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Home My WebLink About2815 JEFFERSON ST; ; CB041262; Permit02-16-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB041262 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2815 JEFFERSON ST CBAD COMMIND Sub Type: COMM 2031102900 Lot#: 0 $319,590.00 Construction Type: NEW Reference #: W.KENT JESSEE SHELL BLDG 9756 SF SHELL, 4878 SF PARKING GARAGE Applicant: SMITH CONSULTING ARCHITECTS STE 200 12220 EL CAMINO REAL SAN DIEGO CA 92121 (858) 793-4777 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 04/14/2004 SB 02/16/2005 02/16/2005 Owner: JESSEE WILLIAM K 2075 CORTE DEL NOGAL #S CARLSBAD CA 92009 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 $1,224.16 Meter Size $0.00 Add'l Reel. Water Con. Fee $795.70 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $67.11 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $12,746.00 Master Drainage Fee D1.5 Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $365.00 $6,012.00 $0.00 $5,816.54 $5,369.11 $0.00 $0.00 $4,157.40 $3,837.60 $203.00 $410.00 $28.00 $902.10 $5,024.34 $0,00 $1,439.50 $48,397.56 Total Fees:$48,397.56 Total Payments To Date:$795,71 Balance Due:$47,601.85 BUILDING PLANS IN STORAGE ATTACHED 2023 02/16/05 0002 01 02 CGF" 47601. Inspector: FINAL APPROVAL Date: 7/"V g ^Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions, If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any tees/exactions of which you have previously been givena NOTICE similar to this, or as to which the statute jf limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Address <include,Bldg/Suite #)L0n FOR OFFICE USE ONLY PLAN CHECK NO.1 _2EST. VAL.+ f Business Name (at this address) Plan Ck. Deposit Validated Date /VteLSflfD. CA City ' "•^ f * • „Telephone # '1W'<?/&&»Telephone #67H . '5' (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 the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031,5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars Name State License # 7 3 4 A. T 7 Address License Class A— I , ' City Business License # /2./ T Designer Name State License ff Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 1 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. R3 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: , Jr-£<-"-7> Policy No. / // ^- 0? O & Expiration Date //// ^ C=-Insurance Company I{THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition tt> the cost of compensation, damages as provided for in Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE V^4^& ^><d^fc ^J DATE /// ° I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q 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). Q 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). Q 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. Q YES C]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 number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): __ ______ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _ _ _ PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES H NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES CH" NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? f_J YES Q^ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ^LtGQN;^^ -"X(r:r:"ov:>"i!:4( •'=•=•' :;'1 ,•:••••,..':. ;:.-:-''!:l:-:;:::j:. • = ;•;.r- ::-:-::'- - .: • -..•=••' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV 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 under tKe provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days frorarthe date of such permit or il the building or work authorized by such permit is suspended or abandoned at any time after the work is commencecrfSr alSeriod^of iSjLda^s (Section td&.4.4 Uniform Building Code). APPLICANT'S SIGNATURE >QX6/C^/ /tyvfaJ&f DATE WHITE: File YELLOW: Applicant PINK: Finance CltytfCirtttafl Hnal Building Inspection Dept: Building Engineering Planning CMWD St Plan Check?*: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected /*/Bv: 67 Inspected Bv: Inspected Bv: CB041262 W.KENT JESSEE 9756 SF SHELL, SHELL BLDG 4878 SF PARKING GARAGE 281 5 JEFFERSON ST CHRISTINE CA ^•M<H— / Phone: Water Dist: CA Date 1 1 Inspected: ofl-} l&v* Date Inspected: Date inspected: Lite ife»» Date: Permit Type: Sub Type: Lot: 0 Approved: V-~ Approved: Approved: 06/16/2006 COMMIND COMM Disapproved: Disapproved: Disapproved: Comments: Final Building Inspection R E ECEIVED m 162006 ^ CITY OF CARLSBADNGENEERING DEPARTMENTCM&I DIVISIONDept: Building EngJQfiAW Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dlst: Inspected^"'; Bv: >j<X* C ' inspected Bv: Inspected Bv: CB041262 W.KENT JESSEE 9756 SF SHELL, ig Planning CMWD St SHELL BLDG 4878 SF PARKING GARAGE 2815 JEFFERSON ST CHRISTINE CA ^ Phone: Water Dist: CA Date / / Inspected: /sf/6/6t Date Inspected: Date Inspected: Lite Fire Date: Permit Type: Sub Type: Lot: 0 Approved: ^— "^ Approved: Approved: ENGINEERING DEP.CM&I DIVIS1 06/16/2006 COMMIND COMM Disapproved: Disapproved: Disapproved: Comments: •y^grvjH •«»»••••••••• Hnal Bull Dept: Building EnjpMBTT! Plan Check #: Permit*: Project Name: Address: Contact Person: Sewer Dist; Inspected Bv: ft/>. Inspected Bv: Inspected Bv: CB041262 W.KENT JESSEE 9756 SF SHELL, ~¥ ^ ~~~-illiiii IIMEIMM^HAII / — •*-'i v H,JLIHill!! IIIOPOWUUII : ', ~~ -- -. i I MAR 2 3 200B if^ Planning CMWD St Lite Fire Date: \S5WRWfc^i™rn — ^ P»«U-QS»?&« SHELL BLDG Subtype: COMM 4878 SF PARKING GARAGE 2815 JEFFERSON ST Lot: 0 MIKE CA Phone: 6197784602 Water Dist: CA Date / / Inspected: 3/2.4/*S Approved: ^-^^ Disapproved: Date Inspected: Approved: Disapproved: Date Inspected: Approved: Disapproved: Comments: CltvrtCartsM Final Building Inspection Dept: Building Engineering Plan Check* CMWD StLite Fire Date:03/23/2006 Permit* Project Name: Address: Contact Person: Sewer Olst: Inspected Bv: /> Inspected Bv: Inspected Bv: Comments: CB041262 W.KENT JESSEE SHELL BLDG 9756 SF SHELL, 4878 SF PARKING GARAGE 2815 JEFFERSON ST MIKE Phone: 6197784602 CA Water Dlst: CA W.fiJMJ^ *^3>22.-K Date Inspected: Date Inspected: Permit Type: Sub Type: Lot: 0 ^Approved: K Approved: Approved: COMMIND COMM Disapproved: Disapproved: Disapproved: 4* IP/*-'/fl 0 CttyefCtttsM Hnal BHlUlng Inspection Dept: Building Engineering CMWD St Lite Fire Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected* By: /Un- inspected By: Inspected By: Comments: CB041262 W.KENT JESSEE SHELL BLDG 9756 SF SHELL, 4878 SF PARKING GARAGE 281 5 JEFFERSON ST Phone: CA Water Dist: CA r '~>a*e / /iuj Wv* Inspected: "V^/^fc- Date Inspected: Date Inspected: Ct£ ATT**£B "rft.«o Date: Permit Type: Sub Type: Lot: 0 Approved:?^ Approved: Approved: 03/23/2006 COMMIND COMM Disapproved: Disapproved: Disapproved: March 27, 2006 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department KENT JESSEE OFFICE BUILDING (RP 02-02) 2815 JEFFERSON ST. APN: 203-110-29 PERMIT NO. CB041262 I have completed the final building inspection for the above referenced project. The Housing and Redevelopment Commission approved this project on April 1, 2003. All incomplete items have been addressed. Therefore the Housing & Redevelopment Department supports the building final of the above referenced project. If you or the applicant has any questions, please contact me at 760-434-2813. CLIFF JONES C: Debbie Fountain, Housing & Redevelopment Director Craig Horwat, Smith Consulting Architects CltytfCirisliri Hnal Building Inspection Dept: Building Engineering CMWD St Lite Fire Plan Check #: Permit*: Project Name: Address: Contact Person: Sewer Dist: Inspected Inspected Bv: Inspected Bv: Comments: CB041262 W.KENT JESSEE SHELL BLDG 9756 SF SHELL, 4878 SF PARKING GARAGE 2815 JEFFERSON ST . CHRISTINE [VN^*nfoon*\ U><A(T-I&- HC CA Water Dist: CA . Date / y ]£&&-*~^ Inspected: /^?<8X^^? Date Inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 «7^- ApprovecrV- Approved: Approved: 06/16/2006 COMMIND COMM Disapproved: Disapproved: Disapproved: Pagel ofl Christine Wauschek - Jessee Building - Inspection for Bond Release From: "Pamela Elliott" <pamelliott@cox.net> To: "David Dates" <ddates@ci.carlsbad.ca.us>, "Cliff Jones" <cjones@ci.carlsbad.ca.us>, "Michele Masterson" <mmast@ci.carlsbad.ca.us>, "Pete Dreibelbis" <pdrei@ci.carlsbad.ca.us>, "Gary Goodman" <ggood@ci,carlsbad.ca.us>, "Pat Kelley" <pkell@ci.carlsbad.ca.us>, "Christine Wauschek" <cwaus@ci.carlsbad.ca.us> Date: 05/26/2006 6:03 PM Subject: Jessee Building - Inspection for Bond Release Jessee Building - Inspection for Bond Release 2815 Jefferson Street RP 02-02 DWG 420-7L I reviewed the landscape installation and found it acceptable. I understand from the project landscape architect, Steve Ahles that as-builts will be delivered to the City today. I will review those next week and notify you if they are acceptable. file://C:\Documents and Settings\cwaus\Local Settings\Temp\GW}00001.HTM 05/30/2006 City of Carlsbad Bldg Inspection Request For: 06/JS72006 Permit* CB041262 Title: W.KENT JESSEE SHELL BLDG Description: 9756 SF SHELL, 4878 SF PARKING GARAGE Inspector Assignment: TP Sub Type: COMM 2815 JEFFERSON ST Lot 0 Type: COMMIND Job Address: Suite: Location: APPLICANT SMITH CONSULTING ARCHITECTS Owner: BICAJESSEE ADVENTURES L L C Remarks: CAN YOU FINAL THIS? T I ARE ALL FINAL Phone Inspector Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: CHRISTINE Entered By: CHRISTINE Act Comment A? Hold Comments/Notices/Hold NEEDS TO PAY FOR FIRE PROTECTION METER BEFORE FINAL - THANK YOU! Associated PCRs/CVs Original PC# CV000415 CLOSED BUILDING NOT IN CONFORMANCE; FLOWER STAND- TOO LARGE , MERCHANDISI CV010591 CLOSED INHABITED-REAR YARD FLWR SHP; PCR05052 ISSUED JESSE OFFICE BLDG-DEFFERED SUB; STEEL JOISTS & METAL DECKING PCR05079 ISSUED KENT JESSE BLDG-DEFERRED SUBM1; MECHANICAL/HVAC Inspection History Act Insp Comments TP TP TP bldg locked Date Description 12/28/2005 29 Final Plumbing NR 12/28/2005 39 Final Electrical NR 12/22/2005 29 Final Plumbing NR 12/22/2005 39 Final Electrical NR TP 11/03/2005 34 Rough Electric PA TP 11/02/2005 34 Rough Electric NR TP 11/02/2005 39 Final Electrical WC TP 10/11/2005 14 Frame/Steel/Bolting/Welding AP TP 10/11/2005 34 Rough Electric AP TP 10/11/2005 44 Rough/Ducts/Dampers AP TP MSB & PNL. 3RD FLR 1 HR CORR. CEIL LITES / BOXES 1 HR CORR F.D. 1 HRCORR City of Carlsbad Bldg Inspection Request For: 06/16/2006 Permit* CB041262 10/04/2005 14 Frame/Steel/Bolting/Welding CO TP 10/04/2005 18 Exterior Lath/Drywall CO TP 10/03/2005 14 Frame/Steel/Bolting/Welding NR TP 10/03/2005 18 Exterior Lath/Drywall NR TP 09/16/2005 17 Interior Lath/Drywall PA JM 09/12/2005 17 Interior Lath/Drywall PA TP 09/12/2005 18 Exterior Lath/Drywall AP TP 09/08/2005 16 Insulation PA TP 09/08/2005 24 Rough/Topout AP TP 09/01/2005 14 Frame/Steel/Bolting/Welding PA TP 09/01/2005 34 Rough Electric PA TP 08/31/2005 13 Shear Panels/HD's AP TP 08/31/2005 14 Frame/Steel/Bolting/Welding PA TP 08/31/2005 14 Frame/Steel/Bolting/Welding CO TP 08/31/2005 15 Roof/Reroof AP TP 08/31/2005 34 Rough Electric PA TP 08/30/2005 13 Shear Panels/HD's WC TP 08/30/2005 15 Roof/Reroof CO TP 08/30/2005 31 Underground/Conduit-Wiring WC TP 08/25/2005 13 Shear Panels/HD's AP TP 08/25/2005 14 Frame/Steel/Bolting/Welding AP TP 08/25/2005 34 Rough Electric AP TP 08/24/2005 13 Shear Panels/HD's NR TP 08/24/2005 14 Frame/Steel/Bolting/Welding WC TP 08/24/2005 34 Rough Electric WC TP 08/23/2005 13 Shear Panels/HD's CO TP 08/18/2005 13 Shear Panels/HD's AP TP 08/17/2005 13 Shear Panels/HD's NR TP 08/16/2005 13 Shear Panels/HD's CO TP 08/16/2005 18 Exterior Lath/Drywall WC TP 08/11/2005 13 Shear Panels/HD's CO TP 08/10/2005 13 Shear Panels/HD's CO TP 08/10/2005 18 Exterior Lath/Drywall WC TP 08/08/2005 13 Shear Panels/HD's NR TP 08/08/2005 14 Frame/Steel/Bolting/Welding WC TP 08/08/2005 15 Roof/Reroof AP TP 07/28/2005 14 Frame/Steel/Bolting/Welding CO TP 07/28/2005 89 Final Combo WC TP 07/27/2005 13 Shear Panels/HD's PA TP 07/22/2005 13 Shear Panels/HD's NR PC 07/15/2005 14 Frame/Steel/Bolting/Welding AP TP 07/15/2005 17 Interior Lath/Drywall WC TP 07/12/2005 14 Frame/Steel/Bolting/Welding AP TP 07/07/2005 14 Frame/Steel/Bolting/Welding AP TP 06/29/2005 13 Shear Panels/HD's PA TP 06/27/2005 13 Shear Panels/HD's NR TP 06/14/2005 11 Ftg/Foundation/Piers AP TP 06/14/2005 12 Steel/Bond Beam AP TP 06/07/2005 22 Sewer/Water Service AP TP 06/02/2005 22 Sewer/Water Service CO TP TPInspector Assignment: 3RD FLR 1 HR. CORR. NEED TO COMP. ABOVE CEIL GATE LOCKED DRYWALL OK EXCEPT CORRIDOR & STAIRWELL PMTR WALLS PMTR WALLS 3RD FLR PMTR WALLS SHR WALLS FOR ROOF WELL 2ND & 3RD FLR PMTR WALLS UPPER ROOF FRM NEED A35S UPPER ROOF SHTNG @ 2ND & 3RD FLR 2ND & 3RD FLR NOT COMP. EXT. BALCONY SOFFITS CORR NOT COMP. SHR 1ST FLOOR GATE LOCKED 3:30PM NAILING 1ST FLR LOWER ROOF (FLAT) SHR @ WINDOWS 2ND FLR 3 X SHEAR PLATE SCREW @ 3RD FLR 3rd fir shtng 3RD FLR PMTR NAILING & STRAPS SHR PNLS (SEE CARD LOC.) @ M. FRM. NO SUPP, INSP LOG.? P.G. @ CLMN BASES 2ND FLR MTL PAN DECK PSl TEST FAILED AIR TEST City of Carlsbad Bldg Inspection Request For: 06/16/2006 Permit* CB041262 05/26/2005 22 Sewer/Water Service CA RB 05/13/2005 11 Ftg/Foundation/Piers PA PC 05/12/2005 11 Ftg/Foundation/Piers WC PC 05/12/2005 12 Steel/Bond Beam PA PC 05/09/2005 11 Ftg/Foundation/Piers PA PC 04/27/2005 11 Ftg/Foundation/Piers WC TP 04/27/2005 12 Steel/Bond Beam AP TP 04/26/2005 22 Sewer/Water Service CO TP 04/26/2005 23 Gas/Test/Repairs WC TP 04/20/2005 22 Sewer/Water Service CO TP 04/18/2005 22 Sewer/Water Service NR TP 04/04/2005 31 Underground/Conduit- Wiring AP TP 03/31/2005 22 Sewer/Water Service AP TP 03/31/2005 22 Sewer/Water Service PA TP 03/18/2005 63 Walls PA PC 03/16/2005 11 Ftg/Foundation/Piers CO TP 03/16/2005 12 Steel/Bond Beam CO TP 03/14/2005 65 Retaining Walls WC TP 03/14/2005 66 Grout AP TP 03/11/2005 63 Walls WC TP 03/11/2005 66 Grout PA TP 03/08/2005 11 Ftg/Foundation/Piers AP TP 03/08/2005 12 Steel/Bond Beam AP TP 03/08/2005 12 Steel/Bond Beam AP TP 03/02/2005 63 Walls WC TP 03/02/2005 66 Grout AP TP 02/25/2005 11 Ftg/Foundation/Piers PA RB 02/25/2005 12 Steel/Bond Beam PA RB 02/22/2005 11 Ftg/Foundation/Piers NR PY 02/18/2005 11 Ftg/Foundation/Piers CA PS 02/17/2005 11 Ftg/Foundation/Piers PA TP 02/17/2005 12 Steel/Bond Beam PA TP Inspector Assignment: TP ALL REMAINING CONG. BEAMS COL @B, C, D LINES PRESLAB @ ELECT/TRASH ENCL. AND FTG @ ELEV., STAIR & MEZZANINE SOG (N/INCL. LOBBY, EQUPT. ENCL) FAILED AIR TEST FAILED TEST SITE LOCKED 3:45PM SITE U/G & MSB SECT. SIN STORM DRAIN MAIN U/G SEWER & WATER MAINS (ND. TEST) HIGH LIFT@5&E LINE NEED LITE POLE BASE DTL. 2nd lift cmn wall (see card) CMU TOP OUT HARDWARE IN WALLS SEE PLN LOG. G.B. FTNS ELEV. PIT S.O.G. 1ST LIFT 5FTA-J, 1-9 LN. SEE JOB PLANS NOTICE ATTACHED City of Carlsbad Bldg Inspection Request For: 06/30/2006 Permit* CB041262 Title: W.KENT JESSEE SHELL BLDG Description: 9756 SF SHELL, 4878 SF PARKING GARAGE Inspector Assignment: TP Sub Type: COMM 2815 JEFFERSON ST Lot 0 Type: COMMIND Job Address: Suite: Location: APPLICANT SMITH CONSULTING ARCHITECTS Owner: BICAJESSEE ADVENTURES L L C Remarks: stair inspection ??? Phone: 6194381962 Inspector: Total Time:Requested By: DAVE Entered By: CHRISTINE CD Description Act Comment 14 Frame/Steel/Bolting/Welding Comments/Notices/Hold Hold NEEDS TO PAY FOR FIRE PROTECTION METER BEFORE FINAL - THANK YOU! Associated PCRs/CVs Original PC# CV000415 CLOSED BUILDING NOT IN CONFORMANCE; FLOWER STAND- TOO LARGE , MERCHANDISE CV010591 CLOSED INHABITED-REAR YARD FLWR SHP; PCR05052 ISSUED JESSE OFFICE BLDG-DEFFERED.SUB; STEEL JOISTS & METAL DECKING PCR05079 ISSUED KENT JESSE BLDG-DEFERRED SUBMI; MECHANICAL/HVAC Inspection History Date 12/28/2005 12/28/2005 12/22/2005 12/22/2005 1 1/03/2005 11/02/2005 11/02/2005 10/11/2005 10/11/2005 10/11/2005 10/04/2005 10/04/2005 10/03/2005 10/03/2005 09/16/2005 09/12/2005 Description 29 39 29 39 34 34 39 14 34 44 14 18 14 18 17 17 Final Plumbing Final Electrical Final Plumbing Final Electrical Rough Electric Rough Electric Final Electrical Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers F rame/Steel/Bolting/Weld ing Exterior Lath/Drywal! F ram e/Steel/Bolting/Weld ing Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Act NR NR NR NR PA NR we AP AP AP CO CO NR NR PA PA Insp TP TP TP TP TP TP TP TP TP TP TP TP TP TP JM TP Comments bldg locked MSB & PNL. 3RD FLR 1 HR CORR. CEIL LITES / BOXES 1 HR CORR F.D. 1 HR CORR 3RD FLR 1 HR. CORR. NEED TO COMP. ABOVE CEIL GATE LOCKED DRYWALL OK EXCEPT CORRIDOR & STAIRWELL PMTR WALLS City of Carlsbad Bldg Inspection Request For: 03/23/2006 Permit* CB041262 Title: W.KENT JESSEE SHELL BLDG Description: 9756 SF SHELL, 4878 SF PARKING GARAGE Inspector Assignment: TP Subtype: COMM 2815 JEFFERSON ST Lot 0 Type: COMMIND Job Address: Suite: Location: APPLICANT SMITH CONSULTING ARCHITECTS Owner: BICAJESSEE ADVENTURES L L C Remarks: AM PLEASE Phone: 6197784602 Inspector: 7 Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: MIKE Entered By: CHRISTINE Act Comment Comments/Notices/Hold Hold NEEDS TO PAY FOR FIRE PROTECTION METER BEFORE FINAL - THANK YOUI Associated PCRs/CVs Original PC# CV000415 CLOSED BUILDING NOT IN CONFORMANCE; FLOWER STAND- TOO LARGE , MERCHANDISE CV010591 CLOSED INHABITED-REAR YARD FLWR SHP; PCR05052 ISSUED JESSE OFFICE BLDG-DEFFERED SUB; STEEL JOISTS & METAL DECKING PCR05079 ISSUED KENT JESSE BLDG-DEFERRED SUBMI; MECHANICAL/HVAC Inspection History Date Description Act Insp Comments 12/28/2005 29 Final Plumbing NR TP 12/28/2005 39 Final Electrical NR TP 12/22/2005 29 Final Plumbing NR TP 12/22/2005 39 Final Electrical NR TP 11/03/2005 34 Rough Electric PA TP 11/02/2005 34 Rough Electric NR TP 11/02/2005 39 Final Electrical WC TP 10/11/2005 14 Frame/Steel/Bolting/Welding AP TP 10/11/2005 34 Rough Electric AP TP 10/11/2005 44 Rough/Ducts/Dampers AP TP bldg locked MSB&PNL. 3RD FLR 1 HR CORR. CEIL LITES / BOXES 1 HR CORR F.D. 1 HRCORR Electric jf i •' : PO Box 2557 Vista, CA 92085 P760-941-9737 F760-941-8302 1/24/2006 To: City of Carlsbad Attn: Tim Phillips From: Daric L. Kleppe REGARDING: Kent Jessee Office Building 2815 Jefferson St. Carlsbad, CA 92008 To whom it may Concern, The electrical terminations in the switch gear and panels were torqured to the manufactures recommendations. Daric Kleppe Project Manager Pages Sent 1 SmithConsu tingArchitects TRANSMITTAL To: Company: Tim Philips Building Department City of Carlsbad 1635 Faraday Carlsbad, CA 92008 ATTACHED: No. Copies 1 Date: 11/29/05 Project No: 03213.S Permit # CB041262 Project: Jessee Office Building 2815 Jefferson Street, Carlsbad Date Description Structural Compliance Letter- Wet Seal TRANSMITTED VIA: D FAX (Sheet 1 of El Mail MessengerD D D Overnight Delivery Other _) Fax No. (760)918-9631 D D ACTION For your approval For your review and comment As requested For your use /files Reviewed as noted No exceptions taken Revise / Resubmit REMARKS: Tim; Please accept this wet sealed letter acknowledging the Structural Engineer's observation of the field conditions for the above mentioned project. DISTRIBUTION: SCA File 1U2O El Cimino Re»l Suite 200 San Diego, CA 92130 858-793-4777 858-793-47*7 F« With Encl. D D D D BY: B. Craig Horwat W/O Encl. El D D D LYONS WARREN November 16, 2005 engineers + architects 9455 Ridgehaven Court Suite 200 San Diego, CA 92123-1649 858.573.8999 858.573.8998 fax www.lyonswarren.com Mr. Craig Horwat Smith Consulting Architects 12220 El Camino Real, Suite 20(5 San Diego, CA 92130 NOV 1 8 2005 ,u.HlfECTS RE: W. Kent Jessee Office Building Carlsbad, CA Dear Craig, This letter serves as verification that we have observed the construction of the W. Kent Jessee Office Building and found that it is in general conformance with the plans, specification and field bulletins issued by our office. Should TTOU have any questij Sincerely,/ itate to call. GAM/jb CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA 1441 MontielRoad Suite 115 Escondido, CA 92026 (760) 746-4955 (760) 746-9806 fKK RIVERSIDE, CA 12155 Magnolia Ave. Suite 6C Riverside, CA 92503 (951) 352-6701 (951) 352-6705 FAX VENTURA, CA 1645 Pacific Ave. Suite 107 Oxnard, CA 93033 (805) 486-6475 (805) 486-901 6 FAX TRACY, CA 242 W. Latch Suite F Tracy, CA 95376 (209) 839-2690 (209) 639-2895 FAX SACRAMENTO. CA 3628 Madison Ave. Suite 22 N. Highlands, CA 95660 (916)331-6030 (916) 331-6037 FAX N. PALM SPRINGS, CA 19020 N.Indian Ave. Suite 2-K N. Palm Springs, CA 92258 (760) 329-4677 (760) 328-4896- FAX FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING November 28,2005 CTEJobNo.lO-7528T City Of Carlsbad Building Inspection Department 2975 Las Palmas Carlsbad, CA 92009 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NUMBERS: CB-041262,CB-050158 ADDRESS: 2815 Jefferson Street Director of Building Inspection: I declare under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection and materials sampling of reinforced concrete, reinforced masonry, field welding, and spray applied fireproofing has been completed. The inspected work for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Tom Gaeto State of California Registration Number 40182 Expiration Date 09/30/06 Signature: GEQTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING 5-23-205 8 = 35AM FROM P. 1 STRUCTURAL ENGINEERS LYONS, WARRKN * ASSOCIATES, INC. MSSKMgahWMtCoun, Suite 200 SanDtagolCA921224M9 T«l. (8S8) 573-8999 F*t (858) 573-8998 FAX TRANSMITTAL DATE: May 23t 2005 TO: Smith Consulting Architects ATTENTION: Craig Horowat FAX NUMBER: 858-793-4787 PAGES INCLUDING TRANSMITTAL: 10 PROJECT: lessee O.B. PROJECT NO.: SCA0401 REMARKS: RFI40 & 41 COPY TO: FILE; Mike KeHey 76CM34-1990 SEMT8Y: am/ 5-23-206 8=35AM FROM P. 1 STUVCTVKAL ENGINEERS LYONS, WAfeREN * ASSOCUTCS, INC MSSHtehnwiCourt, SuM*200 San Dtogo, CA 9212J-1M9 m (SS8) 5734999 Fax (858)573-8998 DATE: TO: ATTENTION: FAX NUMBER: FAX TRANSMITTAL M»y23,2005 Smith Conrattmg Architects Craig Horawat PAGtS INCLUDING TRANSMITTAL: 10 PROJECT: PROJECT NO.: REMARKS: RFI40 & 41 Jessee O.B. SCA0491 COPY TO: FILE: Mike Ketey 7GCM34-1990 SENT BY; om/ S-23-20B 8=36AM FROM H»tf,19 05 Ili54» Michael P. 3 I 780 434 1390 p.8 STARRETT CONSTRUCTION, INC. 1941-C Friendship Drive El C^onCa. 32021144 Lie. #734*71 Phone: 619/44S-3025 Fax: 619/444-3036 Request For Information Request* To: SCI tt W« hareby request specific joformatton for the foftowing. pjeaee return the original of this form signed and dated by afl parties no teter than: PL> s'Pteaa* date and initial when forwarding Plan Reference To Arch. To owner To SCt To Sub Detail No**. Spec. Section No. Description and Proposed Solution: REFERENCE: AT Yea So<t ttnpact: >chedute Impecf Attachments: TMe: Date: S-23-20G 8=36AM FROM P. S IS Q. Ba r^ wCO Xil ST/lEDTLEFr S-23-205 S:36AM FROM •Maa-13 OS U;54a Michael Kclles 1 760 434 1990 P. 4 p.3 Pt bk ,'i Ct^«: 'Y V^ 1 ttM y;**/* 5-23-205 B:37AM -20 05 06:Sla FROM Hich«l P. 6 1 760 434 1990 P.I FAX COVE* SHEET Starrett Construction, Inc. 1941-C Frie»d»hip Drive EICajoa.CA 92020-1144 Ph: (19/44»-3025 Jobiftei Kwt Jectec Office BWg. 2815 Jefferson Street Ciri$bid,CA 92008 Ph: 76^434-1846 : 760/434-1859 ATTN: COMPANY: FAX#: SUBJECT: FROM; DATE:~*-0- 0$~ L. LU fa - Mike Kelley, Superintendent 619/778^602 (MobUe) Hard copy wilL^V will not follow Total # of pages including this sheet ^? rial used for the bolt, nut and washer were trwxoduct was manufactured in irw> USA to AS !>icreby certify thai the material de$crilx?d has 1actory with requirement of the al«»ve specific*lted & manufactured in (he USA.A specifications. The boll and nut aie manufactured by Unvtiteiepn manufactured ami impededulion.^x 31-0rtOtoOoLrt 1 1i t- '*i •a'nnCBV ~xf©A -> vt; -i S —1 »i — . '=' 1 1 'W W 1 1 1 1 ^ 1 - sa ? ! MI? X X ^ Vl 2 K- os - X- z t M , go tnCNUflCATIONi i n m3 r» 2i n 3•ooU) o' 5? &« n\s =r c llity AssuranceStandardDeviationM VI2? u* CO ^. I/I i, n 3"(O ooo Fastener Teniionft tf&r "O^Jm. Motor HyConiE %m*A*»b> NMARGHEEIO Rjblic. State of Illinctfa irssion Expires 10-18-2005 Sl-zy-bS"REMARKS 1I Xi-nX1ZpSairVfl2C^» ^1»• *i (» f* A 3 M»S"3 •ecaCDK;1i —r— i v» IW i ;'" 1 S S *wi 5e i0 ?-eC3 1 1 ^a 7- ~ 5 ii Hardness<HRC)iijl'^iO | A 1-i t -* X » —5 3 i •J" Ki J ! si je •= w CO to va S -*• J O ^ '•" fc > : i *\ ~ X o —'a X O 3O X o -a o X O w> S X o =a X a Z X- n O Heat Treatment5fTI 1 Oz 1 Chemical Composition %? c1 o p > 2J Thrwd Accuracy(Bolt & Nut)§zpcr>*HN!iii i 1 21COH*O3C?f—S 5! y t-O 1 UA i _•ji 3 U) Ul Ui UJ 10 U1 C3 O !~ CD - M K •5"o£H^ 3o 'oX.tj» 5 i I a «! S ?i || jnS ^ f*d 3- -S § *; o 5j* 14 Q^;•I-S Mechanical Prop*t — *i yi k. — ^ "•! V» •*. ! r^ — ™ 5B i 2 •** ' ^- •/> ' | C I i _ _- i o •i 1S i } ("^^ ^i ;^ <o O ^*J —O wi o 5" *. s0 s S ^ ' 1 : : c ^S X O ""O i? S -Boo O t^oo M 8E K 3 5o X M i« M 3 » 3 IDCNTIFtCATtONChemica1 Composition % |5 1-t -oz 1rtiesiwted in actruftbnu' to A5IM I dflf^TWH *A. A'ilM A45111i> 2 ! j ; 1 i O tS oJ1 catn o l/T i.^^ g-n>-«! -**^±' 2££*Lj? O, NJ|~*<" p -J 0"S "^ ---* " " >£~o "* & '* 5" *i t~: ? <*.->*. ii_ i «! Z ;13 ^^^ * m T O<*BI oIZ 1 °^ 1 2 i-» c —4to sj .2 V * W i ^^^ 1 * 0• 1 5m C4 w>tn to 10 .* -O,—,w fD *J ^ ™ 2 — M^ 2 -= « ^ x 2.H-,rn o» _. 0 •—-» rt ir *- *. REPORT OF THICKNESS AND DENSITY OF SPRAYED FIRE RESISTIVE MATERIAL ASTME605 Project Name: yj t t^vV \&f*~ OfCc*, "fel^iv Address: ^^^ ^eHW, *&. CnrtsLJ, <-*. TypeofFireproofing: ^pri^^i ^>W Location: UAF/fc fi) dJ LW \xf-Mr 4 - ^ Thickness Readings: % Vi' ^ /^ \fa [*k ifa *f 1* Vi" s lit ' t - * * f * r i • I " Avg. *! *« . Sample Dimension v, t. Thickness (in): /^ LOn.) x B (in.) - 6> xZ^f TEST DAT A Wet Weight, gm(Ww) - Over Dry, gm(Wd). - TVv DeiuHty. rcf MtnfnimvTn -Sr*i41ffi^ L^cBxtev Single Test« CONCLUSION: CTENo^xo-l^oS'-T ' Lab#: Gen. Contractor: <i ,J.J4i.wTaUiTtir Subcontractor: /^, * ^ CreinsKrtQrr^xt^ 91* ** ^ Date ^_^y^ — -*^ «> j^\i^^ 'Sampled: ^o ^ ^^ J Date Tested: IDryBeiuirypcf Average* uthorized Signature: Date: i-«30 Fit*. Io 9.V" r AVERAGE* REPORT OF DENSITY OF SPRAYED FIRE RESISTIVE MATERIAL ASTMBtiOS TyptofFlraprooflng: W. SpryedFtoer SmptoDcto: DMV HMMWM! Lsbontoiy Nmnowrt 10-7828 Location W.F.B.OCUM B«tw»n4-B Avfl. TMcfcMW (hi) 0.836 Required TNdowM (In) Not Sub. Svnpto On) 6x24 Date Samptod 8MOOOS DrtiTMM 8/6O006 OryDMrty (Prf) 17^ Mnfmum DryDBrwMy (pcO 13 Confonm to Dwwtty Paw Confer me To TMckMM N/A AH material* tested In •oowfenoa wWiASTM E606 RWNWMDjf!DM*:Auourt5.20Q5 EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. (Mailing) P. O. Box 1941 • Lakeside, CA 92040 10925 Hartley Road, Suite "I" Santee,CA 92071 Telephone (619) 258-7901 Geotechnical 'FIELD DAILY Report Project No. U foff~ Contractor ••^••fc**^^^—**"**-*^y** Geotech^B Job Superintendant Hours Equipment Working Observ,/T«ting of Summary of Operations: OUTSTANDING TsST FAILURES Yes D Wo D it yes. re/«r (o tfaity dfftf« , —- -... - ' „__ f JF 2f A Acknqwleged Geotech. EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC (Mailing) ^ P. O. Box 1941 * Lakeside, CA 91040 10925 Hartley Road, Suite "I" Santee,CA 92071 Telephone (619) 258-7901 Geotechnical 'FIELD DAILY Report Project No. ff/Project No Geotech^fr Job Superintendent Observ./Testing ofEquipment Worfcin Summary of Operations: . OUTSTANDING T5ST FAILURES Yes D Ato D if es. rater to tf«i/v rfa Acknowleged EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. (Mailing) P. O. Box 1941 • Lakeside, CA 92040 10925 Hartley Road, Suite "I" Santee,CA 92071 Telephone (619) 258-7901 Geotechnical 'FIELD DAILY Report Geotech Job Superintendant Hours Equipment Working Observ./Testing of Summary of Operations: 7&7SW* X OUTSTANDING TcST FAILURES Yes D Woffl' iV yer. refer to dai Acknowleged Georsc OK. TAKE-OFF TEMPLATE Concrete Insp SOG PT Concrete . Shotcrete Insp Batch Plant Ins. Masonry Insp Epoxylnsp Nailing Insp FPIosp WPInsp -* x >< FW/Boltlnsp Shop Fab Insp NDE Field NDEShop y Soils Piles Footings Shoring Asphalt TESTING AND INSPECTION Qty Unit Ratt/Ontt Relnf. Concrete Inspection: ACI Concrete Tech: PT Concrete Stressing Insp.: Batch Plant Inspection; Reinf. Masonry Inspection: Field WekVBoWng Insp: Epoxy Bolt/Dowel Inspection: Nailing Inspection: NDE - Moment Welds Insp: Shop Welding - Verff. Insp: NDE - Shop Fabrication Insp: Rroproofing Inspection: Shotcrete Inspection: Concrete Compression Test Masonry Unit Conformance: Masonry Prism Compression: Mortar Compression Test Grout Compression Test Rreprooflng Density Test Rreproofing Adhesion / Cohesion Test Sample & Tag Rebar Rebar Bend Test Rebar Tensile Test Sample Pickup: Letter of Certification: GEOTECHNICAL SERVICES Qty Untt Rate/Unit 2£> hrs 9 $40.00 hrs 9 * $38.00 hrs 9 $42.00 hrs 9 $40.00 4£> hrs 9 $40.00 (*O hrs « $40.00 hrs 9 $40.00 hrs O $40.00 £3 hrs O $55.00 hrs 9 $40.00 hrs 9 $55.00 hrs 9 $46.00 hrs 9 $40.00 "2-S each e $15.00 set 9 $250.00 *3 each 9 $75.00 •3 each O $15.00 3 each O $15.00 each 9 $30.00 each 9 $40.00 hrs 9 $38.00 each 9 $22.00 each 9 $30.00 3 hrs 9 $30.00 / each 9 $100.00 Soil Technician: hrs 9 Compaction Test - Rne Grading Soil Technician: . hrs 9 Compaction Test - Trench / Wall Backfill Soil Technician: hrs 9 Compaction Test - Pavement SO / Base Asphaltto Paving Insp.: hrs 9 Footing Inspection his O Shoring / Underpinning mso: hrs 9 Lab Maximum Density Test: each 9 Expansion Index: each 9 "R" Value Testing: each 9 • Steve Analysis of SoP: each O Steve Analysis of SoH < #20: each 9 Compaction Reports each O Misc. Engineering Services: hrs 9 Sr. Geologist Svcs: hrs 9 Sr. Engineer Svcs: hrs 9 9 c O. Cut: &5J Bill: Z,£ Export: ~J>^ -Z- Geotechnkal Engineer of Record: $45 $45 $45 $45 $65 $65 $130 $120 $200 $30 $35 $250 $80 $95 $95 ' <- •^•:;** J&.;.'&,-,::, STARRETT CONSTRUCTION, INC. 1941-C Friendship Drive BCaJofl.Ci. 92021144 UC-#714671 Phone: Pax: 619M48-3025 619/448-3036 Request For Information Request* To: Craig Horwat Smith Consuftmo Archltocte 44 Date.06/02/2005 Project Kent Jessee Office Building SCI *:04-018 Inquirer JBclieel Kelley We hereby request specific information for the following. Ptease return the original of this form signed and dated by all parties no later than: Item Bewne to repteee jotete Plan Reference Detail No's. Attached LWA sketches Spec. Section No. Please date and initial when forwarding To Arch. 06/02/2005 To owner To SCI To Sub Description and Proposed Solution: REFERENCE: MidbyLVW sohnlon to tmte>u«.Th» cost wt»» approximately $11,000 ftmithxtertftftricator W> tan* Mhaid th> bmmmm far f*b ancl «rti«tiito Impact of ately 1-1/2 Plot* pre»ie» your «ppitnrttf of aUdatatl*. Yes No Cost Impact: Schedule Impact: Attachments: Reviewer Titie: Date: 5-26-206 2;47PM FROM ASSOCIATES, INC 945$ ftUovhMffn Court. Strife 2M 3»Dtego,CA92l2J-1«49 Pax FAX TRANSMTTTAL DATE: May 26,2005 TO: Smfth Consnttbotc Architects ATTENTION: Craig Horowat FAX NUMBER: 85^793-4787 PAGES INCLUDING TRANSMTTTAL; 3 PROJECT: JeaseeO.fc. PROJECT NO.: SCA0401 REMARKS: Details Requested, COPY TO: FILE. Keitey 78£M34-1990 6-01-205 9=02AM FROM P. 2 .5 s TDC111 Ui / a - £ Isis * 52 #DC 111 05/11/2005 15:53 S1944B303&STARRETT CONST PAGE 02/86 STARRETT CONSTRUCTION, INC. 1M1-C Friendship Drive El Cajon,Cl» 92021144 Lie. #734*71 Phone; Fax: 619/44B-3025 619/448-3036 Request For Information Request #39 To: Craig Horwet Date:05/06/2005 Protect Kent Jesse* Office BuBding Smith Consulting Architect*SCI *04-019 Inquirer Bin TarHng We hereby request specific information for the blowing. Please return the original of this form signed end dated by all parlies no later than : Item WoodJobtcatea Plan Reference Attached catea; Submittal 6.1.1 To Arch.To owner To SCI To Sub Detail No's.06/002005 Soec. Section No, Description and Proposed Solution: WoodJotatCMe* Q. PIMM ravtow the ittMhcri wood JoM odes itatwrnv psrtubmlttal fvouMwiMuH*. {Guk* wm mlHlna wWnattv) TKf/i * Yes No Cost Impact:Reviewer: Schedule Impact: Attachments: Tttle: Date: 05/11/2805 16:53 6194483B36 STARRETT CONST PAGE 03/06 * NO. :. 