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HomeMy WebLinkAbout2605 CARLSBAD BLVD; ; CB010285; Permit01-08-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB010285 Building Inspection Request Line (760) 602-2725 Job Address: Perm it Type: Parcel No: Valuation: Occupancy Group: Project Title: 01/08/2002 2605 CARLSBAD BL CBAD Tl Sub Type: Lot#: $1,026,600.00 Construction Type: Reference #: ARMY/NAVY ACADEMY-14500 SF DORMITORY COMM 0 NEW Status: Applied: Entered By: ISSUED 01/23/2001 RMA' Plan Approved: Applicant: ARMY NAVY ACADEMY Owner: Issued: 01/08/2002 Inspect Area: 8388 01/08/02 0002 01 CGP 4858-57 Total Fees: $6,898.57 Total Payments To Date: $2,040.00 Balance Due: $4,858.57 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $3,139.08 Meter Size $0.00 Add'l Reel. Water Con. Fee $2,040.40 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $215.59 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 $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $924.00 $410.00 $169.50 $0.00 $0.00 $0.00 $0.00 $6,898.57 Inspector FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE ttfet 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL Plan Ck. Deposit Validated Date 2605 Carlsbad Blvd. Carlsbad CA. 92508 Army and Navv Acadeiay, Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Dormatory Existina Use 14,500 Proposed Use 40 2605 Carlsbad Blvd. Carlsbad Telephone # Name Address City State/Zip Telephone # (Sec. 7031 .5 Business and Professions Code: Any City or County which requires a permit to construct, after, 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 [$500)). Name Address State License # License Class Designer Name Address State License # City State/Zip Telephone # City Business License # City State/Zip Telephone Workers' Compensation Declaration: 1 hereby affirm under penalty of perjury one of the following declarations: n I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. n 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 [$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 ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE _ _ DATE _ ;f r^iifVN^ «$':»& -i:-t rm&f^i^^i :> n--^v.y^":;$ •<•$'$>»' v^teHr^^f %$% ty^-f J^j-s:. $ -ev, ; I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). |S 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 contractors) licensed pursuant to the Contractor's License Law). Q I am exempt under Section _ Business and Professions Cofle for this reason: 1 . I pez$ona1ly plan to provide the major labor and materials for construction of the proposed property improvement. \£^ M ~~*\2. IXhavewnave not) signed an application for a building permit for the proposed work. YES . 3. I Rave contracted with the following fierson (firm) to provide the proposed construction (include name / address / phone number / contractors license number): TO 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); Sve/iontracted (hijisdkthe following persons to provide the work indicated (include name / address / phone number / type ^2. "^^ 5. I will provide some of the work, b of work); IG PERMITS ONLY 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 Q NO Is the facility to be constructed within 1,000 feet of the outer boundary at a school sits? 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,»li«S'^^iU<^Bi!iV*^WlU'!(li^ntWi'i'5'X:(lS'e*i#i'^'-'.'! 3':«>.! -•'•, " "; "I ••':-:-;«";<:'.^~!'i'>:.™S"""':«"tr':b;:J< ••:'<'>>"•'•/> -.;!-> — ; '••''::."', ,--• :,:*>.?.:•' ;-.••-:-:•; ">>:."•;«•"•:> '•'>>• :,..-' - „ ..,;•>>,:;,:. .E'i.->fVWra:l;HW«^lMN:jtfcl^WQ.Avil-™«:T;.;>;.-:-;!''