complete attached Storm Water Exemption form DEVELOPMENT FEES 11. Q Required fees are attached More information needed r- WM/!\-f- uired f BUILDING PLANCHECK CHECKLIST /"Vn/a/a/ L>^^TWHAT RD D WATER METER REVIEW Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized, versized meters are inaccurate during low-flow conditions. If it is oversized, for :he life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units receive "standard" 1" service with 5/8" meter. All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the fM street). £/,r""NOTE: Upon declaration of Drought Response Level 3 condition, no new ^ • potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in Irrigation services are listed with a circled "I", and circled "W". The irrigation service should look I i gpm may be listed there. potable water is typically a like: STA1+00 Install 2" service and 1.5: meter (estimated 100 gpm) • If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, the landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD WATER METER REVIEW continued 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line D 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. D D D 13. Additional Comments: ENGINEERING DEPARTMENT .FEE CALCULA TION WORKSHEET D Estimate based on unconfirmed information from applicant. Q' Calculation based on building plancheck plan submittal. v Address: ^7"^1 ^/UvVv/rY ( f Bldg. Permit No. £^? ^y-'l^^Tl Prepared bv: W* Date: / 2-9 fo^Checked by: £0(/ CALCULATIONS: List Types of Use: (^n\^^\^ Types of Use: Types of Use: Types of Use: APT CALCULATIONS: List Types of Use: ^PplOE' Types of Use: Types of Use: Types of Use: i I types and square footages for Sq. Ft./Units: V5,0&P A Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: types and square footaoes for Sq. Ft./Units: fvt>V[\* Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: Date: all uses5£E f fV^K^V- gl&£ f&£ j%>j~pill,^ \W EDU's: ^,3^ EDU's: EDU's: EDU's: all uses.$£F (S&V^fe: s^ fDK_ T^rA-i^ >W ADT's: Z2^,J ADT's: ADT's: ADT's: FEES REQUIRED. WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 . PARK-IN-LIEU FEE: NW QUADRANT FEE/UNIT: _ . TRAFFIC IMPACT FEE ADT's/UNITS: NE QUADRANT X NO. UNITS:. X FEE/ADT: SE QUADRANT SW QUADRANT FEE/SQ.FT./UNIT: FEE/EDU:. FEE/EDU:. HIGH O 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: X FEE/ADT: D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X '5. SEWER FEE EDU's: "T. ^ BENEFIT AREA: EDU's: 5". 63 D 6. DRAINAGE FEES PLDA : ACRES: D 7. POTABLE WATER FEES JNITS COJ3E CONNECTION FEE »20 > DIST. #3 = $ /LOW. FEE/AC: METERJ=EE SDCWA FEE f \FARMER\KATHY1MASTEHS\FEE CALCULATION WORKSHEET doc2008.doc Rev. 7/14/00 2 3 A ' Linda Ontiveros From: Sherri Ferguson Sent: Monday, November 23, 2009 8:40 AM To: Linda Ontiveros Subject: RE: 2774 Gateway Rd The only thing I find for this address is a 5/8 inch meter for Fire Protection. Thanks, Sherri Cttt Qt CARLSBAD Finance Department Sherri L. Ferguson City of Carlsbad Finance Department www.carlsbadca.gov P: (760) 602-2412 F: (760) 602-8553 Sherri.Ferguson@carlsbadca.gov Please consider the environment before printing this e-mail From: Linda Ontiveros Sent: Monday, November 23, 2009 8:38 AM To: Sherri Ferguson Subject: 2774 Gateway Rd Good Morning Sherri - When you have a moment, would you mind looking up this address for a potable water meter? 2774 Gateway Rd CARLSBAD Public Works Linda Ontiveros Engineering Technician Development Services City of Carlsbad D n PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB09-1641 Address 2774 Gateway Rd Planner Chris Sexton Phone (760) 602- 4624 APN: £13-209=68 .313-300-0(0* OO Type of Project & Use: JJ Net Project Density: DU/AC Zoning: P-C General Plan: PI 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 Item Incomplete - Needs your action Environmental Review Required: YES Q NO D TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO Q TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO 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 Q 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 Q NO Q (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building 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. Policy 44 - Neighborhood Architectural Design Guidelines E3 D D 1. Applicability: YES n NO D D D D 2. Project complies: YES D NOD D 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 3. Lot Coverage:Required Shown 4. Height:Required.Shown Spaces Required Shown5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments 1) Please show how new roof mounted will be screened. See attached example. OK TO ISSUE AND ENTERED APPROVAL INTO COMPU DATE H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category: TI,INDUST Date of Report: 11-23-2009 Reviewed by: Name: TIFFANY ENGLISH Address: At this time, this office cannot s. Please review e necessary plans and/or spealicaTH ;es "clouded", Permit #: CB091641 Job Name: AXIS FINANCIAL: 15000SF SHELL Job Address: 2774 GATEWAY RD CBAD St: 100 INC adequatelyconduct a review to det carefully all comments to this office for revi|^M!R!pproval. Conditions; Cond: CON0003714 [NOT MET] ***** Call 760-602-4662 to schedule over the counter for plan review approval - address the following ******** 1. Sheet A 1.1 - Relocate 1st floor FEC from inside mailroom to reception area and add FEC to satisfy the following code requirements: Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. Meet requirements of square footage or travel distance - whichever is most restrictive. Entry: 11/04/2009 By: cwong Action: CO Cond: CON0003755 [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: 11/23/2009 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 11 -04-2009 Reviewed by: Name: TIFFANY ENGLISH ^ Address: Permit #: CB091641 BJLDG. DEPT COPYJob Name: AXIS FINANCIAL: 15000SF SHELL v^v/r I Job Address: 2774 GATEWAY RD CHAD St: 100 •BB9MBBBP"^rhe 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: CON0003714 [NOT MET] 'schedule over the counter for plan review approval - address the following ******** 1. Sheet A 1.1 - Relocate 1st floor FEC from inside mailroom to reception area and add FEC to satisfy the following code requirements: Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. Meet requirements of square footage or travel distance - whichever is most restrictive. Entry: 11/04/2009 By:cwong. T COMMUNITY r-AfMi price Development Services FACILITIES Building Department CiTY OF DISTRICT NO. 1 1635 Faraday Avenue PAR I ^RAFl NON-RESIDENTIAL 760-602-2719 \^f \t\t~+JlJnLS R-32 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. AXIS FINANCIAL SERVICES Name of Owner 2231 RUTHERFORD RD STE 210 