35 ;!!fiis Ii:92«7! FAX TRANJSMJTTAL. D IMXE CORHBAXM* MOODaTflejecTK) a FMMSC AND BettJBMrr D SUBMIT spccmeo ITEM CHEGKMO t9 ONLY FOR ttCML COWORUMCt WW Tit OMM CONCEPT DP THE PfflUECf «W SHCML OOMPUANR WTH T* From: Cats Sent; i: _ Number ol Pages Including Cover Page: Fax: ..„. 4 35/11/2005 16:53 6194483036 STARRETT CONST PAGE 04/06 FROM :3ILL TflGUNB - :7585596669 nay. 0s aras nsawi PP 69:34 •GCTHNv*. OBVONCOK wwwm UVR wm riF. yfia •.31 -4.H - AOOmOKALMTA:ne^Ks: r 88 Of ct m. w & «u CK wtn-« «/• i.w I.OD L.CO i.ooo i.w i.ooo 1,00 z.o) 3 tff' - »/• UW K« V.X 2r - a/* 2.00 t. no i «i a - »*fc. » - in*tC» 2 - DO, V • iU) ttl1«* J - btt OOJM.OOeM.l*-!!.: C- ».M.M M-lb/in 1*M1 metlM - LMffMtf WwJ HfUflUn) * Uw bM te 0&HN NOTES tjiwui*: mefnor 1C1 f!RS M* ;"I;v fMlpBrtHMQOrbMMoh MB KM 7. TIW fpMfepatt****** to*. I^MI. CpMhOV tW0 BMDIWUM i»flll««l«I^PaM»««l4eMlll|iSWfldllt»Bdul»t UK a.TH>m»Mtn|ii«i»nri>a»>dM<|»dteiMyat*i»oiiliiiil1»ii^p1*m. 95/11/2085 16:53 6194483B3E,STARRETT CONST PAGE 85/06 ;BILL TfifiLlHG CONSTRUCTION S520CS P3 >', W: -I • rl SECnON tm. DOiaN COOE«B»-l»tTH IM. »Hk.vhit mctrOeMWfWMM Ditl'BUwe Nft'V' Wf^m- O.M * <V9B9o.n - f «t nr*> n« fl.lf - L/CM tflfUmtMfOtf^*! i\iLMtB/O Wt "i(.|} U.I? ADOmONALDATk «"*' r ** .^1. .CLA't*> n/« l-OD 1.00 l.DB rr* ^ n/« ».w J-W J-"B' - •/« l.tG 1-M I: Lrt t - 9"*f « - cr tr ef«1.01 l.WO J,W t 2 - W, Et- <».OeeK T*;l MQ«eci« • I.ODIKM ion i v e.«rt«> Uw L*rt fc««tlwi.CfaNcMK9I>tC*tllO) WSfiNKOICSt1.PteWWW»te**on**«l|ftMlWt BfKUna«u: GafMOtty ScLnkM* 46ZinIZU 1740 l-W*TM 771;:3-; 11* :i-:/)<••. N»*'rtl^I J 95/11/2005 16:53 6194483036 STARRETT CONST PAGE 06/06 ' FHGh :iSfts- 85 iN.K**JMiM Offer OMt. pgtgr Chtcfc CikiHiUut tftcpt LOAOBi mil ACT*hill Item _ai at.oo uc.«>> , 09.tO (16.61- 1 IfiL-Xtl R«*tf i an;Liw I 5x1 ?9CAl I PU CVwa-W fwcrjltomtn : l-9/«l *£«!*««•, ' y.I S9HMM 'DeM^MflR^trMamartnnnMflDwmibfa^itnwt-^^POHinntia^:^ . e.fi? * Vrtr - HMr -40.77 1 C.3)> APWTIONA1.0ATA:ct a cr CT cfti cr1.62 ItQSK I -W «pWft >.C6 t.fl* K' -S.BO L.N tet j - btt, h- at» UM-tt "S i - =£' "s=- n5,«S to-M c- S.S 1A tMSMQN NOTES ^__ ^.«L ^^, ijMri%^ .' 85/11/2085 16:53 819448383B STARRETT CONST PAGE 01/06 S.C.I. STARRETT CONSTRUCTION, INC. To: Tarling-BHI TRANSMITTAL PttOMK ti9M49-302S Fax: 919S4484036 Date: May 11, 2005 Project: Kent Jessee Office BuiWing Project* We are sending you: „ THE ABOVE rTEMS ARE TRANSMITTED: FOR APPROVAL FOR YOUR USE AS REQUESTED X FOR REVIEW AND COMMBNT APPROVED AS SUBMITTED APPWJVtDASNOTiD R6TVRN FOR CORRECTIONS X F»x»d (S pagw * covet) *U«*IT FOR DOTWBUTiON WTURN_ COftRECTH) WWTS COMMENTS: cc Mike Ksltoy. SCI Thank You, Signed Matt Conners Project Manager STARRETT CONSTRUCTION, INC.1941-C FRIENDSHIP DRIVE EL CAJON, CA 92020*1144 otf tat zoo^ oa: 43 Mar 17 OS 09:01-8 STARRETT CONST PAGE 85/11 STARRETT CONSTRUCTION, INC. 1941-C Friendship Drive B Cqfon, Ca. 92021144 Lie. #734871 Phone: 619/445-3025 Fax: 61S/448-3D3B Request For information To: Request # D»te: Project: Kg^uT SCI * We hereby request dpecmc irvformatiwi for the following. Please return the original ofthls form signed and dated by aH partley no later than : /*\SSr.n*lan Reference Spec. Section No. Plaase date and initial when forwarding To Arch. To owner To SCI To Sub Jescription and Proposed Solution: RCFERENCE: Yes No Impact: ichedute Impact Attachments: Reviewer TTOr. Date: 04/28/2005 09:45 6194483036 Mar 17 OS 09:04a CONST (VT 14 1. « 1 r o i i i-> i1 ai 1 ( I 4 I PAGE 0b/ll .3 04/28/2005 09:45 B19448303&STARRETT CONST £ X / fi / / ^-'—'- &4^ 04/28/2005 09:45 04/28/2005 09:45 6194483036 ,r" ^NO.W7M(A J. 10 i-t^S" Ml STARRETT CONSTRUCTION. INC. 1941 -C Friendship Drive El Cajon,Ca. 92021144 Lie. * 734671 Phone: Fax: 619/448-3025 619/446-3036 Request For information Request*25 To: Craig Horwat Date:03/15/2005 Project Kent Jessee Office Building SnHth Consulting Architects SCI *04-018 Inquirer Mike Kelley We hereby request specific information for the following Please return the original of this form signed and dated by all parties no later than: Item Masonry LinetelSize Please date and initial when forwarding Plan Reference S2.0 To Arch.To owner To Sub Detail No's.9 03/15/2005 Spec. Section No. Description and Proposed Solution: REFERENCE:Masonry Lintel Size X Please give size of masonry lintel at detail 9J3D2.0. A. Yes No [Cost Impact:Reviewer Schedule Impact:Title: Attachments:Date: ie=3i ftn SMITH CONSUL.T J.NL. 3-t7-20S 9rl6AM FROM ST9VCTVMI MCCMd* AS50CUTKS. INC Court SuM»m S FAX TRANSMTTTAL DATE* • M*wfc I7t 20vs TO: ATTENTION: FAX NUMBER: 858-7*3-4787 PAGES INCLUDING THANSMITrAL: 2 PROJECT: J«M**b.B. PROJECT NO.: SCA0461 REMARKS: MAR 1 7 2005 __ j ix«*ebtott Glenn Mouritzan COPY TO; FILE: Mike Krttoy 760434-1WO SEMTBY: am/ 10:31 AM SMITH CONSULTING3-I7-20S 9:16AM FROM sat*P. 2TJ£CO £o~-fcr*. £s.8 £-j Q111 xs in 3-IS-20S FRCM P. 3 SEC FOR DECK ATTACHMENT 3-f5 PER PL>N f3 TIES O 8" O.C. COL PEW PL*N 3/4 x 5 x 10" W/ 2-3/4"* x 12" A.B. BEAM PER PLAN 2-L 3 x 3 x 1/4 -P 1/4 L S x 5 x 1/4 x I'-O" W/ 3-3/44 A.B -|f5 COMT. -7 CONT. MUDM/12 84/28/2005 03:45 6194483036 STARRETT CONST PAGE 02/11 |*U AHUfc! I I CONSTRUCTION, FM: Request For hrfonnatioji ^^•^JrtSMBMPBBIM^BMMMB^'^'^^^^^^'''^^^^^ 24 ro: CrrtgHorwat Me: Ifant Jx>cttOHiM BMlKBgi SO* hereby raquMt apodfc hrtormatfon ftr (he fcltowfrig. Pto«a date and MB* when faryardto TbAftK Toownw ToSCl To Sub Spec. S«aion No. and Proposetf Sohrtiop: *?«•* MMMdbl 5TARRETT CONSTRUCTION, INC. 1941-C Friendship Drive El Cajon, Ca. 92021144 Lie. #734671 Request For Information To: Craig Horwat Smith Consulting Architects Phone: 619/448-3025 Fax: 619/446-3036 Request* 21 Date: 02/28/2005 Project: Kent Jessee Office Building SCI ft 04-018 Inquirer Mike Keltey We hereby request specific information for the following. Please return the original of this form signed and dated by all parties no later than : Item Wall details Plan Reference S2.0, S1.0 Detail No's. Spec. Section No. Description and Proposed Solution: Please date and initial when forwarding To Arch. To owner To SCI To Sub 02/28/2005 3~03-Qi REFERENCE: Wall details Q. 1) At grid E-1 how does the 2x6 wall attach to column? Iff threaded rod please give spacing and length. t/SQZ.-Z* &eMn-#7L. 2) How does hollow metal door frame attach to column? frTTfc&f 73? (dGGD TljVlrt&/l^ 3) How does 6x6 header attach to column? If bucket, please give size and attachment &,<:>& tft/C, -ft? 772/^A06ifc.-. £T#Af#&/ti*jl M$PW*tio*>*/o*/fa 4) At 2x to masonry, should detail 21/SD2.1 apply as a typical attachment? It is only called out at grid 8-G on S2.0. IAS6 &//$&'2~ < A. fe &&& rifasrSG- Yes No Cost Impact : Schedule Impact: Attachments: jS^)f i*r y Reviewer: Ira/fe*** ^M^iT^^^. Trtte: ^^C^jOLf Date: WuMir- " STARRETT CONSTRUCTION, INC. 1941-C Friendship Drive El Cajon, Ca. 92021144 Lie. #734671 Phone: Fax: 619/448-3025 619/448-3036 Request For Information Request*23 To: Craig Horwat Date:02/28/2005 Project: Kent Jessee Office Building Smith Consulting Architects SCI #:04-018 Inquirer Mike Keltey We hereby request specific information for the following. Please return the original of this form signed and dated by all parties no later than: item Knife Plate Please date and initial when forwarding Plan Reference S2.0 To Arch.To owner To SCI To Sub Detail No's.4&7/SD2.1 02/28/2005 Spec. Section No. Description and Proposed Solution: REFERENCE:Knife Plate Q. On drtaB 7/SD2.1 what sfae knife plate do wa need to support steel beam (B-15) at grid 4-A. Yes No Cost Impact:Reviewer Schedule Impact Title: Attachments:Date: 03/17/2085 08:14 6l944b3H3b FEB 35 2OO5 I i s 33flf1 HP LHSERJET 32QD p.2 MC. Reust For Information MquMtf 1* To: CttJB H<XMt WIVMIV SlrfU I COMU|lfc*B AitMlKt>1o*5i§ iforthefalowlr^.Plw^rrtUfrmeoriairwtoftitefann tfiitDoaai fc OMP>H»I ft» PlannahMnoeSIJI TeAreh. I Toowrwr I Tasq I To Sub DggatoBort <nd ftopoaad SduBon; • 9D4 9 . W llMl to x^' / * /I*. ...<^.^4^^ No Ra«ia<Mr: Cp&*m Mptirihs.Coatimpga •^^^rf^C^^^^MAM4^BMgpiWPOHPfc TtflK £3/17/2066 08:18 5194483036 STARRETT CCM3T JflK 20 ZOOS I1:3BRH HP LASERJET 3SOO Phon«: 61W44S-3036 Uc.f734S7l Request For Information Reqnoet* To: Craig Project Kant JMM«OfflM Building Smith Conwtdng Arehttacte SCI #:04-018 Inquirer herNay request specifte information for the folky^^ and dated by all parties no later than: Item Footing Conflict Ptease dam and initial when forwarding Pfan S14C.3 To Arch. Detail No's,12/DW2004 To owner ToSCj 1/20/2009 To Sub Spttc. Sector No. Description »nd Proposed Solution: REFERENCE: ^^ 7^7YesNo / Sortlmpect:Reviewer Schedule Impart Attachments:Date: QO»±f) Dl 7JMMO.3CUO OIHKnc.1 I JRH 20 SODS ii:aenn HP LASERJET azoo BLOCK CUT RET4MM6 LLFOOTWfl* OAADEBE4I1 T^H^^ ' i • i i it ill M IT* 1 """GRADE PBRPUN 29DOUCL COLDJONT W. Kent Jessee & Associates Office Building 92006 DRAWMQi FB 03.01 SmithConsultingArchitect 05 «ELD BUUETW 01 ACME DATE FB 05,02 JOB EsGil Corporation In (Partners/tip with (jovernmtnt for ftuifding Safety DATE: 6/11/04 a JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: 04-1262 SET: PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building 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. LH The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Craig Horwat Telephone #: In Person Date contacted: 6/11/04 (by: CM) Fax #: Mail Telephone Fax In Person REMARKS: Enclospois one set of approved plans^rfid one set of replacement sheets. /£fte"ctty staff musr Insert the replacement^sheetylnto the city set of plans to make a 2nd set of approved plan^JppTty is to approve the special inspection program for this project. See the special inspection program form enc*osed.^/^^y-/^ /JZAAA^£SI C J-' ^Istdf/^c/T' By: Chuck Mendenhall Enclosures: V Esgil Corporation i D GA D MB D EJ D PC Walk In . ~ ' tmsmtl.dot EsGil Corporation In yartntrsfiip tvitfi government for 'BviUiiy Safety DATE: 6/3/04 a APELJCANT JURISDICTION: Carlsbad a PUN REVIEWER a FILE PLAN CHECK NO.: 04-1262 SET: H PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building 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: Smith Consulting Architects, Att'n: Craig Horwat 12220 El Camino real, Suitte 200 San Diego, Ca 92130 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: Craig Horwat Telephone #: 793-4777 Date contacted: Csta/O^I (bya^A^) Fax #: 793-4787 Mail i^ Telephone Fax*^ In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/25/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 Carlsbad 04-1262 6/3/04 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. Please make all corrections on the originals and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. 3. When special inspection is required, as listed on sheet SO.O, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. The Form was not completed. Also, expand the list of special inspections found on sheet SO.O to include the CAFCO spray applied intumenscent fire protection coating FIRE-RESISTIVE CONSTRUCTION OCCUPANCY SEPARATION 9. Provide details of the one-hour fire-resistive construction of the floor ceiling assembly between the garage and the office above floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. The reflected ceiling plan on sheet A7.1 indicates that all the ceiling framing in the garage is exposed. The response was "See A7.1-fireproofing added to struct." The note on this sheet indicates "Spray -on intumenscent coating on steel joists only" the following applies to the fire protection information A. The UL approval requires the application of the intumescent paint to the steel joists and beam B. Include on the plans a notation that CAFCO intumescent paint is to be applied per UL D902. C. Include a note that special inspection and certification is required for the application of the intumescent fire protective paint. STRUCTURAL 22. Where on the roof framing plan on sheet S3.0 do I find RB4 as designed on page 9 of the calc's? The response was "RB4is located between grid D & E". I still can not locate this beam on sheet S3.0 between grid D-E. 24. The design of the long span steel joists at the 2nd floor LH series are listed on sheet S2.0 of the plans as LH (812/464) and LH (945/540) The 24 LH series joists are not designed to span 33ft and support the LL & DL listed. Carlsbad 04-1262 6/3/04 See the Long Span steel joist tables produced by the manufacturers. The response was to "See attached copy of Vulcraft manual". The excerpts from the manul are span tables and joist depth. The tables include spans up to 35ft but they do not indicate the type of steel joist. The depth only is given. The steel joist table for the LH series joists does not include 33ft long joists supporting the DL & LL listed on the plans. 35. The pilaster at grid E-8 is referenced on sheet S1.0 as detail 17/SD1.0. There is no detail 17/SD1.0. Please clarify. See page 58 of the calc's. The reference on sheet S1.0 at grid location E-8 references detail 18/SD1.0. This is not the correct referenced detail. The detail should be18/SD2.0. 37. Include in the lateral design a justification for the drag connections shown in details 14/SD2.0 at E-8, 1/ SD2.1 at D-4 & C-4, 4/SD2.1 at A-4 & A-7. These drag connections must be designed for'O X seismic force per UBC 1633.2.6. The design of the drag at detail 14/SD2.0 is found on sheet PC19. this design requires 6-7/8 A325N bolts. The detail references 4/SD3.0 which indicates %" A325n bolts. The %" bolts will not be adequate for the drag force. Also. Show in details 14 & 15/SD2.0 the connection of the drag reinforcing bars to the embed plate. • PLUMBING, MECHANICAL, ELECTRICAL AND ENERGY All OK To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, '< calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 04-1262 6/3/04 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: 1, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. EnginMf't'Architvcfi SM!& Signature Signed 1. List of work requiring special inspection; D Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting D Prestressed Concrete D Expansion/Epoxy Anchors D Structural Masonry Q Sprayed-On Fireproofing D Designer Specified D Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. EsGil Corporation In {Partnership witfi government for <Bui((£ing Safety DATE: 4/29/04 O^PblQANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 04-1262 SET: I PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building 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: Smith Consulting Architects, Att'n: Craig Horwat 12220 El Camino real, Suitte 200 San Diego, Ca 92130 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: Craig Horwat Telephone #: 793-4777 ntacted:^!^'^ (by:M>) Fax #: 793-4787 Telephone Fa)^ In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 4/19/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 04-1262 4/29/04 JPLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 04-1262 JURISDICTION: Carlsbad OCCUPANCY: B, S3 USE: Office Building TYPE OF CONSTRUCTION: V 1HR ACTUAL AREA: 14634 ALLOWABLE FLOOR AREA: 16,000 STORIES: 3 HEIGHT: 38ft approx. per UBC SPRINKLERS?: Yes OCCUPANT LOAD: 120 REMARKS: Automatic fire sprinklers in lieu of 1 HR const. Per UBC 508 DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/19/04 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall COMPLETED: 4/29/04 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy} where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad O4-1262 4/29/04 1. Please make all corrections on the originals and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. 2. Clarify why you list the first floor area of the S3 parking garage as 446 sq ft on sheet T.1. The definition of floor area in the UBC, Section 207, is the usable area beneath the horizontal projection of the building above. It appears that the floor area of the parking garage, S3 occupancy, is 4,878 sq ft. 3. When special inspection is required, as listed on sheet SO.O, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. LOCATION ON PROPERTY 4. The exterior wall shall have protected openings (3/4 hour) when closer than 10 feet to a property line or an assumed property line. Section 503. The unprotected garage opening along grid line 2 between D-E shown on sheet A1.1 is not permitted. 5. Door 104A at the electrical room enclosure must be 3/4HR rated. Show that eh roof of the electrical room will have a 30" 1 Hr parapet extending above the roof. See sheet A1.2 along grid line 9. 6. Exterior walls shall have a 30 inch parapet when less than 10 feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exceptions, Section 709.4). This applies to the roof of the stair enclosures that are less than 10ft to the P/L. 7. Window type 4A along grid line 2 between D-E on sheets A1.3 & A1.2 must be % HR rated assemblies. These windows are located less than 10ft to the P/L. 8. Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 705. provide 1 HR construction details for the prefabricated foam decorative eaves as shown in the sections on sheet A4.1. FIRE-RESISTIVE CONSTRUCTION OCCUPANCY SEPARATION 9. Provide details of the one-hour fire-resistive construction of the floor ceiling assembly between the garage and the office above floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. The reflected ceiling plan on sheet A7.1 indicates that all the ceiling framing in the garage is exposed. EXITS Carlsbad O4-1262 4/29/04 10. Elevators may not open into a stair enclosure. The plans show the elevator opening into all 3 levels of the stair enclosure. UBC 1005.3.3.1. ELEVATORS 11. Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 3004. 12. Provide notes, details or specifications to show the elevator will comply with UBC Sections 3002-3007 and Title 24. ROOFS 13. Specify on the plans the following information for the tile and BU roof materials, per Section 106.3.3: • Manufacturer's name. • Product name/number. • ICBO approval number, or equal. • FOUNDATION 14. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 15. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5. 16. Specify the size and reinforcing of the grade beam along grid line 5 from E-G, 8 from E-F and grid line E from 7-10 STRUCTURAL 16. Include as part of the design calc's a schematic of the building at each level with the beams, joists and header numbers identified. 17. Specify the size of the curved C channels forming the exterior deck extending beyond the building at lines F and A between 6-7 on sheet S2.0. How are these C channels connected back to the building? See 24/SD3.0. 18. Specify the size of the cantilevered beams shown in 21 & 22/SD3.0 that support the decks along lines F & A on sheet S2.0 19. Clarify how you determined that the 18" SSI 44SR or the 16" SSI 44 MR was adequate for the roof system. See sheet S3.0. the design conclusion on page 5 of the calc's is not clear. It appear that the joists should be 20" 42L LVL @ 16" Carlsbad O4-1262 4/29/04 OC or 18" 44MX @ 24" OC. Provide the manufacturers information on the products specified to show that they meet the design criteria. 20. It appears that the window headers between C-D along line 4.1 should be 6X6 to span the 6 ft as shown. See page 7 of the calc's, RH3. 21. The window header along line 8 between B-C on sheet S3.0 should be a 6X8. See page 7 of the calc's, RH1. 22. Where on the roof framing plan on sheet S3.0 do I find RB4 as designed on page 9 of the calc's? 23. Include on sheet S2.1 the header number designations as used in the design calc's on page13. Without the numbers listed on the plans I can not accurately determine whether the plans are consistent with the design. 24. The design of the long span steel joists at the 2nd floor LH seriesare listed on sheet S2.0 of the plans as LH (812/464) and LH (945/540) The 24 LH series joists are not designed to span 33ft and support the LL & DL listed. See the Long Span steel joist tables produced by the manufacturers. 25. Detail on the plans the connection of beams B12, B13 & B14 on sheet S2.0 to the supporting masonry walls. 26. Why is there no shear wall shown along grid line G between 1 & 5 on sheet S2.1 ? The shear walls are shown on the ceiling plan along this grid line on sheet S3.0. Please clarify. 27. Specify the drag connection between the floor joists and the shear wall at grid 5- E, 4-D. 28. The H/L ratio limits for the shear walls in seismic zone 4 is 2:1. UBC Table 23-H- G. Detail on the plans how you intend to limit the H/L ratio of the 3'-6" long shear walls shown on sheets S3.0 & S2.1 along grid line 8. 29. What is the purpose of the seismic analysis found on pages 28 thru 33 of the calc's? The seismic load listed on page 28 includes only the roof and 3rd floor. Please clarify. 30. The seismic load found on page 34 includes roof, 3rd and 2nd floors but does not include the 1st level masonry walls. Please clarify you methodology you are using. I can't follow the design procedure you are using. 31. Why are you applying only 135K lateral load to the first level shear walls? See page 37 of the calc's. It appears that the load should be at least 189K as shown on page 24 of the calc's. Carlsbad 04-1262 4/29/04 32. Include as part of the design calc's the lateral loads to each wall and the shear wall recommendation for each wall. The recommended wall types then must be consistent with what is shown on the plans. 33. Where on the plans is the masonry shear wall boundary reinforcing specified? The typical wall section is shown in 11/SD1.0 but there is nothing specifying the boundary steel. See pages 41, 42, 45, 47, 49, 51, 53, 54. 34. Include in the design calc's the masonry shear walls along lines 3, 4A, 4B and 8 as listed in the load summary on page 37 of the calc's. I could not find the lateral design of these walls. 35. The pilaster at grid E-8 is referenced on sheet S1.0 as detail 17/SD1.0. There is no detail 17/SD1.0. Please clarify. See page 58 of the calc's. 36. What are the dimensions of the concrete bond beam shown in details 12 & 13/SD2.0? what is the purpose of this bond beam? Where in the calc's do I find the design justification for this bond beam? 37. Include in the lateral design a justification for the drag connections shown in details 14/SD2.0 at E-8, 1/ SD2.1 at D-4 & C-4, 4/SD2.1 at A-4 & A-7. These drag connections must be designed for'O X seismic force per UBC 1633.2.6. 38. Design and detail the drag connection at grid location E-5. This drag connects the floor diaphragm to the masonry shear walls designed as walls 4A & 4B on page 37 of the calc's. 39. Include in the calc's the masonry lintel shown in detail 9/SD2.0 which is the lintel along grid line 5 between E-F on sheet S2.0. 40. Page 59 of the design calc's includes a design of a corbel at E-5. The detail referenced on sheet S2.0 at E-5 is 14SD2.0. this is not a corbel. Please clarify. 41. Specify in detail 22/SD2.0 the dimensions of the corbel. See page 60 of the design calc's NOTE: The structural engineer should carefully review the plans and calculations for completeness and accuracy prior to resubmitting for recheck * PLUMBING, MECHANICAL, ELECTRICAL AND ENERGY All OK To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 04-1262 4/29/O4 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2&5 -Jfipg^gA*^ ^T. PLAN CHECK NUMBER: 04-\14p>1* OWNER'S NAME: k)i I<C*/TJetfrMP 1, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the enginee inspection progr the site listed al Signed rchHfect of record, certify that I have prepared the following speci is required by UBC Section 106.3.5 for the construction at x S'- 1. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PS! Prestressed Concrete ructural Masonry Designer Specified Field Weldin] High Strength Bolting Q Expansion/Epoxy Anchors Sprayed-On Fireproofing Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors sha Carlsbad 04-1262 4/29/04 [VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-1262 PREPARED BY: Chuck Mendenhall DATE: 4/29/04 BUILDING ADDRESS: 2815 Jefferson St. BUILDING OCCUPANCY: B, S3 TYPE OF CONSTRUCTION: V 1HR BUILDING PORTION office bldaf/fct open garage Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) C 9756 4878 14634 cb Valuation Multiplier 48.00 30.00 1.80 By Ordinance Reg. Mod. VALUE ($) 468,288 146,340 26,341 640,969 $2,146.57 Plan Check Fee by Ordinance Type of Review: Repetitive FeeRepeats Complete Review D Other . Hourly D Structural Only Hour* Esgll Plan Review Fee $1,395.27 $1,202.08 Comments: Sheet 1 of 1 macvalue.doc DATE: BUILDING PLANCHECK CHECKLIST PLANCHECKNO.: CB_ BUILDING AJ^DRE^S: ' PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please se\ thex-Qttached report of deficiencies marked withB^Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: Date: FOR OFFICIALESE ONLY ENGINEERING AUTHORIZAfION TO ISSUE BUILDING PERMIT: ' "" Date: Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue. Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 H:\WORD\DOCS\CHXLSTlBuMhg Plancheck Ckbl Form (Gwwlc),(toc n n BUILDING PLANCHECK CHECKLIST § **^Y^S7zy^jl/ V2rv f^ r\ ' --I '^^•n '\ • - • ^ p^-r 1, Provide a fully dimensioned site plan drawn to scale. Show: !> V'W*^-^ A. North Arrow B. ^xisting & Proposed Structures C./Existing Street Improvements D/ Property Lines Easements Show on site plan: B. C. D. F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service 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." Existing & Proposed Slopes and Topography 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. Sewer and water laterals should not be located within proposed driveways, per standards. 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 H:WORD£iOCS\CHKLS'nBijjiding Planctoc* Ckfet Form (Gena>tc).doc BUILDING PLANCHECK CHECKLIST 1ST D 3rd DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code 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 Yz" 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: n n <~ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040, Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the mwOROMJOCS'CHKI.S'neuWino Plancheck CMst Focm (RIDDLE - HARVEY 7-12-OOJ.doc BUILDING PLANCHECK CHECKLIST iST D 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: Q 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. n D n n n n Future public improvements required as follows: 6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return 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. D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 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: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) mWOHDIDOCSlCHKLSTTBuildjnp Ploncheck Cklsl Forni (Genw-c 7-14-00}.doc BUILDING PLANCHECK CHECKLIST n n n n n n n n n n 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10.NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs fii 11. Or Required fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\DOCS\CHKLST\BuMlno Plancheck CUst Form <Geiwrlc).doc BUILDING PLANCHECK CHECKLIST 1ST )ND iRD n n n • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 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: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 2. 3. 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, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at 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 H:\wORD\DOCS\CHKLS-nBullifini) PiancDeck Cklst Form (Generic).doc 1ST )ND iRD D BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) these irrigation 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within 'the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13.Additional Comments: H:\WORD\DOCSCHKLST\Bulldina Plandwck Cktel Form <Generic).doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D ^^.E-etimate based on unconfirmed information from applicant. ^2s Calculation based on building plancheck plan submittal. Address: 3&( 3 "^Ser^CA^ £c|~ Bldg. Permit No. Checked by:Prepared by: \SS~ Date: EDU CALCULATIONS: List types and square footages for a\\ uses. Types of Use: SW&J2, fre^fcl <3q. Ft/Units: " //I Types of Use:^!zZ_z Sq/Ff./Units: Date: EDU's: EDU's: APT CALCULATIONS: Lisi types and square footages for all uses. Tv^sofUsl^^j^^ So. Ft/Unite: ^cnrp ^75*) Types of Use: QTpVx^a- Sq. Ft./Units: _ ADT's: ADTs:/9 ^ FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) . PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: X NO. UNITS:=$. 2. TRAFFIC IMPACT FEE ADPs/UNITS: / 7 5 X FEE/ADT: BRIDGE AND THOROUGHFARE FEE (DIST. #1 =$_ DIST, #2 ADTs/UNITS: MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: AREA: EDU's: X FEE/ADT:. ZONE: ^ DIST. #3 =$_ X FEE/SQ.FT./UNIT: X FEE/EDU: X FEE/EDU: LATERAL ($2,500) 7. DRAINAGE FEES PLDA /T ACRES:, c? 0 =$_ =$_ =$_ 8. POTABLE WATER FEES CONNECTION FEEa METER FEE SDCWAFEE IRRIGATION F:\FEE CALCULATION WORKSHEET.doc 1 Of 2 Rev. 7/14/00 Feb 14 05 11:18a P-l CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT 1 MSPECTOR: PROJECT L DATE:. 02.-* 2. LOTS REQUESTED FOR RELEASE:. N/A = NOT APPLICABLE V = COMPLETE 0 = Incomplete or unacceptable .GRADING PERMIT I * /- / 1st f" (^ ^^ {**• — c — ^I U" 2nd. - - ' 1. 2. 3. 4. 5. 6. 7. 8. 9. Y Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter from Owner/Dev requesting partial release of specific lots, pads or bWg. 8W x 11" site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted, (ff soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth (.1) of the approved grading plan. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: /&, ?., Project Inspector Date 7 Construction Manager Date J:,7ILB;1ASTER.'.=CRMS/PARTS|TE.FRM EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 10925 HARTLEY ROAD SUITE "I" SANTEE CALIFORNIA 92071 619 258-7901 Fax 619 258-7902 W. Kent Jesse & Associates February 16, 2005 2075 Corte Del Nogal, Suite "S" Project No. 01-1106E5(D) Carlsbad, California 92009 Subject: Foundation Excavation Observation Proposed Commercial Building 2815 Jefferson Street City of Carlsbad, California References: See Attached Dear Ladies & Gentlemen: In accordance with your request, we have observed the foundation excavations for the proposed commercial building at the subject site. The footings have been excavated to the proper depth and width into competent bearing soils and are in compliance with the approved building plans. Foundation excavations, soil expansion characteristics and soil bearing capacity are in accordance with the referenced soil report. If we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, /V^^=ss/Ui/\ -J^^&K '^\ (Sf NO.C054071 Elm Exp.