Address CARLSBAD CA 92008 City, State Zip 2133000600 760 929 6680 Telephone 2774 GATEWAY RD Project Address Carlsbad, CA City, State STE 100 92009 Zip Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CB091641 Building Permit Number(s) •> cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in -Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $1,135.50 Owner's Initials OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum annual Special Tax: $ N/A Owner's initials _N/A . I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY ANDJBAT I UNDERSTAND AND WILL COMPLY WITRJHIE PROVISION AS STATED ABOVE. •rfc Title ft Print Name ~ Date / ' The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use COM/IND lmp.Area 1 FY 03/03 Factor .0757 X Square Ft. 15,000 = 1,135.50 B-32 Page 1 of 1 Rev 07/09 STRUCTURAL CALCULATIONS Axis Financial, T.I. Carlsbad, CA 2K9-310A Sheets 1 thru 30 - Additional Calculations Sheets beyond - References PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 2K9-310A - AXIS FINANCIAL HP/6 FLOOR MOUNTED MECHANICAL UNITS TOOT Wp i "V I cram N i» J- x ^HkE ASCE 7-05 (1 3.3.1) t/ »R|MF=Jnh- OW'JM. fRlK|TURAL Date. II ^ NGINEERSsht: I' Wp= 700.00 Ibs. Y= 36.25 in. y= 14.00 in. X= 37.50 in.™ y ^^ i SDS = 0.774 V2 ap= 1. Rp= 2. ' ' 1-1-1 A ip — i . ' ' n 1-f z/h - 1 . 1- I •v Pd / 00 50 00 00 -T A SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS - ASCE 7-05 13.3.1 0.4-ap-SDS-Wp-(1+2-z/h)/(Rp/lp) = 1.6-So8-lp-Wp = 0.3-Sos-lp-Wp = 0.2-Sos-Wp = UPLIFT CHECK (ASD) Fp = 0.372 Wp (ASCE 7-05 1 3.3-1 ) Fp,max = 1 -238 Wp (ASCE 7-05 1 3.3-2) Fp-rrtn = 0.232 Wp (ASCE 7-05 13.3-3) Fp= 0.372 Wp *>«£* Fp= 260.06 Ibs. <5^5# Fpv= 0.155WP . ,,, U& H' ft T *V 2," X^P ^OO(Vs)- i5^VW ^ t „ MMt*r^ Pe=0.7-[Fp-(Y/2+y)/X + Fp,v/2] = 0.277 Wp = 193.88 Ib's. Pd.min = 0.428 Wp = 299.60 Ibs. > Pe. NO UPLIFT (See reference) LOADING CHECK (ASD) P.= P —• d.max ~" 0.277 Wp 0.572 Wp (See reference) PL + SEISIC GOVERN STRUCTURAL Date:H2 ol - Q Q § Iill CM 4PRIMES ^!SA STRUCTURAL D8te:Jilf3L ENGINEERS sht -* — •4 i 1j" 5 2if! ill oo "co O)o S <o" 0 „ 1 i i c- ~ < HICOQ. i CN PRIME Job: . STRUCTURAL Date:. .ENGINEERS sht . SJI STANDARD SPECIFICATIONS FOR K-SERIES (2005 SJI-K-1.1) (ASD - ALLOWABLE STRESS DESIGN) Description: JOIST J17 (B Mt»f U) CHORD PROPERTIES: TOP CHORD: LL BOT CHORD: LL 2.00 X 1.50 X 2.00 X 1.50X 0.137 0.115 Chord Gap= 1.00 in Fy = 50 ksi E = 29000 ksi L Properties: TC BC LL Properties: TC BC Area 0.529 in2 0.332 in2 Area 1.058 in* 0.664 in2 x_bar 0.551 in 0.418 in x_bar 1.051 in 0.918 in y_bar 0.551 in 0.418 in iyy 1.581 0.703 Ix 0.206 0.072 Ryy 1.222 1.029 iy 0.206 0.072 S.top 0.749 0.133 Iz 0.083 0.029 S.bot 0.285 0.346 Rx 0.624 0.467 Q 0.879 Ry 0.624 0.467 Rz 0.397 0.297 CHORD DESIGN CRITERIA: Lx = Ly = Lz = Filler = Axial Force, P = Panel Pt, M = Mid Panel, M = Max L/R = L/R Check = Length corr. to Rx in plane of joist Length corr. to Ry of joist Length corr. to Rz of joist PANEL CHECK TC Interior TC End TC First BC Interior Panel Panel Panel Panel 24.00 24.00 24.00 NO = -14161 = 2652 1178 60.494 OK 28.00 28.00 14.00 YES -9196 2849 1025 44.837 OK 41.88 41.88 20.94 YES -82S3 2849 2218 67.05!5 OK 48.00 in 48.00 in 48.00 in NO 15456 Ib - in-lb - in-lb 161.737 in OK PANEL POINT CHECK: Axial Stress, fa = fb.top = fb.bot = fb = fa + fb = Panel Pt Chk = P/A = M / S.top = M / S.bot = = = (fa-MbV(0.6-Fy) = (fa+fby(0.6-Fy)S1.0 = -13378 3539 -9311 -9311 22689 0.756 OK -8688 3801 -10002 -10002 18690 0.623 OK -7797 3801 -10002 -10002 17799 0.503ok 23293 psi - psi -psi - psi 23293 psi 0.776 OK MID-PANEL CHECK: fb.top = fb.bot = fb = 4.7lV(E/QFy} = Fe = Fcr = Fa = F'e = Cm = Fb = Mid Panel Chk = L/R <; 4.71 V[E-Q-Fy] : Fcr = Q-[0.658A UR > 4.71 V[E-Q-Fy] : Fcr =0.877-Fe End Panel : 1-0.50fa/[«J>F'e] Interior Panel : 1-0.67fa/[4>Fe] See eqs. 4.4-5 & 4.4-6 Unit) M / S.top = M / S.bot = 3 = w'-E/tL/r]2 = (Q-Fy/Fe)]-Fy = 0.6-Fcr = Tra-E/[L/Rx]2 = = = 0.6-Fy = = f Checks 1.0 = -1572 4137 -1572 120.966 78213 34748 20849 193785 - 0.954 30000 0.699 OK -1367 3598 -1367 120.966 142373 38635 20863 142373 0.969 - 27000 0.472 OK 77S/B -2959 120.966 636^5 32928 17781 63655 0.939 - 27000 0.569 OK -psi -psi -psi - -psi -psi - psi -psi - - -psi 0.776 OK 090929 PRIME Job: EXISTING UJ 5 CQ 5 JOIST CHECK - MEMBER ID 2 2DL 3 4 V2 5 6 V3 6R 5R V4 4R 3R 2DR 2R + = COMPRESSION - = TENSION J17WEB NEW AXIAL LOAD (#) -9809 1302 4342 -2902 763 1589 -461 847 -1003 1931 445 -2694 4118 1297 -9412 MEMBER CHECK ALLOW T (LBS) ALLOW C (LBS) 16236 4715 5249 6182 4166 3785 6182 1888 4164 6182 1888 3786 4165 6184 5249 4733 16234 ^^^•OL * * »•!jSkSTRUCI AAENGIN NEW STRESS RATIO 0.6042 0.2762 0.8272 0.4694 0.1832 0.4198 0.0746 0.2033 0.1622 0.5100 0.1068 0.4356 0.7844 0.2741 0.5798 fWl fURALnAt*. II M EERS sw: '! b RESULT OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK *« *«• "P, J17(@LINE1.6) PRIME JOB: STRUCTURAL ENGINEERS SHT= Jo/nf Coordinates and Temperatures 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 Label N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 xjim 45.875 93.875 141.875 189.875 237.875 0 _ .28 69.875 93.875 117.875 141.875 165.875 189.875 213.875 255.625 283.625 Yfin] 0 0 0 0 0 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 TempfF] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Joint Boundary Conditions Joint Label Xfk/inl YFk/inl Rotationrk-fVrsidl Footina 1 2 N6 N16 Reaction Reaction Reaction -. Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed1 2 3 D L MECH None None None - I1 1 10 10 Joint Loads and Enforced Displacements (BLC 3: MECH) Joint Label L.D.M Direction Maanitudelflb.lb-ftt. (in.radV (lb*s* ill N9 L Y -350 2/in. lb*inA2fl Member Distributed Loads (BLC 1: D) Member Label Direction Start Maanitudenbffi....End Maanituderibffl.d... Start Locatlionrin.%1 End Location[in.%l 1 2 3 4 5 6 7 TC01 TC02 TC03 TG04 TC05 TC06 TC07 8 i TG08 9 ! TC09 10 I TC10 Y Y Y Y Y Y Y Y Y Y -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Member Distributed Loads (BLC 2: U Member Label Direction Start Maanitudeflb/ft....End Maanitudeflb/ft.d... Start Locationnn.%1 End Locattonfin.%1 1 \ TC01 2 I TC02 3 4 5 TC03 TC04 TC05 Y Y Y Y Y -160 I -160 -160 -160 -160 -160 -160 -160 -160 -160 0 0 0 0 0 0 0 0 0 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-310A\RISA\J17.r2d]Pagel J17(@LINE1.6) PRIME JOfcSTRUCTURAL am ENGINEERS sat-. Member Distributed Loads (BLC 2: L) (Continued) Member Label Direction Start Maanitudenb/ft....End Maanitudeflb/ft.d.. Start Locationfin.%1 End Locattonfin.%1 6 7 8 Q, M— 10 TC06 TC07 TC08 TC09 TC10 Y Y Y Y Y -160 -160 -160 -160 -160 -160 -160 -160 -160 -160 0 0 0 0 0 0 0 0 0 0 Load Combinations DescriDtton Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 41 D+L+MECH lYesI 1 1 I 1 2 1 3 1_| J T Joint Reactions tBv Combination} LC Joint Label XHbl Yflbl MZflb-ftl _.!_ 2 *j 4 .—J—^ 1 1 1 N6 N16 Totals: COG fin): 0 0 0 X: 139.2165 3629.6657 3499.1677 7128.8333 Y: 17.0316 0 0 Member Section Forces 1 2 3 4 5 6 7 9 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 LC 1 1 1 1 1 1 1 1 Member Label W2 V2L W3 W4 V2 W5 W6 V3 Sec 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 Axialflb] -9809.1941 -9809.1941 -9809.1941 -9809.1941 -9809.1941 1302.2967 1302.2967 1302.2967 1302.2967 1302.2967 4342.1134 4342.1134 4342.1134 4342.1134 4342.1134 -2901.7154 -2901.7154 -2901.7154 -2901.7154 -2901.7154 763.0595 763.0595 763.0595 763.0595 763.0595 1588.7124 1588.7124 1588.7124 1588.7124 15887124 -460.9954 -460.9954 -460.9954 -460.9954 -460.9954 846.6608 Shear[lb] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Moment[lb-ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA-2D Version 9.0.0 [\\Servertserver-d\dwgs99&2ks\2009\2K9-310A\RISA\J17.r2d]Page 2 J17(@LINE1.6) PRIME JOB: STRUCTURAL PATE ft)* ENGINEERS SHT- « Member Section Forces {Continued} LC Member Label Sec Axialflbl Shearhbl Momentflb-ftl 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 .81. _ 8? 83 84 85 86 87 88 89 90 91 F 92 93 94 I 95 1 1 1 1 1 1 1 1 1 1 1 W6R W5R V2R W4R W3R V1R W2R TC01 TC02 TC03 TC04 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 846.6608 846.6608 846.6608 846.6608 -1002.9328 -1002.9328 -1002.9328 -1002.9328 -1002.9328 1930.6679 1930.6679 1930.6679 1930.6679 1930.6679 444.6901 444.6901 444.6901 444.6901 444.6901 -2694.2338 -2694.2338 -2694.2338 -2694.2338 -2694.2338 4117.542 4117.542 4117.542 4117.542 4117.542 1297.199 1297.199 1297.199 1297.199 1297.199 -9411.9643 -9411.9643 -9411.9643 -9411.9643 -9411.9643 9195,8892 9195.8892 9195:8892 9195.8892 9195.8892 8253.052 8253.052 8253.052 8253.052 8253.052 14160.5226 14160.5226 14160.5226 14160.5226 14160.5226 14160.5226 141605226 14160.5226 14160.5226 14160.5226 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o ., . 0 0 0 0 0 0 0 0 0 0 0 215.5J 56.92: -101.7 -260.4( -419.0- 479.27 241.98 4.691 -232.6( -469.8! 227.71 91.71: -44.28 -180,2i 232.77 96,77- -39.22-175.2:-311.2: RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-31 OA\RISA\J1 7.r2d] 03 J7 43 )97 '63 48 31 4 )02 119 27 27 57 73 I73 23 13 77 177 177 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -79.4832 -66.4109 39.2169 237,4003 237.4003 -77.2108 -184.8097 -85.3964 221 .0292 221.0292 73.1729 -6.6835 -18.5399 37.6038 37.6038 -44.7824 -59.1685 -5:5547 116.0592 Page 3 J17 (©LINE 1.8) PRIME STRUCTURAL ENGINEERS sat-, it Member Section Forces (Continued} 96 97 98 99 100 101 102 103 104 j 105 106 107 108 109 110 111 112 ,113 I 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 LC 1 1 1 1 1 1 1 1 1 1 Member Label TC05 TC06 TC07 TC08 TC09 TC10 BC01 BC02 BC03 BC04 Sec 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 Axialflbl 15832.0956 15832.0956 15832.0956 15832.0956 15832.0956 15832.0956 15832.0956 15832.0956 15832.0956 15832.0956 13439.6923 13439.6923 134396923 13439.6923 13439.6923 13439.6923 13439.6923 13439.6923 13439.6923 13439.6923 7884.5685 7884.5685 7884.5685 7884.5685 7884.5685 8820.5727 8820.5727 8820.5727 8820.5727 8820.5727 -11794.1223 -11794.1223 -11794.1223 -11794.1223 -11794.1223 -15456.1457 -15456.1457 -15456.1457 -15456.1457 -15456.1457 -15014.1862 -15014.1862 -15014.1862 -15014.1862 -15014.1862 -11242.4969 -11242.4969 -11242.4969 -11242.4969 -11242.4969 Shearflbl 341.4184 205.4184 69.4184 -66.5816 -552:5816 294.0792 158.0792 22.0792 -113.9208 -249.9208 286.9894 150.9894 14.9894 -121.0106 -257.0106 187.6794 51.6794 -84.3206 -220.3206 -356.3206 467.3936 230.8103 -5.7731 -242.3564 -478.9397 419.1813 260.5147 101.848 -56.8187 -215.4853 2.8037 2.8037 2.8037 2.8037 2.8037 -.3789 -.3789 -.3789 -.3789 -.3789 .1826 .1826 .1826 .1826 .1826 -2.6074 -2.6074 -2.6074 -2.6074 -2.6074 Momentnb-ftl 116.0592 -20.65 -89:3592 -90.0684 12310558 123.0558 10:0162 -35.0234 -12:063 78.8974 78.8974 -30.5973 -72.092 -45.5866 48.9187 48.9187 -10.921 -2.7607 73,3996 217.5598 21*5598 -86.0861 -183.9538 -76.0434 237:6453 237.6453 39,4007 -66.2884 -79.422 0 0 -2.8037 -5.6074 -8.4111 -11.2147 -11.2147 -10.8359 -10.457 -10.0781 -9.6992 -9.6992 -9.8818 -10.0644 -10.2469 -10.4295 -10.4295 -7.8221 -5.2147 -2.6074 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-31 OA\RISA\J17.r2d]Page 4 s 00 co oCM ID «? CD CDZ Q g 7 >< / !i"li LU COQ. O) PRIME Job: L. - !i STRUCTURAL Date: J ENGINEERSsht - S j111I] I HICO I CO d> ^CM PRIMEJpb1- STRUCTURAlpate-._SB: ENGINEERS ^ht -il- S do Route tor LC 1, 0*L«UECHMMnbtr Banting MomMl* (tMI)Reaction unto am Ib and M"to CD" ^o •a 5 A 1^ <?•O ^2_3 f- t« Q ^ W 1— UJ CO Q_| MOMEN'CO O)\f PRIME Job: STRUCTURAL ENGINEERS oi /Y SJI STANDARD SPECIFICATIONS FOR K-SERIES (2005 SJI-K-1.1) (ASD - ALLOWABLE STRESS DESIGN) Description: JOIST J17 (@ LN 3.8) CHORD PROPERTIES: TOP CHORD: LL BOT CHORD: LL 2.00 X 1.50 X 2.00 X 1.50X 0.137 0.115 Chord Gap = 1 .00 in Fy = 50 ksi E = 29000 ksi L Properties: TC BC LL Properties: TC BC Area 0.529 in2 0.332 in' Area 1.058 in2 0.664 in2 x_bar 0.551 in 0.41 8 in x_bar 1.051 in 0.918 in y_bar 0.551 in 0.418 in iyy 1.581 0.703 Ix ly 0.206 0.206 0.072 0.072 Ryy S.top 1.222 0.749 1.029 0.133 Iz 0.083 0.029 S.bot 0.285 0.346 Rx 0.624 0.467 Q 0.879 Ry 0.624 0.467 Rz 0.397 0.297 PANEL CHECK CHORD DESIGN CRITERIA: Lx = Ly = Lz = Filler = Axial Force, P = Panel Pt, M = Mid Panel, M = MaxL/R = L/R Check = Length coir. Length corr. Length corr. to Rx in plane of joist to Ry of joist to Rz of joist TC Interior Panel 24.00 = 24.00 24.00 NO -16005 = 3167 649 = 60.494 = OK TCEnd Panel 28.00 28.00 14.00 YES -9300 3072 1068 44.837 OK TC First Panel 41.88 41.88 20.94 YES -8375 3167 2539 67.055 OK BC Interior Panel 48.00 48.00 48.00 NO 15511 in in in Ib - in-lb - in-lb 161.737 OK in PANEL POINT CHECK: Axial Stress, fa - fb.top = fb.bot = fb = fa + fb = Panel Pi Chk = P/A = M / S.top = M / S.bot = = s (fa+fbX(0.6-Fy) = (fa+fbX(0.6-Fy)S1.0 = -15121 4225 -11118 -11118 26240 0.875 OK -8786 4099 -10785 -10785 19572 0.652 OK -7913 4225 -11118 -11118 19031 0.634 OK 23375 - - - 23375 0.779 OK psi psi psi psi psi MID-PANEL CHECK: fb.top = fb.bot = fb = 4.7lV(E/QFy) = Fe = Fcr = Fa = F'e = Cm = Fb = Mid Panel Chk = M / S.top = M/ S.bot = s = Tt'-E/tL/r]* = L/R S 4.7lV[E-Q-Fy] : Fcr = Q-[0.658A(Q-Fy/Fe)]-Fy L/R > 4.71 V[E-Q-Fy] : Fcr =0.877-Fe = 0.6-Fcr = ir'-E/fL/Rxps End Panel : 1-0.50fa/[<t>F'e] = Interior Panel : 1-0.67fa/[*F'e] = 0.6-Fy = See eqs. 4.4-5 & 4.4-6 = Unity Checks 1.0 = -866 2279 -866 120.966 78213 34748 20849 193785 - 0.948 30000 0.757 OK -1425 3750 -1425 120.966 142373 38635 20863 142373 0.969 - 27000 0.479 OK -3388 8915 -3388 120.966 63655 32928 17781 63655 0.938 - 27000 0.595 OK - - - - - - - - - - - 0.779 OK psi psi psi psi psi psi psi psi 090929 zEk STRI jMBhENG EXISTING JOIST CHECK - J17 (@ LN 3.8) WEB MEMBER CHECK NEW AXIAL NEW STRESS MEMBER ID LOAD(#) ALLOW T(LBS) ALLOW C (LBS) RATIO V)CCUSCO LU5m § 2 2DL 3 4 V2 5 6 V3 6R 5R V4 4R 3R 2DR 2R -9920 16236 1277 4439 -2590 6182 506 1721 -607 6182 786 -753 6182 1703 556 -2658 6184 4345 1345 -9884 16234 - 4715 5249 - 4166 3785 1888 4164 1888 3786 4165 - 5249 4733 . 