«-v-». Mamadou Saliou Diallo, P.E. RCE 54071 MSD\md FEB 1 6 2005 W. K. JESSE PROJECT NO. 01-U06E5(D) REFERENCES 1. "Report of Field Density Tests, Proposed Commercial Building Site, 2815 Jefferson Street, City of Carlsbad, California", Project No. 01-1106E5(C), Prepared by East County Soil Consultation and Engineering, Inc., Dated January 28, 2005. 2. "Slab Recommendation Review, Proposed Commercial Building Site, 2815 Jefferson Street, City of Carlsbad, California", Project No. 01-1106E5(B), Prepared by East County Soil Consultation and Engineering, Inc., Dated May 24, 2004. 3. "Limited Site Investigation Update, Proposed Commercial Building Site, 2815 Jefferson Street, City of Carlsbad, California", Project No. 01-1106E5(A), Prepared by East County Soil Consultation and Engineering, Inc., Dated December 12, 2003. 4. "Limited Site Investigation, Proposed Commercial Building Site, 2815 Jefferson Street, City of Carlsbad, California", Project No. 01-1106E5, Prepared by East County Soil Consultation and Engineering, Inc., Dated February 13, 2001. FEBRUARY 2, 2005 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department KENT JESSE OFFICE BUILDING - RP 02-02 - NEW OFFICE BUILDING LOCATED AT 2815 JEFFERSON STREET PLAN CHECK NO. CB041262 I have reviewed the building plans for the above referenced project. On February 2, 2005, the architect provided the remaining items of concern identified in the previous plan check memorandum dated June 7, 2004. The Housing and Redevelopment Department does not have any objection to the issuance of the building permit for the project as shown on the building plans. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. CLIFF JONES June 7, 2004 TO: BUILDING DEPARTMENT FROM: Management Analyst, Housing and Redevelopment Department KENT JESSE OFFICE BUILDING - RP02-02 SECOND PLAN CHECK (CB041262) I have completed the second plan check for the above referenced project. The Housing and Redevelopment Commission approved this project on April 1, 2003. The following conditions of approval must be satisfied prior to the issuance of the building permit: 1. The Developer shall submit to the Housing and Redevelopment Department a reproducible 24" x 36", mylar copy of the final site plan for the project. 2. Prior to the issuance of a building permit, the Developer shall provide proof to the Director from the Carlsbad School District that this project has satisfied its obligation to provide school facilities. 3. The Developer shall submit and obtain approval of a Final Landscape and Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and the City's Landscape Manual. 4. Prior to the issuance of the building permit, Developer shall submit to the City a Notice of Restriction to be filed in the office of the County Recorder, subject to the satisfaction of the Housing and Redevelopment Director, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Major Redevelopment Permit by Resolution No. 291 on the real property owned by the Developer. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction. The Housing and Redevelopment Director has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest. 5. Prior to issuance of the building permit, the Developer shall enter into a Parking In-Lieu Fee Participation Agreement and pay the established Parking In-Lieu Fee for four (4) parking spaces. The City Council is scheduled to hear this item at their June 15, 2004 meeting. 6. Please add a note to the plans stating the height of the retaining wall/fence along the property lines. Carlsbad Fire Department 041262 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 06/15/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: B. Craig Horwat 12220 El Camino Real Ste 200 City, State: San Diego CA 92130 Plan Checker: Job Name: W. Kent Jessee Bldg Job#: 041262 Job Address: 2815 Jefferson St. Bldg #: CB041262 Ste. or Bldg. No. Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Rftuiftw 1st ?ry1 3rd FDJobtf 041262 FDFile# _ .., , , Other Agency IP Carlsbad Fire Department _ °41262 1635 Faraday Ave Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Date of Report: 06/15/2004 _ Reviewed by: Name: B- Craig Horwat Address: 12220 El Camino Real Ste 200 City, State: San Diego CA 92130 Plan Checker: Q41262 Job Name: W. Kent Jessee Bldg Job Address: 2815 Jefferson St. Ste. or Bldg. No. Please note attached comment. Requirements Category: Building Plan Requirement: Pending 05.32 Additional Requirements or Comments ADD FOLLOWING NOTE; All enclosed combustible spaces shall be protected with an approved Automatic Fire Sprinkler system, this shall include Attic and other void spaces. Pagel 06/15/04 Carlsbad Fire Department 041262 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 04/27/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: City, State: COOPER ROBERTS & CO 1010 UNIVERSITY AV C203 SAN DIEGO CA 92103 Plan Checker: Job Name: W. Kent Jessee Bldg Job Address: 2815 Jefferson St. Job#: 041262 Bldg #: CB041262 Ste. or Bldg. No. D Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st _ ?nrl 3rd FDJob# 041262 FDFile# Other Agenry ID Requirements Category: Building Plan Requirement: Pending 05.03 Floor Plan Provide a complete floor plan of building or suite. Show exiting from all areas. Indicate use or occupancy of each room including adjacent suite if applicable. FIRE - REQUIRES THAT ALL FIRE SPRINKLER RISERS BE ACCESSIBLE FROM AN EXTERIOR OPENING AND BE WITHIN A PROTECTED ENCLOSURE. INDICATE DESIRED LOCATION ON REVISED SUBMITTAL Requirement: Pending 05.16 A/S Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation. Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .45 gallons per square foot, throughout a 3000 square foot design area. FIRE SPRINKLER RISER IS REQUIRED TO BE PLACED IN AN EXTERIOR ACCESSIBLE ROOM/ENCLOSURE. THIS ROOM SHALL BE REQUIRED TO BE SIGNED TO INDICATE "FIRE RISER INSIDE" ADD FOLLOWING NOTE; SPRINKLER SYSTEM SHALL BE REQUIRED TO BE MONITORED Requirement: Pending 05.32 Additional Requirements or Comments Requirement: Pending 05.35 Elevators All buildings and structures with one or more passenger service elevators shall be provided with not less than one medical emergency service to all landings meeting the provisions of Section 3003.5. SMOKE DETECTORS ARE REQUIRED WITHIN EACH ELEVATOR LOBBY. Page 1 04/27/04 5/19/2004 Lyons, Warren & Associates 9455 Rldgehaven Ct, Ste. 200 SAN DIEGO, CA 92123 Phone: (858)573-8999 Date forwarded: 8/19/2004 Via: To: Foundations 16 Structural 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PLAN CHECK CORRECTION LIST Plan File Number 04-1262 Checker. Chuck Mendenhall See added grade beam call out on foundation plan. Beam marks have been added to plans. Separate schematic plan not necessary. Channel sizes added to S2.0 at balconies and lobby. See catc. PC1 and PC2 enclosed. Cantilever beam sizes added to plans. See calc. PC1 and PC2 for design. See enclosed calc. sheets PC3 and PCM See revised plan S3.0 shewing 6x6 header. See revised plan S3.0 showing 6x8 header. RB4 is tocated between grids D & E. Designed for 5' span which is conservatrve See S2.1 for added header numbers. See attached copy from Vuteraft manual for floor joists. PCS through PCS. See S2.0 for added refrences to 22/SD2.0 See revised plan. Walls have nominal plywood. See enclosed calculations for cantilevered diaphragm sheets PC9 and PC10. See revised plan S2.1 for strap call outs. See details 4/SD2.0.8/SD2.0, note 6 on S2.1 and note 7 on S3.0. Also see original shear wall calculations pages 40 and 53. 1st floor is rigid base with emu shearwalls and concrete diaphragm. Upper levels are flexible. Code permits distribution to be above rigid base. See response to #29 above. Pagel 5/19/2004 31 Allowabel stress design used. Therefore 189k is divided by 1.4. See "Vdesign" value on page 34 of catas. 32 See revised sheets 31 and 32 of calcs enclosed. PC11 and PC12 33 See revised foundation plan S2.Q for jamb steel call outs. Also see detail 2Q/SD2.Q. 34 See enclosed PC13 through PC18 and revised S2.0 35 Detail reference revised to 18/SD2.0 36 See revised details 12,13,14/SD2.0 37 See calcs PC19-20 and revised 14/SD2.0 and 4/SD2.1 38 See 19/SD2.0 and calc, PC20 39 See calc PC21 40 Reference revised to 19/SD2.0 41 See revised detail 22/SD2.0for dimensions. Page 2 im STRUCTURAL ENGINEERS 1979 ByGyfrT Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com - c ^7 - * A f , LWA STRUCTURAL Established ENGINEERS 1979 BV Date Sheet No- LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, CaKfornia 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 3 rt * f.P't i .10U "^ ' &h^{ r* +»**-!*?' * 7 \ "V a re - LWA STRUCTURAL ...... - Pr°Ject «^^* v^mj., zsiaotisnea f \A ENGINEERS 1979 ByC^llI— Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject rUH-'lJUgf- Job Na : 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@Iyonswarren.com * a * Js. Pesi<,/sjs SSISPEC.COAA SSI JOIST PROPERTIES SSI 44MX MSR Flange 1/2" OSB Web BASIC PROPERTIES Joist Depth (in.) 14 16 18 20 22 24 26 28 30 Joist Weight (P»f) 6.5 6.8 7.1 7.4 7.6 7.9 8.2 8-4 8.7 Resistive MomentC1) (ftMbs.) 15,082 18,215 21,384 24,577 27,787 31,012 34,246 37,489 40,739 Vertical Shear(2) (Ibs.) 2,350 2,620 2,895 3,165 3,440 3,710 3,985 4,255 4,530 El x 106 (lbs.In2) 1,454 2,014 2,669 3,419 4,175 5,210 6,252 7,394 8,635 REACTION PROPERTIES 13/4" Bearing Length Web Stiffeners Yes 2,275 2,475 2,675 2,875 3,075 3,275 3,475 N/A N/A No 1,735 1,735 1,735 1,735 N/A N/A N/A N/A N/A 21/2" Bearing Length Web Stiffeners Yes 2,350 2,620 2,895 3,165 3,440 3,710 3,985 4,255 4,530 No 1,735 1,735 1,735 1,735 N/A N/A N/A N/A N/A 1. Maximum Resistive Moment values may be increased 7% Repetitive Member Usage. 2. Interpolation between bearing lengths and joist depths is permitted for allowable design reactions. 3. Allowable bearing lengths have been determined based on Standard Structures Inc. Products. Allowable bearinq on supporting members shall be checked. Standard Structures Inc. 01.03 A/ULCRAFT. FLOOR SYSTEMS DESIGN MANUAL M E !Vt B H; FLOOR JOIST LOAD TABLES SEE DESIGN NOTE ON PAGE 24 SPAN 26 '-0" LOADING IN PLF DEPTH 18" DEPTH 20" DEPTH 24" DEPTH 26" DEPTH 28" DEPTH 30" DEPTH 32" WTVFT{PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) 1 (IN**4) TC LEG (IN) W7YFT(PLF) 1 (IN-4) TC LEG (IN) WT/Ftf(PLF) t(IN"4) TC LEG (IN] WT/FT{PLF); 1 (IN-4) TC LEG (IN) WT/FT{PLF£ t (IN**4) TC LEG (IN) WmpTiPLF^ 1 (IN" 4) TC LEG (IN) 600 12.0 196. 2.0 10.9 211. 2.0 " 10.5.' 301. 2.0 1&7 356. 2.0 "US*1. 397. 2.0 10*' 479. 2.0 no»r 547. 2.0 700 13;8.' 224. 2.0 12.7 251 2.0 1 !.2 319. 2.0 ;" 11.5 377. 2.0 -,:tt:$V 428. 2.0 '•?. ':..11t& 508. 2.0 «;*T1;J35- 581. 2.0 800 14:8 245. 2.5 14>2; 900 1 16.9 282- 2 5 '', 15.& 287. ; 316. 2.5 •"'"12.7 369. 2.0 J 12.5 396. 2.0 T 12;$. 451- 2.0 ** £ WES?" 533. 2.0 i&*£9?- 2.5 : is.*.. 397. 2.0 .' 13.9 462. 2.5 frisks; 498. 2.0 :• ' i3\a~ 562. 2-5 ££13*, 610- 643. 2.0 2-5 1000 18.+ 303. 2.5 ' '16.7> 342. 2.5 C'iAT. 437. 2.5 14:4. 461. 2.5 --" 13.8 540. 2.5 ,-'13^ 589. 2.5 V-'133Z: 674. 2.5 1100 1-9.8 327. 3.0 16.fi 380- 2.5 :, 15.8.'. 465. 2.5 1 16.3 550, 2.5 ?'-- 1S.ai; 601. 2.5 f-1*5;v 640. 2.5 ^-1*^; 732, 2.5 1200 22.4 370. 3.0 20:0 410- 3-0 '. 1.7.7, 520, 2,5 - 17,4. 588. 2.5 .16,0, 642. 2.5 *"fB»': 738. 2.5 3':'tK7. 786. 2.5 1300 23,9' 389. 3.0 22,0 446. 3.0 ,'•1910' 558. 3.0 18,9 636. 3.0 ir5v*T> : 687. 2.5 t/jT&? 789. 3.0 t;:1'7;0>"; 845. 2.5 1400 26.2 427. 3.0 24.0 469. 3.0 L_ 20; t' •'• 605. 3.0 1 19-£ 661. 3.0 o. '••?$>>• 743. 3.0 isi teg* " 818. 3.0 ^ttB&;i 903. 3.0 1500 ".27.i 6, 453. 3.0 25.0" 513. 3.0 '•. at, s 630, 3,0 -' '2t.t- 715. 3.0 V-"1»2"- 773. 3.0 r- ;t8!t?r 859. 3.0 5^TSJK= 937. 3.0 1600 30.4 490. 3.5 -• sfe'.r' 537. 3.0 1 22:ff- 658. 3.0 •. : 2i.e: 747. 3.0 ^.•ao»" 836. 3.0 ^•2ae; 927. 3.0 ^203^3 1019. 3.0 1700 . 31.9" 509. 3.5 29.3 585. 3.5 ' 24.f' 723. 3.0 23.a; 819 3.0 I; 2t.5v' 874. 3.0 •J&Ktft': 1010, 3.0 Tflft^ 1062. 3.0 1800 33.2 524. 3.5 30.B 617 3.5 ^: • 26* 795. 3.0 ••'. 2^ 896. 3.0 gv'ai^ 958. 30 &:2&& 1058. 3.0 'fe W-IJ7i'j'-!H2;t i; 1157. 30 1900 35.8' 570. 3.5 ^.•32.3.;' 641. 3.5 ^'26,8? 795. 3.0 ^203.? 896. 30 r&yKXfy 958. 3.0 ?^:^ 1101. 3.0 P^26^ 1212. 3.0 2000 41*rfc£: - •'• 37;g 592. 3.5 ^'•'•;3Kl 661. 3.5 &"a« 868. 3.5 ^•r"-S6«U 969. 3.5 fifV^fll 1049. 3.0 mvsm 1154. 3.0 1260. 3.0 SPAN 28'-0" LOADING IN PLF 600 700 BOO 900 1000 1100 1200 13OO. DEPTH ^ O" I (IN"4)224.245.282.327.355.389.408.453, TC LEG (IN)2.0 2.5 2.5 3.0 3.0 3.0 3.0 3,0 DEPTH 20" msm, F4)245.287.330.353.410.446.489.513, TC LEG (IN)2.0 2.5 2,5 2.5 3.0 3.0 3.0 3.0 DE^TH 24"I (IN"4)310.359.397 437.503.539.580.658- TC LEG (IN)2.0 2.0 2.0 2.5 2.5 2.5 3.0 3.0 DEPTH I <(N"4)415.451.49S.562.601.665.719.773. TC LEG (IN)2.0 2.0 2.0 2.5 2.5 2.5 30 DEPTH 30" -'1*7-1B.O 494.533.562.623.667.765.818.859. TC LEG (IN)2.0 2.0 2.5 3.0 3.0 DEPTH 32" WT/FTIBLF! I (IN"4)564.595.629.674.732.820.876-937. TC LEG (IN)2.0 25 2.5 3.0 DEPTH 36"I (IN"4) r-ts* 759.302.821.841.907.989.1063. TC LEG (IN)2.5 25 3.0 A/ULCRAFT 14 FLOOR JOIST LOAD TABLES SEE DESIGN NOTE ON PAGE 24 SPAN 30'-0" LOADING IN PLF DEPTH 18" DEPTH 20" DEPTH 24" DEPTH 28" DEPTH 30" DEPTH 32" DEPTH 36" WT/FT (PLF) I(IN"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TCLEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I (!N"4) TCLEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TCLEG (IN) WT/FT (PLF) I (IN"4> TCLEG (IN) 600 14.7 245. 2.5 13.9 280. 2.0 12.1 359. 2.0 11.3 440. 2.0 11.8 521. 2.0 11.6 581. 2.0 12.2 778. 2.0 700 16.8 282. 2.5 15.8 330. 2.5 13.6 397. 2.0 12.4 483. 2.0 13,0 550. 2.0 12.6 610. 2.0 13.3 821. 2.5 800 19.6 327. 3.0 17.1 353. 2.5 14.9 451. 2.5 14.0 562. 2.5 14.1 623. 2.5 13.8 674. 2.5 13.5 821. 2.5 900 22.2 370. 3.0 19.8 410. 3.0 16.6 503. 2.5 15.2 622. 2.5 15.3 695. 2.5 15.1 763, 2.5 15.1 907. 2.5 1000 24.5 408. 3.0 21.7 446. 3.0 18-4 560. 2.5 16.8 695. 2.5 17.2 765. 2.5 16.2 820. 2.5 16.6 1033. 2.5 1100 27.2 453 3.0 23.9 489. 3.0 20 .0 605. 3.0 18.9 773. 3.0 18.9 859. 3.0 17.9 907. 2.5 18.0 1111. 3.0 1200 30.1 490. 3.5 26.3 537. 3.0 21.7 658. 3.0 19.6 804. 3.0 19,5 894. 3.0 19.4 983. 3.0 18.5 1154. 3.0 1300 31.7 509. 3.5 27.6 570. 3.0 23.8 723. 3.0 21.3 874. 3.0 21.1 967. 3.0 19.8 1023. 3.0 20.5 1302. 3.0 1400 34.1 546. 3.5 30.5 617 3.5 24.8 760. 3.0 23.3 958. 3.0 23.1 1058. 3.0 21.5 1107. 3.0 22.1 1417. 3.0 1500 35.6 570. 3.5 33.0 661. 3.5 27,4 844. 3.0 24.1 1004. 3.0 23.8 1108. 3.0 23.3 1212. 3.0 22.8 1480. 3-0 1600 38.5 619. 3.5 35.7 719- 3.5 29,1 868. 3.5 26.7 1105. 3-0 26.2 1214. 3.0 25.8 1322. 3-0 24.6 1536. 3.0 1700 42.7 682. 4.0 37.4 746. 3.5 30.4 915. 3.5 28.0 1135. 3.5 28.4 1314. 3.5 26.5 1391. 3.0 26.3 1651. 3.5 1800 43.0 682. 4.0 38.7 781. 3.5 32.0 951. 3.5 29.2 1207. 3.5 28.7 1314. 3.5 27.9 1428. 3.5 27.1 1734. 3.5 1900 49.1 775. 4.0 43.0 861. 4.0 34.5 1024. 3.5 30.8 1251 3.5 31.3 1448. 3.5 29.1 1506. 3.5 27.9 1829. 3.5 2000 49.6 775. 4.0 43.5 861. 4.0 35.7 1069. 3.5 32.2 1322. 3.5 31.4. 1448. 3.5 „ 31-.* 1661. 3.5 29.6 1889. 3.5 i SPAN 32 '-0" LOADING IN PLF DEPTH 18" DEPTH 20" DEPTH 24" DEPTH 28" DEPTH 30" DEPTH 32" DEPTH 36" WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I(IN"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I(IN"4) TC LEG (IN) WT/FT (PLF) I(IN"4) TC LEG (IN) WT/FT (PLF) I (tN"4) TC LEG (INI WT/FT (PLF) I IIN"4) TC LEG (IN) 600 167 282. 2.5 14.7 307. 2.5 13.T 383. 2.0 12.2 471. 2.0 12.3 533. 2.0 12.0 595. 2.0 13.0 802. 2.0 700 19.4 327. 3.0 ta& 353. 2.5 t4,9 451. 2.5 14.0 562. 2.5 13.7 623. 2.5 13.3 658. 2.0 13.2" 321. 2.5 800 22.0 370. 3.0 19.5 410. 3.0 17.0} 521. 2,5 15:4 622. 2.5 15.1 695. 2.5 14.3 742. 2.5 14.5 935. 2-5 900 24.3 408. 3.0 22.1 465. 3.0 18.6 560. 2.5 16.8 695. 2.5 16.3 768. 2.5 16.2 849. 2.5 16,4 1033. 2.5 1000 26.a 453. 3.0 24:4 513. 3.0 20.7 631. 3.0 19.1 773, 3.0 18.5 859. 3.0 17.9 951. 2.5 178 1154. 3.0 1100 23.8 490. 3.5 27.1 570. 3.0 22.7 688. 3.0 20,3, 839. 3.0 19,5 930. 3.0 19.4 1023. 3.0 18.5 1197. 3.0 1200 32.5 524. 3.5 29.9 617. 3.5 24.9. 760. 3.0 22.1 913. 3.0 21.2 1010. 3.0 21.0 1107. 3.0 20.1 1302, 3.0 1300 35.2 570. 3.5 31.5 641. 3.5 27.5- 844. 3.0 24.2 1004. 3.0 23.4 ' 1108. 3.0 22.9 1212. 3.0 21.9 1417. 3.0 1400 38.0 619. 3.5 35.2 719. 3.5 29.1 868. 3.5 26.6 1105. 3.0 25.5 1214. 3.0 23.7 1268. 3.0 23.9 1536. 3.0 1500 42.5. 682. 4.0 35.5 719. 3.5 30.5 915. 3.5 27.0 1105. 3.0 26.8 1278. 3.0 26.1 1391. 3.0 24.9 1613. 3.0 1600 - '45.* 724. 4.0 38.3 781. 3.5 33.0 983. 3.5 29.4 1207. 3.5 28.0 1314. 3.5 28,3 1506. 3.5 26.6 1734. 3.5 1700 48,8 775. 4,0 4£6: 861. 4.0 34.6 1024. 3.5 32.1 1322. 3.5 29.3 1397. 3.5 28,5 1506. 3.5 27.5 1829. 3.5 1800 i 49.0 775. 4.0 45.4' 915. 4.0 .35.9 1069, 3.5 32.4 1322. 3.5 30.9 1448. 3.5 31.1 1661. 3.5 29;2 1889. 3.5 1900 52:4 834. 4.0 49,2 980 4.0 39,1 1162. 3.5 34.7 1426. 3.5 33.5 1593. 3.5 31.2 1661. 3.5 30.1 1997. 3.5 2000 • 5&ff 883. 4.0 .'-•" 49.$ 980. 40 424 1229. 4.0 37.1J 1478. 3.5 33.7 1593. 3.5 34-:* 1827. 3.5 33W 2209. 3.5 % 15 sVULCRAFT/ FLOOR JOIST LOAD TABLES SEE DESIGN NOTE ON PAGE 24 SPAN 34'-0" LOADING IN PLF DEPTH ?o" DEPTH ?4" DEPTH 28" DEPTH 30" DEPTH 32" DEPTH 36" DEPTH 38" WT/FT (PLF) 1 (IN"4) TC LEG (IN) WT/FT JPLF) 1 (IN"4) TC LEG (IN) WT/FT (PLF) 1 (IN"4) TC LEG (IN) WT/FT (PLF) ! (IN"4) TC LEG (IN) WT/FT (PLF) 1 (1N"4) TC LEG (IN) WT/FT (PLF) i (IN"4) TC LEG (IN) WT/FT (PLF) I(IN"4J TC LEG (IN) 600 16.8 353- 2.5 14-4 437 2.5 13.6 547. 2.0 13.3 609. 2.0 13.0 658. 2.0 13.0 821. 2,5 13,3 918. 2.5 700 19.6 410. 3.0 16,0 486, 2,5 14.7 603. 2.5 14.3 675. 2.5 14.0 742. 2.5 13.4 860. 2.5 14.2 987. 2.5 800 22.2 465. 3.0 18.3 560. 2.5 16.6 695. 2.5 16.2 766. 2.5 15.3 822. 2.5 15.4 1004. 2.5 16.1 1106. 2.5 900 24.4 513. 3.0 21.4 658. 3.0 19.2 804. 3.0 18.8 894. ~l 3.0 17.6 , 951. 2.5 17.6 1154. 3.0 17.6 1243. 3.0 1000 27.3 570. 3.0 22.4 688. 3.0 19.9 839. 3.0 19.5 930. 3.0 19.0 1023. 3.0 18.5 1257. 3.0 18-4 1339. 3.0 1100 30.0 617 3.5 24.6 760. 3.0 21.8 913. 3.0 21.2 1010. 3.0 20.7 1107. 3.0 20,3 1358. 3.0 20.2 1457. 3.0 1200 32,7 661. 3.5 27,4 844. 3.0 23.9 1004. 3.0 23.3 1108. 3.0 23.3 1268. 3.0 22.2 1480. 3.0 21.9 1586. 3.0 1300 35.4 719. 3.5 30.2 915. 3.5 26.4 1105. 3.0 25.5 1214. 3.0 24.1 1331. 3.0 24.2 1613. 3.0 23.9 1720. 3.0 1400 38.3 781. 3.5 31.7 951. 3.5 28.9 1207. 3.5 27.8 1314. 3.5 25.7 1391. 3.0 25.4 1691. 3.0 25.8 1849. 3.5 1500 42.6 861. 4.0. 34.2 1024. 3.5 30.2 1273. 3.5 29.0 1397. 3.5 20.1 1506. 3.5 27.1 1829. 3.5 26.8 1942. 3.5 1600 45.6 915. 4.0 35.6 1069 3.5 31.9 1322. 3.5 30.6 1448. 3.5 29.2 1601. 3.5 28-0 1930. 3.5 29.0 2116. 3.5 1700 49.0 980. 4.0 38.3 1162. 3.5 34.4 1426. 3.5 33.3 1593. 3.5 31,0 1661. 3.5 29.7 1997. 3.5 30.2 2236. 3.5 1800 49.6 980- 4.0 42,7 1283. 4.0 35.8 1489. 3.5 34.4 1652. 3.5 33.A 1827. 3.5 32.1 2209, 3,5 31:5 2316. 3.5 1900 52.6 1054. 4.0 43.2 1283. 4.0 37.9 1546, 3.5 36.7 1712. 3.5 34.2 1827. 3.5 32.2 2209. 3.5 35.0 2556. 3.5 2000 ' 56$ 1117. 4.0 - .. 4SSJ 1366. 4.0 - .. • 4tag 1714. 4,0 "' ' 40>i 1891. 4.0 ••V-:36l 1964. 3.5 '•'/••: 368 2423. 3.5 352 2556. 3.5 SPAN 35'-0" LOADING IN PLF DEPTH ?n" DEPTH 24" DEPTH 28" DEPTH 30" DEPTH 32" DEPTH 34" DEPTH 36" WT/FT (PLF) I (IN"41 TC LEG (IN) WT/FT (PUF) I(!N"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLF) I (IN"4) TC LEG (IN) WT/FT (PLFJ_ KIN'MI TC LEG (IN) 600 17.3 366. 2.5 15.0 451. 2.5 13.6 547. 2.0 13.8 623. 2.5 13.4 695. 2.0 13.6 764. 2.5 13.0 821. 2.5 700 21.2 446. 3.0 17.2 521. 2.5 15.5 643. 2.5 15.4 718. 2.5 14.3 772. 2.5 15.2 866. 2.5 14.4 935. 2.5 800 23.4 489. 3.0 19.8 605. 3.0 17.9 746. 2.5 17.7 831- 2.5 16.3 878. 2.5 17.3 993. 2.5 16.6 1079. 25 900 26.9 570. 3.0 22.4 688. 3.0 19.3 804. 3.0 19,2 894. 3.0 18,8 1023. 3.0 19.0 1116. 3.0 18.0 1197. 3.0 1000 29.8 617. 3.5 24.8 760. 3.0 21.6 913. 3.0 21.4 1010. 3.0 19.5 1065. 3.0 20.6 1206. 3.0 18.6 1257. 3.0 1100 32.4 661. 3.5 27.5 844. 3.0 23.9 1004. 3.0 23.5 1108. 3.0 21.3 1157. 3.0 22.5 1313. 3.0 20.8 1416. 3.0 1200 35.2 719. 3.5 30.2 915. 3.5 26.2 1105. 3.0 25.8 1214. 3.0 23.4 1268. 3.0 25.2 1501. 30 22.7 1550. 3.0 1300 38.0 761. 3.5 31.8 95!. 3.5 27.5 1172. 3.0 27.0 1278. 3.0 25.7 1391. 3.0 26.1 1580. 3.0 24.8 1691. 3.0 1400 42.4 sei. 4.0 33.1 983- 3.5 29.0 1207. 3.5 29.3 1397 3.5 27.8 1506. 3.5 27.7 1622. 3,5 26.9 1829. 3.5 1500 45.3 915. 4.0 35.6 1069. 3.5 31.8 1322. 3.5 31.0 1448. 3.5 29.2 1601. 3.5 30.0 1770. 3.5 27.1 1829, 3.5 1600 48.8 980. 4.0 38.7 1162. 3.5 34.3 1426. 3.5 33.7 1593. 3.5 30.8 1661. 3.5 31.3 1887. 3.5 29.4 1997 3.5 1700 49.3 980. 4.0 43.0 1283. 4.0 35.6 1489. 3,5 34.9 1652. 3.5 33.4 1827. 3.5 33.0 1959. 3.5 32.1 2209. 3.5 1800 52.4 1054. 4.0 43.6 1283. 4.0 37.8 1546. 3.5 37.V 1712. 3.5 33.5 1827. 3.5 36.5 2148. 3.5 32.2 2209. 3.5 1900 55.8: 1117. 4.0 •• 46,3T.' 1366. 4.0 41 ;a 1714. 4.0 41. t;: 1891. 4.0 36.7 1964. 3.5 36.7T 2148. 3-5 35.6 2423. 3.5 2000 V^WJ 1188. 4.0 tJ~i- : .49^g 1463. 4.0 £'*;V-!«S| 1790. 4.0 $$B«8 1987. 4.0 :•" -40$ 2170. 4.0 5£W'«9I 2353, 4.0 ,, •-••,'.• 3a;s 2547. 4.0 A/ULCRAFT,16 LWA STRUCTURAL ENGINEERS Established 1979 Project Date.. Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com \\ '• /-i r c tr t i r * "^ 6iUO P 77*?* LWA STRUCTURAL ENGINEERS 1979' B* Project LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 - San Diego, California 92123-1649 • Tel. (858) 573-8999 * Fax (858) 573-8998 • LWA@lyonswarren.com 4)> 4' 2*' W4.r F—~ "1 *> ^ — •"b , £* f r\ j fi* " 1 i SHEAR WALL RHO ANALYSIS SHEARRHO.xls Job:Jessee O.B. Direction: Shear/sq. ft. Story Shear Story Area Roof: 4th: 3rd: 2nd: 7.30lbs/sf 5.61lbs/sf O.OOIbs/sf O.OOIbs/sf 37996 Ibs 671 94 Ibs 671 94 Ibs 671 94 Ibs 5209 sq ft 5209 sq ft Osqft Osqft Stop/ Roof HWf ^iW Location A B C D E A B C D E «s-F Trib Area 482 907 1019 1202 1000 599 482 907 1019 1202 1000 599 V^lb 3516 6617 7434 8769 7291 4370 6218 11701 13146 15507 12894 7728 Umift 16 15 14 12 17.5 12 16 8 14 12 17.5 12 n 0.058 0.116 0.140 0.192 0.110 0.096 0.058 0.174 0.140 0.192 0.110 0.096 P 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 p design 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 v design 220lbs/ft 441lbs/ft 531lbs/ft 731lbs/ft 417lbs/ft 364lbs/ft 389lbs/ft 1463lbs/n 939lbs/ft 1292lbs/ft 737lbs/ft 644lbs/ft - I <L-*&/ ^sP' \ *-v SHEARRHO.xls SHEAR WALL RHO ANALYSIS Job:Jessee O.B. Direction:Longitudinal Shear/sq. ft. Story Shear Story Area Roof: 4th: 3rd: 2nd: 7.30lbs/sf 5.03lbs/sf O.OOIbs/sf O.OQIbs/sf 38004 Ibs 64206 Ibs 64206 Ibs 64206 Ibs 5210 sq ft 5210 sq ft Osqft Osqft Story Roof 4th Location 1 ^ 1 n Trib Area 1670 935 2605 0 0 0 1670 935 2605 0 0 0 V^ib 12183 6821 19000 0 0 0 20582 11524 32100 0 0 0 Urfft 64 z$1\ 0 0 0 64 30 0 0 0 n 0.050 0.078 0.167 0.000 0.000 0.000 0.050 0.060 0.167 0.000 0.000 0.000 P 0.337 0.337 0.337 0.000 0.000 0.000 0.337 0.337 0.337 0.000 0.000 0.000 p design 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 v design 190lbs/ft Olbs/ft Olbs/ft Olbs/ft 322lbs/ft 384lbs/ft 4W«bs/ft Olbs/ft Olbs/ft Olbs/ft im Established 1979 Project _*H w&jfe^zj, By Date.Sheet No. Subject -loh No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ti ^1 FT' P s '<>' Ufe>' f |* V i' UNA STRUCTURAL ENGINEERS Established 1979 BV Project Date..Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@Iyonswarren.com \<f 5? *tv = LWA STRUCTURAL ENGINEERS Established1979 By Project . Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 4* t. &?Z4 tti'uPr - 7A'1 L »-z/ 31 1-5* W^ - o8> By<Sa_d Date. Subject Sheet No. & ( YC~\ A STRUCTURAL Established U% ENGINEERS 1979 LYONS, WARREN & ASSOCIATES, INC. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Job No. i i.r ^ 4,7 A-tu LWA STRUCTURAL ENGINEERS Established 1979 BV Project .Date.. Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com IV Ji-?j '.i |£_ LWA STRUCTURAL ENGINEERS Established 1979 Project . Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com \f» w ^ Sf -- 2-* 7Z STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 Project . Date,.Sheet No. _ Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 •Td. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com =lot?l 8 •» 6to. ENGINEERS Established £ AfflJd1979 Project By_fflJ — Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Lyons, Warren Associate*5/19/2004 (858^573-8999 MASONRY LINTEL Job: Location: H: L: Tnom: Wd": Wt Fixed?: ispected?: 'Suoerimp Jessee OB 1 3.17ft 7.25ft Sin 2.194 kit 3.280 kH y V osed fm: Fy: # of bars: Size: d": 1.5ksi 60ksi 2 8.0 in Fb= 500 psi Fs= 24000 psi VallOMV= 38.7 psi Vallaw= 116.2 psi without reinforcing with reinforcing Moment I WlintaN 0.26628 Wt= 5.740 ktf M= 25.1 ft4c d= 26.04 in b= 7.625 in Aa= 0.88 in1 n=26 np= 0.1149 k= 0.378 j= 0.874 2/kj= 6.05 fb= 353 psi OK fs= 15066 psi OK Shear I R= 20.81 k Vdes= 8.35 k v= 48.1 psi Shear stirrups required Use (5)-#3 stirrups at 8 in oc starting 4 in from support extending 3 ft - Q in 9455 Ridoehavwi CL, Sta 203 PAGE _OF San DiftflO, CA 92123 LYONS, WARREN & ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS DATE: April 12. 2004 PROJECT NAME: PROJECT NUMBER: ENGINEER OF WORK: W. Kent Jessee Office Building Carlsbad, CA SCA0401 Glenn Mouritzen Index Load Data Roof Framing 3rd Floor Framing 2nd Floor Framing Lateral Analysis Pilasters/Columns Footing D1-D2 3-9 10-17 18-27 28-57 58-62 63-64 9455 Ridgehaven Court, Suite 200, San Diego, CA 92123 Tel: (858) 573-8999 Fax: (858) 573-8998 LOAD DATA Sloped Roof Flat Roof Floor Deck Seismic Wind Roofing Rafters Beams Insulation Ceiling Plywood Misc.* Spk. Total Dead Pitch= 5.0:12 Live Load Total D+L= Roofing Plywood Rafters Beams Ceiling Insulation Sprinkler Misc Total Pitch= 0.4:12 Live Load Total Topping Plywood Joists Girders Ceiling Insulation Misc. Partition Total Dead Live Load Total D+L Water Proofing Plywood Joist Girders Soffit Misc Total Live Load Total Zone Na Nv Soil Basic Exposure 15.00psf 2.00 psf LOOpsf 0.00 psf 0.00 psf 0.00 psf LOOpsf 19.00 psf 20.58 psf 16.00 psf projected 36.58 psf reducible 3.00 psf 1.50 psf 2.00 psf LOOpsf 1.50 psf LOOpsf 2.00 psf 2.00 psf 14.00 psf 14.01 psf 20.00 psf projected 34. 00 psf 18.75 psf 2.25 psf 1.50 psf 1.50 psf 1.50 psf LOOpsf 2.25 psf 20.00 psf 48.75 psf 80.00 psf 128.75 psf 3.00 psf 2.25 psf 2.00 psf LOOpsf 0.00 psf 20.00 psf 28.25 psf 100.00 psf 128.25 psf 4 LOOpsf 1.10 psf Sd 70mph C Page D1 LWA STRUCTURAL ENGINEERS Established1979 Qy ProjectJ Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job Na 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Lyons, Warren Associates 3/7/2004 (858)-573-8999 Joist - Sawn Lumber Jessee O.B. 5.00 22.62 0.923 in 12 deg - - I DL:C LL= TL= norm 19.00) 14.77 33.77 vert 20.58 psf 16.00 psf 36.58 psf Des.: L: Spacing Size: Grade: R1 15.00ft 1.33ft 2x8 DFLNol ok Des.: L: Spacing Size: Grade: Hip 21.20ft 7.00ft 6x12 DFL No 1 ok Wd= 27 plf Wrl= 21 plf Wtot= 49 plf Rd= 205 Ibs Rl= 160 Ibs Rtot= 365 Ibs Wd= 144 plf Wrt= 112 plf Wtot= 256 plf Rd= 1527tbs Rt= 11 87 Ibs Rtot= 2714 Ibs Md= 770 tt*lbs Ml= 599 ft*lbs Mtot= 1368fflbs Md= 8095 fflbs Ml= 6292 ft*lbs Mtot= 14387ft*tbs b= 1 .50 in d= 7.25 in A= 10.88 in S= 13in"3 l= 48 inM b= 5.50 in d= 11.50 in A= 63.25 in S= 121 inA3 l= 697 inM fv= 46psi Fv= 119psi fb= 1250 psi Fb= 1869 psi Defl. LL= 0.30 in = L/601 Den. Tot= 0.68 in = U263 fv=59psi Fv= 106 psi fb= 1424 psi Fb= 1688 psi Defl. LL= 0.46 in = U557 Defl. Tot= 1 .04 in = U244 9455 Ridgehaven Ct., Ste 200 PAGE3 OF San Diego, CA92123 Glenn Mouritzen Associates 3/7/2004 (619)-275-7484 Collar Tie Roof Rafters Job Name Location Roof Dead Load: Roof Live Load: Ceiling Dead: Ceiling Live: Pitch: Total Length: Collar Tie Span: Spacing: Nails: Bolts: Ht. to collar Rafter Rafter Grade: Ceiling Joist: C.J. Grade: C.J. Blocking: Irrt.C.J- support: JesseeO.B. CT1 16.0 psf 16.0 psf 3.0 psf 0.0 psf 5.0:12.0 18.00 ft. 18.00ft. 24 in. o.c. 10d 0.50 In. Dia. 0.00ft. 2x8 DFL No 2 2x8 DFL No 2 108.00 in. 0 Rafter Stresses: * * b= 1.50 in. d= 7.25 in. A= 10.88sq. in. S= 13.14 cu. in. l= 47.63 in.*4 M='648ft"lb R=576lbs. P= 1498 Ibs. fc= 138 psi fb= 592 psi fv= 74 psi Pc= 1440 psi Fb= 1258 psi Fv= 119 psi E= 1,600,000 psi Fcp= 625 psi lnt= 0.61 OK OK values M$uMod for repetatiw use and load duration factor Ceiling Joist: Number of Botts Required= 2 bofts or Number of Nails Required= 8 nails b* 1.50 in. d« 7.25 in. A= 10.88 sq, in. S= 13.14 cu. in. l= 47.63 in *4 M1=243fHb R1= 54 Ibs. R2= 54 Ibs. H1= 374 Ibs. H2= 720 tos. ft1=34psi ft2=66psi fb1= 222 psi fb2= 0 psi Ft= 719 psi Fb= 1.185 psi E= 1,600,000 psi DfL- 0.19 in. Int1= 0.22 Int2= 0.09 OK OK 1501 MorenaBlvd PAGE San Diego, CA92110 LWA CTDTT^TTTD A J Pr°J6CtSTRUCTURAL Established ENGINEERS 1979 BY - — Date - Sheet N°- LYONS, WARREN & ASSOCIATES, INC. Subject Job No— 9455 Ridgehaven Court, Suite 200 - San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 2.* 04«sF- / LWA STRUCTURAL Established ENGINEERS 1979 By WULJ— Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No — 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Lyons, Warren Associates 3/8/2004 (858)-573-8999 Simple Wood Beam - Sawn Lumber Job: (Jessee O.B. Dead Uve Snow Roof Floor Deck Wall 29psf 48psf Opsf 15psf Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: RH1 8.00 ft 17.00ft 0.00ft 0.00ft 9.00ft 6x8 DFLNO1 Des.: L: Trib. Roof: Trib Ftoor Trib Deck Wall Height Size: Grade: RH2 8.00ft 5.50ft 0.00ft 0.00ft 2.00ft 6x6 DFLNO1 Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: RH3 5.00ft 17.00ft 0.00ft 0.00ft 9.00ft 6x6 DFLNO1 Des.: L: Trib. Roof: Trib Floor Trib Deck: WaH Height Size: Grade: RH4 5.00ft 10.00ft 0.00ft 0.00ft 2.00ft 6x4 DFLN02 Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: H5 10.00ft 9.50ft 0.00ft 0.00ft 2.00ft 6x8 DFLNO1 16 psf 0 psf 80 psf Opsf Wd= 628 ptf Wrt= 272 ptf Wfl= 0 plf Ws= 0 ptf WtOt= 900 ptf Wtot-WrN 628 ptf ok Wd= 190 ptf WrN 88 ptf WfN Optf Ws= Optf Wtot= 278 plf Wtot-Wri= 190 ptf ok Wd= 628 ptf Wrt= 272 ptf Wft= Optf Ws= 0 ptf Wtot= 900 plf Wtot-WrN 628 ptf ok Wd= 320 plf Wrt- 160 ptf Wfl= Optf Ws= Optf Wtot= 480 ptf Wtot-WrN 320 ptf ok Wd= 306 ptf Wrl= 152 ptf Wfl= 0 plf Ws= Optf Wtot= 458 ptf Wtot-Wr1= 306 ptf ok Rd= RN Rtot= Md= Ml= Mtot= Rdes= Mdes= Rd= Rl= Rtot* Md= Ml= Mtot= Rdes= Mdes= Rd= Rl= Rtot= Md= MN Mtot= Rdes= Mdes= Rd= Rl= Rtot= Md= MN Mtot= Rdes= Mdes= Rd= RN Rtot= Md= Ml= Mtot* Rdes= Mdes= 2512 IDS 1088 IDS 3600 Ibs 5024ft*lbs 2176 ft'fbs 7200 ft'lbs 2880 Ibs 5760ft1bs 758 IDS 352 tbs 1110 Ibs 1516ft*tos 704 fTlbS 2220 ft'lbs 888 Ibs 1776 ft'lbs 1570 Ibs 680 IDS 2250 Ibs 1963 ft'lbs 850fTlbS 2813ft'lbs 1800 Ibs 2250 ft'lbs 800 Ibs 400 Ibs 1200 Ibs 1000 ft'lbs 500ft*lDS 1500 ft'lbs 960 Ibs 1200 ft'lbs 1528 IDS 760 tbs 2288 Ibs 381 9 ft'lbs 1900 ft'lbs 5719 ft'lbs 1830 Ibs 4575 ft'lbs b= 5.50 in d* 7.50 in A= 41 .25 in S= 52inA3 = 193 inM b= 5.50 in d= 5.50 in A= 30.25 in S= 28inA3 = 76iriM b= 5.50 in d= 5.50 in A= 30.25 in S= 28ln*3 = 76 inM b= 5.50 in d= 3.50 in A= 19.25 in S= 11 inA3 = 20 inM b= 5.50 in d= 7.50 in A= 41 .25 in S= 521^3 - 193 inA4 fv= 88 psi Fv= 106 psi fb= 1341 psi Fb- 1688 psi Defl. LL= 0.08 in = U1185 Deft. Tot= 0.27 in = U358 fv= 39 psi Fv= 106 psi fb= 769 psi Fb= 1688 psi Defl. LL= 0.07 in = U1444 Defl. Tot= 0.21 in = L/458 fv=73psi Fv= 106 psi fb= 974 psi Fb= 1688 psi Defl. LL= 0.03 in = L/1914 Defl. Tot= 0.10 in = L/578 fv= 66 psi Fv= 106 psi fb= 1282 psi Fb= 1688 psi Defl. LL= 0.07 in = L/838 Defl. Tot= 0.21 in = L/279 fv= 58 psi Fv= 106 psi fb= 1065 psi Fb= 1688 psi Defl. LL= 0.11 in * L/1086 Defl. Tot= 0.33 in = L/361 9455 Ridgehaven Ct, Ste200 PAGE 7 OF San Diego, CA92123 Lyons, Warren Associates Simple Wood Beam -Glulams Job: [JesseeO.B. 3/8/2004 (619)-573-8999 Dead Live Wall Roof Floor Deck 28psf 48psf Opsf 16psf SOpsf Opsf 15psf Des.: L Trib. Roof: Trib. Floor TribDeck: Wall Height b= d- Grade: RB1 17.33ft 22.50 n 0.00 ft 0.00ft 9.00ft 5.125 in 15.0 in 24f-v4 Des.: L: Trib. Roof: Trib. Floor TribDeck: Wall Height: b= d= Grade: rt,Bi2 27.00 n 22.50ft 0.00ft 0.00ft 9.00ft 6.750 in 21.0 in 24F-V4 Wd= 765 plf Wrl= 291 ptf WfN Oplf Wdl= 0 plf Wtot= 1056 plf WtOt-Wrl= 765 plf Rd= 6629 IDS Rl= 2521 IDS Rtot= 9149 IDS Md= 28719ft1bs Ml= 10921 ft*lbs Mtot= 39640 ft*tbs Ok Wd= 765 plf Wri= 228 ptf WfN Oplf Wdl= 0 plf Wtot= 993 plf Wtot-WrN 765 off Rd= 10328 Ibs Rl= 3031 Ibs Rtot= 13409 Ibs Md= 69711 ftlbs Ml= 20798 ftlbs Mtot= 90509 ft-lbs Ok A= 76.88111*2 S= 192inA3 |= -J441 jnM Cv= 1.00 E= 1800000 psi A= 141.75in*2 S= 496ln*3 l= 5209 in*4 Cv= 0.90 E= 1800000 psi fv= 153 psi Fv= 206 psi fb= 2483 psi Fb- 3000 psi Defl. LJ_= 0.23 in = L/914 Daft. Tot= 0.83 in = U252 fv= 123 psi Fv= 206 psi fb= 2440 psi Fb= 3000 psi Defl.LL= 0.29 in = L/1113 Def|.Tot= 1.27 in = L/256 9455 Ridgehaven Ct.PAGE O OF San Diego, CA 92123 LWA STRUCTURAL ENGINEERS Established 1979 BV Project Date .Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com •V (A* LWA STRUCTURAL Established ^w, ENGINEERS 1979 BV =*-*— Date Sheet No- LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Wl 1 U ""XI, 'F*4£. '. L -M1 u) s Tu Lyons, Warren Associates 4/4/2004 (858)-573-8999 Simple Wood Beam - Paralams Job: Roof Floor Deck Wall Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height b= d= Grade: Jessee O.B Dead 13psf 47psf 47psf 15psf P'J <% 5.33 ft 0.00ft 1.33ft 0.00ft 0.00ft 1.750 in 5.5 in 2.0E . Live Snow 20 psf 0 psf SOpsf SOpsf Wd= 63 plf Wri= Oplf Wfl= 106 ptf Ws= Optf Wtot= 169 plf Wtot-Wrl= 169 plf ok Rd= Rl= Rtot= Md= MI= Mtot= Rdes= Mdes= 167 Ibs 284 Ibs 450 Ibs 222 ft'lbs 378 fTlbS SOOft'lbs 450 Ibs 600ft-|bs A= 9.63 inA2 fv= 58 psi Fv« 210 psi S= 9 inA3 fb= 816 psi Fb= 2900 psi l= 24 inM Defl. LL= 0.04 in * L/1606 Cv= 1.00 Den. Tot= 0.06 in = L/1012 E= 2000000 psi 9455 Ridgehaven Ct.t Ste 200 PAGE II OF San Diego, CA 92123 Lyons, Warren Associates 3/9/2004 (858)-573-8999 Simple Wood Beam - Sawn Lumber Job: Roof Floor Deck Walt Jessee O.B. Dead Live Snow 29psf 48psf Opsf 15psf Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H7 2.50 tt 0.00ft 5.50ft 0.00ft 7.00ft 6X6 DFLNO1 Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H8 12.00ft 6.00ft 0.67ft 0.00ft 8.00ft 6X12 DFLNOln 16 psf 0 psf SOpsf Opsf Wd- 369 plf Wri= 0 plf Wfl= 440 plf Ws= Optf WtOt= 809 plf Wtot-Wrf= 809 plf ok Wd= 326 plf Wri= 96 plf Wfl= 54pif Ws= 0 plf WlOfr= 476 plf Wtot-WrN 380 plf ok Rd= Rl= Riot* Md= Ml= Mtot* Rdes= Mdes= Rd= RN Rtot= Md= M!= MtOt= Rdes= Mdes= 461 Ibs 550 IDS 1011 tos 288ft'lbs 344fHbs 632ft*lbs 1011 Ibs 632fl*bs 1957 Ibs 898 Ibs 2855 IDS 5871 ft'lbs 2693ft"lbs 8564 flt» 2284 IDS 6851ft*«3s b= 5.50 in d= 5.50 in A= 30.25 in S= 28^3 i= 76 inM b= 5.50 in d= 11.50 in A= 63.25 in S= 121 inA3 1= 697 inM fv= 32 psi Fv= 85 psi fb=274psi Fb= 1350 psi Defl. LL= 0.00 in = U9465 Deft. Tot= 0.01 in = L/5148 fv= 46 psi Fv= 85 psi fb= 678 psi Fb= 1350 psi Defl, LL= 0.06 in = U2301 Defl. Tot= 0.20 in « L/724 9455 Ridgehaven Ct, Ste 200 PAGE OF San Diego, CA92123 Lyons, Warren Associates 3/9/2004 (858)-573-8999 Simple Wood Beam - Sawn Lumber Job: Roof Floor Deck Wall Jessee O.B. Dead Live Snow 29psf 16psf Opsf 48 psf 80 psf 0 psf 0 psf 15 psf Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H2 5.00 ft 17.00ft 10.00ft 0.00ft 7.00ft 6X10 OFLNO1 Des.: L Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H3 10.00fl 0.00ft 0.67ft 0.00ft 7.00ft 6X8 DFLNO1 Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H4 8.00ft 0.00ft 5.75ft 0.00ft 7.00ft 6x10 DFLNO1 Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H5 5.00ft 0.00ft 10.50ft 0.00ft 7.00ft 6X10 DFLNO1 Des.: L: Trib. Roof: Trib Floor Trib Deck: Wall Height Size: Grade: 3H6 9.50ft 0.00ft 5.00ft 0.00ft 7.00ft 6X10 DFLNO1 Wd= 1078 plf WrN 272 pif Wfl= 800 pff Ws= 0 plf WtOt= 2150ptf Wtot-Wrt= 1878 plf no good Wd= 137 pff Wrt= Oplf Wfl= 54 plf WS= 0 plf WtOt= 191 plf WtOt-Wrl= 191 plf ok Wd= 381 plf Wri= Oplf Wfl= 460 plf Ws= Optf WtOt= 841 ptf WtOt-Wri= 841 plf ok Wd- 609 pff Wrl= Oplf Wfl= 840 ptf Ws= 0 plf WtOt= 1449 pff Wtot-WrN 1449 plf ok Wd= 345 plf Wrl= Optf Wfl= 400 pff Ws= 0 ptf WtOt= 745 pff Wtot-Wri= 745 pff ok Rd= Rl= Rtot= Md= Ml= Mtot= Rdes= Mdes= Rd= Rl= Rtot= Md= Ml= Mtot= Rdes= Mdes= Rd= Rl= Rtot= Md= Ml= Mtot= Rdes= Mdes= Rd= Rh= Rtot= Md= Ml= Mtot= Rdes= Mdes= Rd= Rl= Rtot= Md= MN Mtot= Rdes= Mdes= 2695 Ibs 2000 Ibs 4695 Ibs 3369 ft*tos 2500 ft*lbs 5869ft*lbs 4695 Ibs 5869ft*tos 686 Ibs 268 Ibs 954 tbs 1715ft*Ibs 670 fHbs 2385 fHbs 954 Ibs 2385ft*lbs 1524 Ibs 1840 Ibs 3364 Ibs 3048fflbs 3680fHbs 6728ft*lbs 3364 Ibs 6728ft"fcs 1523 Ibs 2100 Ibs 3623 Ibs 1903 ft"tos 2625ft*tos 4528 ftlbs 3623 tbs 4528ft*lbs 1639 Ibs 1900 Ibs 3539 Ibs 3892 ft'lbs 4513ftBlbs 8405ft"lbs 3539 Ibs 8405 ft*lbs 0= 5.50 in d= 9.50 in A= 52.25 in S= 83inA3 = 393 inM b= 5.50 in d= 7.50 in A= 41 .25 in S= 52 W2 = 193 inM b= 5.50 in d= 9.50 in A= 52.25 in S= 83inA3 = 393 inM b= 5.50 in d= 9.50 in A= 52.25 in S= 8310*3 = 393 inM b= 5.50 in d= 9.50 in A- 52.25 in S= 83inA3 = 393 inM iv= 92 psi Fv= 85 psi fb= 851 psi Fb= 1350 psi Defl. LL= 0.02 in = L/2502 Defl. Tot= 0.05 in = L/1248 fv= 30 psi Fv= 85 psi fb=555psi Fb= 1350 psi Defl. LL= 0.04 in = L/3078 Defl. Tot= 0.14 in = L/865 fv= 77 psi Fv= 85 psi fb=976psi Fb= 1350 psi Defl. LL= 0.07 in = L/1424 Defl. Tot= 0.12 in = U779 fv= 71 psi Fv= 85 psi fb= 657 psi Fb= 1350 psi Defl. LL= 0.02 in = L/3194 Defl. Tot= 0.03 in = L/1851 fv= 85 psi Fv= 85 psi fb= 1219 psi Fb= 1360 psi Defl. LL= 0.12 in « U978 Defl. Tot= 0.22 in = L/525 9455 Ridgehaven Ct., Ste 200 San Diego, CA 92123 LWA STRUCTURAL Established ENGINEERS 1979 By ***^' Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject ^^ ^ Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 -Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 17 & 4 *JL- tt.l (/ A '/, LWA STRUCTURAL Established ENGINEERS 1979 By a Date - Sheet No. Subject "3^-0 fui- Job No.LYONS, WARREN & ASSOCIATES, INC, 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Ttr* /2-n, - 7 X ?, /, LWA STRUCTURAL Established ENGINEERS 1979 By Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject ^ ^ Job Na 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com I* __T" " '*5? \1£> I / tm STRUCTURAL ENGINEERS Established 1979 BV Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 0 - £,75- 6" tflctfo)^ VTmrTJWAJSTRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 Date Sheet No Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com «. /<=». LWA STRUCTURAL Established r°'!o ** 16 ENGINEERS 1979 By ^3^ Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 -Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@Iyonswarren.com t 21 \4» STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 BV Project . Date.Sheet No. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fas (858) 573-8998 • LWA@lyonswarren.com i f 1 i .x 2,-7 f fc^.r* Wfa SO. 73 ' A .A ~O,77 LWA STRUCTURAL Established *"*!?* + ~ ^ ENGINEERS 1979 By<^r|—Date Sheet No. *" LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com *l 1*7*8 4 r R-r y- 17(34+ STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 Project .Date.Sheet No. Subject Job No. 9455 Ridgehaven Court, Suite 200 - San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@Iyonswarren.com * (to -r , 7s LWA STRUCTURAL Established ENGINEERS 1979 By4/£3—Date Sheet No LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ft Ri ** Hi. 4- 7.5-* w = (7, n . _fc Kl- x*** LWA STRUCTURAL Established ***** ~ ENGINEERS 1979 By <J7^' Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject £*">*•*• <="*«. *b No 9455 Ridgebaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com TAi ftt f * W = * ii fL - -a* LWA STRUCTURAL ENGINEERS Established 1979 . Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 - Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com f* M = 97 L LWA STRUCTURAL Established ^ ^ ENGINEERS 1979 BV ** ' ' Date Sheet No- LYONS, WARREN & ASSOCIATES, INC. Subject ^U ^^ Job Na 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 -Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com .— t o1* v fee. Mt A, . - 17.7k, LWA OTDir^TITD A T PfOJeCt^ Jf^frf^ & <fi> ,STRUCTURAL Established - ENGINEERS 1979 By G? V\ Date Sheet No LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 - San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com f / fL. "ftr«- ^7^^\t^ x^ t- l^^c^l^ ? 152^ f , f Lyons Warren Associates 3/15/2004 (858VS73-8999 SEISMIC ANALYSIS - FOUR STORIES OR LESS JOB: ZONE: Z= l= Nv= Na= R= S= Ct= Ultimate? WEIGHTS Level Jessee O.B. 4 0.4 1 1.1 1 5.5 Sd 0.02 no Desc Area Diaph Partition Total Wl Seg. Shears Diaph. Shear. Fx fx wi 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 TiteRoof Main Roof Par. Walls Par. Walls 3rd Floor Par. Walls Par. Walls Mezz. Par. Walls Par. Walls Par. Walls Par. Walls 4147 sf 5209 sf - - - 45.0ft 45.0ft 5209 sf - - - - - - - - - - - - - - - - - - - - - - - 21.0 PSf 12.0 osf - - - 86.3 Plf 86.3 ptf 28.0 psf - - - - - - - - - - - - - - - - - - - - - - - 6.0 psf - - - - - 22.0 psf - - - - - - - - - - - - - - - - - - - - - - - 21.0 psf 87.1k 17.5k 4.23 psf 18.0 psf 93.8 k 18.9 k 3.62 psf 86.3 ptf 3.9k 0.8k 17 ptf 86.3 ptf 3.9k 0.8k 17 ptf 50.0 psf 260.5 k 26.2 k 5.03 psf : : : : * - - .* - - — -. ; ; : : - 188.6k 260.5k Wt= 449.1 k BASE SHEAR Vdesign= MAX(MIN(V1 ,V2),V3,X 64.152 k V1= Cv*!'/R/T"W= V2= 2.5*Ca*l/R*W= V3=0.11*Ca*l*W= V4= 0.8*Z*Nv*i/R*W= T= Ct'(hn)*0.75= 282.925 k 89.813 k 21.735k 28.740 k 0.203 0.630 "W 0.200 "W 0.048 *W 0.064-W 9455 Ridgehaven Ct PAGE.San Diego, CA 92123 Lyons Warren Associates 3/15/2004 <658)-573-8999 VERTICAL DIST W2= W1= 5T wx 188.6k 260.5 k Sumwh= vert horiz Height Fx V Fpx(R=4) Fmin f(diaph) 22ft 11ft - - 7014.4525 38.0k 0.201w4 26.2k 0.101W3 O.OOOwZ O.OOOwl 38.0k 64.2k 64.2k 64.2k 50.0k 0.201 wp 36.0k 0.246wp O.OOOwp O.OOOWD 36.0k 28.4. k 40.9k - 5.3 psf 7.9 psf - 9455 Ridgehavsn Ct PAGE^LlOF San Diego. CA 92123 Lyons, Warren Associates 3/15/2004 (858J-573-8999 Wind Analysis - Method 2,60 ft max Project: Exposure: Cq: q: I: p= Jessee O.B, C 1.3 12.6 1 16.4 xCe Roof: 3rd: 2nd: Ce= 1.31 Ce= 1.31 Ce= 1.31 Ce= 1.19 Ce= 1.19 Ce= 1.06 Fp= 21779.7 Ibs Fp= 1 5556.9 tos Fp= 15556.9 Ibs Fp= 14131.8 Ibs Fp= 14131.8fos Fp= 13846.8 Ibs b= | 145.00 tt b- | 145.00ft b= | 145.00ft b* | 145.00 ft Fbase= 95004.0 Ibs Parapet | 38.00ft or T.O. Slope Roof | 31.00ft | 37336.6 Ibs 3rd | 2i:pQ ft 1 29688.8 Ibs 2nd I 11.00ft [ 27978,7 Ibs Base 0.00 ft 9455 Ridgehaven Ct, Ste 200 PAGEV^ OF San Diego, CA 92123 SHEARRHO.XIS SHEAR WALL RHO ANALYSIS Job: Direction: Jessee O.B. Shear/sq. ft. Story Shear Story Area Roof: 4th: 3rd: 2nd: 7.30tbs/sf 5.61lbs/sf O.OOIbs/sf O.OOtbs/sf 37996 IDS 67194 IDS 67194lbs 671 94 IDS 5209 sq ft 5209 sq ft Osqft Osqft Story Roof -Wf ^M> Location A B C D E w»*f— A B C D E **F Trib Area 482 907 1019 1202 1000 599 482 907 1019 1202 1000 599 V^lb 3516 6617 7434 8769 7291 4370 6218 11701 13146 15507 12894 7728 Uallft 16 15 14 12 17.5 12 16 8 14 12 17.5 12 n 0.058 0.116 0.140 0.192 0.110 0.096 0.058 0.174 0.140 0.192 0.110 0.096 P 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 0.559 p design 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 v design 220lbs/ft 441lbs/ft 531lbs/ft 731lbs/ft 417lbs/ft 364lbs/ft 389lbs/ft 1463lbs/ft 939lbs/ft 1292lbs/ft 737lbs/ft 644lbs/ft SHEAR WALL RHO ANALYSIS SHEARRHO.XIS Job:Jessee O.B. Direction:Longitudinal Shear/sq. ft. Story Shear Story Area Roof: 4th: 3rd: 2nd: 7.30lbs/sf 5.03lbs/sf O.OOIbs/sf O.OOIbs/sf 38004 Ibs 64206 Ibs 64206 Ibs 64206 Ibs 5210 sq ft 5210 sq ft Osqft Osqft Story Roof 4th Location 1 &4r ^8 1 **n Trib Area 1670 935 2605 0 0 0 1670 935 2605 0 0 0 V«*lb 12183 6821 19000 0 0 0 20582 11524 32100 0 0 0 Uvailft 64 23 3B34& 0 0 0 64 30 *W0 0 0 n 0.050 0.078 0.167 0.000 0.000 0.000 0.050 0.060 0.167 0.000 0.000 0.000 p 0.337 0.337 0.337 0.000 0.000 0.000 0.337 0.337 0.337 0.000 0.000 0.000 p design 1.000 1.000 1000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 v design 190lbs/ft 297lbs/ft QAAik&ULu\joiu£f n Olbs/ft Olbs/ft Olbs/ft 322lbs/ft 384lbs/ft WiSWbs/ft Olbs/ft Olbs/ft Olbs/ft SHEAR HALL SCHEDULE V- 260 PLP 9/6" CDX PLYWOOD W/6d AT 6" O.C. E.N. « 13" O.C. P.M. SHBAR TRANSPER tTOP PLATg) I6d NAILS AT 4" O.C. OR "SIMPSON' A99 AT 16" O£*. 9/8'$ AB. AT 32" OR I6d HAILS AT 6" O.C. " 4*0 PLF see NOTE run S/6- CDX PLYWOOD Wfld at 9' O.C. tN. « 13" O.d. P.M. SHEAR TRANSFER fTOP PLATgJ I6d NAILS AT 23" O.C. OR "SIMPSON" A99 AT IO" OC. SILL/SOLg PL *Ng.HORA&e 9/6"* AB. AT 34' OR 164 NAILS AT 9" OC. IV 9X BLOCK'S OR 9/ft" * MB AT I*" OC. -flHg.ATHIH£ ' ATTACHMENT 1/2' CDX PLYWOOD W/IOd AT 6" O£>. E.N. « 12" O.C. P.N. SHEAR TRANSFER ffOP FLATS] 16d NAILS AT 4" OC. OR "SIMPSON" A» AT 16" Q&. PL. I ATTA£HMgNT 9/«' $ A.B. AT 92" OR l*d NAiLfl AT 4' V« 60OPLP SEE NOTE 1/2' CDX PLYWOOD n/104 AT 9" OC. E.N. I 12" O.C. P.N. SHEAR,^ TRANSPER fTOP PLATgJ •SIMPSON' A99 AT 6" OC. 9/6" ^ A3. AT 16" OR A99 AT 6" O.C. EXT. OR 2Od AT 9' W 9X BLKL4. OR 9/6" <HB AT I*" O.6. I ATTACHMENT 9/6" CDX PLYWOOD Wfcd AT 4' Oi. E.N. « 13" OS.. P.N. TRANSFER ftOP 9/ft" CDX PLYWOOD W»d AT 2" O.C. fi.N. • 12" O£>. P.N. flKBAR TRANSPBR fTOP PLATBJ V- 9*0 PLP ENOTE I6d NAILS AT 9" Of.. OR 'SIMPfiON1 A99 AT 12" •M \ MOI j PL. S/6-+ A.B. AT 24' OR t£d NAILS AT 4" O£>. V- 690 PUP SEE NOTE rj«n "SIMPSON' A99 AT 6" O£,. 9/6" «-A& BOLTS AT 19' OR A99 AT 6" O£.. EXT. OR 2Od AT 9" 0£>. «/ 9X BLK«. OR 9/6" + MB AT 16" O.C. ftHBATHINS i ATTA£HMgNT 1/2' CDX PLYWOOD kVIOd AT 4" OA. E.N. * 12" O.C. P.N. SHEAR TRANftMR fTOP PLATE] I6d NAILS AT 5* O.G. OR 'SIMPSON1 A99 AT IO" OjS. 1/2' 9TRUC I PLYWOOO WlOd AT 2" O.C. C.N. 4 12' O£>. SHEAR TRANSPER CTQP PLATBJ BOLTS AT 24" OR I6d NAILS AT 9" O£,. SX BLOCK'6 OR 5/fi* MB AT 16' O.C. •• 670 PLP SEE NOTE run •SIMPSON" A99 AT 6 SILL/MLS PL O.C. L/ 9/6"*LA* BOLTS AT 21' OR A99 AT 6" OR 9/6* MB AT 16' Q£,. fINTj O.C. EXT. W 9X BLK*. SHEAR HALL SCHEDULE NOTES I- SEE FRAMING PLANS FOR PLYWOOD 6AU-CUTS. 2. ALL PLYWOOD SH4U- BE NAILED DIRECTLY TO STUDS ACCORDING TO 9. ALL NAILS SHALL BE COMMON MIRE NAILS, U.O.N. 4. E.N. • ED6E NAILIN& P.N. • FIELD NAILINfi 9. FOR SHEAR PANEL ON BOTH SIDES OP WALL USE ONB HALF OP SHEAR TRANSPER AND SILL PL. ANCHORAGE flPACIN* 6IVEN IN THE SCHEDULE. 6. ALL PLYWOOD PANELS SHALL BE BLOCKED, U.O.N. 1. FRAMING SHALL BE 9" NOMINAL OR WISER AND NAILS SHALL BE STA6SERED AT ALL PLYWOOD JOINTS AND SILL PLATE. fl. 2"x2"x9/lfc" PLATE WASHEftS SHALL BE USED ON EACH SILL PLATE ANCHOR BOLT. 4. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7' INTO CONCRETE, U.O.N. « NOT SPACED MORE THAN 6 FEET APART. 10. CONTKACTOR-S OPTION TO USE 3/6" DlA. THREADED SIMPSON ET EFOXY w/ 4 1/4" EMBEDMENT, AND EDSC DISTANCE OF 2 9/4' AT SAME SFACIN4 SHOWN HERE IN. 11. FOR DOUBLED SIDED SHEARWALLft SEE DETAIL 12. ALL SHEAR PANELS SHALL EXTEND FROM SILL/SOLE PL. TO FLOOR/ROOF DIAFHRA4M SHBATHIN*. 19. PROVIDE A MINIMUM OP TWO ANCHOR BOLTS PER SILL PLATE WITH ONB BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. 14. FOR DOUBLE SIDED INTERIOR SHEAR WALLS WITH 9X SOLE PLATES USE S/fl" DlA. MACHINE BOLTS AT LISTED SPACING ONLY. 15. FOR 204 NAILS INSTALLATION PREDRILLIN6 IS REQUIRED. 16. NO TOE NA1LIN6 !S ALLOWED FOR SHEAR TRANSFER NAILIN6 OF SHEAR WALLS. IT USE SX TOP PLATE, POR TOP PLATE SPLICE SEE DETAIL 7 Lyons Warren Associates 3/22/2004 (858>573-899e SEISMIC ANALYSIS - FOUR STORIES OR LESS JOB: ZONE: Z= |= Nv= Na= R=s= ct= Ultimate? Jessee O.B. - Base 4 0.4 1 1.1 1 4.5 3d 0.02 no WEIGHTS Level Desc Area Diaph Partition Total Wl Seg. Shears Diaph. Shear. Fx fx 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 TiteRoof Main Roof 3rd Floor 2nd Floor Par. Walls Par. Walls 3rd Floor Par. Walls Par. Walls Mezz. Par. Walls Par. Walls Par. Walls Par. Walls 4147 sf 5209 sf 5209 sf 5209 sf - 45.0ft 45.0ft -- - - - - - - - - - - - - - - - - - - - - - - 21.0psf 12.0 psf 28.0 psf 40.0 psf - 100.0 plf 100.0 plf - - - - - - . - - - . - - - - - - - - - - - - - 6,0 psf 22.0 psf 22.0 psf - . - - - - - - - - - - - - - - - - - - - - - - - - - 21.0 psf 87.1 k 15.2 k 3.67 psf 18.0 psf 93.8 k 16.4 k 3.14 psf 50.0 psf 260.5 k 45.5 k 8.73 psf 62.0 psf 323.0 k 56.4 k 10-83 psf 100.0 plf 4.5k 0.8k 17 plf 100.0 plf 4.5k 0.8k 17 plf - _ : ; ; ; - - - - . 773.3k Wt= 773.3k BASE SHEAR Vdesign= MftX(MIN(V1 ,V2>,V3,\, 135.013 k V1= Cv"I*/R/T*W= 1001.404k V2= 2.5'Ca"l/R*W= 189.018 k V3= 0.11*CaTW= 37.426 k V4= 0.8*Z*Nv*l/R*W= 60.486 k T= Ct"(hn)A0.75= 0.121 1.295*W 0.244 *W 0.048 "W 0.078 *W 9455 Ridgohavsn Ct OF San Diego, CA 92123 Lyons Wairen Associates 3/22/2004 (858}-573-8999 VERTICAL DIST wx W4= 773.3 k W3= W2= W1= vert horiz Height Fx V FpxfR=4) Fmin «diaoh) 11ft - - - 8505.827 135.0k 0.175w4 O.OOOwS 0.000w2 O.OOOwl 135.0k 135.0k 135.0 k 135.0k 150.1k 0.175wp O.OOOwp O.OOOwp O.OOOwp - 120.1 k - 7.6 psf - 9455 Ridgehaven Ct PAGE OF San Diego. CA 92123 Glenn Mouritzen Associates 3/22/2004 (619)-275-7484 WALL RIGIDITY ANALYSIS Job: Grid: Jessee O.8. Transverse Force: [iJDkips Pier A A B C D E E F f/c c c c c c c c c t 7.625 in 7.625 in 7.625 in 7.625 in 7.625 in 7.625 in 7.625 in 7.625 in E 1125.0 ksi 1 125.0 ksi 1125.0 ksi 1125.0 ksi 1125.0 ksi 1125.0 ksi 1125.0 ksi 1125.0 ksi h 11.0ft 11.0ft 11.0ft 11.0ft 11.0ft 11.0ft 11.0ft 11.0ft d 11.0ft 8.0ft 15.0ft 15.0ft 11.0ft 14.0ft 11.0ft 6.0ft R 1225.446 590.640 2270.858 2270.858 1225.446 1996.131 1225.446 284.532 1501 MorenaBIvd PAGE OF San Diego, CA 92110 Glenn Mouritzen Associates 3/22/2004 (619)-275-7484 WALL RIGIDITY ANALYSIS Job: Grid: JesseeO.B. Longitudinal Force: 1.0 kips Pier 3 4 4 8 f/c c c c c t 7.625 in 7.625 in 7.625 in 7.625 in E 1125.0 ksi 1125.0 ksi 1125.0 ksi 1125.0 ksi h ' 11.0ft 11.0 ft 11.0ft 11.0ft d 18.0ft 6.5ft 12.0ft 15.0 ft R 3123.603 350.652 1471.119 2270.858 1501 MorenaBlvd PAGE San Diego, CA 92110 EatCDw atoa •p'a> £ o co CDeoLL V)CO03 CD-i-> QJO >-< > 5 X CO £<SectionCOCOCM CM m CMCN m CMCMCO CO m d m<*CO CQ < N.oo> CM COsi oTtotoCM OCO COCOCO oCQ CO OOo•*• CM mf-<od CM r-co CMCO CO m COm CMCO T— t— Q O CO CMO>r*- CM m CMCM 101514CO CO 5CN T— UJD OO COI--r- co •* CN inOOCO COr- CD CMo CO r- u.UJ o CNCOr- o^~ CD COOCO CNCM I--iri 00CO Ou_ o o o o o o o o o o o COCO 00o CM•*— IIb ZJ CO r^-oCMCOCO CN II E3 CO COr-> in II EZJ CO T- Cff Cg in CDtD (O r^ coiO CM IL ILCD CO.a JDX >"Q: cCDo IIL,>1E>^u_ X,',u. XLL CN IDon >.CD CD a >< Xa: X >^ >v tc X Xcc COcr_1 J£U)CON:CMxz•*tCOCMXL•r—CO"«•1— XL oo o XL oo o 7480390K oo o ce^* 06hp o o o o m CMCM o T—< Jtf3«">•^xi•M-CMCOXLoCMr* XL oo o XL oo o 3608907c oo o «;•^ s o o o o O)»n o CM< J£enT-!?XL•*mI--^inCOr-CM XL O O O xi Oo o 7415734t= oo o e ^~ p^mi o o CO COr-•<r CM T—r-CN CM O CO X.K.<0enCOXLCMOCMXLmCDr^CM XL O O O XL Oo o 3479696t: oo o ce TC COCO o o Ol COmCO CO COCO Ih^CM CM O O JCenintoT"XLCOCOT~xiCO•fl- XL OO O XL OO O 126046c oo o c•* d i o o ooCO COCO CO CO m CMCM O Q JCo«o^CM^T—t-~"?^oCO•*CM XL OO o XL Oo o 608225c oo o T: CO•*r^ o a 190818COm"CO COCOo> T- o UJ XIen^T-XLCO00CM*tr—O)tt•^ j*: ooo XL Oo o 373284e oo o Cto•»r-; o C3 117110to inCO m CNCN T— o CMUJ JCco*COXLCMCNT—XLCD•*CO xi Oa o XL oo o 288210Si oo o a±to CO o o o**CM CO O •t— •*00CN O a. J£0»«*01toXLOOoXLOOo XL In CO XL COCO m 1881578«=:•*rm CM « o d 1280845- o o o •<tCM CO CO J£u>ininXLOOoXLOOO XL at o XL CDCO in mmoo CD it± •*m •* « od •*oCOCO CO o o o *<rCOCM <•*• XL.u>r-.0001XLOOoXLOoo XL COO) O xi r-r^ CM 311062<e TTin •^ ce od oCOm••» CO o o o r-•* CD•* JCCOCOsiXL8oXLOoo XL •"- T" .*: 00CO tM•t 615154t; CO•<J; T— C d o o o o o (^ CMCN 00 XLOomCO XL OO 2624834218248955872800 COo T— omt—1*- u 3 CO X Xto ra E Ex >* CM 00 !L iLCO CO.a J2X >•CD CD A A. co 52 CMm CO CO h- T- co ajn -Qx >. SHEAR WALL RHO ANALYSIS SHEARRHO.xls Job:Jessee O.B. - Garage Direction: Shear/sq. n. Story Shear Story Area Roof: 4th: 3rd: 2nd: 26.10lbs/sf O.OOIbs/sf O.OOIbs/sf O.OOIbs/sf 18541 9 Ibs 18541 9 IDS 18541 9 Ibs 18541 9 Ibs 7105 sq ft Osqft Osq_ft Osqn Story Mm £M(? Location A B C D E F Trib Area 1582 1732 1520 636 1502 133 V«.lb 41285 45200 39667 16598 39198 3471 Uanft 19 15 15 11 25 6 Tj 0.117 0.163 0.143 0.081 0.085 0.019 P 0.540 0.540 0.540 0.540 0.540 0.540 p design 1.000 1.000 1.000 1.000 1.000 1.000 v design 2173lbs/ft 3013lbs/ft 2644!bsffl 1509lbs/n 1568lbs/ft 578lbs/ft SHEARRHO.xls SHEAR WALL RHO ANALYSIS Job:Jessee O.B. - Garage Direction: Longitudinal Roof: 4th: 3rd: 2nd: Shear/sq. ft. Story Shear Story Area 26.10lbs/sf O.OOIbs/sf O.OOIbs/sf O.OOibs/sf 139671 Ibs 139671 Ibs 139671 Ibs 139671 Ibs 5352 sq ft Osqft Osqft Osqft Story Roof Location 3 4 8 Trib Area 2395 1314 1643 0 0 0 V«,lb 62502 34291 42877 0 0 0 Uallft 18 18.5 15 0 0 0 n 0.249 0.133 0.205 0.000 0.000 0.000 P 0.900 0.900 0.900 0.000 0.000 0.000 p design 1.000 1.000 1.000 1.000 1.000 1.000 v design 3472lbs/ft 1854lbs/n 2858lbs/ft Olbs/ft Olbs/ft Olbs/tt 7 LWA STRUCTURAL ENGINEERS Established1979 By Project .Date..Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ' 77? V I i I'M* STL '1' w .. .nj»— If - 44% * im STRUCTURAL ENGINEERS Established 1979 BV Project . Sheet LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com CIA ft T. t- il w/ = - a./ '> LWA ProjectSTRUCTURAL Established ENGINEERS 1979 By <Jfrr I Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@Iyonswarren.com B*rr ( 6- 0 ft-t i «9«.11 Vim llltul * ? 2- * fQ?L M^ *#77«r W T Y17A • ^W W/"%ENGINEERS 1979 BY &" Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 -Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.cont t p' i +l ,<f*rA~« 0.77*£/ fl *•K ' 5737 T* ttk LWA STRUCTURAL ENGINEERS Established 1979 Project .Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 -Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com Vtfi f - IIj P = F- 4^, T I 1 •^ grt <J? 2.- T o // O- t u is1 LWA STRUCTURAL ENGINEERS Established 1979 Project . Sheet No. LYONS, WARREN & ASSOCIATES, INC.-Inh No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com t «_ STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 Project Date.. Sheet No. Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 -Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ji W* I9' - lSPS-7-73 Is- -341* i Q IWA STRUCTURAL ENGINEERS Established1979 Ry Project . Date Sheet No. LYONS, WARREN & ASSOCIATES, INC,Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com IV /f L 15" - LWA STRUCTURAL ENGINEERS Established 1979 *"*"* Date .Sheet No._& LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ,-7 > t /3 3*2,^ IV = -, T' ^-v /H STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 .Date.. Sheet No. Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com UN* P ufu?r~ T*&>, #r JfcZ -=74 ** •" I* -H-OH-A iv w M' * 24& - CTDJT^TTJVAJSTRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 By Project Date Sheet No Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com " LWA STRUCTURAL ENGINEERS Established1979 Ry Project . Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 •Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com W- I - ,67 nr £-2^7 M&TB-J f" tfiC * "4 *?*-. LWA pro;ect STRUCTURAL Established xv £ /I ,7 tXENGINEERS 1979 BV -*3£-±— Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 - San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@Iyonswarren.com I Cre.4-i w K— - * <•? 1***'^ "^ / / ^^> A-t. t ok A STRUCTURAL L^ ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established1979 By Project , fe .Date..Sheet No. Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com **• F, . -- W \1 f STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established1979 By Project . Date..Sheet No. _5 Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ~II4*? uj* tfor HP * 5> ^ f>2'»" | ! f p.- ,fl y» mt. r, LWA STRUCTURAL ENGINEERS Established 1979 BV Project . Date Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com . 7 M. "2." 1 7,r), RT- l LWA STRUCTURAL ENGINEERS Established 1979 BV Project . Date.. Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@ryonswarren.com M to* 4- H-Q&A LWA STRUCTURAL Established ^2; r , ENGINEERS 1979 BV ^ Date Sheet No- LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 1V * LWA STRUCTURAL Established ™}*^ A ^ &j cENGINEERS 1979 BY ^y^ °ate Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com C/S ltxM>c|fc - 4-5.4-L. Ae* v- K>/*-3-'Tlte% LWA STRUCTURAL Established ENGINEERS 1979 • By^>^' Date Sheet No LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com w -- 414 k 14 - T« LWA STRUCTURAL ENGINEERS Established 1979 BV Date Sheet No- LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com ,4 t-f L g A I 4*31.74 0, LWA STRUCTURAL Established ^'^L ENGINEERS 1979 By O"—Date Sheet No. LYONS, WARREN & ASSOCIATES, INC. Subject Job No 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com , C ^ oi. 231*.* 57. lie f X I Glenn Mouritzen Associates 4/9/2004 (619)-275-7484 CONCRETE COLUMN Job: Location-. Jessee O.B. C1 Bending Vert Loads Mdead: Mlive: Seismic: Mu= 0.0 ft kips Press Ac to calculate "c* A bars B bars A bars 'O o o * o o I <0 o 1 O A bars Bbars Size: Size: p= 0.018502944 ok Interaction Curve 100.0ft kips o= 0.8 «fr*0.7 Ac= 190.24 in*2 Ast= 1.76ln*2 Puo= 331 kips d= 13.8 in d'= 2.25 c= 4.6 in s*= 3.8 in pl= 0.85 E* 3122.0 ksi Mno= 1253.8 in kips cb= 8.1 in Pnb= 212.9 kips Mnb= 1583.3 in kips 1501 Morena Blvd San Diego, CA 92110 LWA STRUCTURAL ENGINEERS Established1979 By Project . Date.. Sheet No. LYONS, WARREN & ASSOCIATES, INC.Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com "II \Ol-(0" t * " "7 J-* ±±It*?? STRUCTURAL ENGINEERS LYONS, WARREN & ASSOCIATES, INC. Established 1979 By Date Sheet No. Subject Job No. 9455 Ridgehaven Court, Suite 200 • San Diego, California 92123-1649 • Tel. (858) 573-8999 • Fax (858) 573-8998 • LWA@lyonswarren.com 4-* T* korr j * i?,<t T- EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE «I" SANTEE, CALIFORNIA 92071 619 258-7901 FAX 619 258-7902 W. Kent Jesse & Associates 12 December 2003 2075 Corte Del Nogal, Suite "S" Project No. 01-1106E5(A) Carlsbad, California 92009 Subject: Limited Site Investigation Update Proposed Commercial Building Site 2815 Jefferson Street City of Carlsbad, California Reference: "Limited Site Investigation, Proposed Commercial Building Site, 2815 Jefferson Street, City of Carlsbad, California", Project No. 01-1106E5, Prepared by East County Soil Consultation and Engineering, Inc., Dated February 13, 2001. Dear Ladies & Gentlemen: In accordance with your request, we have reviewed the referenced soil report and visited the subject site on December 2, 2003. Site conditions were found as described in the referenced soil's report. Therefore, the recommendations provided for the proposed commercial structure are still valid with the exception that a 10-mil visqueen moisture barrier should be substituted to the 6-mil previously recommended. If we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Mamadou Saliou Diallo, P.E. RCE 54071 MSD/md L W. KENT JESSE PROJECT NO. Q1-11Q6E5 INTRODUCTION This is to present the findings and conclusions of a soil investigation for a two-story commercial structure to be located on the west side of Jefferson Street, in the City of Carlsbad, California. The objectives of the investigation were to determine the existing soils conditions and provide recommendations for site development. In order to accomplish these objectives, five (5) exploratory holes were excavated to a maximum depth of 11.0 feet; undisturbed and loose bag samples were obtained, and laboratory tests were performed. SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located on the west side of Jefferson Street, in the City of Carlsbad, California. It is presently occupied by a flower shop adjacent to Jefferson Street and a flower/ vegetable garden on the remainder of the site. The site is relatively level with gentle slopes to the west. The proposed improvements include the construction of a two-story, wood-framed, commercial structure over a parking garage. The structure will be founded on continuous and spread footings with a slab-on-grade floor system. FIELD INVESTIGATION Two (2) exploratory trenches were excavated to a maximum depth of 11 feet by a Case 580E Backhoe on January 17, "2001. In addition, three exploratory holes were excavated with a shovel and a hand auger on January 19, 2001 at the approximate locations shown on the attached Plate No. 1, entitled "Location of Exploratory Holes". A continuous log of the soils encountered was recorded at the time of excavation and is shown on Plates No. 2 and 3 entitled "Summary Sheet". The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No. 4 entitled "Uniform Soil Classification Chart. W, KENT JESSE PROJECT NO, Q1-11Q6E5 SURFACE CONDITIONS The surface soils encountered during the course of our investigation were topsoils to a depth of one foot. The topsoils were underlain by formational soils classified as Terrace Deposits (Qti) . These soils consist of light to dark brown, damp to moist, medium dense, silty sand (SM). EXPANSIVE SOILS An expansion test was performed on a subgrade soil sample to determine volumetric change characteristics with change in moisture content. An expansion index of zero indicates a very low expansion potential. GROUNDWATER Ground water was not encountered during the course of our investigation. Groundwater is anticipated at a depth greater than 100 feet. We do not expect ground water to affect the proposed development. GEOLOGIC HAZARDS A review of the available geological literature pertaining to the site indicates the existence of the Rose Canyon/ Newport-Englewood Fault Zone approximately 7.5 Km to the west. Ground shaking from this fault or one of the major active, faults in the region is the most likely happening to affect the site. With respect to this hazard, the site is comparable to others in the general area. The proposed residential structure should be designed in accordance with seismic design requirements of the 1997 Uniform Building Code or the Structural Engineers Association of California using the following seismic design parameters: PARAMETER Seismic Zone Factor, Z Soil Profile Type Seismic Coefficient, Ca Seismic Coefficient, Cv Near-Source Factor, Na Near-Source Factor, Nv Seismic Source VALUE 0.40 So 0.44 0.70 1.0 l.l B UBC REFERENCE Table 16-1 Table 16-J Table 16-Q Table 16-R Table 16-S Table 16-T Table 16-U W. KENT JESSE PROJECT NO. 01-H06E5 Based on the absence of shallow ground water and the consistency of the subgrade soils, it is our opinion that the potential for liquefaction is low. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation. This includes visual inspection; field investigation; laboratory testing and our general knowledge of the soils native to the site. The site is suitable for the proposed commercial development provided the recommendations set forth are implemented during construction. GRADING AND EARTHWORK Site grading should begin with clearing and grubbing, e.g. the removal of topsoils, vegetation and deleterious materials. The subgrade soils extending to a minimum depth of four (4) feet below finish pad grade and a minimum of five (5) feet beyond perimeter footings should be overexcavated, moisture conditioned to near optimum and recompacted to a minimum of 90 percent relative density. The actual depth and extent of removal should be evaluated in the field at the time of excavation by a representative of this firm. Grading should be done in accordance with the attached appendix A. FOUNDATION AND SLAB a. Continuous and spread footings are suitable for the proposed commer_ciai — yfereucture. Continuous footings should extend a minimum °^3J^ inches irvfcb thearjapurly cuiupu-cted fill soils . The^ footings should be 'at Yeast %£ inches wide ^nd reinforced withV-Eour #4 steel bars; two bars placed' near the top of the footings* ana the other two bars placed near the bottom of the footings. These recommendations are minimum amounts and must be verified by the project structural engineer. b. Concrete floor slabs for the driveway and parking should be a minimum 6 inches thick. Reinforcement should consist of #3 bars placed at 18 inches on center each way. Slab reinforcement should be placed within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies" . The slab should be underlain by 2 inches of clean sand over a, 6-mi_l vis queen moisture >• barrier. The effect of concrete shrinkage will result in cracks in . virtually all concrete slabs. W. KENT JESSE PROJECT NO. Q1-11Q6E5 To reduce the extent of shrinkage, the concrete should be placed at a maximum of 4 inch slump. The minimum steel recommended is not intended to prevent shrinkage cracks. *>c. Where moisture sensitive floor coverings are anticipated over the slab, the 6-mil plastic moisture barrier should be underlain by a capillary break at least 4 inches thick, consisting of sand, gravel or crushed rock not exceeding 3/4 inch in size with no more than 5 percent passing the #200 sieve. d. An allowable soil bearing value of.._2500 pounds per square foot may be used for the design of continuous and spread footings founded a minimum of 12 inches into the compacted fill soils. This value may be increased by 750 psf for each additional foot of depth and by 350 psf for each additional foot of width to a maximum value of 6000 Ib/ft2. e. Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil. An. allowable passive pressure of 150 pounds per square foot per foot of depth may be used. A coefficient of friction of 0.25 is recommended. The soils passive pressure as well as the bearing value may be increased by 1/3 for wind and seismic loading. RETAINING WALLS Unrestrained, cantilevered retaining walls with a level backfill may be designed to resist an active equivalent fluid pressure of 35 pounds per cubic foot. This pressure is based on the backfill soils being free draining and non-expansive. Backfill materials must be approved by the soils engineer prior to use. Restrained walls, such as basement walls, that are not free to rotate should be designed to resist an active equivalent fluid pressure of 55 pounds per cubic foot. SETTLEMENT Settlement of compacted fill soils is normal and should be anticipated. Based on the consolidation test results, a total settlement up to 0.50 inches across the structural span and a corresponding differential settlement up to 0.25 inches need to be considered in the structural design. W. KENT JESSE PROJECT NO. Q1-U06E5 LIMITS OF INVESTIGATION The recommendations provided in this report pertain only to the site investigated and based upon the assumption that the soil conditions do not deviate from those disclosed in the trenches. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, East County Soil Consultation and Engineering, Inc. should be notified so that supplemental recommendations can be provided. Plates No. 1 through 4, Pages L-l through L-3, References, and Appendix A are parts of this report. Respectfully submitted, Mamadou Saliou Diallo RCE 54071 MSD/md V EAST COUNTY SOIL CONSULTATION A ENGINEERING, INC. 10925 HARTLEY RD.. SUITE U SANTEE. CA 92071 SOILS - FOUNDATIONS A0. / W. KENT JESSE PROJECT NO. 01-1106E5 PLATE NO. 2 SUMMARY SHEET NO. TRENCH NO. 1 DEPTH Surface 1.0' 2.0' 3.0' 4.5' 5.0' 6.0' 9.0' SOIL DESCRIPTION TERRACE DEPOSITS (Qti) brown, moist, loose to medium dense, fine grained silty sand (SM) reddish brown, moist, medium dense, fine grained silty sand (SM) gray brown, moist, medium dense, poorly graded sand with silt {SP-SM) M gray, moist, medium dense, poorly graded sand with silt (SP-SM) 11.0' bottom of trench trench backfilled 1-17-01 112.2 119.4 114.7 111.4 5.1 6.3 4.6 6.2 TRENCH NO. 2 DEPTH SOIL DESCRIPTION Surface TERRACE DEPOSITS (Qti) brown, moist, loose to medium dense, fine grained silty sand (SM) 2.0' reddish brown, moist, loose to medium dense, fine grained silty sand (SM) 5.0' reddish brown, moist, medium dense, fine grained silty sand (SM) 5.5' bottom of trench trench backfilled 1-17-01 M MAJOR DIVISIONS COARSE GRAINED SOILS (MORE THAN M OF SOIL > NO. 200 SIEVE SIZE) FINEGRAINED SOILS (MORE THAN J* OF SOIL < NO. 200 SIEVE SIZE) GRAVELS (MORE THAN '/i OF COARSE FRACTION >NO. 4 SIEVE SIZE) SANDS (MORE THAN tt OF COARSE FRACTION < NO. 4 SIEVE SIZE) SILTS & CLAYS LIQUID LIMIT <50 SILTS & CLAYS LIQUID LIMIT >50 HIGHLY ORGANIC SOILS SYMBOL GW GP GM GC s\v SP SM sc ML CL OL MH CH OH Pt DESCRIPTION WELL GRADED GRAVELS OR GRAVEL- SAND MIXTURES. LITTLE OR NO FINES POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES. LITTLE OR NO FINES SILTY GRAVELS. GRAVEL-SAND-SILT MIXTURES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES WELL GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES SILTY SANDS, SILT-SAND MIXTURES CLAYEY SANDS, SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY SOILS. ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTY CLAYS. ORGANIC SILTS PEAT AND OTHER HIGHLY ORGANIC SOILS CLASSIFICATION CHART (UNIFIED SOIL CLASSIFICATION SYSTEM) CLASSIFICATION BOULDERS COBBLES GRAVEL Coarse Fine SAND Coarse Medium Fine SILT AND CLAY RANGE OF GRAIN SIZES U.S. STANDARD SIEVE SIZE Above 12 Inches 12 Inches To 3 Inches 3 Inches to No. 4 3 Inches to '/« Inch V. tnch to No. 4 No. 4 to No. 200 No. 4 to No. 10 No. 10 w No. 40 No. 40 to No. 200 Below No. 200 GRAIN SIZE IN MILLIMETERS Above 305 305 To 76.2 76.2 to 4. 76 76.2to 19.1 19-1 to 4.76 4.76 to 0.074 4.76 to 2.00 2.00 to 0.420 0.420 to 0.074 Below 0.074 M M 1" 5 *» £ »2« s » to / /k / xtatc=ac«y / uuk< / ^ / V. \/\ \ \7 CM IX/"' UN* t K^ 1 1 > GRAIN SIZE CHART 10 20 38 4 » UQUiO -^Mir flii. * PLASTICITY CHART 70 U 10 '00 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 U.S.C.S. SOIL CLASSIFICATION W. KENT JESSE PROJECT PROJECT NO. 01-1106E5 FEBRUARY 13, 2001 PLATE NO. 4 DIRECT SHEAR SUMMARY a.en Cflcn UJccH-tfl ff '<UJ 5 X "7"7i i 1- i ii-rii i 1i i 11 i i i i it i i i i I » i i i J_ i 1 it l L "T i ii •4- III T~i 1 1 1 1 t 11 t 1i 1 1 1 i I > 1 1 1 . | I 1 1 1 l > 1 1 t 1 1 l i 1 1 t 1 1 1 1 1 t 1™ 1 , ' ' 't* ,. '., t 1 J i. r i , , ^i • * i it i i l 1 r t , -!- L -'t t ir " rii 1._ , i i 7 ? _ - ' -A . ii 1 i i i i i 1 i i 1 1 1 i 1 t 1 1 I 1 1 1 r i i t i i • l 'L ! ft 1 , "** \f ^ -<4 i •tiii _J t -i. ., ,.li i *.• i• i it i 11 iil iiii y r / ' • 1 l 1 1 III!I I L i 1 r 1 i ) l ll< 1 i l i i i 1 1 i ( 1 1 i 1 > *! 1 1 1 1 1 1 t 1 1 1 1 i 1 I 1 , . ! .,i >1 » ti t i t i t t 1 1 i l i 1 '1 1 I 1 1 i i( ii i ir• |i »• i i •• 1 ii»i iiiii iiii •i! • i i - t t ii i '' 1 ' i i i i t i - j[__ 1 2M L [0.513! (1.0361 2 2L E2.070! NORMAL STRESS, KSF (2 Vz" SAMPLE] REMOLDED TO 90% MAX. DENSITY- 130.5 OPT. MOISTURE- 90Z BROWN SILTY SAND (SM)42' SAMPLE DESCRIPTION ANGL5 Or INTERNAL FACTION INTHHCEPT (PS": 200 EAST COUNTY SOU. CONSULTATION & ENGINEERING, INC. 10925 HARU£Y RD.. SUfTE 1. SAN7EE. CA 92071 SOILS - FOUNDATIONS W. KENT JESSE PROJECT MD =ATS: 2-14-01 0 i 2 3 _ 4 C 0)0 fe 5_a 0 6 § 7 -JOW 8 O ° 9 10 11 12 T3 14 15 ( . G-^ , - "-*—*•. - - • —— -i - i^ 3-•-* +^m •^ ^^ - ^**^-n <•-- A • • > WATER ADDE - ' D . i • i ! - X1 0.5 1.0 5.0 . 10.0 LOAD (kip / sq. ft.) Sample remolded to 90%, optimum moisture content and maximum dry density values provided by client (moisture content = 9.0 and y - 130.5 pcf) .% C SOUTHERN CALIFORNIA | S^:" SOIL & TESTING, INC.! ^ W. KENT JESSE PROJECT 3Y; DBA/KMS IOB NUMBER: 01-1106E5 ; DATE: 02/07/01 PAGE L-3 W. KENT JESSE PROJECT NO, 01-11Q6E5 REFERENCES 1. "1997 Edition, Uniform Building Code, Volume 2, Structural Engineering and Design Provisions'". 2. "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada", Page O-36, used with the 1997 Edition of the Uniform Building Code, Published by International Conference of Building Officials. 3. "Geologic Maps of the Northwestern Part of San Diego County, California. Plate No. 2, Geologic Maps of the Encinitas and Rancho Santa Fe 7,5' Quadrangles", by Siang S. Tan and Michael P. Kennedy, 1996. 10 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS 1. General Description The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported. The procedures include the clearing and preparation of the land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as shown on the approved plans. The owner shall retain a Civil Engineer qualified in soil mechanics (herein referred to as engineer) to inspect and test earthwork in accordance with these specifications. The engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. 2. Preparing Areas to be Filled (a) All brush, vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground shall be removed unless the report recommends otherwise. Any buried tanks or other structures shall be removed and the depression backfilled to the satisfaction of the engineer. (b) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least 12 inches (12"). (c) After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with ASTMD1557-91. (d) Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into the firm natural ground. The initial bench at the toe of the fill shall be at least 15 feet in width on firm undisturbed natural ground. The width of all succeeding benches shall be at least 6 feet. APPENDIX A 2 3. Fill Materials All material shall be approved by the engineer and shall consist of materials free from vegetable matter, and other lumps greater than 6 inches in diameter. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soils reports not covered herein shall become an addendum to these specifications. 4. Placing and Compacting Fill Materials (a) When the moisture content of the fill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction. (b) When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. (c) After processing, the suitable fill materials shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading insure uniformity of materials and moisture in each layer. (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2 (c) above. Compaction shall be accomplished with approval types of compaction equipment. Rolling shall be accomplished while the fill material is at the specified moisture content. In place density tests shall be performed in accordance with ASTM D1556-90. (e) The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. 5. Inspection Sufficient inspection by our firm or the Soil's Engineer of record and/or his/her representative shall be maintained during the filling and compacting operations so that he/she can verify that the fill was constructed in accordance with the accepted specifications. 6. Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until the moisture content and density of fill are as previously specified. All recommendations presented in the attached report are a part of these specifications. To: Craig Horwat Page 2 of 2 2004-05-05 19:27:35 (GMT) 19D94944052 From: Faro Barnhursl Sarnafll Inc., (Downey Office) 12010 Woodruff Ave, Suite B, Downey, CA 90241 909-660-0831 Fax 909-494-4052 800-421-1662 Email: faro.barnhurst@sarnafilus.com Sarnafll Division September 29, 2003 To Whom it may concern RE: ICC-ES Evaluation Report Please accept this letter as confirmation that we are in the process of obtaining our ICC product number and Evaluation report. Sarnafll Approvals granted by Factory Mutual and Underwriters Laboratories along with independent third party test results for our roofing systems were sent to ICC-ES in Whittier, California. ICC-ES has assigned Report number 03-08-05 for our project. Ms. Tiffany Wicks, Evaluation Specialist, is handling all the paperwork and review of the documents. Should you need additional information, or if I can be of any assistance please do not hesitate to call. Sincerely, Joseph J. Schwetz Manager of Technical Service Cc; B. Whelan S, Graveline J. Quezada D. Terry SarnafH. . ... ... . . _. „ „ .... , „Sarnafll - World Class Roofing and Waterproofing Internet: http://www.sarnafitus.com ISSarna PRODUCT DATA SHEET Sarnafil Division Tapered Sarnatherm Features: Packaging: Storage: Installation: Availability: Warranty: Maintenance: Overview: Tapered Sarnatherm is a rigid roof insulation board bonded to black facers. Sarnatherm is installed directly on the roof deck or directly on the old roof surface prior to application of the Sarnafil membrane. Composition: The core of Tapered Sarnatherm is isocyanurate foam. The standard paper facer contains recycled materials and are fiberglass-reinforced for dimensional stability. Tapered Sarnatherm is available in 4 ft x 4 ft (1.2 m x 1.2 m) or 4 ft x 8 ft (1.2 m x 2.4 m) sizes and various thickness depending upon the Sarnafil roof system, thermal resistance requirements and taper design. Tapered Sarnatherm is compatible with all Sarnafil membranes and systems without the use of a separation layer or an overlayment on most applications. Tapered Sarnatherm is in- stalled in multiple layers. The tapered configuration enhances rooftop drainage. Tapered Sarnatherm is provided in labeled bundles that are wrapped in a protective polyeth- ylene film for protection DURING TRANSIT ONLY. The amount of Tapered Sarnatherm per bundle varies with board thickness and type. Factory applied packaging is intended only for protection during transit. When stored out- doors or on the job site, the insulation should be stacked on pallets at least four inches above ground level and completely covered with a weatherproof covering such as a tarpaulin. The temporary factory-applied packaging should be slit or removed to prevent accumulation of condensation. Roof insulation which has become wet or damaged should be removed and replaced with solid, dry insulation. Tapered Sarnatherm is installed by a Sarnafil Authorized Applicator. Tapered Sarnatherm may be installed either by mechanical-attachment to the roof deck with Sarnafasteners and Sarnaplates, by full attachment with low rise sprayed urethane foam or hot asphalt, or partial attachment with foam adhesive (options depend on deck type and Sarnafil system to be installed). Contact Sarnafil regarding alternative methods of attachment. Tapered Sarnatherm is available directly from Sarnafil Authorized Applicators when used within a Sarnafil Roof System. Contact your Sarnafil Regional Office for further information. As a Sarnafil-supplied accessory, Sarnatherm is included in Sarnafil's System Warranty to the Building Owner. Sarnatherm requires no maintenance. Areas of frequent rooftop traffic may require protec- tion from damage. World Class Roofing & Waterproofing 11/02 Technical: Sarnafil provides technical support via Corporate and Regional offices. Technical staff is available to advise Applicators as to the correct installation methods of Sarnatherm. Technical Data (as manufactured) for Typell,Classl,Grade2: THICKNESS in. 0.5-1.0 1.0-1.5 1 .5-2.0 2.0-2.5 0,5-15 1 .5-2.5 1 .0-2.0 2.0-3.0 0.5-1.25 1.25-2.0 0.5-2.5 mm 12-25 25-38 38-50 50-63 12-38 38-63 25-50 50-76 12-32 32-50 12-63 SLOPE PER foot 1/8" 1/8" 1/8" 1/8" 1/4" 1/4" 1/4" 1/4" 3/16" 3/1 6" 1/2" 30.5 cm 3 mm 3 mm 3 mm 3 mm 6 mm 6 mm 6 mm 6 mm 5 mm 5 mm 12 mm AVERAGE LTTR R Value" 4.5 7.5 10.6 13.7 6.0 12.1 9.0 15.3 5.3 8.8 9.0 RSI 0.79 1.32 1.88 2.4 1.06 2.13 1.58 2.68 0.93 1.72 1.58 PRE-CUT CRICKETS 0.5-1.5 1 .5-2.5 0.5-2.5 2.0 12-38 38-63 12-63 SO 1/4" 1/4" 1/2" N/A 6 mm 6 mm 12mm N/A 6 12.1 9.0 12.1 1.06 2.13 1.58 2.13 The physical properties listed above are presented as values determined by ac- cepted ASTM test methods and are sub- ject to normal manufacturing variation. This data is offered as a service to our customers and is subject to change. "Long-term thermal resistance (LTTR) values of the foam were determined in accordance with CAN/ULC-S770 which provides for a 15-year time weighted average. **-The numerical ratings as determined by ASTM Test Method E84 are not intended to reflect hazards pre- sented by this or any other material un- der acutal fire conditions. A flame spread index of 75 or less and smoke development of 450 or less meet code requirements regarding flame spread and smoke development for foam plas- tic roof insulation. However, flame spread values do not apply to foam plas- tic insulation used in roof deck construc- tions that comply as an assembly with FM 4450 or UL 1256 (see ICC, BOCA, SBCCI and ICBO model building codes, Chapter 26). Smoke development does not apply to roofing. This product will burn if exposed to an ignition source of sufficient heat and intensity. Property Co repressive Strength Moisture Vapor Transmission Foam Core Density Flame Spread Smoke Development Dim. Stability (w/facers) VUater Absorption Service Temperature Test Method ASTM D -1621 ASTM E96 ASTMO 1822 ASTM E 84 ASTM E84 ASTM D 2126 ASTM C 209 ASTM D 2842 ~ Conditions 10% Deform - ~ foam core only - 15S "F(70 °C)/97% RH for 7 days - ~ Minimum 2O psi - - - - „ - - Typical 20 psi (1 38 kPa) <1.5 perm (85.0 ng/ (Pa-s-ma)) 2.O pet nominal 25-50" 50-170— <2.0% (L x W) <1 % by volume •0.5% -100 -F tnru25O "F (-73 "C/121 -C> FOR MORE INFORMATION CONTACT: Corporate Office Sarnafil, Inc. Roofing and Waterproofing Systems 100 Dan Road Canton, MA 02021 Tel/. (761)626-5400 1-800-451-2504 Fax: (781)828-5365 Email: webmaster@samafilus.com U.S. Regional Offices New England Ramsey, NJ Lemont, IL Norcross, GA Downey, CA Tacoma, WA Houston, TX Salt Lake City, UT Tel.: {781)821-0865 Tel-: (201)327-0479 Tel.: (630)739-9740 Tel.: (770)441-5555 Tel.: (562)401-41 51 Tel.: (253)274-1500 Tel.: (713)954-4864 Tel.: (801)575-8648 DISCLAIMER Fax: Fax: Fax: Fax: Fax: Fax: Fax: Fax: (781)821-9205 (201)327-4069 (630)739-9741 (770)441-1681 (562)401-4160 (253)274-1501 (713)780-8294 (801)355-4407 Canada Office Sarnafil Ltd. 1260 Lakeshore Road East Mississauga, Ontario L5E 388 Canada Tel: (905)271-7009 1-800-268-0479 Fax: (905)271-6608 All statements herein are expressions of opinion, which by performance and testing are believed to be accurate and reliable and are presented without any knowledge that such recommended uses may infringe any patent. No implied warranty of any kind whatsoever is made or intended. Worid Class Roofing & Waterproofing 11/Q2 To: Craig HorWat Page 1 of 2 2004-05-05 19:27:35 (GMT)19094944052 From: Faro Barnhurst Fax Memorandum :SSarna Sarnafil Division To:Craig Horwat From:Faro Barnhurst Regarding: Date: Sarnafil ICC App Number 2004-05-05 Number of Pages: Sarnafil - World Class Roofing and Waterproofing Internet: http://sarnafilus.com FORTY YEARS ROOFING SXCt'LLEHCe CAFCO SprayFilnf Intumescent Coatings Taking building design and steel fire protection to new levels! CAFCO SprayFilrrf -WB 2, WB 3, and WB 4 are water-based mtumescent coatings for the fire protection of structural steel. SprayFHm -WB 2 and WB 3 are ideally suited for use in situations where a building is already weather tight, or in retrofit applications where the surrounding areas remain occupied. CAFCO SprayFHm -WB 4 combined with CAFCO SprayFHm -Topseal is a water-based sys- tem investigated by UL for exterior applications. The CAFCO SprayFilm products are odorless and low VOC coatings that comply with governmental health and safety regulations. The application of CAFCO SprayFilm* will cause little, if any, disruption to surrounding trades or office personnel. CAFCO SprayFHm Thin Film Intumescent Systems give architects the ability to design using steel that can be decorative and aes- thetically pleasing. Structural steel no longer needs to be hidden behind ceilings and gypsum board. The SprayFilm coatings can be color matched to their surroundings, and allow steel to be left exposed to view while providing the required fire resistance rating. SprayFilm can be used on any area where smooth, durable, and decorative fire protection is required. COLUMNS W8xlO W6xl2 W8x28 WlQx49 W12xl20 COLUMNS HSS3.5x3.5x3/16 HSS5x3xl/4 HSS5x3x5/16 HSS8x6x3/8 HSS8x8xl/2 SP4x0.313 SP8x0.500 SP8x0.875 BEAMS W6xI2 W6x25 W8x28 UNPROTECTED FLOOR/CEILING ASSEMBLIES W6xl2 W6x25 W8x28 Physical Performance Standard Performance Characteristic ASTM Method WB2 WB3,WB4 Surface Burning £84 Class A Class A Durometer Hardness D2240 80 Minimum Shore D 80 Minimum Shore D impact Resistance D2794 26 inch-tb (0.30 kg-m) 55 inch-lb $.18 kg-m)Intrusion Minimum Intrusion Minimum W/D 0.33 0.44 0.68 0.84 1.64 A/P 0.18 0.23 0.29 0.35 0.47 0.29 0.47 0.79 W/D 0.5Z 0.84 0.81 W/D 0.52 0.84 0,81 Abrasion Resistance Metric (W200xl5) (W5Qxl8) (W200X42) (W250x73) (W310xi79) (HSS89x89x4.8) (HSS127x76x6.4) (HSS127x76x8) (HSS203xl52x9.5) (H$$203x2Q3xl3} (SP102x8.0) (SP219xl2.7) (SP2l9x22.0) (WlSOxlSJ (W150x37) W200X42) CWlSOxlS} (W150x37) (W200x42) D4060 Q.7411 g/1000 cycles 0.6505 g/1000 cycles Hourly Rating M/D t 1-1/2 2 3 UL DESIGNS 18 26 40 49 95 M/D 34 45 54 64 89 58 94 157 M/D 31 50 48 M/D 31 50 48 X649 • • X649 • * X649 X647* • • • X649 X647* • • X649 X647* 1-1/2 2 3 UL DESIGNS X650 X650 X650 X650 • X65Q X648* X650 X650 X650 1-1/22 3 UL DESIGNS N613 N613 « « N614 1-1/2 2 3 UL DESIGNS * » * ULC DESIGNS Z618 Z618 Z618 2613* Z618 Z613* Z618 Z613* ULC DESIGNS Z619 Z619 Z619 Z619 Z619 Z614* Z619 Z619 Z619 ULC DESIGNS 0603 0603 0606 ULC DESIGNS F908 ran * • • D902 ISOLATEK NTERNATIOWAL *1 hour only Refer to specific design for product infermalm For additional tedtflcai Information ptease contact teolatek a 800-631 -9600. CAFCO SprayFilm® Guide Specification Section 07812—Intumescent Fire Resistive Material Following is an outline/short language specification. Complete specifications for theSprayfilm Systems are available on various media upon request PART 1—GENERAL 1.1 1.1.1 SCOPE 1.1.2 This specification covers labor, materials, equipment, and application necessaryfor, and incidental to. the complete and proper installation of intumescent fireprotection for application to steel structures and supports in accordance with allapplicable requirements of contract documents. THIS specification shall be supplemented by the applicable requirements of buildingcodes, insurance rating organizations and alt other authorities having jurisdiction. 1.Z SECTION INCLUDES1.2,1 Intumescent fire protection material. 1.2.2 Top-coat protective decorative finish. 1.3 RELATED SECTIONS1-3.1 Section 05100: Structural Steal. 1 3.2 Section 05120-05500: Structural steel and metal fabrications with reference toprimer receiving fire protection materials. 1.3.3 Section 07811: Spray-Applied Fire Resistive Material..,3.4 Section Q7270: Ftrestoppmg and Smoke Seals.1.3-5 Section 09900: Painting. 1.« REFERENCES1.4,1 Underwriters Laboratories Inc. (UL) Fire Resistance Directory. 1 4.2 ULC—List of Equipment and Materials. 1.4.3 Test StandardsA. UL 263 {ASTM El 19)—Fire Tests of Building Construction and Materials.B. CAN/ULC-S101—Standard Methods of Fire Endurance Tests of Building Construction and Materials.C. ASTM E84 (UL723. CAN/ULC-S102}—Surface Burning Characteristics of Building Materials.1.4.4 Steel Structures Painting Council (SSPC) Surface Preparation Standards.1.4.5 Materiel manufacturer's current published information. 1.4.6 AWCI Technical Manual 12-B "Standard Practice for the Jesting and Inspection ofField Applierj Thin-Rim Intumescent Fire-Resistive Materials; an AnnotatedGuide". 1.5 SYSTEM DESCRIPTION1.5.1 ThB-intumescent fire protection materials shall be applied at the required thickness to provide the fire resistive ratings. 1.6 SUBMiTTALS 1.6.1 Manufacturer's Data; Submit manufacturer's specifications, inducing certificationas may be required to show material compliance with contract documents. 1.7 QUALITY ASSURANCE 1 7.1 Manufacturer—Company specializing in manufacturing fire protection products ofthis section.1.7.2 Ttw intumescent fire resistive material shall be manufactured under tha FoHow-Up Service program of UL or ULC and bear the UL and/or ULC label (mark}.1.7.3 Applicator—A firm with expertise in the installation of fire resistive or similarmaterials. This firm shall be licensed or otherwise approved by the fire resistivematerial supplier.1.7.4 Product—The product shall be approved by the architect and applicable authoritieshaving jurisdiction. l.fi DELIVERY, STORAGE AND HANDLING 1.8,1 Deliver materials to the protect in manufacturer's unopened packages, fully identifiedas to trade name, type and other identifying data. Packaged materials shafl bear theappropriate labels, seals and UL late! (mark] for fire resistive ratings and shall bestored at temperatures between 50*F flffC) and 100'F (38'C), in a dry interiorlocation away from direct sunlight. DO NOT FREES. 1.9 PROJECT/SITE CONDITIONS 1 9.1 When the temperature at the job site is less than 50*F (10*0. a minfmum substrateand ambient temperature of 50'F (10"C) shall be maintained prior to, during and aminimum of 72 hours after application. If necessary for job schedule, the GeneralContractor shall provide enclosures and heat to maintain proper temperatures and humidity Iwels in the application aieas.1.9,2 In enclosed areas, ventilation shall not no less than 4 complete air exchanges perhour. 19 3 Relative humidity shall not exceed 75% throughout the total period of applicationand drying for the intumescent fire resistive material, and must not exceed 75%throughout the application and drying for the protective decorative top-coat. 1.10 SEQUENCING AND SCHEDULING1.10.1 Applicator shall cooperate fn the coordination and scheduling of fire protection wrk to avoid delays in job progress.1.10.2 The installation of piping, ducts, conduit or other suspended equipment shall notcommence until the application of the thin-film fire resistive material is completein that area. PART 2—PRODUCTS 2.1 COMPATIBLE METAL PRIMER21.1 Primer shall be approved by manufacturer and applied in full accordance with the primer manufacturer's written instructions. M INTUMESCENT FIRE PROTECTION SYSTEM 2.2.1 The Intumescent fire resistive material shall be CAFCO SprayFilm - WB 2, - W8 3 or-WB 4 as supplied by Isolatek International or Cafco Industries2.2.2 Intumescent fire resistive material shall be applied in accordance with drawingsand/or specifications, and shall have been tested in accordance with the procedures of UL 263 or ASTM E119 or CAN/ULC-S101. and reported by UnderwritersLaboratories, Inc. or Underwriters Laboratories of Canada ^3 DECORATIVE TOP-COATING2.3,1 Top-coat materials shall be as required for color-coding, aesthetics or additionalsurface protection, and approved by the thin-film fire resistive material manufacturer. PARTS—EXECUTION 3.1 PREPARATION3.1.1 Ali surfaces to receive thin-film fire resistive material shall be clean, dry. and freeof oil, grease, loose mill scale, dirt, dust or other materials which would impairbond of the thirMilm fire resistive material to the surface. Any clearing of thesurfaces to receive fire resistive material shall be trie responsibility of theGeneral Contractor or steel erector, as outlined in the structural steel section.3.1.2 Confirm compatibility of surfaces to receive thin-film fire resistive msteriaL Stealsurfaces shall be primed with a compatible prims recommended by the thin-filmfire resistive material manufacturer.3.1.3 Provide masking, drop cloths or other suitable coverings to prevent overspray ontosurfaces not intended to be coated with intumescent coating. 3.2 APPLICATION 3.2.1 The thin-film fire resistive material shall be applied in sufficient wet film thicknesses per coat and with as many coats as necessary, to attain the required dry film thick' ness. 3.3 MOCK UP3.3.1 Before proceeding with the work, the applicator shall apply the thin-film fireresistive material to a section witnessed by the architect's or owner's represents live. The application shall be subject to theii approval and shall be used as aguide for texture and thickness of the finished work, 3.4 CLEAN UP AND REPAIR3.4.1 Upon completion of installation, all excess material, overspray and debris shall be cleared and removed from the job site. 3.4.2 All patching of and repair to thin-film fire resistive material, due to damage byother trades, shall be performed under this section and paid for by the traderesponsible for the damage. Patching shall be performed by applicators licensed orottervitjsBJiHfloveJ Uy iiijtEnsi'supplier. •— INSPECTION AND TESTING '3.5.1 In addition to continuous Wet Rim Thickness checks performsd by applicator duril application, the installed intumescent material shall be inspected by a qualifiedindependent testing laboratory for thickness in accordance with the AWCITechnical Manual 12-B "Standard Practice for the Testing and Inspection of Field Bliej Thin-Film Inlumescent Fire-Resistive Materials; an Annotated Guide",'dtliJi i uT Uie luu-erot3.5.2 The resuTU Ul' Hill iiUumj luutt shalUa maJfl available tu dll pUftiuh di Hie completionof each area and approved prior to the application of top-coat For Further Information ISOLATEK INTERNATIONAL is registered wift the ATA Continuing Education Systran (A1A/CES) For Fwthtr hifoimatKin CAFCD* technical and Sale* fltpretentatives are always anflable to lend BBSiMnce. Additional printed mattrlals. tnc!w£nn Material Safety Data Steels, and Ottwr product HtBtature. are available upon requestFor iMtefolonnaiMjn AIM oiHCAFCD*liwrfjpiBy8d fa protein In the United States: Isolatek International, Stanhope, New Jersey Tel: 800.631.9600 Fax: 973347.9170 In Mexico ft Central America: Cafco Mexico 5.A. de C.V., Mexico O.F. Tel: 525.254.6683 Fax: 525.531.7826 in Andean Countries: Cafco Andina S.A., Santiago, Chile Tel: 562.378.5120 Fax: 562.378.5121 In Canada: Cafco Industries, Toronto {Ontario) Tel: 888.873.0003 Fax: 416.679.2933 ISOLATEK Fm more deuHed product inhumation, visit our websfte at www.cafco.com «contact us at cafco@isolatek.com r[!lmta;»pW&ireb^ 0* Sa|ptei!w*uilheC«i-(Bn^m«Ki:s fci^kw^a'tfrotrasi^totorproH'^R^iita* u fits appfcalwik gcneia! «•«*•»& o fnupartv ouneft '*( totaftw »«; rawm^*^**] **Viilrt^ Isolatek International, Inc. Page 1 of 1 SprayFilm™ - WB 4 Category: SprayFilm™ Intumescent Features • UL approved for exterior applcation • Provided up to 3 hours fire resistance ratings • Easy application and clean up • Can be finished with a variety of color coated exterior finish materials • VOC compliant • Abuse resistant • Durable and decorative architectural finish http://www.cafco.com/product_char.asp?ProductID=72 5/19/2004 Isolatek International, Inc.Pagelofl ISOLATEK ABOUT US HEWS COMMERCIAL PRODUCTS INDUSTRIAL PROQUCTS INDUSTRY L1HKS JOB : OPPORTUNITIES I SprayFilm™ - WB 4 Category: SprayFilm™ Intumescent CAFCO® SprayFilm™ -WB 4 is a water-based, intumescent coating consisting of polyvinyl acetate resins and inorganic fillers for the fire protection of structural steel. CAFCO SprayFilm - WB4, in conjunction with CAFCO SprayFilm -Topseal, is a water- based system investigated by UL for exterior applications. A protective topcoat is applied over the CAFCO SprayFilm in conjunction with an exterior finish coat. The topcoat material can be any color match to provide a durable, decorative, architectural finish. To view some of the documents on this site you will need the lastest version of Acrobat Reader. Click here HHSIS! to download a free version of this software. SITEMAP HEWS SEARCH ©2000-2003 Isolated International, Inc. http://www.cafco.com/product_search.asp?productID=72 5/19/2004 CAFCO SprayFilm® Guide Specification Section 07812 - Intumescent Fire Resistive Material Following is an outline/short language specification. Complete specifications for the SprayFilm Systems are available on various media upon request. PART 1 - GENERAL 1.1 SCOPE 1.1.1 This specification covers labor, materials, equipment, and application necessary for, and incidental to, the complete and proper installation of intumescent fire protection for application to steel structures and supports in accordance with all applicable requirements of contract documents. 