0.6110 0.2709 0.8457 0.4189 0.1215 0.4546 0.0981 0.1887 0.1217 0.4497 0.1335 0.4298 0.8276 0.2842 0.6089 ttTURALoate:_JLH_ INEERSsht: it- RESULT OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK + = COMPRESSION - = TENSION J17 (@ LINE 3.8) PRIME STRUCTURAL ENGINEERS Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Label N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 X[in] 45.875 93.875 141.875 189.875 237.875 0 28 69 875 93.875 117.875 141.875 165.875 189.875 213.875 255.625 233.625 Y[in] 0 0 0 0 0 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 17.0316 Temp [F] 0 0 0 0 0 0 0 • : .•• Q :-. 0 0 0 - 0 • 0 0 0 0 Joint Boundary Conditions ! TT" ' 1 2 1 Joint Label XFk/inl Yfk/inl Rotationfk-ft/radl Footina N6 N16 Reaction Reaction Reaction I i Basic Load Cases 1 2 3 BLC Description D L MECH Category None None None X Gravity Y Gravity Joint Point 4 Distributed 10 10 Joint Loads and Enforced Displacements Joint Label LD.M Direction No Data to Print... Maanitude[(lb.lb-ffl. (in.rad). (lb*s*2/ln. lb' Member Distributed Loads (BLC 1: D) Member Label Direction Start Maanitudeflb/ft....End Maanitudeflb/ft.d... Start Locattonfin.%1 End Locattonnn.%1.__. 2 3 4 "6~ 7 8 9 10 TC01 TC02 TC03 TC04 TC05 TC06 TC07 TG08 TC09 TG10 Y Y Y Y Y Y Y Y Y Y -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 -112 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o 0 Member Distributed Loads (BLC 2: U 1? 3 4 5 Member Label Direction Start Maanitudellb/ft....End Maanitudeflb/ft.d... Start Locationfin.%1 End Locationfin.%1 TC01 TC02 TC03 TC04 TC05 Y Y Y Y Y -160 -160 -160 -160 -160 -160 -160 -160 -160 -160 0 0 0 0 0 0 0 0 0 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-31 OA\RISA\J17 (2).r2d]Pagel J17 (@ LINE 3.8) Member Distributed Loads (BLC 2: L) (Continued) PRIME JOBdMl STRUCTURAL MTE ttj ENGINEERS SHT: n 6 7 8 9 10 TC06 TC07 TC08 TC09 TC10 • Y Y Y Y Y -160 -160 -160 -160 -160 -160 -160 -160 -160 -160 : • '-of ' ' °i'.- ' '4 •". o|•• or - • 0 0 0 0 0 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BL<b Factor BLC Factor BLC Factor 1 i D+L+MECH I Yes I 1 1 1 1 Joint Reactions (Bv Combination} 1 2 3 4 LC1111 Joint Label N6 N16 Totals: COG (in): X(lb] 0 0 0 X. 141.4902 Y[lb] 3672.7461 3656.0873 7328.8333 Y: 17:0316 MZ [Ib-ft] 0 0 Member Section Forces LC Member Label Sec Axiainbl Shearllbl MomenUlb-ftl 1 2 3 4 5 67 8 Q 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 1 1 1 1 25 26 1 27 28 29 30 '31 3? 33 34 35 36 1 1 W2 V2L W3 W4 V2 W5 W6 V3 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 -9920.0757 -9920,0757 -9920.0757 -9920.0757 -9920.0757 1277.1649 1277.1649 1277.1649 1277.1649 1277.1649 4438.7762 4438,7762 4438.7762 4438.7762 4438.7762 -2589.9616 -2589.9616 -2589.9616 -2589.9616 -2589.9616 506.2077 506.2077 506.2077 506.2077 506.2077 1720.7273 1720.7273 1720:7273 1720.7273 1720J273 -606.6971 -606.6971 -606.6971 -606:6971 -606.6971 785:921 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-310A\RISA\J17 (2).r2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d] Page 2 J17 (©LINE 3.8) PRIME JOB:_ STRUCTURAL DAT* ENGINEERS SHT:. Member Section Forces (Continued} 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 9? 93 94 95 LC 1 1 1 1 1 1 1 1 1 1 1 Member Label W6R W5R V2R W4R W3R V1R W2R TC01 TC02 TC03 TC04 Sec 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 Axial(lb) 785.921 785.921 785.921 785.921 -752.5042 -752.5042 -752.5042 -752.5042 -752.5042 1702.5123 1702.5123 1702.5123 1702.5123 1702.5123 556.0798 556.0798 556.0798 556.0798 556.0798 -2658.0406 -2658.0406 -2658.0406 -2658.0406 -2658.0406 4344.4894 4344.4894 4344.4894 4344.4894 4344.4894 13452907 1345.2907 1345.2907 1345.2907 1345.2907 -9884.29 -9884.29 -9884.29 -9884.29 -9884.29 9299.8381 9299.8381 9299.8381 9299.8381 9299.8381 8375.1959 8375.1959 8375.1959 8375.1959 8375.1959 14107.256 14107.256 14107.256 14107.256 14107.256 14107.256 14107.256 14107.256 14107.256 14107.256 Shearflbl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 220.0785 61.4119 -97.2548 -255.9215 -414.5881 466.4265 229.1348 -8.1568 -245.4485 -482.7402 587.2283 451.2283 15.2283 -120.7717 -256.7717 249.436 113.436 -22.564 -158.564 -294.564 Momentflb-ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -82.1014 -71.6472 31.3626 2269279 226.9279 -76.4745 -172.8647 -62.2426 255.3918 255.3918 -4.2224 -53.649 -27.2632 67.1227 67.1227 -23.5953 -46.3133 -1.0313 112.2507 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-310A\RISA\J17 (2).r2d]PageS J17 (©LINE 3.8) PRIME JOB: STRUCTURAL PATR U/«n ENGINEERS SHT- t Member Section Forces (Continued) LC Member Label Sec AxialFlbl Sheart 96 97 98 ^99__ 100 101 102 _103_ 104 105 106 107 103 109 110 111 112 113 114 115 , 116 1171 119 119 120 121 1?? 173 174 125 126 127 178 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 1 I i 1 1 1 TC05 TC06 TC07 TC08 TC09 I 1 TC10I 1 1 1 1 BG01 BC02 BC03 BC04 1 2 3 4 5 1 2 3 4 5 1 ~" 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 16005:3118 16005.3118 16005:3118 16005.3118 16005.3118 16005.3118 16005:3118 16005.3118 16005.3118 16005.3118 14003.2023 14003.2023 14003.2023 14003.2023 14003.2023 14003.2023 14003.2023 14003.2023 14003,2023 14003.2023 8292.5151 8292.5151 82925151 8292.5151 82925151 9263.2203 9263.2203 9263.2203 9263.2203 9263.2203 -11995.0965 -11995.0965 -11995:0965 -11995.0965 -11995.0965 -15510.5396 -15510.5396 -15510.5396 -15510:5396 -15510.5396 -15391.6312 -15391.6312 -15391.6312 -15391.6312 -15391.6312 -11835.5232 -11835.5232 -11835.5232 -11835.5232 -11835.5232 350.11 214.K 78.16 -357.8 -493:8 292.01 156.0? 20.08 -115.9 -251.9 297.81 161 .8f 25.88 -110.1 -396.1 159.96 23.96! bj , Momentflb-ftl 11 11 1 $89m 22 22 12 78 78 23 23 23 77 77 22 22 -112.0378 -248.0378 -384.0? 591,96 205.3J -31,20 -267.71 -504,3 427.04 268.3S 109.71 -4&95 -207.6- 2.790 2.790 2.790 2.790 .2.790 -.363 -.363 -.363 -.363 -.363 .329 .329 .329 .32J .32J -2.75! -2.75! -2.75! -2.75! 78 43 M 24 >57 39 85 19 52 15 81 4 I4 4 4 4 5 5 5 3 3 ' :9 59 59 59 -2.7559 112:2507 -28.8299 -101:9104 -89.8035 123:1159 123.1159 11.0749 -32.9662 -9,0073 82.9516 82.9516 -31.9895 -78.9307 -57.8719 39.7807 39.7807 -6.2004 15.8185 105.8374 263.8564 263:8564 -134.0839 -209.8334 -79.8048 256:0021 256.0021 53.1682 -57.1101 -74.8328 0 0 -2.7904 -5,5809 -8.3713 -11.1618 -11.1618 -10.7983 -10.4348 -10.0713 -9.7078 -9.7078 -10.0368 -10.3658 -10.6947 -11,0237 -11.0237 -8.2678 -5.5118 -2.7559 0 RISA-2D Version 9.0.0 [\\Server\server-d\dwgs99&2ks\2009\2K9-31 OA\RISA\J 17 (2).r Page 4 floO\ / P I STRUCTURAL Date-. f 4 H flop I MN)CT»«iT Gravity Beam Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 PRIMEJob: STRUCTURAL Date: « ENGINEERS sht 11/16/0909:27:34 Steel Code: AISC LRFD Floor Type: 2ND FLOOR Beam Number = 51 SPAN INFORMATION (ft): I-End (59.00,48.00) J-End (59.00,72.00) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 24.00 COMPOSITE PROPERTIES (Not Shored): Fy = 50.0 ksi Concrete thickness (in) Unit weight concrete (pcf) f c (ksi) Decking Orientation Decking type beff(in) Mnf(kip-ft) C (kips) Ieff(in4) Stud length (in) Stud Capacity (kips) Qn = # of studs: Max = 48 Number of Stud Rows = 1 72.00 269.50 89.79 412.10 3.00 12.8 Left 2.50 110.00 3.00 perpendicular VERCO B Formlok Ybar(in) Mn (kip-ft) PNA (in) Itr (in4) Stud diam (in) Right 2.50 110.00 3.00 perpendicular VERCO B Fonnlok 13.24 202.69 10.75 604.11 0.75 Partial = 14 Actual = 14 Percent of Full Composite Action = 27.67 POINT LOADS (kips): Dist DL CDL 12.000 0.24 0.00 RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL LINE LOADS (k/ft): Load Dist DL 1 0.000 0.416 24.000 0.416 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 16.07 kips 0.90Vn = 85.08 kips CDL 0.247 0.247 LL 0.520 0.520 Red% 0.5% Type Red CLL 0.130 0.130 MOMENTS (Ultimate): Span Cond Center PreCmp+ InitDL Max + Controlling REACTIONS (kips): Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Initial load (in) Live load (in) LoadCombo 1.2DL+1.6LL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL Mu kip-ft 36.3 24.9 97.3 97.3 @ ft 12.0 12.0 12.0 12.0 Lb ft 0.0 — — — Cb 1.00 Phi 0.90 0.85 0.85 Phi*Mn kip-ft 124.50 172.28 172.28 Left 4.52 5.11 6.21 16.07 Right 4.52 5.11 6.21 16.07 at at 12.00ft = 12.00ft = -0.320 -0.323 L/D L/D 901 891 PR!MEJob: Gravity Beam Design J|k STRUCTURAL Date: Jlil RAM Steel vl4.00.01.00 -»*••»ENGINEERS Sht: page 2/2 DataBase: 2K9-310 11/16/09 09:27:34 Building Code: UBC2 Steel Code: AISC LRFD Post Comp load (in) at 12.00ft = -0.439 L/D = 656 Net Total load (in) at 12.00ft = -0.758 L/D = 380 Gravity Beam Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 STRUCTURAL Dat8:_l/f3 ENGINEERS sht j£— ; 11/16/0909:27:34 Steel Code: AISC LRFD Floor Type: 2ND FLOOR Beam Number = 3 SPAN INFORMATION (ft): I-End (52.50,48.00) J-End (78.50,48.00) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 26.00 Mp(kip-ft) = 397.50 POINT LOADS (kips): Fy = 50.0 ksi Dist 6.500 6.500 13.000 13.000 19.500 DL 5.11 4.99 5.11 4.99 9.98 RedLL 6.24 6.24 6.24 6.24 12.48 Red% NonRLL StorLL 25.4 25.4 25.4 25.4 25.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Red% RoofLL 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 Red% 0.0 0.0 0.0 0.0 0.0 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 40.48 kips 0.90Vn = 195.62 kips MOMENTS (Ultimate): Span Cond Center Controlling Max LoadCombo 1.2DL+1.6LL 1.2DL+1.6LL Mu kip-ft 350.7 350.7 @ ft 13.0 13.0 Lb ft 6.5 6.5 Cb 1.11 1.11 Phi 0.90 0.90 Phi*Mn kip-ft 357.75 357.75 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left 15.13 13.96 40.48 Right 15.07 13.96 40.41 at at at 13.00ft = 13.00ft = 13.00ft = -0.619 -0.572 -1.191 L/D L/D L/D 504 545 262 Load Diagram RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 PRIME^ STRUCTURAL Date: J ENGINEERS sht 11/16/0909:27:34 Floor Type: 2ND FLOOR Beam Number = 68 Span information (ft): I-End (46.00,0.00) J-End (46.00,24.00) Load PI Wl W2 Dist ft 12.000 ft 0.000 24.000 DL kips 0.240 k/ft 0.416 0.416 LL+ kips 0.000 k/ft 0.518 0.518 LL- kips 0.000 k/ft 0.000 0.000 Max Tot kips 0.240 k/ft 0.934 0.934 Gravity Beam Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 STRUCTURAL Date: ENGINEERS sht -2£- 11/16/0909:27:34 Steel Code: AISC LRFD Floor Type: 2ND FLOOR Beam Number = 67 SPAN INFORMATION (ft): I-End (39.50,0.00) J-End (39.50,24.00) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 24.00 COMPOSITE PROPERTIES (Not Shored): Fy = 50.0 ksi Concrete thickness (in) Unit weight concrete (pcf) f c (ksi) Decking Orientation Decking type beff(in) Mnf(kip-ft) C (kips) Ieff(in4) Stud length (in) Stud Capacity (kips) Qn = # of studs: Max = 48 Number of Stud Rows = 1 Left 2.50 110.00 3.00 perpendicular VERCO B Formlok Y bar(in) Mn (kip-ft) PNA (in) Itr(in4) Stud diam (in) 72.00 269.50 89.79 412.10 3.00 12.8 Partial = 14 Actual = 14 Percent of Full Composite Action = 27.67 Right 2.50 110.00 3.00 perpendicular VERCO B Formlok 13.24 202.69 10.75 604.11 0.75 POINT LOADS (kips): Dist DL CDL 12.000 0.12 0.00 RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL LINE LOADS (k/ft): Load Dist DL 1 0.000 0.416 24.000 0.416 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 16.00 kips 0.90Vn = 85.08 kips CDL 0.247 0.247 LL 0.520 0.520 Red% 0.5% Type Red CLL 0.130 0.130 MOMENTS (Ultimate): Span Center Cond PreCmp+ InitDL Max + LoadCombo 1.2DL+1.6LL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL Mu kip-ft 36.3 24.9 96.4 96.4 @ ft 12.0 12.0 12.0 12.0 Lb ft 0.0 — — — Cb 1.00 Controlling REACTIONS (kips): Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Initial load (in) Live load (in) Phi 0.90 0.85 0.85 Phi*Mn kip-ft 124.50 172.28 172.28 Left 4.52 5.05 6.21 16.00 Right 4.52 5.05 6.21 16.00 at at 12.00ft = 12.00ft = -0.320 -0.323 L/D L/D 901 891 Cravitv Beam Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 STRUCTURAL Date:JU£l ENGINEERS snt -^age 2/2 11/16/0909:27:34 Steel Code: AISC LRFD Post Comp load (in) Net Total load (in) at at 12.00ft = 12.00ft = -0.434 -0.753 L/D = L/D = 664 382 Load Diagram RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 PRIME- STRUCTURAL Date:. ENGINEERS sht: 11/16/0909:27:34 Floor Type: 2ND FLOOR Beam Number = 6 Span information (ft): I-End (26.50,24.00) J-End (52.50,24.00) P4 P2 Load PI P2 P3 P4 Dist ft 6.500 7.500 13.000 19.500 DL kips 5.052 6.138 9.720 10.104 LL+ kips 4.604 5.535 8.853 9.207 LL- kips 0.000 0.000 0.000 0.000 Max Tot kips 9.655 11.673 18.573 19.311 Gravity Beam Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 PR! ME Job: X£±L°* STRUCTURAL Date:JlkL ENGINEERS sht .,?