1.1.2 This specification shall be supplemented by the applicable requirements of building codes, insurance rating organizations and all other authorities having jurisdiction. 1.2 SECTION INCLUDES 1.2.1 Intumescent fire protection material. 1.2.2 Top-coat protective decorative finish. 1.3 RELATED SECTIONS 1.3.1 Section 05100: Structural Steel. 1.3.2 Section 05120 - 05500: Structural steel and metal fabrications with reference to primer receiving fire protection materials. 1.3.3 Section 07811: Spray-Applied Fire Resistive Material. 1.3.4 Section 07270: Firestopping and Smoke Seals. 1.3.5 Section 09900: Painting. 1.4 REFERENCES 1.4.1 Underwriters Laboratories Inc. (UL) Fire Resistance Directory. 1.4.2 ULC - List of Equipment and Materials. 03/04 1.4.3 Test Standards A. UL 263 (ASTM E119) - Fire Tests of Building Construction and Materials. B. CAN/ULC-S101 - Standard Methods of Fire Endurance Tests of Building Construction and Materials. C. ASTM E84 (UL723, CAN/ULC-S102) - Surface Burning Characteristics of Building Materials. 1.4.4 Steel Structures Painting Council (SSPC) Surface Preparation Standards. 1.4.5 Material manufacturer's current published information. 1.4.6 AWCI Technical Manual 12-B "Standard Practice for the Testing and Inspection of Field Applied Thin-Film Intumescent Fire-Resistive Materials; an Annotated Guide". 1.5 SYSTEM DESCRIPTION 1.5.1 The intumescent fire protection materials shall be applied at the required thickness to provide the desired fire resistive ratings. 1.6 SUBMITTALS 1.6.1 Manufacturer's Data: Submit manufacturer's specifications, including certification as may be required, to show material compliance with contract documents. 1.7 QUALITY ASSURANCE 1.7.1 Manufacturer - Company specializing in manufacturing fire protection products of this section. 1.7.2 The intumescent fire resistive material shall be manufactured under the Follow-Up Service program of UL or ULC and bear the UL and/or ULC label (mark). 1.7.3 Applicator - A firm with expertise in the installation of fire resistive or similar materials. This firm shall be licensed or otherwise approved by the fire resistive material supplier. 1.7.4 Product - The product shall be approved by the architect and applicable authorities having jurisdiction. 03/04 1.8 DELIVERY, STORAGE AND HANDLING 1.8.1 Deliver materials to the project in manufacturer's unopened packages, fully identified as to trade name, type and other identifying data. Packaged materials shall bear the appropriate labels, seals and UL label (mark) for fire resistive ratings and shall be stored at temperatures between 50° F (10° C) and 100° F (38° C), in a dry interior location away from direct sunlight. DO NOT FREEZE. 1.9 PROJECT/SITE CONDITIONS 1.9.1 When the temperature at the job site is less than 50° F (10°C) a minimum substrate and ambient temperature of 50° F (10° C) shall be maintained prior to, during and a minimum of 72 hours after application. If necessary for job schedule, the General Contractor shall provide enclosures and heat to maintain proper temperatures and humidity levels in the application areas. 1.9.2 In enclosed areas, ventilation shall not be less than 4 complete air exchanges per hour. 1.9.3 Relative humidity shall not exceed 75% throughout the total period of application and drying for the intumescent fire resistive material, and must not exceed 75% throughout the application and drying for the protective decorative top-coat. 1.10 SEQUENCING AND SCHEDULING 1.10.1 Applicator shall cooperate in the coordination and scheduling of fire protection work to avoid delays in job progress. 1.10.2 The installation of piping, ducts, conduit or other suspended equipment shall not commence until the application of the thin-film fire resistive material is complete in that area. PART 2 - PRODUCTS 2.1 COMPATIBLE METAL PRIMER 2.1.1 Primer shall be approved by manufacturer and applied in full accordance with the primer manufacturer's written instructions. 03/04 2.2 INTUMESCENT FIRE PROTECTION SYSTEM 2.2.1 The intumescent fire resistive material shall be CAFCO SprayFilm® - WB 2, -WB 3 or -WB 4 as supplied by Isolatek International or CAFCO Industries. 2.2.2 Intumescent fire resistive material shall be applied in accordance with drawings and/or specifications, and shall have been tested in accordance with the procedures of UL263 or ASTM E119 or CAN/ULC-S101, and reported by Underwriters Laboratories, Inc. or Underwriters Laboratories of Canada. 2.3 TOPCOAT/EXTERIOR FINISH COAT 2.3.1 For interior applications with WB 2 and/or WB 3, top-coat materials shall be as required for color-coding, aesthetics or additional surface protection, and approved by the thin-film fire resistive manufacturer. 2.3.2 For exterior applications with WB 4, CAFCO SprayFilm -Topseal must be applied over WB 4 per the specified UL design listings. 2.3.3 For exterior applications over SprayFilm -Topseal, exterior finish coat materials are required for color-coding, aesthetics or additional surface protection, and approved by the thin-film fire resistive manufacturer. PART 3 - EXECUTION 3.1 PREPARATION 3.1.1 All surfaces to receive thin-film fire resistive material shall be clean, dry and free of oil, grease, loose mill scale, dirt, dust or other materials which would impair bond of the thin-film fire resistive material to the surface. Any cleaning of the surfaces to receive fire resistive material shall be the responsibility of the General Contractor or steel erector, as outlined in the structural steel section. 3.1.2 Confirm compatibility of surfaces to receive thin-film fire resistive material. Steel surfaces shall be primed with a compatible primer recommended by the thin-film fire resistive material manufacturer. 3.1.3 Provide masking, drop cloths or other suitable coverings to prevent overspray onto surfaces not intended to be coated with intumescent coating. 3.2 APPLICATION 03/04 3.2.1 The thin-film fire resistive material shall be applied in sufficient wet film thicknesses per coat and with as many coats as necessary, to attain the required dry film thickness. 3.3 MOCK UP 3.3.1 Before proceeding with the work, the applicator shall apply the thin-film fire resistive material to a section witnessed by the architect's or owner's representative. The application shall be subject to their approval and shall be used as a guide for texture and thickness of the finished work. 3.4 CLEAN UP AND REPAIR 3.4.1 Upon completion of installation, all excess material, overspray and debris shall be cleared and removed from the job site. 3.4.2 All patching of and repair to thin-film fire resistive material, due to damage by other trades, shall be performed under this section and paid for by the trade responsible for the damage. Patching shall be performed by applicators licensed or otherwise approved by material supplier. 3.5 INSPECTION AND TESTING 3.5.1 In addition to continuous Wet Film Thickness checks performed by applicator during application, the installed intumescent material shall be inspected by a qualified independent testing laboratory for thickness in accordance with the AWCI Technical Manual 12-B "Standard Practice For The Testing and Inspection Of Field Applied Thin-Film Intumescent Fire- Resistive Materials; an Annotated Guide", before application of the top-coat. 3.5.2 The results of the above tests shall be made available to all parties at the completion of each area and approved prior to the application of top-coat. Note: The performance data herein reflect our expectations based on tests conducted in accordance with recognized standard methods under controlled conditions. The sale of these products shall be subject to the Terms and Conditions of Sale set forth in the Company's invoices. Isolatek International is not responsible for property damage, bodily injuries, consequential damages, or losses of any kind that arise from or are related to the applicator's, general contractor's, or property owner's failure to follow the recommendations set forth in Isolatek International's publications. No agent, employee or representative of the Company, its subsidiary or affiliated companies, is authorized to modify this statement. 03/04 Design No. D902 > Restrained Assembly Ratings - 1,1-1/2,2 aid 3 Hr. ^restrained Assembly Ratings - 0,1,1-1/2,2 or 3 Hr. (See Items 4 & 6) Unrestrained Beam Ratings - 1,1-1/2,2 and 3 Hr. Optional, not shown), Consisting of potyisocyanurate 3. Welded Wire Fabric -"*• Applied over concrete floor with no 4. Steel Floor and FormWne!> polyisocysnurate orurethane insulation deep galv units or 4-1/2 if"801 iatin8 shall be increased by a minimum units may be phos/ptd. MMti* (CCVW) for list of manufacturers. for cellular and partial ce!~ (Optional, not shown) - Various types of units may be used: red and applied as follows; (1) All 24, 26, 28 or 36 ir Blend 6 to 8 cu ft of Vermicuute Aggregate* to (2) All fluted. i air entraining agent Min thickness of 2 in. as (3) One or two 3 in. deepce. of the structural concrete or foamed plastic with 3 in. deep fluted or i s« Vermiculite Aggregate (CJZZ) category for (4)Any blend of fluted attics. cellular. >f Topping Mixture* - Concentrate mixed with (5)Corrugated, nom 1 -5/at per manufacturer's specifications. Cast dry units with shear wires faiOmpressLve strength of 1 90 psi as determined supports 12 in. OC throu in. or less the steel deck r Cast dry density of 31 ff or - 3.0) pcf. spacing greater than 8 in>NCRETE SYSTEMS, DIV OF stress shall not exceed 12NCKETE OF BHP STEEL BUtfRN> LTD ~ Casl *y density of 30 (+ or - 3.0) THROUGH (ID) 1. B»m - W12X14, WSX28 or W6xl2, min size, see Items 6A through 6E. 1A. Steel Joliti - (Not shown) - As an alternate to Item 1 — May be either uncoaled or provided with a shop coat of paint Composite or noneomposite. Welded or bolted to end supports. Designed per SJJ. specifications for a max design stress of 30 kst. The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick. Bottom chords shall consist of two round bars measuring 0.566 in. in diam. Bearing plates shall consist of two angles measuring I-J/2 by 2 by 0.1 SB in. thick and 5-1/16 in. long. Web members shall consist of 0.565 in. diam bars. The min depth and weight shall be 8 in. and 4.9 Ib/ft, respectively. IB. Steel Joiiti — (Not shown) — As an alternate to Item 1 — Composite or noncomposite and welded or bolted to end supports. May be uncoated or provided with a shop coat of paint. Designed per S.J.I, specifications for a max design stress of 30,000 pat. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chorda shall consul of two round bars measuring 0.675 in. in diam. Beating plates shall consist of two angles measuring 2 by 1 by 0.192 in, thick and shall be min 4-15/16 in long. The second web member at each end shall consist of 0.654 in. diam round bar. All remaining web members, including the end web members, shall consist of 0.774 in. diam round bars. Bridging per S.J.I, specifications is required when noncomposite joists are used, 1C. Steel Joitti — (Not shown) - As an alternate to Item 1 - Composite or noncomposite, welded or bolted to end supports. May be uncoated or provided with a shop coat of paint Designed per S.J.I, specifications for a max design stress of 30,000 psi. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chord shall consist of two round bars measuring 0.675 in. in diam. The second web member at each end shall consist of 0.654 in. diam round bar. All remaining web members, including the end web members, shall consist of 0.774 in. diam round bars. Bridging per S.I.1. specifications is required when noncomposite joists are used. ID. StMl Joistj — (Not shown) — As an alternate to Item 1 - May be either uncoated or provided with a shop coat of paint. Composite or noncomposite. Welded or bolted lo end supports. Designed per S.IJ. specifications for a max design stress of 30 ksi. The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick. Bottom chords shall consist of two round ban measuring 0.566 in. in diam. Bearing plates shall consist of two angles measuring 1-1/2 by 2 by 0.188 in. thick and 5-1/16 in. long. Web members shall consist of 0.565 in. diam bars. The min depth and weight shall be 8 in. and 4.9 Ib/ft respectively. 2. Normal Weight or Lightweight Concrete — Normal weight concrete, carbonate or siliceous aggregate, 3500 psi compressive strength, vibrated. Lightweight concrete, expanded shale or slate aggregate by rotary-kiln method or expanded clay aggregate by rotary-kiln or sintered-grate method, 3000 psi compressive strength, vibrated, 4 to 7 per cent entrained air. 17-1J3JT-1J347-Lil J.JM J-IM'3-1/1 4-1 Jit 'With 2 and 3 in. deep steel floor units only. Types 2W24 2W1BRMOD.N.'NF; CMrrELLC~ &8tdry deQBity of 37 (+ or- i .j 3 f_ Types Mac-Lok 2^ #2> Cast dry density of 16 (+ 01 -) 3 pcf. NFC; 30 in. wide^f Topping Mixture' - Foam concentrate mixed MDW, 2-633 MT^nt and UL Classified Vermiculite Aggregate Types 1 and2 ation instructions. Casl dry density of 33(+or DECK WEST INOressive sirength of min 250 psi as determined BA-DW, Inverted*! C495-86. 2-DW and S-DW'CRETE L L C - Mix #3. No, 12* Wself-^RPOFAMERICA-Typell.Muj*! of cast dry EPIC METALS C> 3-° fc(' M™ H of cast &y density 40 (•*- or -) inverted EC300 if cast *& density 47 (+ OT -> 3-° I»f- 30m. wide Typef"1"*3;, .. " EC266 ECP266"'1 ofP ertlle Aiffos"* * to 94 Ib of Portland 'f ntrainul8 a8«"- Min InicVness 2 in. as measured Resiatancc FtYNN CANAD^Optional-not shown) - For use only with vermiculite HAMBRO STHttem 14B) concretes-Rigid polystyrene CANAM STEELi having slots and/or holes sandwiched H H ROBERTSOP crete slurry which is applied to the noimal or UKX, 21 or 21 in^ace and veimicuiite concrete topping (Item in. wide GKX, Gbe 8 in. 1 2 in. wide NKC^YX) category in Building Materials Directory or joints of 99, 121, V) Category in Fire Resistance Directory for list of in. OC. Side joint! be fastened togelt (Not Shown) — For use only with cellular or perlite self-tapping steel ' 48 by max 8 in. thick polystyrene foamed ROOF DECK INC having a density of 1 .0 (+ or - 0. 1) pcf, encapsulated 24 in. wide Types Each insulation board shall contain six TOMEN BUILDIIoles oriented in two rows of throe holes each wide Types LXRl in. OC transversely and 16 in. OC longitudinally. LXR-3W; 36 in. KYX) category in Building Materials Directory or UNITED STEEL W category in Fire Resistance Directory for list of or 3 in. LOK-Flo- Type 1-1/2 in. B-i*ri«l»* - (Optional, not shown) - Consisting of N-LOK and N-LUn insulations described herein which provide VFJH.CO MFC CCS*. See Built-Up Roof Covering Materials in 30 in. wide, B, B - (Optional, not shown) - various types of insulated W2 or W3 units pplied'in the thickness indicated. W3 units, respec«n«et* - M» consists of 6 cu ft of Vermiculite VALLEY JOIST > ">s of Portland cement and 6 ox of air entraining 2. ss to be 2 in min from the top plane of steel roof VULCRAFT, DP NUCOR CORP -L CORP OF AMERICA - Types MSI 6-U, MSV l.5VLP;24or3( WALKER SYS!?** - Mix consists of 6.2 cu ft Perlite Aggregate* WHEELING COt|ana' cement and 1-1/2 pt air entraining agent WHEELING-PIIr™^ 8" Psi nun. SB-BI6LF, -ISffiregate (CFFX) category for names of Classified -300, SB-B16LT TypeSB-P21LP"IcalionMalk -P21LF.-P31LF B16LF,B16LFT 36 in. wide Typi 36 in. wide Typi SB, 3.0 SB; Uni t, 1-1/2 in Wireway. Components for Ge Raceway bottom - Raceway covet pla! Raceway divider — Raceway isolation I Spacing of welds al 24, 36 in. wide unit OC for 18 in. wide specific units types 36 in. OC along ait' type side joints we! ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER. CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright O 1999 ICBO Evaluation Swvtee. Inc. ER-3414 Reissued August 1. 1999 Filing Category: INSULATION (128) (NSULFOAM EXPANDED POLYSTYRENE INSULATION PREMIER INDUSTRIES. INC-/dba INSULFOAM 1019 PACIFIC AVENUE. SUITE 1501 T ACOMA. WASHINGTON 98402 1.0 SUBJECT Insutfoarn Expanded Polystyrene (EPS) Insulation. 2.0 DESCRIPTION 2.1 Material*: 2.1.1 Insulfoam EPS Board*: Insuffoam EPS Is a molded, dosed-cefl. expanded polystyrene foam plastic In the form of boards and architectural shapes. Thermal resistance (/rvalue) for the different densities is shown In Table 1. The maximum thickness for boards is 5 inches. Boards have a maximum flame-spread rating of 25 and a maximum smoke- density rating of 450 when tested in accordance with UBC Standard 8-1. 2.1.2 Insulfoarn EIFS Grade (IEG) Board: These boards have a minimum density of 0.90 pcf and are used as acompo- nent in exterior insulation and finish systems (EIFS). The boards have more restrictive requirements for conditioning, product dimensions, marking and packaging. 2.1.3 R-Gard One-Coat Stucco Board: H-Gard One-Coat Stucco Board consists of 1-incn-ihJck (25.4 mm), nomi- nal-l-pd-dansfty. EPS insulation boards with a nominal 1.5-mil plastic facer adhered to both sides. The boards are available in several configurations. Sheets 2 feet (610 mm) or 4 feet (1219 mm) wide are available in 8-foot (2438 mm) lengths, with either Vrby-V^inch (I2.7by 12.7mm) shtplap joints or tongue-and-groove joints on the tong edges; sheets 49 inches (1245mm) wide are available in 8- to 10-foot (2438 to 3048 mm) lengths, with shiptap joints on the long edges; sheets 48 inches wide (1219 mm) are available Inft- to 1 (Hoot (2438 to 3048 mm) lengths, with square edges. The boards may have nominal Vg-incrHivide-by^Vinch-deep channels spaced a maximum of 12 inches (305 mm) oh center on the back face of the board. See Figure 2 for additional detafls on the board edges. 2.1.4 Polyethylene Tape: Insutfoam R-Gard polyethylene tape is lor use on joints of R-Gard One-Coat Stucco Board. The tape is 9.0 mils (0.23 mm) thick and 2 inches (51 mm) wide, and Is supplied in 36-yard-tong (32 918 mm) rolls. 2.2 Uses: Insutfoam EPS is used as a general, nonstructural. thermal insulation material (i.e.. walls (exterior and cavities), roofs, panels (sandwich or structural), door cavities, perimeter of foundations and basements (outside or inside)}. The interior of the building must be protected by a thermal barrier as required by Section 2602.4 of the code, except as described in Sections 2.3.1 and 2.3 2 of this report 2.3 Special Use*: 2.3.1 Attic* and Crawl Spaces: Insutfoam EPS boards may be used on exterior waBs of attic and crawl spaces with no covering applied to the attic or crawl space side of the foam plastic, provided of of the following conditions are met: 1. Entry to the crawl space is onty to service utffities. and heat-producing appliances are not permitted. 2. There are no interconnected attic or basement areas. 3. AJr In the attic or crawl space is not circulated to otherparts of the building. 4. 5. 6. Section 2306.7 of the code, as applicable. Boards having a maximum nominal density of 1 pcf are permitted to be a maximum of 3 inches (76 mm) in thick- ness. and boards having a maximum nominal density of 2 pcf are permitted to be a maximum of 2 inches (51 mm) In thickness. Boards used in crawl spaces are limited to those manufactured from BASF Styropor BF or BFL, or NOVA Chemical Corporation Dytite* M77 grade beads; and are labeled as shown in Figure 1 . 2.3,2 Attics: Either Insutfoam EPS or R-Gard One Coat Stucco Boards may be used on the wafts of attic spaces with no covering applied to the attic side of the foam plastic, pro- vided aXdt the following conditions are met 1. Entry to attic space is ooty to service utilities, and heat- produdng appliances are not permitted. There are no interconnected attic areas, AJr fn the crawl space is not circulated to other parts of the building. Ventilation complying with Section 1505 of the code is provided. Insutfoam EPS boards having a maximum nominal densi- ty of 1.5 pcf are permitted to be a maximum thickness of 1 Inch (25.4 mm). 6. Insutfoam EPS boards used in attic spaces are limited to those manufactured from NOVA Chemical Corporation Oytite® M33 grade beads, and are labeled as shown inFigure 1. 2.3-3 Weather-resistive Barrier: The R-Gard One-Coat Stucco Boards may be used as an equivalent to Grade A, B or C paper specified In U8C Standard 14-1 when the irisula- tion boards are covered either with exterior plaster complying with Section 2508 of the code or with a cementitious exterior wall coating recognized in a current ICBO ES or NES evalua- tion report. The R-Gard boards must be specifically recog- nized for this use in the evaluation report on the cementitious 2. 3. 4. 5. Evaluation reports of ICBO Evaluation Service. Inc., are issued safety to provide information to doss A membtn of ICBO, uti&ang At code upon which the report u based. Evaluation reports are not to be constmedas rtpretentinf esthetics orany ^erettrib^ex not Spedfic4LUj addressee nor as an endoneinent or rft^mmtn- dorian /or useofthejubjtel report _ _ — -— — — —— — This report a based upon independent tests or other technical data submitted by the applicant. The tCBQ Evaluation Service, Inc. technical staff hoi revuwtd the test results and/or otkerdata. but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service lac. express or implied, as to any -finding" pr other matter in the report oras to anj,product catered by the report This duclaimer incudes, but is not KmUej to merchantability. Pag« l of 5 page 2 Of 5 exterior coating system. See Figure 3 for typical Installation details. The 2- and 4-foot-wide (610 and 1219 mm) boards with tongue-and-groove joints on the long edges are oriented hori- zontally, and the tongues must face upward. The 2- and 4-foot-wide (610 and 1219 mm) boards with shi- dapjoints.andthe48-and49-inch-wide(1219and1245mm) boards with square edges, are oriented vertically. Joints must occur over framing and must overlap a minimum of V2 inch 02.7mm). The R-Gard Stucco boards are fastened to exterior framing spaced a maximum of 24 inches (610 mm) on center, except where further limited by the wall covering. The boards are at- tached to framing using minimum 6d ring-shank nails and1 V16-inch-diameter (23.8 mm) plastic washers, or equivalent, spaced at 12 inches (305 mm) on center Joints between boards, and comers created with the board, must be taped with the Insulfoam polyethylene tape centered over the Joint R-Gard Stucco boards must be installed with a weep screed. 2.4 Board Production: The boards and architectural shapes are produced at the In- sulfoam plants following the Premier Industries. IncJ Insutfoam Quality Control Program, Quarterfy, unannounced inspections are conducted by Underwriters Laboratories Inc. 2.5 Identification: Examples of marking for the EPS boards are shown in Fig- ure 1. Labeling on Insulation boards to be used In accordance with Section 2.3.1 also Includes the wording "BASF BF." 'BASF BFL" or "NOVA Chemicals Dylite M77.' Labeling on InsgHoam EPS boards to be used in accordance with Section ER-3414 2.3.2 also includes the wording 'NOVA Chemicals Dyfite M33." R-Gard Stucco boards are marked on the facer with the In- sulfoam name, plant Identification, thermal characteristics, surface-burning characteristics and name of the quality con- trol agency (Underwriters Laboratories Inc.). A certificate not- ing the material type, manufacturer's names, plant Identifica- tion number, project name, project location. UL. label, surface-burning characteristics and physical characteristics of the EPS board is issued to the owner of the project. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Foam Plastic Insulation (AC 12), dated January 1996. 4.0 RNDINGS That the Insutfoam expanded polystyrene insulation de- scribed In this report compiles with the 1997 Uniform Bulling CooW, subject to th* following conditions: 4.1 Insulation boards are HmHod to nonstructural applications with other materials used to brace walte and racist horizontal fore**. 4.2 lnaul«Uonbowd«w«*«p««todlromth«lntark>rof the budding with a thermal banter complying wfth Section 2602 of the code, such as minimum Vrtach-thJck gypsum waflbowd Installed In accor- dance wtth Chapter 25 of the code, except u de- scribed In Sections 2.3. Land 2.3.2 of this report. 4.3 insulation boards are manufactured at the Insul- foam facilities listed in Table 2 wtth quality control Inspections by Underwriter! Laboratories Inc. (NER-OA403). This report to subject to re-examination In two years. TABLE 1 TABLE 2 NOHMAL OBfimr (pd> l___J— _~125 1.5 2.0 UINMUM DENSITY (pef) 0.9 1.15 1.35 1.8 AWUJEPERMCHTHCKNE3S AT 75*F 3.6 3.8 4.0 4.2 LOCxnoKs OF maoER MDUSTTDES, MCJOM'B tnsulfown 628 Western Drive Anchorage, Alaska 99501 Insulfoam3401 West Cocopah StreetPboeaix. Arizona 85009 lonilfoam 6686 Schaefer Avenue China, California 91710 Insutfoam U55 Industrial Place Oixon. California 95320 Insulfoam 12601 East 33ri Avenue— Unit 114 Aurora, Colorado BOOM Insulfoam RRI Box 101Mead. Nebraska 68041 Insutfoam3524 Broadway S.E. Albuquerque. New Mexico 87105 InsaUoajn 1215 West First Street The Dalles, Oregon 97058 Insulfoam 3760 West. 2400 South. Unit B West Valley City. Utah 84120 Insulfoam 19041 ROth Avenue SouthSouth Kent. Washington 98032 LOCATION NUMBERS FOR PRODUCT DEHDFICATION 1-62 1-65 1-64 1-63 1-42 1-41 1-67 1-66 1-43 1-61 ui y ER-3414 ALL INSULFOAM PLANTS PRODUCING EPS BOARDS WILL DISPLAY THE FOLLOWING ON EACH BOARD: SHORT EDGE OF BOARD: PirSQA AGENCY SEE CERT PIH LONG EDGE OF BOARD: LONG EDGE OF BOARD:EPS PfllCBOES ER-3414 Ml X PLANT BENTIBCAnON NUMBERS(Ml. M2. M3 AND Ml THROUGH ~ FOR I PLANTS) Pll EVALUATION REPORT NUMBER LONG EDGE OF TYPE IEG: (EG LONG EDGE OF BOARD: PIIIC8OESER-34M LONG EDGE OF BOARDS FOR ATTICS OR CRAWL SPACES: LONG EDGE OF BOARD: BASF EPS g^2ES Ml Pit - PREMIER INOUSTRtES. INC. ( - MSULFOAM MANUFACTURED FROM BASF STYROPOR BL OR BFL. OR NOVA DYUTE M77 OR M33 EPS BEADS FIGURE 1—MARKING page 4 of 5 ER-3414 ,- WZ"«< 1/4" Channel ,' 12" o.c. max.Sit* -v—^-I 5 •f r&I v-i * StUpiap Joint For SI: I tadi «25.4mm. FIGURE 2— fWSARD EDQE DETAILS Sill Flashing 2x Stud R-Gard Wire Lath Coat Stucco ,» i..J Weep Screed Anchor Bolt Concrete Slab or Footing Tongu* and Groove RGURE a-TYWCAL INSTALLATION DETAILS FOR R-GARD BOARD INSULATION AS A WEATHER-RESISTIVE BARRIER Pag&5of s ER-3414 Wood or mclof ituds H-Co'd 49 "a"' or 49'x9* •/shiplop edge SNpfop Joint ever »tu< ccvervd with 4-Cord lope 2' 3-Gard tape e«c' joint insolation fasttntrs l' oe S3 pietc with anchor oo-te at req'd Concrete * WMe VtftkMl 8he«t» fceteKTe 00. <>0 Off '00000'00000*'00090.90000 Wood or metal ctudi R-Cand 2x0 4x8 TAG Butt joint over itud. covered vfth R~-GOT« lope I-Cord tcp* yver jaWit insulotion fasteners 1* oc Sal plcte with anchor botu a* req'd Concrete R-Qafd Horizontal Ptecea m* For SI: I indi = 25.4 mm, I foot = 304.8 nun. FIGURE 3-TYPICAU INSTALLATION DETAILS FOR H-GARD BOARD INSULATION AS A WEATHER-RESISTIVE BARRIER—(Continued) ICBO Evaluation Service, Inc. 6360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 2000 ICBO Evaluation Service, Inc. ER-5161 Reissued March 1, 2000 Filing Category: FOAM PLASTIC PROTECTION (098) FC-90 FOAM COAT FOAM PLASTIC PROTECTION HAMILTON MATERIALS, INC. 345 WEST MEATS AVENUE ORANGE, CALIFORNIA 92665 1.0 SUBJECT FC-90 Foam Coat Foam Plastic Protection. 2.0 DESCRIPTION 2.1 General: FC-90 Foam Coat is a gypsum-based, glass-fiber-reinforced acrylic coating intended to be used as a foam plastic thermal barrier. The mix contains 0.25 percent chopped fiberglass. FC-90 Foam Coat is applied over expanded polystyrene (EPS) foam which has a nominal density of 1.0 pound per cubic foot and a minimum density of 0.90 pound per cubic foot (13.95 kg/m3}. The FC-90/EPS system is used on walls and ceilings and decorative free-standing architectural shapes, and as a trim in corners formed by walls and ceilings. The sys- tem has a flame-spread rating of less than 25 and a smoke- developed rating of less than 450 when tested in accordance with UBC Standard 8-1. The coating may be applied to foam plastic up to 24 inches (610 mm) thick. Application limitations are noted in Figure 1. The product has a 90-minute chemically hardening set time. 2.2 Application: The FC-90 Foam Coat Foam Plastic Protection is mixed with water at a ratio of approximately 2 gallons (7.4 L} of water per 25-pound (11.4 kg) bag of FC-90 Foam Coat. The mixing is by an electric drill with a paddle or a continuous mixer which brings the mixture to a working consistency. The FC-90 Foam Coat is troweled onto the surface of EPS [maximum 24-inch-thick (610 mm}] to a minimum thickness of 1/4 inch (6.4 mm) and a maximum thickness of 3/g inch (9.5 mm), in accordance with the manufacturer's instructions. The coating is applied over an EPS recognized .in an ICBO ES evaluation report. The EPS can be directly adhered to gyp- sum wallboard using FC-90. See Figure 1 for details of typical application. The FC-90 mixture can also be used to install decorative EPS trim. A 1/e-inch (3.2 mm) thickness is troweled onto the surface which is to receive the EPS trim. Next, the FC-90 is applied to the trim surfaces to a minimum 1/8-inch (3.2 mm) thickness. The EPS trim is pressed into the wall/ceiling cor- ner. The mixture acts as an adhesive in attaching the trim to the wall/ceiling. A minimum set time of 2 hours is allowed before application of FC-90 mixture to the exposed EPS trim. This final application of the FC-90 Foam Coat mixture is by troweling the mix to a minimum thickness of 1/4 inch (6.4 mm). FC-90 Foam Coat should be cured a minimum of 24 hours. When EPS is coated with FC-90 Foam Coat and used only as a molding, the length of the molding, without coating the ends, will be proportional to the volume contained in a 24-inch-by-24 inch-by-48-inch (610 mm by 610 mm by 1219 mm) block. Table 1 gives examples of maximum length ver- sus molding size and volume. The FC-90 mixture can also be used to install decorative EPS trim as shown in Sections 2.2.1 and 2.2.2. 