* 11/16/0909:27:34 Steel Code: AISC LRFD Floor Type: 2ND FLOOR Beam Number = 6 SPAN INFORMATION (ft): I-End (26.50,24.00) J-End (52.50,24.00) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 26.00 Mp(kip-ft) = 397.50 POINT LOADS (kips): Fy = 50.0 ksi Dist 6.500 7.500 13.000 19.500 19.500 DL 5.05 6.14 9.72 4.99 5.11 RedLL 6.24 7.50 12.00 6.24 6.24 Red% NonRLL StorLL Red% RoofLL 26.2 26.2 26.2 26.2 26.2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 Red% 0.0 0.0 0.0 0.0 0.0 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 41.24 kips 0.90Vn = 195.62 kips MOMENTS (Ultimate): Span Cond Center Controlling Max LoadCombo 1.2DL+1.6LL 1.2DL+1.6LL Mu kip-ft 359.6 359.6 @ ft 13.0 13.0 Lb ft 6.5 6.5 Cb 1.11 1.11 Phi 0.90 0.90 Phi*Mn kip-ft 357.75 357.75 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left 15.54 14.12 41.24 Right 15.47 14.08 41.09 at at at 13.00ft = 13.00ft = 13.00ft = -0.643 -0.585 -1.229 L/D L/D L/D 485 533 254 Gravity Column Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 PRIMED STRUCTURAL o<ite:Jl/*l ENGINEERS sut JtL* 11/16/09 09:38:39 Steel Code: AISC LRFD Story level ROOF, Column Line 2-C Fy(ksi) = 50.00 Orientation (degrees) = 0.0 Column Size = W8X24 INPUT DESIGN PARAMETERS: Lu(ft). K Braced Against Joint Translation Column Eccentricity (in)Top _ Bottom X-Axis 15.00 1 Yes 6.97 6.97 Y-Axis 15.00 1 Yes 6.25 6.25 CONTROLLING COLUMN LOADS - Load Case 3: Axial (kips) Moments Top MX (kip-ft) My (kip-ft) Bot MX (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis Dead 14.39 3.19 0.00 -0.23 1.34 Live 7.74 0.63 0.00 -3.27 1.08 Roof 0.00 0.00 0.00 0.00 0.00 CALCULATED PARAMETERS: Pu (kips) = 29.65 Mux (kip-ft) = 5.51 Muy (kip-ft) = 3.34 Cbx Cmx Pex (kips) Blx 1.06 0.95 730.56 1.00 (1.2DL + 1.6LL + 0.5RF) 0.85*Pn (kips) = 120.33 0.90*Mnx (kip-ft) = 71:06 0.90*Mny (kip-ft) = 31,67 Cmy = 0.60 Pey(kips) = 16L66 Bly = 1.00 INTERACTION EQUATION Pu/0.85*Pn = 0.246 Eq Hl-la: 0.246 + 8/9*(0.078 + 0.106) = 0.409 Gravity Column Design RAM Steel vl4.00.01.00 DataBase: 2K9-310 Building Code: UBC2 PR I ME Job: STRUCTURAL Date: ENGINEERS sht l*2ie 2/2 11/16/09 09:38:39 Steel Code: AISC LRFD Story level 2ND, Column Line 2-C Fy(ksi) = 50.00 Orientation (degrees) = 0.0 INPUT DESIGN PARAMETERS: Lu(ft). K Braced Against Joint Translation Column Eccentricity (in) Column Size = W8X24 Top _ Bottom rAxis 14.00 1 Yes 6.97 0.00 Y-Axis 14.00 1 Yes 6.25 0.00 CONTROLLING COLUMN LOADS - Load Case 6: Axial (kips) Moments Top MX (kip-ft) My(kip-ft) Bot MX (kip-ft) My (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: Pu (kips) = 113.51 Mux (kip-ft) = 1.76 Muy (kip-ft) = 5.10 )ead ;s.60 0.24 1.44 0.00 0.00 (1.2DL + 1.6LL + 0.5RF) 0.85*Pn (kips) 0.90*Mnx (kip 0.90*Mny (kip Cbx Cmx Pex (kips) Blx 1.75 0.60 838.66 1.00 ft) = ft) = Cmy Pey (kips) Bly INTERACTION EQUATION Pu/0.85*Pn = 0.838 Eq Hl-la: 0.838 + 8/9*(0.020 + 0.161) = 0.999 Live 26.99 -0.92 0.98 0.00 0.00 135.42 86.63 31.67 0.60 185.58 1.54 Roof 0.00 0.00 0.00 0.00 0.00 FOR REFERENCE ONLY TRANE Dimensional Data lawraAt CONNECTION AND COMPRESSOR• CONTROL AND IACCESS MMl Figure 2. Cooling and Gas/Electric - 3-4 Tons - Low & Medium Heat - R-22 * All dimensions are in inches/millimeters. **l/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) EVAPORATOR OAUQE PORT ACCESS Mr(36UM)CXA.HOLE IMF POWER WIRE2-tiiMiloiA.Haie 1fl NPTQAS COWECnON Figure 3. Cooling and Gas/Electric - 5 Tons - High Heat - R-22; Cooling and Gas/Electric 3-5 Tons - Standard Efficiency R-410A Cooling and Gas/Electric; 3 Tons High Efficiency R-410A * All dimensions are in inches/millimeters. **l/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) 102 RT-PRC023-EN TRANE Dimensional Data (3-5 Tons} MMM •) —;sgMM- THROUGHTHE BASE GAS(Y.C MODELS . 1s/.fl. ONLY) h'sa MM- Figure 4. Cooling and Gas/Electric Models 3-5 Tons R-22; 3-5 Tons Standard Efficiency R-410A; 3 Tons High Efficiency R-410A - Downflow Airflow Supply/Return - Through the Base Utilities * All dimensions are in inches/millimeters. Figure 5. Cooling and Gas/Electric Models 3-5 Tons R-22; 3-5 Tons Standard Efficiency R-410A; 3 Tons High Efficiency R-410A - Horizontal Airflow Supply/Return * All dimensions are In inches/millimeters. CLEARANCE 37' (940 MM)CLEARANCEHORIZONTAL FLOW- 18" (457 MM)DOWNFLOW 36* (914 MM) TYPICAL ROOF OPENING CLEARANCE 48" (1219 MM)CLEARANCE 36' (914 MM) Figure 6. Cooling and Gas/Electric Models 3-5 Tons R-22; 3-5 Tons Standard Efficiency R-410A; 3 Tons High Efficiency R-410A - Unit Clearance and Roof Opening * All dimensions are in inches/millimeters. RT-PRC023-EN 103 TRANE Dimensional Data (3-5 Tons) Figure 7. Cooling and Gas/Electric Models - 3-5 Tons R-22; 3-5 Tons Standard Efficiency R-410A; 3 Tons High Efficiency R-410A - Roof Curb * All dimensions are in inches/millimeters. ALL FLANGES 11/4' (32 MM) Figure 8. Cooling and Gas/Electric Models - 3-5 Tons R-22; 3-5 Tons Standard Efficiency R-410A; 3 Tons High Efficiency R-410A - Downflow Duct Connections - Field Fabricated* All dimensions are in inches/millimeters. 104 RT-PRC023-EN Weights Table 136. Maximum Unit & Comer Weights (Lbs) and Center of Gravity Dimensions (in.) Tons M< Unit Maximum Model Weights^ jdel No. Shipping Net R-22 Refrigerant 3 THC033A YHC033A 4 THC043A YHC043A 5 THC063A YHC063A R-410A Refrigerant 3 TSC036E1, E3, E4, EW YSC036E1, E3, E4, EW WSC036E1, E3, E4, EW 4 TSC048E1, E3, E4, EW YSC048E1, E3, E4, EW WSC048E1, E3, E4, EW 5 TSC060E1, E3, E4, EW YSC060E1, E3, E4, EW WSC060E1, E3, E4, EW (') Weights are ap (") Corner weights A CENTER OF GRAVITY WIDTH J D CENTER 0 Table 137. Maxin jroxlmate. are given for informat CENTER OF GRAVITY 1 LENGTH » © 566 464 627 537 598 507 669 577 648 557 704 612 555 480 607 532 589 514 586 511 638 563 600 525 636 561 688 613 825 682 on only. k.P A 140 159 147 167 167 180 157 165 177 167 175 181 183 190 228 F GRAVITY— / ium Unit & Comer Weights (Lbs) and Center of < Unit Maximum Model Weights'" Tons Model No. Shipping Net 3 THC036E1,3,4 YHC036E1,3,4 4 THC048E1,3,4 YHC048E1,3,4 5 THC060E1,3,4 YHC060E1,3,4 566 472 637 544 798 653 869 725 823 676 894 748 Comer Weighted) B 119 139 124 144 135 151 122 137 107 129 145 109 142 158 177 a c jravhy Dim< C 109 126 122 139 130 144 95 95 113 101 101 115 111 110 114 Misions (in.) D 96 111 112 127 125 137 107 134 117 114 142 119 125 155 163 Comer Welghtsw A 109 127 155 173 204 222 B 85 103 127 145 74 92 C 186 204 248 266 327 345 D 92 110 123 141 71 89 Center of Gravity (in.) Length 32 32 31 32 31 32 3i 31 29 31 31 29 31 31 38 Width 19 19 20 20 19 20 19 19 20 19 19 20 19 19 24 Center of Gravity (in.) Length 40 39 40 4J> 4l 4 Width 26 26 25 25 26 26 0) Weights are approximate.(") Corner weights are given for information only RT-PRC023-EN 113 PROJECT NAME: Axis Tenant Improvement 2774 Gateway Drive, Carlsbad Ca. Job Number - 9020 MECHANICAL TITLE 24 CERTIFICATION PRESCRIPTIVE APPROACH 11/17/2009 (Revised) DOCUMENTATION AUTHOR Gerald Marino MDC, Inc. 858-705-2796 CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENV 1 C PROJECT NAME PROJECT ADDRESS PRINCIPAL DESIGNER-ENVELOPE DOCUMENTATION AUTHOR Axis Tenant Improvement 2774 Gateway Drive, Carlsbad Ca. Wars Malcomb Gerald Marino GENERAL INFORMATION DATE OF PLANS 1 1/17/2009 (Revised)|BUILDING CONDITIONED BUILDING TYPE 0 n PHASE OF CONSTRUCTION G METHOD OF ENVELOPE D COMPLIANCE SUPPORTING FORMS D SUBMITTED NONRESIDENTIAL RELOCATABLE - Indicate: D NEW CONSTRUCTION COMPONENT ENV-2-C (Component) FLOOR AREA TELEPHONE 858-638-727? TELEPHONE 858-705-2796 DATE 11/17/2009 (Revised) Building Permit # Checked by/Date Enforcement Agency Use 14,764 sqtt ICLIMATEZONE 7 n HIGH-RISE RESIDENTIAL D HOTEL/MOTEL GUEST specific climate - list D ADDITION 0 , or D all climates ALTERATION D UNCONDITIONED (file affidavit) D OVERALL ENVELOPE D ENV-3-C (Overall Envelope) D ENV-4-C (Skylight Worksheet) STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Gerald Marino SIGNATURE DATE 11/17/2009 (Revised) The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110,116 through 118, and 140,142,143 or 149 of Title 24, Part 6. PIMM check one: PI I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. CD I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. l~~l I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (These sections of the Business and Professions Code are [I in full in the Nonresidential Manual.) PRINCIPAL ENVELOPE DESIGNER-NAME {SIGNATURE I ENVELOPE MANDATORY MEASURES IDATE |LIC# 10/2/2009 | Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE ft WORKSHEETS (check box If worksheet to Included) For detailed instructions on the use of this and an Energy Efficiency standards compliance forms, please refer to We Nonres bv the California Enerov Commission Q ENV-1-C Q ENV-2-C D ENV-3-C D ENV-4-C Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in sc tdential Manual published hedules on plans. Use with the Envelope Component compliance method. Use with the Overall Envelope compliance method. Optional. Use for the minimum skylight requirements for large enclosed spaces. 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part 1 of 3) MECH-1 -C PROJECT NAME PROJECT ADDRESS PRINCIPAL DESIGNER-MECHANICAL DOCUMENTATION AUTHOR AxisTI 2774 Gateway, Carlsbad Ca. MDC, Inc. Gerald Marino GENERAL INFORMATION DATE OF PLANS 12/6/2007 BUILDING TYPE 0 PHASE OF CONSTRUCTION O IsUfLDING CONDITIONED FLOOR AREA TELEPHONE 858-705-2796 TELEPHONE 858-705-2796 DATE 11/13/2009 Building Permit* Checked by/Date Enforcement Agency Use 14,764 sqfi (CLIMATE ZONE 7 NONRESIDENTIAL D HIGH-RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM NEW CONSTRUCTION D ADDITION 0 ALTERATION D UNCONDITIONED (file affidavit) D ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPUANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the CaHfomia Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Gerald Marino SIGNATURE PATE 11/13/2009 The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100,101,102,110 through 115,120 through 125,142,144 and 145. 0 The plans & specifications meet the requirements of Part 6 (Sections 10-103a). 0 The installation certificates meet the requirements of Part 6 (10-103a 3). 0 The operation & maintenance information meets the requirements of Part 6 (10-103c). Please check one: (These sections of the Business and Professions Code are printed in fuN in the Nonresidential Manual.) 12] I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of CaHfomia as a civil engineer or mechanical engineer, or I am a licensed «M«KltAJ**arcnneci. D I affirm that I am eligible under the exemption of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. Q I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL MECHANICAL DESIGNER-NAME Lou Abbott SIGNATURE && DATE 10/2/2009 LIC# M031971 ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures M1.1 INSTRUCTION* TO APFU 0 0 0 0 MECH-1 -C MECH-2-C MECH-3-C MECH-4-C CANT MECHANICAL COMPLIANCE * WORKSHEETS (check box if worksheet to Included) Certificate of Compliance. Part 1 of 3. 2 of 3, 3 of 3 are required on plans for all submtttals Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for aH submittals, but may be on plans. Certificate of Compliance are required for all submittals with mechanical ventilation, but may be on plans. Certificate of Compliance are required for all prescriptive submittals, but may be on plans. 2005 Nonresidential Compliance Forms April2005 CERTIFICATE OF COMPLIANCE (Part 2 of 3) MECH-1 -C PROJECT NAME DATE Axis Tenant Improvement 1 1/17/2009 (Revised) Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresktential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1 -A, Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10- 1 03(b) and Title 24 Part 6. Test Description • 0 MECH-2-A: Ventilation System Acceptance Document • Variable Air Volume Systems Outdoor Air Acceptance • Constant Air Volume Systems Outdoor Air Acceptance Test required on all New systems both New Construction and Retrofit. Equipment requiring acceptance testing HP-1 Thru HP-7 & FC-1 thru FC-7 $ 0 MECH-3-A: Packaged HVAC Systems Acceptance Document Test required on all New packaged systems both New Construction and Retrofit. Equipment requiring acceptance testing HP-I Thru HP-7 & FC-1 thru FC-7 $ D MECH-4-A: Air-Side Economizer Acceptance Document Test required on all new air-side economizers for both New Construction and Retrofit. Units with economizers that are installed at the factory and certified with the Commission do not require equipment testing but do require construction inspection. Equipment requiring acceptance testing NA Test Performed By: INSTALLING CONTRACTOR INSTALLING CONTRACTOR NA 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part 3 of 3) MECH-1 -C PROJECT NAME Axis Tenant Improvement Test Description * D MECH-5-A: Air Distribution Acceptance Document This test required If the unit serves 5, 000 ft2 of space or less and 25% or more of the ducts are in nonconcSttoned or semiconditioned space line an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the packaged unit. Equipment requiring acceptance testing HP-1 Thru HP-7 & FC-1 thru FC-7 • D MECH-6-A: Demand Control Ventilation Acceptance Document All new DC V controls installed on new or existing packaged systems must be tested. Equipment requiring acceptance testing N/A • D MECH-7-A: Supply Fan Variable Flow Controls Acceptance Document All new VAV fan volumen controls installed on new or existing systems must be tested. Equipment requiring acceptance testing N/A • D MECH-8-A: Hydronic System Control Acceptance Document • Variable