2.2.1 Uncoated EPS Shapes: Using a 1/4-inch-square- notched (6.4 mm) trowel, apply FC-90 mixture to 1/8-inch (3.2 mm) minimum thickness on the surface which is to receive the EPS shape. Using the same trowel, the FC-90 is also applied to the corresponding trim surface to a minimum 1/8-incn (3.2 mm) thickness. The shape is then pressed into the coated substrate surface(s). A minimum set time of two hours is al- lowed before application of FC-90 Foam Coat to the exposed EPS shape. This final application of the FC-90 Foam Coat must be applied to a finished minimum thickness of 1/4 inch (6.4 mm) using a method suitable to achieve said thickness. 2.2.2 Coated EPS Shapes: Only surfaces to be left exposed after installation must be pre-coated. Uncoated surfaces and the substrate to which the shape is to be applied must be treated as described in Section 2.2.1. 2.3 Identification: Each bag of FC-90 Foam Coat Foam Plastic Protection bears the product name, the manufacturer's name, the evaluation report number (ER-5161), the plant location, the application instructions, the set time for insulation type (FC-90), and the batch number. 3.0 EVIDENCE SUBMITTED Report of fire tests conducted in accordance with UBC Stan- dards 26-3 and 8-1. 4.0 FINDINGS That the Hamilton Materials, Inc., FC-90 Foam Coat Foam Plastic Protection described in this report complies as a thermal barrier for expanded polystyrene foam plastic insulation under the 1997 Uniform Building Code™, sub- ject to the following conditions: 4.1 The material and application comply with this report and the manufacturer's instructions. 4.2 A minimum 1/4-Inch (6.4 mm) thickness of FC-90 Foam Coat is applied over EPS foam having a nomi- nal density of 1.0 pound per cubic foot and a mini- mum density of 0.9 pound per cubic foot (13.95 kg/m3), a maximum flame-spread rating of 25, and a smoke-developed rating of no more than 450. 4.3 The EPS foam must be recognized under a current ICBO ES evaluation report. 4.4 The FC-90/EPS applications are as described in Figure 1. 4.5 Structural calculations on columns for compliance with Section 1610.2 of the code are submitted to the building official for approval. This report is subject to re-examination in two years. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, butis not limited to, merchantability. Page 1 of 3 ER-5161 TABLE 1 MOLDING TYPE Square Triangular Square Triangular MOLDING SIZE (Inch**} 24x24 24x24 14 x 13.5 12x24 EPS AREA (Inch***) 576 288 189 144 MAXIMUM LENGTH (teat) 4 8 12 12 For SI: 1 inch = 25.4 mm, I inch2 = 645.2 mm2,1 foot = 304.8 mm. Notes: 1. Maximum length limited to 12 feet regardless of volume. 2. For other molding shapes, the area must be determined. SECTION A.A L-34- {AffitiWKMNHEPS! SECTION A.A M1NMUM WTHiCKNESS OF FOAM COAT ON ALL SURFACES OF EPS FO*M EPS FCMM ADHERED WfTH W FOAM COAT TO EXTEND LENGTH MAXIMUM DIMENSION OF EPS LIMITED TO 24 INCHES. ISOLATED DECORATIVE COLUMN HAMILTON MATERIALS Ceiling 1M" minimum thickn*M of Foam Coat at all EPS surface. Floor TYPICAL HALF COLUMN SECTION B-B For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. FIGURE 1—TYPICAL APPLICATIONS ER-5161 Gypsum 1/4" Min. Foam Coat on all surface SECTION A-A 1, Maximum EPS Block is 2'-0" x 2'-0" x 4'-0" long. 2. All EPS surfaces must t>e coated with 1/4" minimum thickness of Foam Coat 3. EPS lo EPS contact surface to be adhered with 1/4" minimum Foam Coat. 4, EPS surface is to be adhered to 1/2" or 5/8" gypsum wallboard at wail and ceiling surfaces with 1/4" minimum thickness of Foam Coat. For SI: 1 incb = 25.4 mm, 1 foot = 304.8 mm. FIGURE 1—TYPICAL APPLICATIONS—(Continued) IAN-18-2005 TUE 01=48 PM CITY OF CARSLBAD City of FAX NO. 760 602 8558 Carls P. 01 CERTIFICATE OF CO* »LIAN€£ PAYMTCNT OF pCHOOLJFEES OR I y^ER MITIGATION This form must be completed by the City, the appticantj and prior to issuing a building permit. The City win not issue any Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name); Project Description: Building Type: Residential: Second Dwelling Unit: Square Feet of Living Area in the apf opriate school districts and returned to the Chy buildingjoertnit without a completed school fqe form, Number of New Dvijalling Unil Square Feet of Living Area in Residential Additions: Commercial/Industrial: City Certification of Applicant Information: Net Square Feet New Area Square Feet Floor ^rea Q -j ry Encfaiitas Union School District 101 South Kancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) Certification of Applicant/Owners. The person executing thii declaration information provided above is comet and true to the best i if the certification of payment and paMhe additional fee if Own*/ footage after the building penp&is issued or if the initial that (2) the Owner is the o^e//develqper/^f the above described pro) authorized to sign on beha Signature: Revised 4/20/00 1635 Faraday Avenue • Buitdina Counter San 710 Carlsbad, CA "(760V 602-2719 r slew Dwelling SOU OOL DISTRCTSTWITHIN THE < TV OF CARLSBAD arlsbad Unified School District 6225 El Camilla Real lsbadCA 92009 (331-5000) wcos Unified School District arco5,CA 92069 (290-2649) Con1 ct: Nancy Dolce (By Appt OiUy) iejuito Union High School District nclnJtas Blvd. Enci itas, CA 92024 (753-6491) Owner") certifies under penalty of perjury that (1) the Owner1^ knowledge, and that the Owner will file an amended increase in the number of dwelling units or square D| units or square footage is found to tie incorrect, and (s), or thai the person executing this declaration is Date: 93008-7314 * (760) 6O2-27QO FAX (?6O> 602-8666 1AN-18-2005 TUE 01:48 PM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 02 SCHOOL DISTRICT (To be CHOOL *E CERTIFICATION completed by the sdiool districts)) THIS FORM INDICATES THAT THE S PROJECT HAVE BE SCHOOL DISTRICT: The undersigned, being duly authorized by developer, builder, or owner has satisfied th the applicant listed on page 1 has paid all mitigation determined by the School District :HOOL DISTRICT REQUIREMENTS FOR THE EN OR WLL BE SATISFIED. re applicable School District, certifies that the > obligation for school facilities. This is to certify that amounts or lompteted other applicable school The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER AYLEN FREEMAN DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 Revised 4/20/00 06-17-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR05079 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project TiU&; plicant: COMMERCIAL AIR SYSTE 2815 JEFFERSON ST CBAD PCR 2031102900 Lot#: $0.00 Construction Type: KENTTESSE BLDG-DEFERRED SUBMI MECHANICAL/HVAC 0 NEW Status: ISSUED Applied: 04/21/2005 Entered By: RMA Plan Approved: 06/17/2005 Issued: 06/17/2005 Inspect Area: l3526J£J_OS^eCHES RD 92021 619820-6628 Owner: JESSEE WILLIAM K 2075 CORTE DEL NOGAL #S CARLSBAD CA 92009 Plan Check Revision Fee Additional Fees $180.00 $0.00 Total Fees:$180.00 Total Payments To Date:$0.00 Balance Due:$180.00 0852 06/17/05 0002 0] COP 02 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 So attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute ol limitations has previously otherwise expired, PERMIT APPLICATIONCITY OF CARLSBAD BUILDING DEPARTMENT1635 Faraday Ave., Carlsbad, CA 92008^,S-f.FOR OFFICE USE ONLYPLAN CHECK NO.£/l^A $ $$7 tfEST. VAL.Plan Ck. DepositValidated By,DateAddress (include Bldg/Suite #)Business Name {at this address)Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of unitsAssessor's Parcel #Existing Use Proposed UseDescription,of Work SQ. FT.#of Stories f BathHBoms Name Address City Contractor ^;=O;Agentf6F:Coritra;c!Ebr;\:l:r3^6wrief>; :,;Q'Agarrt for-CWyhe^ -' ' J Ct ir -3MS-fc*c.^S f-gyZ-S" S*. l&*CoJ*Ji State/Zip Telephone #Fax # Address City State/Zipy Telephone Name Address City State/Zip Telephone # (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 the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS5001). Name State License # 5 2" 3 ^"3*"? Address License Class \-—"~&~ O City State/Zip City Business License ft Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: |~1 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. El I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: O _ Po|jcv No. I "T«TiC,Insurance Company Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, end shall subject an employer to criminal penalties end civil fines up to one hundred thousand dollars ($10jj).oqpj> In addjfrion to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ~SIGNATURE DATE •: . •••= • :- •=:;>'';,! >v r.,..:.':-:.; . JL.-, -.;-..:.:.: ..'• •' .-; :: ,'•:•.• :"W ::: '.": .>.'.-;'• ,:";; :: ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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). n I- as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [~| I am exempt under Section _ 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. Q YES QNO 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 number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _ PROPERTY OWNER SIGNATURE DATE NO Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley- Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O YES PI NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, 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 under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenc/6 fqr^ periocj^if 180 days (Section 106.4.4 Uniterm Building Code). APPLICANT'S SIGNATUR DATE WHITE: File YELLOW: Applicant PINK: Finance Carlsbad 04-1262(PCR05079) 6/2/O5 EsGil Corporation In tPartntrsfiip witfi. (fovcrnmtnt for <BuUifing Safety DATE: 6/2/05 Q APPLICANT JURISDICTION: Carlsbad a LANREVIEWER Q FILE PLAN CHECK NO.: 04-1262(PCR05079) SET: REV 2, Set HI PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building 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. CD The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: y^x- ) Fax #: Mail Telephone ytfiax In Person REMARKS: A.^e architect must seal and sign each of the 8-1/2 X1 1 revision plan sheets attached to the revised mechanical plans. B. Mechanical sheet M1.1, 1.2, 2.1, 2.2, 2.3, 2.4, & 3.1 from the set I plans at the city are the approved mechanical revision plans By: Chuck MendenhaU Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/24/05 trnsmtl.dot EsGil Corporation In Partners/Up nritfi government far Viutiding Safety DATE: 5/20/05 Q APPLICANT^ JURISDICTION: Carlsbad a FILE PLAN CHECK NO.: 04-1262 SET: REV 2, Set H PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building 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: Commercial Air Systems^Atrn*: Todd Richards 13525 E. Los Cocjies™., El Cajon, CA 92021 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: Todc^Rtcfiards ^t<uw£- Telephone #: (619) 820-6628 fc|f-T7p- // Date contacted:5/W/by^p) Fax #: (619)443-1920 Mail V Telephone ^^ Fax v In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/12/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 04-1262 5/20/05 • 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 92009, (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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. Include revised architectural plans showing the 1 HR fire rated shaft at the 3rd floor lobby that will enclose the ducts to extend to the 2nd floor lobby. See M2.3 The revised plan details show you intend to apply two layers of 5/8" type 'X' drywall to the exterior of the shaft walls to qualify as 1 HR construction. In order to qualify as 1 HR the shaft walls must be protected on the inside and outside of the shaft with 5/8" type 'X' drywall or provide the UL or other agency approval for the 1 HR shaft as shown on the revised plans. 2. The stair enclosure is a 1 HR rated enclosure and no ducts may pass through the enclosure. UBC 1005.3.3.5 (last paragraph). The plans show you intend to extend the new duct above and through the exit enclosure. See sheet M2.3. provide the ICBO or UL approval for the 1 HR suspended gyp board ceiling shown in detail drawing FB12.3. The UBC does not list a suspended 1 HR ceiling as shown on the revised plan detail. • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone Carlsbad 04-1262 5/20/05 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation -— v (''-O^T— In Partnership with government for *Buih£ing Safety DATE: 5/2/05 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-1262 PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building a APPLICANT "7*7 a PLAN REVIEWER T: REV 2, Set I 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: Commercial Air Systems, Att'n: Todd Richards 13525 E. Los Coches Rd., El Cajon, CA 92021 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^Jodd, Richards Date contacted: &I- Mail telephone \/ Fax REMARKS: Telephone #: (619) 820-6628 Fax #: (619) 443-1920 Person - (jll (f> By: Chuck Mendenhall Esgil Corporation D GA D MB D EJ D PC Enclosures: 4/25/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 04-1262 5/2/05 • 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 92009, (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. Include revised architectural plans showing the 1 HR fire rated shaft at the 3rd floor lobby that will enclose the ducts to extend to the 2nd floor lobby. See M2.3 2. The stair enclosure is a 1 HR rated enclosure and no ducts may pass through the enclosure. UBC 1005.3.3.5 (last paragraph). The plans show you intend to extend the new duct above and through the exit enclosure. See sheet M2.3. • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 04-1262 5/2/05 VALUATION AND PLAN CHECK FEE (Revised Mechanical) JURISDICTION: Carlsbad PLAN CHECK NO.: 04-1262 PREPARED BY: Chuck MendenhaU DATE: 5/2/05 BUILDING ADDRESS: 2815 Jefferson St. BUILDING OCCUPANCY: B, S3 TYPE OF CONSTRUCTION: V 1HR BUILDING PORTION Rev mech Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) NA cb Valuation Multiplier Hrly By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance Type of Review: [~1 Repetitive Fee Repeats $180.00 D Complete Review D Other r-i Hourly 1.5 Structural Only Hours * Esgll Plan Review Fee $144.00 * Based on hourly rate Comments: Sheetl of 1 macvalue.doc MAY 4, 2005 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department MECHANICAL ROOF EQUIPMENT FOR NEW OFFICE BUILDING LOCATED AT 2815 JEFFERSON STREET - KENT JESSE OFFICE BUILDING - PLAN CHECK NO.CB041262 I have reviewed the building plans for the above referenced project. I recall on prior plans that the roof top equipment was visually screened. However the current plans do not clearly show the roof top equipment being screened. In the essence of time, I will support the issuance of the building permit with the following condition: 1. All roof equipment shall be screened in accordance with Building Department Policy and no portion of the roof equipment shall be visible from the street level. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. CLIFF JONES REVISED FLOOR PLAN- SEE ENLG PLAN W. Kent Jessee & Associ Office Building 2815 Jefferson Street Carlsbad, California 92008 Architects 05/12/05| FB 12.1.1 03213.S ATE I DRAWING : JOB NUMBER W. Kent Jessee & Associates Office Buildin 2815 Jefferson Street, Carlsbad, California 92008 REFERENCE DRAWING: A1 .3 Smith Arclte 12.1 FELD BULLETIN os/16/05 ; FB 12.2.1 DATE DRAWING 03213.S JOB NUMBER W. Kent Jessee & Associates Office Building 2815 Jefferson Street, Carlsbad, California 92008 REFERENCE DRAWING; D/A3.2 Smith Architects 12 _FIELD BULLETIN 05/12/os FB 12.3.1 DATE i DRAWING 03213-S JOB NUMBER TMTSr ^£CH. SHAFT !N MEJs-304 ONLY- - -•* * • -* « (V LAYER I'WTTPE 'X'. - " GYPSUM SHAFT LINER INSIDE ~ - 2-1/2" STEEL C-T STUDS LUMW-- LAYER 5/8' TYPE 'X' £Yp-SE>- ' OUTSIDE-TO ROOF STRUG, ABOVE, FIRE TAPE ALL JOINTS. PER GA FILE Nas LUP 6800, £>e®5,1000 OR 1020- TME5E UJALLS ONLY, MEN 304. ONLY. MEN 205 & 304 - ENLARGED PLAN W. Kent Jessee & Associates Office Building 2815 Jefferson Street, Carlsbad, California 92008 REFERENCE DRAWING: 6/A5.1 Smith Architects 12 FIELD BULLETIN 05/12/05 DATE FB 12.4.1 DRAWING 03213.S JOB NUMBER CMli. BLOCK FACE 6RIDLINE. ALIGN WALLS 111/, ROOF RAFTER HAVE LINE W. Kent Jessee & Associates Office Building 2815 Jefferson Street, Carlsbad, California 92008 REFERENCE DRAWING: 9/A4.3, 14/A4.3 Smith Architects 12 FIELD BULLETIN 05/12/05 | FB 12.5.1 DATE I DRAWING 03213.S JOB NUMBER W. Kent Jessee& Associates Office Building 2815 Jefferson Street, Carlsbad, California 92008 REFERENCE DRAWING: A7.3 Smith Architects 12 FIELD BULLETIN 05/1^05 j FB 12.6.1 DATE i DRAWING 03213.S JOB NUMBER NJl\L_ OPEN TO STRUCTURE - PAINTED OPEN TO STRUCTURE - NO PAINT OPEN TO STRUCTURE - PORTLAND CEMENT SPRAY-APPLIED FIRE-RESTIVE MATERIAL ON STEEL HORIZONTAL JOISTS AND BEAMS- APPLY 'CAFCO' BLAZE-SHIELD 1! FOR I HOUR RATING PER UL 263. B> (1) LAYERS 5/8' TYPE 'X' GYP BD - PAINTED •\) LAYER 5/8' GYP BD ,T <iB> C!J LAYERS 5/8' GYP. BD ON SUSPENDED CEILING GRID - PAINTH? CT> 2'X4' SUSP. ACOUSTICAL TILE - CENTERED IN ROOM CEMENT PLASTER - PAINTED 'x -x"'l HEIGHT ABOVE FiNI&HED FLOOR B.OS"1 BOTTOM OF STRUCTURE SUSPENDED LIGHT FIXTURE SUPPORT DETAILS- SEE DET. 15/A9J TYP SUSPENDED CEILING GRID DETAILS- SEE DET. 14/A9.I- TYP. ALL CEfLINGAUALL JUNCTION DETAiLS- SEE DET. 3/A9.I- TYP. W. Kent lessee & Associates Office Building 2815 Jefferson Street, Carlsbad, California 92008 REFERENCE DRAWING; A7.3 Smith Architects 12 FIELD BULLETIN t ^_ 05/12/05 ; FB 12.7.1 ! 03213.S DATE i DRAWING ' JOB NUMBER City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR05052 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2815 JEFFERSON ST CBAD PCR 2031102900 Lot#: 0 $0.00 Construction Type: NEW JESSE OFFICE BLDG-DEFFERED SUB STEEL JOISTS & METAL DECKING Applicant: WALTER WORTHLEY LOGAN INDUSTRIAL PARK 235 LOGAN RD 89408 (775)575-7337 Status: ISSUED Applied: 03/22/2005 Entered By: LSM Plan Approved: 05/11/2005 Issued: 05/11/2005 Inspect Area: Owner: JESSEE WILLIAM K 2075 CORTE DEL NOGAL #S CARLSBAD CA 92009 Plan Check Revision Fee Additional Fees $180.00 $0.00 Total Fees:$180.00 Total Payments To Date:$0.00 Balance Due:$180.00 8018 05/11/05 0002 01 02 CGF" 180-00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATIONCITY OF CARLSBAD BUILDING DEPARTMENT1635 Faraday Ave., Carlsbad, CA 92008PROJECT INFORMATIONI S J-£FFfjt$iAl ST.FOR OFFICE USE ONLYPLAN CHECK NO..EST. VAL.Plan Ck. DepositValidated ByDateAddress (include Bldg/Suite ft)Business Name (at this address)Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of unitsAssessor's Parcel #Existing Use Proposed USBDescription of Work SQ. FT.#of Stories # of Bedrooms # of BathroomsCOMf ACT PERSON WifiHerent liomapplicimtV Name / Address * City VlJ .-,....fc :>s APPLICANT S Contractor LJ Agent for Contractor Q Owner Q Agent for Owner r>rtAj^.T xx/c. State/Zip Telepfione Fax* [Name 4. PROPERTY OWNER Address City State/Zip Name Address City State/Zip Telephone # 5i CONTRACTOR* COMPANY NAME (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 the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [5500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone 6,= WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O 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. CD I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE '?,X OWrffiR-BUILDER DECLARATION 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason: |~l 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). Q 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). Q 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. l~l YES (ZlNO 2. I (have / have not) signed an application ior 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 number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONiY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? CD YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. tU :: OBSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9i> APPLICANT CERTIFICATION V -,. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV 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.1. Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if tfie building or work authorized by such permit is suspended or abandoned ai any time after the work is^comjjieijced for^ peri^d^pij80 da^S (S^tio/^106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE 2-Q WHITE: File LLOW: Applicant PINK: Finance EsGil Corporation In fartnersfUp with government for 'Suidfing Saftty DATE: 4/4/05 J3~ARRUQANT JURISDICTION: Carlsbad LJ PLAN REVIEWER Q FILE PLAN CHECK NO.: O4-1262 (PCR05-052) SET: I PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. _J The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LJ The REMARKS check list below is transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. _J The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LJ The applicant's copy of the check list has been sent to: H Esgil Corporation staff did not advise the applicant that the plan check has been completed. CH Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Walter Worttiley Telephone #: (775) 575-7337 Date contacted: (by: ) Fax #: (775) 575-7222 Mail Telephone Fax In Person D REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC Phone In tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGii Corporation In (Partners/Up with government for tBuiCding Safety DATE: 3/31/05 Q APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 04-1262 (PCR05-052) SET: I PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The REMARKS check list below is transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Submit responses and revised plans to EsGil Corp or the City 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: Walter Worthley P.O. Box 22170, 235 Logan Rd., Logan Industrial Park, Fernley, NV 89408 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. f \Person contacted: Walter Worthley (. v. M j Telephone #: (775) 575-7337 Date contacted: 3 J2r /o5(by: ^) Fax #: (775) 575-?222 30. Z£- Mail Telephone^ Fax In Person Check List REMARKS: The open web steel joists designed by Valley Joist are consistent with the approved plans and OK. However, the plan package from Valley Joist included an additional sheet for the same building but labeled M.R. Timber Structures. This sheet makes no sense to me. What is the sheet for? What are the items referenced on this sheet such as 11-FD-7? This part of the submittal can not be returned to the City until it is clear that it is for this project and consistent with the design of the building. By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/24/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 04-1262 (PCRO5-052) 3/31/05 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-1262 (PCR05-052) PREPARED BY: Chuck Mendenhall DATE: 3/31/05 BUILDING ADDRESS: 2815 Jefferson St. BUILDING OCCUPANCY: B, S3 TYPE OF CONSTRUCTION: V 1HR BUILDING PORTION open web joist Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) NA cb Valuation Multiplier Hrly ^_ By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance $180.00 Type of Review:D Complete Review LH Repetitive Fee— ~ r^~| Repeats D Fr- Other Hourly 1.5 Structural Only Hours * $144.00 * Based on hourly rate Comments: Sheet 1 of 1 macva1ue.doc April 4, 2005 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department KENT JESSE OFFICE BUILDING - RP 02-02 - NEW OFFICE BUILDING LOCATED AT 2815 JEFFERSON STREET PLAN CHECK NO. PCR05052 I have reviewed the building plans for the above referenced project. The Housing and Redevelopment Department does not have any objection to the issuance of the building permit for the project as shown on the building plans. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. CLIFF JONES Nalley ' Joist, Inc. manufacturers of joist and girders MAR 0 9 20QI (775) 575-7337 Fax (775) 575-7222 FEBRUARY 18, 2005 ENGINEERING REPORT COVER SHEET IS FOR FINAL CALCULATIONS (REV. 0) FOR APPROVAL BY ENGINEER OF RECORD EO. Box 2170 255 Logan Road Logan Industrial Park Femtey, NV 89408 RE:W. KENT JESSE OFFICE BLDG. 2™ FL. CARLSBAD, CA. VALLEY JOIST CONTRACT NO.: 4N01291 CUSTOMER: M. R. TIMBER STRUCTURES, INC. 12315 OAKKNOLLROAD, SUITE 100 POWAY, CA. 92064-5343 FOR CONSTRUCTION //ATTENTION: SHAWN MORGAN PHONE: 858/679-4710 THIS ENGINEERING REPORT SIGNATURE PAGE IS PROVIDED FOR JOIST (AND GIRDER) MARJCS as shown on Calculation Pages 1 - 13. The joist (and girder) mark numbers are as shown on the Placement Plans. The calculations are based on all bridging in place and anchored as required by the SJI Specifications & Technical Digests. The joist designations and special loads were determined and specified by the Engineer of Record, not by the steel joist manufacturer. The steel joist manufacturer's scope is limited to the design of the members in the steel joists. Their scope does not include the complete structure, structural connections, or the coordination of the components. The Professional Engineer's Seal affixed hereto indicates that the steel joists were designed in accordance with The Steel Joist Institute's Standard Specifications to support the loads furnished and approved by the Owner's Engineer of Record. The seal is not intended to certify or imply that the building does or does not conform to any national, state or local building codes. Valley Joist is a certified, active member of the Steei Joist Institute. The steel angle shapes and round bars used for the chords and webs are 50-ksi minimum yield strength per the SJI Specifications. The joist material sizes were designed to carry the loads as shown on the calculations. Valley Joist's ICBO Number is FA-363. Walter F. Worthley, Jr., PE CA #64116 Chief Engineer Valley Joist / A division of EBSCO Industries, Inc. VJCALC4N01291/AL OH Job #4N01291 - Valley Joist West Page 1 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 Customer M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ********** * *FLOOR JOIST* ************ ****NQ PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) Jl 3 - 24LH750/429 x 33'10.000 Parallel chord Longspan Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 6.500 BCX Holdback Pitch EP/ttlL 36.000 36.000 Uniform Live load 429 #/ft full length Uniform SJI load 750 #/ft full length Uniform Dead load 321 #/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points TC cone loads: Load Spacing Location 17'0-5/S280 3" SHORT BEARING RE 24.000 in Deep 22.144 in Effective Depth 17.500 in Clear Depth 1312695 in-#Moment 48.000 in Interior Panel 8 Web Vees 16'9-3/8 17-0-5/8 Point US 402.000 in Design length 951 in4 Ix L/ 912 Live Defl 1.000 in Chord gap 28.313 in Left End 13062 # SJI reaction 0.000 in Tag TCX Defl Top Chord: 2-LL3-1/2X.313 A = 4.186 Bridg < 313" Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: Ix= 4.904 L = 24.000 L = 28.313 L = 26.687 V = 10273 Iy= 14.205 P = -58549 P = -18633 P = -18633 P = -18711 P = -18711 C = 38722 Y = 0.991 Rx = 1.082 Paz=-114161 Paz= -95615 Pa =-113024 Paz= -96829 Pa =-113024 fv = 4689 3141 # Minimum Shear 903 in4 Minimum Ix L/ 506 SJI Defl 0.468 in Camber 26.687 in Right End 13062 # SJI reaction Q = 0.987 Rz = 0.690 No Fillers No Filler No Filler f = 6586 Fy = Ry = M = M = M = M = M = fc = 50000 1.842 1499 3382 5762 3012 5103 9250 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld Bot Chord: 2.70" 2.70" 2-L L3x3x.313 Ix= 3.024 Center: L = 48.000 Chord shear: V = 12135 A = ly= P = T = 3.560 9.659 59279 29539 Y = Rx = Pa = f v = 0.865 0.922 106802 6462 Fy = 50000 Q = 1.000 Ry = 1.647 Rz = 0.589 ft = 8297 f = 7679 Job #4N01291 - Customer: Valley Joist West Page 2 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ********** * *FLOOR JOIST* ************ ****NQ PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) Jl 3 - 24LH750/429 x 33'10.000 Special Crimped angle Parallel chord Longspan Tensile Location UO Ul U2 U2 U3 U4 U4 US U6 06 U7 US U8 U9 U10 U10 Oil U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L.5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L1S -L15 -L15 Web W2 VI W3L W4L V2 W5 we V2 W7 W8 V2 W9 W9 V2 we W7 V2 W6 W5 V2 W4R W38 V3 W2 Slope 56 14 48 47 0. 47. 47. 0. 47. 47. 0, 47. 47. 0, 47, 47, 0, 47, 47, 0, 47. 43. 18, 56, .92 .40 .04 .30 .00 .30 .30 .00 .30 ,30 .00 .30 .30 .00 .30 .30 .00 ,30 .30 ,00 ,30 ,99 ,28 .92 Length in 40 22 33 32 22. 32. 32. 22. 32. 32, 22, 32, 32, 22, 32, 32, 22, 32, 32. 22. 32, 30. 23. 40. .58 .86 .12 .66 .14 .66 ,66 .14 .66 .66 .14 .66 ,66 .14 .66 .66 .14 ,66 ,66 ,14 .66 .78 ,32 .58 Member 1- R9 - 1-IH, l-LLlxlx.109 1-LL2-1/2X.212 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-3/4X.156 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-3/4X.156 l-LLlxlx.109 1-LL1-3/4X.143 1-L L2x2x.248 l-LLlxlx.109 1- R9 - 1-IK. Area in2 0. 0 1. 0. 0. 0. 0. 0, 0, 0, 0, 0, 0, 0. 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. .785 .206 .015 .422 .206 .522 .315 ,206 .359 .261 .206 ,315 ,315 ,206 ,261 ,359 .206 .315 ,522 ,206 ,480 ,930 ,206 .785 0 0 0 0 0 0 0 0 0 0 0. 0, 0. 0, 0, 0, 0, 0, 0, 0, 0. 0, 0, 0. R in .250 .196z .493z .347z .196z .3452 -297z .1962 .2962 .247z .1962 .2972 .297Z .196z .247z ,296z .1962 ,297z ,345z .1962 .3462 ,3912 ,196z ,250 Shear Ibs 12135 0 0 3546 0 0 5486 0 0 3141 0 0 0 0 3141 0 0 5693 0 0 8753 0 0 12186 Force Ibs 22236 0 0 12602 0 0 8090 0 0 4631 0 0 0 0 4631 0 0 8396 0 0 12908 0 0 22329 Allow Ibs 23562 6184 30452 12656 6184 15650 9454 6184 10781 7819 6184 9454 9454 6184 7819 10781 6184 9454 15650 6184 14402 27915 6184 23562 Compress ive Shear Ibs 0 2422 10273 0 2194 7016 0 2260 3956 0 2293 3141 3141 2292 0 4163 2257 0 7223 2188 0 10429 2319 0 Force Ibs 0 2501 15364 0 2194 10346 0 2260 5834 0 2293 4631 4631 2292 0 6140 2257 0 10652 2188 0 14495 2442 0 Allow Ibs 7915 3605 18821 8142 3723 10718 5512 3723 6491 3851 3723 5512 5512 3723 3851 6491 3723 5512 10718 3723 9651 14864 3529 7915 Weld Available Thick x Length .23x2 .11x0. .19x2. .13x3. .11x0. . 16x2 , .11x2. .11x0, .13x1, .11x1, .11x0, .11x1. .11x1. .11x0. .11x1, .13x1. .11x0, .11x2. .16x2. .11x0. .14x3. .19x2. .11x0. .23x2. .3 .8 .6 .4 ,7 ,2 ,5 .7 .6 ,4 .7 ,4 .4 ,7 .4 ,7 .7 ,6 ,3 ,7 ,0 ,6 .8 ,3 Weld (in) Tgp/Bottm 3 5 4. 3 4 4. 3. 4. 3. 3, 4, 4, 3, 3, 4, 3, 4, 4, 3. 4, 4. 3. .o/ • 2/ .*/ • o/ .*/ .2/ .o/ ,2/ ,9/ .o/ .2/ .2/ .o/ • 9/ .2/ .o/ ,2/ .4/ ,o/ ,4/ ,5/ .o/ 3, 5. 4, 3, 4 . 4, 3. 4 . 4, 3. 4. 4. 3. 4. 4. 3. 4. 4. 3. 4. 4. 