Flow Controls, Applies to chilled and hot water systems. • Automatic Isolation Controls, Applies to new boilers and chillers and the primary pumps are connected to a common header. • Supply Water Temperature Reset Controls, Applies to new constant flow chWed and hot water systems that have a design capacity greater than or equal to 500,000 Btu/hr. • Water-loop Heat Pump Controls, Applies to all new waterloop heat pump systems where the combined loop pumps are greater than 5 hp. • Variable Frequency Control, Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Equipment requiring acceptance testing N/A DATE 11/1 7/2009 (Revised) Test PeiToniMd By: Installing contractor N/A N/A N/A 2005 Nonresidential Compliance Forms April 2005 O OU (0 (0 z UJ UJtt ou UJ (0 lli 0? (0 CO CN CM .o CM CM CM s UJ CM o CO CM CO 58 5 33 MBH8 i S i CO I 8 CO o9 CO5 32 8 In .71 MBHCM i 5? o> S X CO S «8 (0 | S CM S T" 8 X CM § i S ^S 3 at) CO5 x S in S i CO im S i 8 Xi CO 08 CO 5 3 CO 8 j8 £ 8 g CO8 . S 8 o 5 i i 1 1 1 o 5 i i i 1 1 u 5 i o o i •o 5 i o s COUI CO CD ^ i i 1 1 1 C ^ i o i 0 o .* 5 «i :xs I S. Q.(O?CO CO 2 8 *-r: Q.lao> <s 51Q. CO CD" >- U CD f CD EPROJECT(9 s CO C? g CO <0 | CM •O I u,sI CJ1 CM «0 I I 9 i UJ S jj^*r•s •c 0. 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C? 1 Proposed hCD2 CO inCO X i CN 2 £2 S 3 CD in i 00 •S,5 % Q. o> 1 CD S CO _. CD o>s CD in § i 8 00 45 5 % 8. o O) 1 Proposed C§> .* CO 8 _, Q £CO 8 S i 0 L^OT O ^O, 5 | OO I <z ^z 1 <z ,0 5 _l 1 Q.Q i <s ^2 1 <2 ,1* 5 •>; §oQ Q, ¥ 1 £ co CL >»a ^ o ? o 2, 5 8 i co Simultaneoo 0z CO co > 3 5 j_ 1 UJ <2 ^2 i <2 S 5 •+•« $£>,a ^ ^8o TJ CO 1 oz oz o z s 5 O)c 1CO1Q 1 1f*. 1 S0) u. 13C tO>CD 1Ik^ CO o 1(A T~ •S o E 1o ^~ co o. 0 g T3 O CO ^9 5 'o i 1 "S cd) CO•C (/) 2 (0 Q. 8 2i s L— c /j* 111.£ 8 a«= ? 3 of similar units)e, put "N/A" in ttr value here or |111p O CD 0) Q. feL. Q. ^S- ™ •- E c d)5 .<o .c to •« "o t E i_(0 0> O(» •— ai § |--Ss 2 co2 <D£ co JcCW *; Q "c tz "P.CO ® >• 1 i-6s^^1: For each <features are2: Not requirLO8CM 'g Q. ^ ii£ 8 .§i % I I 8i §CM o oLU CO "5 COt:na. (0 z LLI LUgg O HI O O Q. HII UJoi UJ CO Ul (0 CO o CO u U) CO!C09 (9 5 CO(11 I CO f o CO Ou <inxm& o Z HI o ou eviUI IOT a tN as 2 0 Ul o ffi CO >-c 3 -« .E 'S P-• c ^ •£:Q 8 ^ w c _ >» .AiignVentila.0 c ItH in u. CD c ^^ Z Q- 2 co 0 8 §§ § U) 8 § m si § in £ S $ i m CO £ Ic I C io CO w CN CN veo II UJ o CO ra3 £ CO S 00 terO ppligofo CO O w oo CD u.£<aZiQ) 0 CO CD CO gusustnusCM •S •§.reI X OIU <IU XIU o 3 h- IU o oLU s IU CD «.!3 S < 5 .•SO s"• c 5U.0 0 i s o CO ig UJ o •S<••* I HVAC MISC PRESCRIPTIVE REQUIREMENTS: PROJECT NAME MECH-4-C DATE Axis Tenant Improvement 1 1/17/2009 (Revised) FAN POWER CONSUMPTION |144<c) NOTE: Provide one copy of this worksheet for each Ian system with a total fan system horsepower greater than 25 hp for Constant Volume Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. FAN DESCRIPTION NA DESIGN BRAKE HP 1 EFFICIENCY MOTOR 0.86 DRIVE 0.9 NUMBER OF FANS 5 PEAK WATTS B x E x 746 / (C xD) na FILTER PRESSURE ADJUSTMENT Equation. 144-A A) If fitter pressure drop is greater than 1 inch W. C. enter filter pressure drop. SPa on line 4 and Total Fan Pressure SP( on Line 5. B) Calculate Fan Adjustment and enter on line 6. C) Calculate Adjusted Fan Power Index and enter on Row 7 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 2) SUPPLY DESIGN AIRFLOW (CFM) 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)1 4)SPa 5)SP, 6) Fan Adjustment = 1-(Spa - 1)/SPf 7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 na na W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 w/cfm, for C V systems or 1.25 w/cfm for VAV systems ITEM or SYSTEM TAG(S) PRESCRIPTIVE MEASURES Electric Resistance Heating2 Heat Rejection System3 Air Cooled Chiller Limitation4 T-24 Section §144(g) §144 (h) §144 (I) Reference on Plans or Specification 1 N/A | 1. Fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. I 2. Total installed capacity (Mbtu/hr) of all electric heat on this porject exclusive of electric auxiliary heat for heat pumps If electric heat is used explain which exception(s) to §144(g) apply. 3. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling towers are used explain which exception(s) to §144(h) apply. i 4. Total installed capacity (tons) of all chillers and air cooled chillers under this permit, If there are more than 100 tons of air-cooled chiller capacity being installed explain which exception(s) to §144(i) apply. 2005 Nonresidential Compliance Forms April 2005 2005 Nonresidentiat Compliance Forms April 2005 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HW BP DATE Business Name Business Conta fitc"y Plan File# Project act 1^1 £P> following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. Water Reactives 6. Oxidizers 10. Cryogenics 7. Pyrophorics 11. Highly Toxic or Toxic Materials 8. Unstable Reactives 12. Radioactives 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids 13. Corrosives 14. Other Health Hazards 15. None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTIRC Diequestions is yes, applicant must contact the County of San Diego Hazardous Matei Call (619) 338-2222 prior to the issuance of a building permit. H - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the srials Division, 1255 Imperial Avenue, 3'" floor, San Diego, CA 92101. FEES ARE YES 1. D 2. D 3. D 4. D 5. De. n REQUIRED. Expected Date of Occupancy: ^ / \~? !£&{(' NO tls your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Bs Will your business use an existing or install an underground storage tank? v£3' Will your business store or handle Regulated Substances (CalARP)? >tf Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt / Date Initials D CalARP Required / Date Initials D CalARP Complete / Date Initials III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air,IR 1124llution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. 1.Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/: or contact the appropriate school district). Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities:Rnanagil Briefly describe proposed project:n Id'iecjare underjenalty ofperj>erjury that to the best of my knowledge and belief the responses made herein are true and correct. Name of owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY:FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (04/07)County of San Diego - DEH - Hazardous Materials Division 11/23/2009 15:39 8586231108 JOHNSON & JENNINGS CERTIFICATE OF LIABILITY INSURANCE PAGE 82/02 04/aa/BS Cavlgnae- * *BB*>cl*t*i* +50 » ctcmt-, .suft,* MI* &QC jeZ ftcn-JMIMBBft 98 gr»j»jfliM •ISaS^^^C^^^ORK^At/ON, Ajn " 2 Z i1 IS 2 t t SO I