3. .1 ,7 ,9 .0 .9 ,7 .0 ,7 .4 ,0 .7 ,7 ,0 ,4 ,7 .0 .7 ,9 ,0 ,9 .9 .1 Job #4N01291 - Customer; Valley Joist West Page 3 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 Project M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************FLOOR JOIST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC 92UBC97 J2 2 - 24LH809/462 X 34' 0.500 Parallel chord Longspan Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 5.000 BCX Holdback Pitch EP/#1L 36.000 36.000 Uniform Live load 462 #/ft full length Uniform SJI load 809 #/ft full length Uniform Dead load 347 #/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING RE 24.000 in Deep 22.019 in Effective Depth 17.000 in Clear Depth 1429399 in-#Moment 48.000 in Interior Panel 8 Web Vees 404.500 in Design length 1025 in4 Ix L/ 896 Live Defl 1.000 in Chord gap 28.313 in Left End 14135 # SJI reaction 0.000 in Tag TCX Defl 3409 # Minimum Shear 961 in4 Minimum Ix L/ 497 SJI Defl 0.473 in Camber 27.937 in Right End 14135 # SJI reaction Top Chord: 2-LL3-1/2X.313 A = 4.186 Bridg < 313" Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: Ix= 4.904 L = 24.000 L = 28.313 L = 27.937 V = 11132 Iy= 14.205 P = -64031 P = -20288 P = -20288 P = -20307 P = -20307 C = 42207 Y = 0.991 Rx = 1.082 Paz=-114161 Paz= -95615 Pa =-113024 Paz= -95898 Pa =-113024 fv = 5081 Fy Ry M M M M M fc = = = = = = = = 50000 1.842 1616 3648 6215 3553 6047 10083 Q = 0.987 Rz = 0.690 No Fillers No Filler No Filler f = 7157 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld Bot Chord: 2-LL3-1/2X.313 Ix= 4.904 Center: L = 48.000 Chord shear: V = 13139 A = 4.186 Y Iy= 14.205 Rx P = 64917 Pa T = 32180 fv 2.93" 2.93" = 0.991 -- 1.082 = 125582 5997 Fy = 50000 Ry = 1.842 ft = 7687 Q Rz 0.987 0.690 f = 7123 Job #4N01291 - Customer Valley Joist West Page 4 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ********** * *FLOOR JOIST* ************ ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J2 2 - 24LH809/462 x 34' 0.500 Special Crimped angle Parallel chord Longspan Tensile Location DO Ul U2 D2 U3 U4 U4 U5 U6 U6 U7 US ue U9 U10 U10 Oil U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -LIB -L.15 Web W2 VI W3L W4 V2 W5 we V2 W7 W8 V2 W9 W9 V2 wa W7 V2 W6 W5 V2 W4 W3R VI W2 Slope 57. 14. 48, 47, 0, 47, 47. 0, 47, 47. 0. 47. 47. 0, 47, 47, 0, 47, 47. 0, 47. 47. IS, 57. .07 .48 .20 .47 .00 .47 .47 .00 .47 .47 .00 ,47 .47 .00 .47 .47 .00 .47 .47 .00 .47 .31 .40 ,07 Length in 40 22 33 32 22. 32. 32. 22. 32. 32, 22. 32. 32. 22. 32. 32. 22. 32. 32. 22. 32. 32. 22. 40. .51 .74 .03 .57 .02 .57 .57 .02 .57 .57 .02 .57 .57 .02 .57 .57 .02 .57 .57 .02 .57 .48 .84 .51 Member 1- RA - i i/a l-LLlxlx.109 1-LL2-1/2X.212 1-LL1-3/4X.143 l-LLlxlX.109 1-L L2x2x.l43 1-LL1-1/2X.109 1-LL1X1X.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlX.109 1-LL1-1/2X.109 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-1/2X.109 1-L L2x2x.l43 l-LLlxlx.109 1-LL1-3/4X.143 1-LL2-1/2X.212 l-LLlxlx.109 1- RA - 1 1/8 Area in2 0, 0, 1, 0, 0, 0. 0. 0, 0. 0. 0. 0. 0. 0, 0. 0. 0, 0. 0. 0, 0. 1. 0. 0. .994 .206 .015 .480 ,206 .552 .315 .206 .359 .261 .206 .315 .315 .206 .261 ,359 .206 .315 .552 ,206 .480 .015 .206 ,994 0, 0. 0, 0, 0. 0. 0. 0, 0. 0. 0. 0. 0. 0, 0. 0, 0, 0. 0. 0. 0. 0. 0. 0. R in .281 ,196z ,493z ,346z ,196z ,39Sz ,2972 , 196z ,296z ,247z , 196Z ,297Z .297z .196z ,247z ,296z 196z ,297z ,396z ,196z ,346z ,4932 .196Z ,281 Shear Ibs 13139 0 0 9272 0 0 5976 0 0 3409 0 0 0 0 3409 0 0 6028 0 0 9323 0 0 13151 Force Ibs 24171 0 0 13714 0 0 8840 0 0 S042 0 0 0 0 5042 0 0 8916 0 0 13791 0 0 24194 Allow Ibs 29821 6184 30452 14402 6184 16547 9454 6184 10781 7819 6184 9454 9454 6184 7819 10781 6184 9454 16547 6184 14402 30452 6184 29821 Compressive Shear Ibs 0 2574 11132 0 2329 7624 0 2402 4329 0 2438 3409 3409 2438 0 4380 2401 0 7675 2328 0 11171 2549 0 Force Ibs 0 2659 16701 0 2329 11277 0 2402 6403 0 2438 5042 5042 2438 0 6479 2401 0 11354 2328 0 16477 2644 0 Allow Ibs 12722 3625 18360 9666 3744 11385 5524 3744 6506 3866 3744 5524 5524 3744 3866 6506 3744 5524 11385 3744 9666 19118 3609 12722 Weld Available Thick x Length .25x2 .11x0 . 19x3 .14x3 .11x0. . 14x2 . .11x2. .11x0, .13X1. .11x1. .11x0, .11x1. .11x1. .11x0, .11x1. .13x1, .11x0, .11X2. .14x2. .11x0, . 14x3 . .19x3, .11x0. .25x2, .3 .8 .0 .2 .7 .7 .7 .7 .7 .6 .8 .6 .6 .8 .6 .7 .7 .8 .7 .7 .2 .0 .8 .4 Weld (in) Top/Bottm 3. 5. 4 . 3, 4 . 4, 3, 4. 3, 3, 4, 4, 3, 3, 4, 3. 4. 4. 3, 4. 5, 3. .o/ •2/ ,4/ .o/ .7/ .2/ .o/ ,2/ .9/ .o/ •2/ .2/ .o/ .9/ .2/ .o/ ,2/ .11 .o/ ,4/ ,2/ .o/ 3 5 4 3 5 4 3 4 4 3 4. 4 3. 4 4 3 4 5 3 4 5 3 .1 .7 .9 .0 .2 .7 .0 .7 .4 .0 .7 .7 .0 .4 .7 .0 .7 .2 .0 .9 .6 .1 Job #4N01291 - Valley Joist West Page 5 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 Customer:M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************ FLOOR JOIST* * *********** ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J3 4 - 24LH812/464 x Parallel chord Longspan 32' 0.500 Special Crimped angle End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 7.250 BCX Holdback Pitch EP/#1L 36.000 48.000 Uniform Live load 464 ft/ft full length Uniform SJI load 812 #/ft full length Uniform Dead load 348 #/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points Load 13200 -8100 Spacing 1-6-1/4 0 ' 0 30'6-l/4 TC cone loads: 24.000 in Deep 22.144 in Effective Depth 17.500 in Clear Depth 1381216 in-#Moment 48.000 in Interior Panel 7 Web Vees Location Point Type l'6-l/4 Ul SJI, Dead I16-1/4 Ul NtUp 4868 # Minimum Shear 948 in4 Minimum Ix L/ 500 SJI Defl 0.419 in Camber 39.937 in Right End 13937 # SJI reaction 380.500 in Design length 951 in4 Ix L/ 995 Live Defl 1.000 in Chord gap 16.250 in Left End 26010 # SJI reaction 0.000 in Tag TCX Defl Top Chord: 2-LL3-1/2X.313 A = 4.186 Bridg < 313" Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: Ix= 4.904 L = 24 .000 L = 16.250 L = 39.937 V = 10200 Iy= 14.205 P = -62374 P = -39022 P = -39022 P = -26019 P = -26019 C = 46648 Y = 0.991 Rx = 1.082 Paz=-114161 Paz=-103814 Pa =-113024 Paz= -86008 Pa =-113024 fv = 4655 Fy Ry M M M M M fc = = = = = = = = 50000 1.842 1616 0 8567 7269 12443 11144 Q = 0.987 Rz = 0.690 No Fillers No Filler No Filler f = 7261 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld Bot Chord: 5.49" 2.89" 2-L L3x3x.313 Ix= 3.024 Center: L = 48.000 Chord shear: V = 25415 A = Iy= P = T = 3.560 9.659 61734 38145 Y = Rx = Pa = fv = 0.865 0.922 106802 13533 Fy = 50000 Ry = 1.647 Q = 1.000 Rz = 0.589 ft = 10715 f = 14555 Job #4N01291 - Customer: Valley Joist West Page 6 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************ FLOOR JOIST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J3 4 - 24LH812/464 x 32' 0.500 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 US US U9 U10 U10 Ull U12 U12 U13 U14 -LI -H -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 web W2L VI W3L W4 V2 W5 W6 V2 W7 W8 V2 WS W7 V2 we W5 V2 W4 W3R V3 W2R Slope 56 38 48 47 0, 47 , 47, D, 47, 47. 0, 47, 47, 0. 47. 47. 0. 47. 58. 15. 64. .92 .71 .04 .30 .00 ,30 .30 .00 .30 .30 .00 .30 .30 .00 .30 .30 .00 ,30 ,31 ,31 ,29 in 40. 28. 33 32. 22. 32. 32. 22. 32. 32, 22. 32. 32. 22. 32. 32. 22. 32. 42. 22. 51. .58 .38 .12 .66 .14 .66 ,66 ,14 ,66 .66 ,14 ,66 ,66 .14 .66 ,66 14 .66 16 .96 05 Member 2-L L2X2X.216 1-L L2x2x.232 1-LL2-1/2X.212 1-LL1-3/4X.125 1-LL1X1X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-3/4X.125 2~LL1~3/4X.143 l-LLlxlx.109 1- RA - 1 1/8 Area in2 l 0 1 0 0. 0, 0. 0. 0. 0. 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. .635 .874 .015 .422 .206 .480 .261 .206 .422 .261 .206 ,261 .422 .206 ,261 ,460 ,206 .422 ,960 ,206 ,994 0 0 0 0 0. 0. 0. 0. 0, 0, 0, 0, 0, 0, 0, 0, 0. 0. 0. 0. 0. R in -392z .392z .493z ,347z .196z .346z .247z .196z .3472 .247z .196z .247z .3472 .1962 .2472 .3462 ,196z .347Z ,346z ,196z ,281 Shear Ibs 25415 8100 0 7922 0 0 4868 0 0 4868 0 4866 346 0 4666 346 0 7446 346 0 12526 Force Ibs 46569 10361 0 11683 0 0 7179 0 0 7179 0 7179 510 0 7179 510 0 10980 659 0 28877 Allow Ibs 49041 26225 30452 12656 6184 14402 7819 6184 12656 7819 6184 7819 12656 6164 7819 14402 6184 12656 28803 6184 29821 Compress ive Shear Ibs 7754 15836 10200 0 2357 6267 0 2415 4868 82 2436 346 4868 2420 346 5791 2368 346 9708 3396 346 Force Ibs 14208 20295 15254 0 2357 9241 0 2415 7179 121 2436 510 7179 2420 510 8539 2368 510 18483 3521 798 Allow Ibs 39370 20685 18821 8142 3723 9651 3851 3723 8142 3851 3723 3851 8142 3723 3851 9651 3723 8142 20864 3589 8009 Weld Thick Available X __Length .19x8 .19x3 .19x2 .13x3 .11x0, .14x2. .11x2, .11x0. .13x1, .11x2, .11x0. . 11x2 , .13x1, .11x0. . 11x2 . .14x2. . 11x0 . .13x3, . 14x4 . .11x1. .25x2. .3 .6 .7 .1 .7 .2 .2 .7 .9 .2 .8 .2 .9 .7 .2 ,0 ,7 .0 .4 .1 .8 Weld (in) Top/Bottm 10 4 5 4 3, 4 , 3, 3, 4, 3, 3, 3. 4. 3, 3. 4. 3, 4. 10. 3. -47 .37 -2/ .47 .o/ .47 .97 • o/ .47 .97.o/ .97 .47.o/ .97 .47 .07 ,47 .97 .07 8. 4. 5 4 3, 4. 4. 3. 4. 4, 3. 4. 4. 3. 4 . 4. 3. 4. 9. 3. .6 .7 .7 .9 .0 .9 .4 ,0 ,9 ,4 ,0 ,4 ,9 .0 .4 .9 .0 .9 .0 .1 Job #4N01291 - Customer: Valley Joist West Page 7 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************ FLOOR JO1ST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J4 3 - 24LH945/540 x 33'10.000 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E O1 6.500 BCX Holdback Pitch EP/#1L 36.000 36.000 Uniform Live load 540 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 405 #/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. 24.000 in Deep 21.996 in Effective Depth 17.000 in Clear Depth 1640932 in-#Moment 48.000 in Interior Panel 8 Web Vees 402.000 in Design length 1118 in4 Ix L/ 852 Live Defl 1.000 in Chord gap 28.313 in Left End 16329 # SJI reaction 0.000 in Tag TCX Defl 3957 # Minimum Shear 1102 in4 Minimum Ix L/ 475 SJI Defl 0.468 in Camber 26.687 in Right End 16329 # SJI reaction Top Chord: 2-LL3-1/2X.344 A = 4.579 Bridg < 314" Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: Ix= 5.323 L = 24.000 L = 28.313 L = 26.687 V = 12833 Iy= 15.651 P = -73680 P = -23451 P = -23451 P = -23550 P = -23550 C = 48729 Y = 1.002 Rx = 1.078 Paz=-126461 Paz=-105805 Pa =-123642 Paz=-107170 Pa =-123642 fv = 5329 Fy = Ry = M = M = M = M = M = fc = 50000 1.849 1888 4261 7260 3796 6430 10641 Q = 1.000 Rz = 0.688 No Fillers No Filler No Filler f = 7531 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld Bot Chord:2-LL3-1/2X.344 Ix= 5.323 Center: L = 48.000 Chord shear: V = 15172 A = 4.579 Y Iy= 15.651 Rx P = 74600 Pa T = 37173 fv 3.10" 3.10" = 1.002 = 1.078 = 137380 6301 Fy = 50000 Ry = 1.849 ft = 8118 Q Rz 1.000 0.688 f = 7495 Job #4N01291 - Customer: Valley Joist West Page 8 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************ FLOOR JO1ST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J4 3 - 24LH945/540 x 33'10.000 Special Crimped angle Parallel chord Longspan Tensile Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 US U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI ~L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2 VI W3L W4L V2 W5 W6 V2 W7 W8 V2 W9 W9 V2 W8 W7 V2 W6 W5 V2 W4R W3R V3 W2 Slope 57 14. 48 47 0. 47. 47. 0, 47, 47. 0. 47. 47, 0, 47. 47. 0. 47. 47. 0. 47. 44. IB. 57. .10 .50 .23 .49 .00 ,49 .49 ,00 .49 ,49 ,00 ,49 ,49 ,00 ,49 ,49 ,00 ,49 ,49 ,00 ,49 , 18 ,39 ,10 Length in 40 22. 33 32 22. 32. 32. 22, 32, 32. 22. 32. 32, 22. 32. 32. 22. 32. 32. 22. 32. 30. 23. 40. .49 .72 .02 .56 .00 ,56 ,5S ,00 .56 ,56 ,00 ,56 .56 .00 ,56 ,56 ,00 ,56 ,56 ,00 ,56 ,67 ,18 ,49 Member 1- RA - 1 1/8 l-LLlxlx.109 1-LL2-1/2X.230 1-LL1-3/4X.156 l-LLlxlx.109 1-L L2x2x.l63 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/2X.125 1-L L2x2x.l63 l-LLlxlx.109 1-L L2x2x.l43 1-LL2-1/2X.212 l-LLlxlx.109 1- RA - 1 1/8 Area in2 0 0 1. 0. 0. 0. 0. 0. 0. 0. 0, 0, 0. 0. 0. 0, 0. 0. 0. 0. 0. 1, 0. 0. .994 .206 .097 .522 .206 .625 .359 .206 .422 .261 ,206 .359 ,359 ,206 ,261 ,422 ,206 ,359 .625 .206 ,552 .015 .206 ,994 0 0 0 0 0. 0, 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0, 0. 0. R in .281 . 196z .492z .345z .196z ,39Sz .296z .196z ,347z .247Z .196Z ,296z .296z .196Z .247Z ,347z , 196z ,296z ,395z .196z ,3962 .493z ,196z .281 Shear Ibs 15172 0 0 10664 0 0 6824 0 0 3957 0 0 0 0 3957 0 0 7085 0 0 10924 0 0 15236 Force Ibs 27931 0 0 15783 0 0 10100 0 0 5857 0 0 0 0 5857 0 0 10485 0 0 16168 0 0 28049 Allow Ibs 29821 6184 32913 15650 6184 18763 10761 6184 12656 7819 6184 10781 10781 6184 7819 12656 6184 10781 18763 6184 16547 30452 6184 29821 Compress ive Shear Ibs 0 2922 12833 0 2634 8744 0 2717 4905 0 2758 3957 3957 2757 0 5165 2713 0 9004 2626 0 13029 2792 0 Force Ibs 0 3018 19263 0 2634 12942 0 2717 7259 0 2758 5857 5857 2757 0 7644 2713 0 13327 2626 0 18167 2942 0 Allow Ibs 12729 3629 20715 10739 3748 13498 6509 3748 8156 3869 3748 6509 6509 3748 3869 8156 3748 6509 13498 3748 11387 19939 3SS2 12729 weld Available Thick x Length .25x2. .11x0, .19x3, .16x3. .11x0. .16x2. .13X2. .11X0. .13x2. .11X1. .11X0. .13x1. .13x1. .11x0. .11x1. .13x2. .11x0. .13x2. . 16x2 . .11x0. .14x3. .19x3. .11x0. .25x2. .7 .9 .5 .4 ,8 ,7 ,7 ,8 .0 ,8 .9 .6 .6 .9 .8 1 8 8 8 .8 8 3 9 7 Weld (in) Top/Bottm 3 5 4 3. 4, 4, 3, 4, 3, 3. 4. 4, 3, 3. 4. 3. 4. 4. 3. 4. 5. 3. .o/ -2/ •I/ • o/ .7/ ,2/ .o/ .4/ ,9/.o/ •2/ •2/ .o/ •9/ .4/ .o/ •2/ ,7/ .o/ •7/ ,o/ ,o/ 3. 5. 4, 3 . 5. 4, 3. 4. 4. 3. 4. 4. 3. 4. 4. 3. 4. 5. 3. 5. 5. 3. .1 .7 .9 ,0 .2 .7 .0 ,9 ,4 .0 .7 ,7 .0 ,4 ,9 .0 ,7 ,2 .0 ,2 .4 .1 Job #4N01291 - Valley Joist West Page 9 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 Customer: M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project: W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************FLOOR JOIST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comment s: 200 OUBC 2 0 01CBC J5 2 - 24LH700/400 x Parallel chord Longspan 92UBC97' 30' 0.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 3.500 BCX Holdback Pitch EP/#1L 36.000 36.000 Uniform Live load 400 ft/ft full length Uniform SJI load 700 #/ft full length Uniform Dead load 300 ft/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points TC cone loads: Load Spacing Location 280 ^iSljj^ 13-0-5/8 24.000 in Deep 22.573 in Effective Depth 19.000 in Clear Depth 969939 in-#Moment 48.000 in Interior Panel 7 Web Vees 356.250 in Design length 584 in4 Ix L/ 863 Live Defl 1.000 in Chord gap 28.313 in Left End 10891 # SJI reaction 0.000 in Tag TCX Defl Point Type U6 Equk 2598 # Minimum Shear 568 in4 Minimum Ix L/ 475 SJI Defl 0.367 in Camber 27.812 in Right End 10891 # SJI reaction Top Chord: 2-LL2-1/2X.250 Bridg < 245" Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: Ix= 1.406 L = 24.000 L = 28.313 L = 27.812 V = 8273 A = ly= P = P = P = P = P = C = 2.375 4.924 -42969 -15088 -15088 -15110 -15110 30618 Y = Rx = Paz = Paz= Pa = Paz= Pa = f v = 0.717 0.769 -62454 -49422 -64125 -49784 -64125 6618 Fy = Ry = M = M = M = M = M = fc = 50000 1.440 1399 3156 5378 3048 5185 12892 Q = 1.000 Rz = 0.491 No Fillers No Filler No Filler f = 9238 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld Bot Chord: 2-LL2-l/2x.230 A = Ix= 1.309 Iy= Center: L = 48.000 P = Chord shear: V = 10017 T= 2.80" 2.80" 2.194 4.520 42221 23630 Y = Rx = Pa = f v = 0.710 0.772 65826 8711 Fy = 50000 Ry = 1.435 ft = 10769 Q Rz 0.996 0.492 f = 10241 Job #4N01291 - Customer: Valley Joist West Page 10 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************FLOOR JOIST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J5 2 - 24LH700/400 x 30' 0.250 Special Crimped angle Parallel chord Longspan Tensile Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 US US U9 U10 U10 Ull U12 U12 U13 U14 -LI -LI -LI -L3 ~L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 Web W2 VI W3L W4 V2 W5 W6 V2 W7 W8 V2 W8 W7 V2 we W5 V2 W4 W3R VI W2 Slope 56 14 •17 46 0 46 46 D 46 46 0 46. 46. 0. 46. 46. 0. 46, 46. 15. 56. .42 .14 .49 .75 .00 .75 .75 .00 .75 .75 .00 .75 .75 .00 ,75 .75 .00 .75 .30 ,33 ,42 Length in 40 23. 33 32 22. 32. 32. 22. 32. 32, 22, 32, 32, 22. 32, 32. 22. 32. 32. 23. 40. .81 .28 .41 .95 .57 .95 .95 .57 ,95 .95 .57 .95 .95 .57 ,95 .95 .57 ,95 .67 ,41 81 Member 1- R7 - 7/8 l-LLlxlx.109 1-L L2x2x.232 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/2X.125 1-L L2X2X.216 l-LLlxlx.109 1- R7 - 7/8 Area in2 0 0 0 0 0 0 0. 0. 0. 0, 0. 0. 0. 0, 0. 0. 0, 0, 0. 0. 0. .601 .206 .874 .359 .206 .422 .261 .206 .261 .261 .206 .261 .261 .206 .261 .422 .206 .359 ,817 .206 .601 0 0 0 0 0 0 0 0. 0. 0, 0, 0, 0. 0, 0, 0. 0. 0. 0, 0. 0. R in .219 . 196z .392Z .2962 .196z . 347z .247z .1962 .247Z .247z . 196z .2472 ,247z .196Z ,247z , 347z ,196z ,2962 ,392z 196z ,219 Shear Iba 10017 0 0 6655 0 0 3787 0 0 2598 0 2598 0 0 3847 0 0 6715 0 0 10032 Force Ibs 18110 0 0 9713 0 0 5528 0 0 3792 0 3792 0 0 5616 0 0 9801 0 0 18137 Allow Ibs 18040 6184 26225 10781 6184 12656 7819 6184 7819 7819 6184 7819 7819 6184 7819 12656 6184 10781 24520 6184 18040 Compressive Shear Ibs 0 2283 8273 0 2053 5221 0 2100 2598 0 2115 0 2598 2099 0 5281 2052 0 8318 2254 0 Force Ibs 0 2354 12243 0 2053 7621 0 2100 3792 0 2115 0 3792 2099 0 7708 2052 0 12040 2337 0 Allow Ibs 4586 3536 12382 6441 3653 8101 3800 3653 3800 3800 3653 3800 3800 3653 3800 8101 3S53 6441 12036 3514 4586 weld Available Thick x Length .22x2 .11x0 .19x2 .13X2 .11x0 .13x2 .11x1 .11x0 .11x1. .11x1. .11x0. .11x1, .11x1, .11x0, .11x1, .13x2. .11x0, .13x2. .19x2, .11x0. .22x2. .0 .7 .2 .6 .6 .1 .7 .6 .2 .2 .7 .2 .2 .6 .7 .1 .6 ,6 ,2 .7 .0 Weld (in) Top/Bottra 2 4 3 2 4 3. 2 3. 3. 2. 3, 3, 2. 3, 4. 2. 3. 4. 2. .11 •3/ .8/ • 8/ -I/ •6/ • a/ • 6/ • 6/ • e/ .61 .6/ • 8/ • 6/ • I/ • 8/ ,8/ • 3/ ,7/ 2. 4, 4, 2. 4. 4, 2, 4. 4. 2. 4. 4. 2. 4. 4. 2. 4. 4. 2. ,8 .9 .3 .8 .6 .1 .8 .1 .1 .8 ,1 ,1 .8 .1 .6 8 3 8 8 Job #4N01291 - Valley Joist West Page 11 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 Customer: M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project: W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************FLOOR JOIST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) J10 3 - 18LH750/429 X Parallel chord Longspan 91 9.250 Special Crimped angle End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 5.000 BCX Holdback Pitch EP/#1L 36.000 36.000 Uniform Live load 429 #/ft full length Uniform SJI load 750 #/ft full length Uniform Dead load 321 #/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. 3" SHORT BEARING TE 18.000 in Deep 113.250 in Design length 17.026 in Effective Depth 127 in4 Ix 14.500 in Clear Depth L/5436 Live Defl 113693 in-#Moment 1.000 in Chord gap 45.250 in Interior Panel 28.313 in Left End 2 Web Vees 4039 # SJI reaction 885 # Minimum Shear 0 in4 Minimum Ix L/2794 SJI Defl 0.037 in Camber 28.250 in Right End 4039 # SJI reaction 0.000 in Opp TCX Defl Top Chord: Bridg < 208" Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: 2-L L2x2x.l43 Ix= 0.429 L = 28.250 L = 28.313 L = 28.250 V =1289 A = ly= P = P = P = P = P = C = 1.103 1.652 -6003 -5999 -5999 -6003 -6003 5453 Y = Rx = Paz= Paz= Pa = Paz= Pa = f v = 0.553 0.624 -19067 -19043 -29784 -19067 -29784 2253 Fy = Ry = M = M = M = M = M = fc = 50000 1.224 3079 3987 4551 3079 6313 4943 Q = 0.898 Rz = 0.396 No Fillers No Filler No Filler f = 3344 Bearing seats: Tag End LLV4X3X3/8 Weld 1.67" Opposite End LLV4X3X3/8 Weld 1.67" Bot Chord: 2-LL1-1/2X.125 A = 0.719 Ix= 0.156 Iy= 0.765 Center: L = 45.250 P = 6678 Chord shear: V = 3004 T = 6678 Y = 0.421 Rx = 0.465 Pa = 21563 fv = 8011 Tensile Fy = 50000 Ry = 1.032 ft = 9291 Compressive Length Location Web Slope in _ uo -LI W2 63.40 Ul -LI VI 18.47 Member Area in2 R in 38.02 1- R7 - 7/8 17.95 l-LLlxlx.109 0.601 0.219 0.206 0.196Z Shear Ibs 3004 0 Force Ibs 6709 0 U2 -LI W3L 47.09 25.00 1-LL1-1/4X.109 0.261 0.247Z Allow Ibs 1S040 6184 7819 Shear Ibs 0 2163 1289 Force Ibs 0 2281 1892 Allow Ibs 5283 4368 Q = 0.961 Rz = 0.296 f = 9261 Weld Available Thick x Weld (in) Length Top/Bottm .22x0.7 .11x0.7 2.2/ 1.8 2628 .11x0.6 2.9/ 2.7 U2 -L3 W3R 57.70 31.87 1-LL1-1/2X-109 0.315 0.297z 0 0 9454 983 1840 2841 .11x0.6 3.7/3.6 Job #4N01291 - Customer: Valley Joist West Page 12 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project: Comments J10 W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************FLCOR JOIST************* ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** 2000UBC 2001CBC 3 - 18LH750/429 X (92UBC97) 9' 9.250 Special Crimped angle Parallel chord Longspan Tensile Compressive Location U3 -L3 U4 -L3 Web Slope VI 18.66 W2 63.40 Length in 17.97 38.02 Member l-LLlxlx.109 1- R7 - 7/8 Area in2 0.206 0.601 R in 0.196z 0.219 Shear Ibs 0 3006 Force Ibs 0 6714 Allow Ibs 6184 18040 Shear Ibs 2433 0 Force Allow Ibs Ibs 2568 0 4365 5283 Weld Available Thick x Weld (in) Length Top/Bottm .11x0.8 2.2/ 1.8 .22x0.7 Job #4N01291 - Customer: Valley Joist West Page 13 VI.92 By SLM 14:58 Entered 2/18/05 Revised 2/18/05 M.R. TIMBER STRUCTURES, INC. 12315 OAK KNOLL ROAD, STE. 100 POWAY, CA 92064-5343 TELE: 858/679-4710 FAX: 585/679-4720 SHAWN MORGAN Project:W. KENT JESSE OFFICE BLDG. 2ND FLOOR CARLSBAD, CA ************ FLOOR JOIST* ************ ****NO PAINT***NO PAINT***NO PAINT***NO PAINT***NO PAINT*** Comments: 2000UBC 2001CBC (92UBC97) Jll 3 - 18LH945/540 x Parallel chord Longspan 91 6.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes TOP Chord Ext BCX Holdback Pitch E 0' 7.500 EP/#1L 36.000 33 .500 Uniform Live load 540 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 405 ft/ft full length SJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. 18.000 in Deep 17.014 in Effective Depth 14.500 in Clear Depth 134171 in-#Moment 45.250 in Interior Panel 2 Web Vees Top Chord: 2-L L2x2x.l76 Bridg < 209" Ix= 0.516 Center: L = 28.313 Tag end panl: L = 28.313 First point: Opp end panl 110.750 in Design length 136 in4 Ix L/4966 Live Defl 1.000 in Chord gap 28.313 in Left End 4861 # SJI reaction L = 25.750 Last point: Chord.shear:V =1450 A = Iy= P = P = P = P = P = C = 1.346 2.042 -7179 -7179 -7179 -6859 -6859 6491 Y = Rx = Paz = Paz= Pa = Paz= Pa = fv = 0.565 0.619 -24636 -24636 -36343 -26029 -36343 2060 Fy = Ry = M = M = M = M = M = fc = 50000 1.232 5046 5046 5691 2868 7319 4822 1090 # Minimum Shear 0 in4 Minimum Ix L/2599 SJI Defl 0.035 in Camber 25.750 in Right End 4861 # SJI reaction 0.000 in Opp TCX Defl Q = 0.981 Rz = 0.394 No Fillers No Filler No Filler f = 3171 Bearing seats: Tag End LLV4X3X3/8 Weld 1.67" Opposite End LLV4X3X3/8 Weld 1.67" Bot Chord:A =2-LL1-1/2X.125 Ix= 0.156 Iy= Center: L = 45.250 P = Chord shear: V = 3592 T = 0.719 Y = 0.421 0.765 Rx = 0.465 7886 Pa = 21563 7886 fv = 9580 Fy = 50000 Ry = 1.032 ft = 10972 Q Rz = 0.961 = 0.296 = 11039 Tensile Location UO -LI 01 -LI U2 -LI O2 -L3 U3 -L3 Web Slope W2L £3.42 VI 18.48 W3L 47.11 W3R 57.72 VI 18.67 Length Area in Member in2 38.02 1- R7 - 7/8 0.601 17.94 l-LLlxlX.109 0.206 25.00 1-LL1-1/4X.109 0.261 31. B6 1-LL1-1/2X.109 0.315 17.96 l-LLlxlX.109 0.206 R in 0.219 0.196z 0.247z 0.297z 0.196z Shear Ibs 3592 0 0 0 0 Force Ibs 8028 0 0 0 0 Allow Ibs 18040 6184 7819 9454 6184 Compressive Shear Ibs 0 2594 1450 1282 2833 Force Allow Ibs 0 2735 2130 2401 2991 Ibs 5285 4369 2629 2843 4367 Weld Thick x Length .22x0.9 .11x0.8 .11x0.7 .11x0.7 .11x0.9 Available Weld (in) TOD/ Bot tm 2.2/ 1.8 2.9/ 2.7 3.7/ 3.6 2.2/ 1.8 LT4 -L3 W2R 61.63 35.80 1- R7 - 7/8 0.601 0.219 3705 7795 18040 0 0 5960 .22x0.9 Oun-O7-O4 O4:3OP P.Q2 & REPORT™ER-4607 Reissued February 1, 2003 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 - www.icboes.org Filing Category: FIRE-RESISTIVE CONSTRUCTION—Other Flre-resistlve Construction applied at a minimum rate of 500 square feet per gallon (12.2 nf/L) when diluted 1:1 with water, or at 1000 square feet per gallon (24.4 irrVL) when applied at full strength. MONOKOTE* FIREPROOFING MATERIALS W. R. GRACE & CO. CONSTRUCTION PRODUCTS DIVISION 62 WHITTEMORE AVENUE CAMBRIDGE, MASSACHUSETTS 02140-1632 1.0 SUBJECT MK-6/HY. MK-6/HY Extended Set (MK-6/HY ES), MK-68 and Retro-Guard* RG Standard Density Cementitious Fireproofing Materials; Monokote* Z-106, Z- 106/HY and Z-106/G Medium Density Cementitious Fireproofing Materials; and Monokote* Z-146 High Density Cementitious Fireproofing Material. 2.0 DESCRIPTION 2.1 General: Monokote MK-6/HY, MK-6/HY ES, MK-6s, 2-106, Z- 106/HY, Z-106/G. Z-146 and Retro-Guard RG direct-to- steel fireproofing materials are milt-mixed Cementitious materials that are machine-applied for fire-resistive protection of structural framing members, concrete pan joists and steel floor or roof sections in all types of construction. The fireproofmg materials have a Class I (1997 Uniform Building Code™ IUBC]) or Class A (2000 International Building Code* [IBC]) flame-spread classification and a smoke-developed rating of 50 or less when tested in accordance with UBC Standard 8-1 and ASTM E 84. The fireproofing materials are permitted to be used within plenums. MK-6/HY, MK-6/HY ES, MK-6s. Z106, Z-106/HY, Z- 106/G, and Z-146 are used for new construction. Retro- Guard RG rs used for retrofit spray applications, and turns to light blue when dry. Z-146 may be used on weather- exposure surfaces as defined in UBC Section 224 or IBC Section 2502. W. R. Grace & Co. Spatterkote SK-3 is a mill-mixed Cementitious material applied as a primer to galvanized steel floor or roof metal decks, as specified in Tables 2 through 8 of this report. W. R. Grace & Co. Monokote Accelerator may be added to MK-6/HY, MK-6/HY ES, MK-6s, RG, Z106,Z-106/HYand Z-106/G to a maximum percentage of 5 percent by weight, as a field-application aid. Firebond Banding Agent and Firebond Concentrate are manufactured by Fiberlock Technologies, Inc., and are bonding agents used when applying injected Z-106/HY to bare structural steel shapes or when applying fireproofing materials to wide-flange structural steel shapes having an unknown primed or painted surface in accordance with Section 2.3.5 of this report. The Firebond material is 2.2 Mixing and Densities: MK6/HY. MK-SfHY ES, MK-6& and Retao-Guatd RG are supplied in bags and mixed with approximately 9 gallons (34 L) of water per 48 pounds (21.8 kg) of material. Monokote Z-106, Z-106/HY, and Z-106/G are supplied in bags and mixed with approximately 6 gallons (22.7 L) of waterper43 pounds (19.5 kg)of material. Monokote Z-146 is supplied in bags and is mixed with approximately 4 gallons (15.1 L) of water per 49 pounds (22.2 kg) of material. These materials have setting characteristics and must be applied promptly after mixing, Clean equipment must be used. The materials are mixed in a plaster mixer and then machine-applied through a nozzle, with air pressure and volume adjusted to provide the proper spray pattern. Application is achieved by application of one or more coats, and patching may be done by hand. 7Jie in-place density required for the fireproofing materials is shown in Table 1. In-place density must be verified by the method prescribed in UBC Standard 7-6 (UBC) or ASTM E 605 (IBC). 2.3 Application: 2.3.1 General: Steel surfaces that are to be protected must be free from substances that may prevent good adhesion. The materials must be applied to the thickness specified in Tables 2 through 6 of this report, as applicable. 2.3.2 Application to Galvanized Steel Floor and Roof Units: MK-6/HY, MK-6/HY ES, MK-6s. RG.Z-106/G, Z-106 and uninjected 2-106/HY may be sprayed directly onto galvanized steel fluted floor units. When applying MK- 6/HY, MK-6s, MK-6/HY ES, Z-106/G and RG, all roof units without concrete topping and all cellular (flat) portions of galvanized metal decks must first be primed with an application of Spatterkote SK-3. The SK-3 application should result in an evenly distributed spattered surface, leaving 10 to 30 percent of all deck surface exposed. Over- spray onto other surfaces is allowed, but is not required. The SK-3 thickness constitutes part of the fireproofing thickness. The material is mixed in accordance with the manufacturer's instructions. When applying Z-106 or injected or uninjected Z-106/HY, all cellular (flat) portions of galvanized metal decks must be lathed with 2.5-pound-per-squarfryard (0.95 ko/nV), diamond-mesh, %-inch (9.5 mm), expanded metal lath, which must comply with ASTM C 847. •HSffiPOflrW"0" HOI t* 6t eomirutd at rtprtitHtng atittitttct or any eiAir atvtfintei not iptclfica&y aitdrtiltd, »or art iht? to bi coxstrutdat einndeiitmtnl ujikt igbjttl t>f tilt ffpori ot a ncvHnitiidalian for ,u »«. Hurt a no warranty by ICSO Evaluation Strvitt, /«t,, rtprtis ur implied, as loony find lug or oihtt mo It IF in this rrpon. or as u> anyprodufi covtrid by fhtrtporl AHSI Copyright © 2002 Page 1 of 17 Oun-O7-O4 O4:31P 8 of 17 P. 03 ER-4607 2. Floor beams supporting mlxad/callular decking with a normal-weight concrete slab'": BEAM SIZE W8x67 W 10 « 60 W8* 28 W8*10 MINIMUM W/D RATIO 1,60 1.20 0.80 0,37 4HR. 1V, IV. 2 <2'//) *''i 3HR. 1 1V, 1V, (1V,*) 2V, 2HR. V. ''. V,(1-) I1/, 1 HR. V V V (•/.*) 1 3. Floor beams supporting a lightweight concrete slab or fluted form units with lightweight concrete topping: Minimum unrestrained flreproofing thickness (inches)*10: SEAM SIZE W8*67 W10*60 W8x 28 W8*1Q M1KIMUM W/0 RATIO 1.60 1.20 0.80 0.37 4HR. IV. 1V. 1V. (2V/) 1V. 3HR, 1 1V. IV. 0V) 2% 2HR. v. T>. 1 (1V.') 1V, 1HR. V. V VO'.1? '/* 4. Floor beams supporting mlxedteellular decking with a lightweight concrete slab*-": BEAM SIZE W8x 67 W 10 * 60 W8*28 W8x10 ^1 „ . jp •• MINIMUM W/D RATIO 1.60 , 1.20 0.80 B , 0.37 4HR. 1V, iv. 2 <2V,-> 3V. 3HR. 1 1V, 1V. (1V/) IJtl ZHR. v, 7', 1d'C) IMJVT 1HR. '/,+ v,+ V(V) V4m... — ...... .^ 5. Floor joists supporting mixed cellular/fluted decking with lightweight or normal-wtlght concreta alab or wtth solid concrete slab: JOISTS AND BRIDGING1 """ WITH Oft WITHOUT LATH, SCRIM OR NET Top and bottom chords consist of two angles with a minimum total area. of 0.96 and 0.77 sjt.jfi, resoectfvelv. \M8D members am either round bars or angles. Minimum area for the end diagonal web Is 0.444 sq. h. Minimum area for the first six interior dtagonafwabs is 0.406 sg. in. Alt other interior webs have a minimum area of 0.196 sq. in, Top and bottom chords consist of two angles with a minimum total area of 1.74 sq. in. First five web members are either round ban or angtes^SBe sq. in. All other interior webs have a minimum area of 0.441 sqL in. 10K130kst 10K1 30ksi Min. 16K2 joists with max. 30 fcsi tensile stress and for min. 12K3 joist* at 24 ksi max tensie stress Min. 16K2 joists with max, 30 ksi tensile stress and lor min. 12K3 joists at 24 kst max. tenste stress SPACING NA NA More than A ft. o.c. Less or equal to 4 ft. o.c. More than 4 ft. o.c, Less or equal to 4 ft. o.c. 4HR. 2V. 2V, NR NR NR NR 3HR. 2V. 2V. 3V4 2V. 2V4 2V. 2HR- 2V, 2V. 21/, 1V, 1V. 1V, 1HR. IV. 1 iv. 1 1 1 For SI: 1 hch = 25.4 mm, NR = Not recognized NA = Not applicable + Increase thickness by '/„ inch tor Z-106/HY to the nearest V, inch. •Protection thicknesses when lower flange edge thickness is reduced to one-hatf. « §zoo25°S S °» oo 3> or- mSgS §s ^TJ Sg H iS O 71C I w"nm71 Smo > 555 C CUSERMR TIMBER STRUCTURES2WOOD NAILERSYES NOXro w0 O0 Oo ->•c: Ooo ro0 01 9 m| co HS H ci «Sffl§"522:HP,i TlO*mwco "TIOZJ EPROJECTmz mcocom to ;o co Em oX oo HI 30 o oz ro m m m m O OTY OJ Cfl SoB &o m H r o n o rn o i- m 5]3iOl/l D OoCDOgzo ooOOmC/>0)O;omo)H O C o m TJ 70o mo 70 rorn70 cnH7JCQ m mzH c_m COCOmrozo 33 rom o CD WmTI o X zo T) \ **Zo toto O) -, "?g QSc70 C TW M CD CO GIRDERDEPTHCO D _ !§ ro ro to GIRDERDEPTHa _m o O) m NJ cn D m m m O om mOm C/>•omo>zomc/>O m TJo>romc/>OzzOHmen O o zOHm D z O m R70E u LUU.Q rt+ 5 53 Q S-j-^ o .- <£« o ^ /i IT -j 5^to .b -* Vr 1|I «= o H TO ^U 3° V ^O ^<T) ^ rv>;^t O ^t 2 /?H- ^Q^ ^s^*s ^~A i ~^~ d £\ 1 ^i <^> (2) f , Vy -ir- 4 A e>^X /\ < O C^p ^ ^ Q _^__ 3- ^ ^^^SS c\ ^SH \ ^~v ^"*-j^ 3 Q) ^ ^vji0 ^s rta 7- Q<£0 *) i V)