- tf-<, •', ' 1 >~,", :.";>:«>;•;>.: awA i>:«y.;;;!"=,; V" ,::v * • :"r.: >". , ;•:;..•}?;-» -;;.;: t-ff!''•'•••?•.*•* HI "„>••,• -' '.- lN-:v-'.:r - •"•,;. ,-v:-v - ••.:':v''••-,:. 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(1) Civil Code). LENDER'S NAME _ LENDER'S ADDRESS i^*&!K8^ 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. 1 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 buijdjrja Official under theDjoiiisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comnjB«cefJwSjirf 180 daysir^^Teaate of s^ch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is cor^T6^edfp>fl^riQd-cj3^dife(t8ection iqe&.4 Uniform Building Code). APPLICANT'S SIGNATURE Jf"gK^"' tf^L -^'^ ^^T DATE / " ^ ~"^ 7HITE; File YELLOW; Applicant PINK: Finance Inspection List Permit*: CB010285 Type: Tl Date Inspection Item 12/17/2003 89 12/17/2003 89 09/16/2003 89 09/12/2003 89 09/11/2003 89 09/04/2003 89 09/03/2003 29 08/19/2003 34 08/18/2003 34 08/11/2003 11 08/06/2003 14 08/06/2003 34 07/17/2003 11 07/17/2003 13 07/11/2003 11 05/30/2003 17 05/30/2003 18 05/29/2003 18 05/19/2003 13 05/16/2003 13 02/05/2003 17 02/04/2003 17 01/06/2003 23 01/02/2003 17 12/09/2002 18 10/29/2002 11 10/17/2002 17 09/30/2002 13 09/12/2002 14 06/04/2002 13 06/04/2002 13 05/23/2002 14 05/23/2002 22 05/23/2002 24 05/22/2002 16 05/22/2002 34 05/06/2002 14 04/30/2002 14 04/15/2002 14 04/03/2002 15 04/01/2002 15 03/29/2002 13 03/29/2002 15 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Plumbing Rough Electric Rough Electric Fig/Found ation/Piers Frame/Steel/Bolting/Weldin Rough Electric Ftg/Foundation/Piers Shear Panels/HD's Ftg/Foundation/Piers Interior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Shear Panels/HD's Shear Panels/HD's Interior Lath/Drywall Interior Lath/Drywall Gas/Test/Re pairs Interior Lath/Drywall Exterior Lath/Drywall Ftg/Foundation/Piers Interior Lath/Drywall Shear Panels/HD's Frame/Steel/Bolting/Weld in Shear Panels/HD's Shear Panels/HD's Frame/Steel/Bolting/Weldin Sewer/Water Service Rough/Topout Insulation Rough Electric Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Roof/Re roof Roof/Re roof Shear Panels/HD's Roof/Re roof CO MM Inspector Act - PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY NF NF NF NF NF RB RB Rl AP PA CA NR NR CA PA PA PA PA PA AP we CA AP AP NR AP CA AP NR AP PA AP PA PA AP PA AP AP NR we AP PA PA PA PA PA AP CO NS CO ARMY/NAVY ACADEMY-14500 SF DORMITORY Comments NOON TIME INSPECTION PLEASE TEMP C OF O PER ALL DEPTS, NOTICE ATTACHED GAS METER RELEASE EMR ALREADY DONE ELECT SERVICE EMR WEST END WALKWAY WALL FRAMING @ 2 EXISTING SEE BLDGS WHERE REPLACED DUE TO MOLD NO SUPER NEED GROUND WIRE 1ST LAYER LIDS SHEAR @ WINDOWS WINDOW FRAMING INTERIOR SHEAR PANELS INTERIOR SHEAR PANELS INTERIOR SHEAR WALLS PER NICK EXTERIOR WALLS SEE CARD SEE ATTACHED NOTICE Thursday, December 18, 2003 Page 1 of 2 City of Carlsbad Bldg Inspection Request For: 09/16/2003 Permittf CB010285 Title: ARMY/NAVY ACADEMY-14500 SF Description: DORMITORY Inspector Assignment: PY 2605 CARLSBAD BL Lot 0 Type: Tl Job Address: Suite: Location: APPLICANT ARMY NAVY ACADEMY Owner: Remarks: Sub Type: COMM Phone: Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JAMES Entered By: CHRISTINE Act Comment Associated PCRs/CVs DIRTY, TRASHED BATHROOM; ARMY NAVY ACADEMY; DEFERRED TRUSS SUBMITTAL ARMY NAVY REQUIREMENT; VERIFY CONSTR. CHANGES:ALL ADENDA/RFI'S ARMY NAVY ACADEMY; TRANSMITTAL DATED 11/5/02 ARMY NAVY ACADEMY; CONVERT COPY ROOM TO OFFICE ARMY NAVY ACADEMY-REVISE; DISABLED ACCESS LOCATION & ACCESSABLE C CV020453 PCR02049 PCR02220 PCR02287 PCR99178 PCR99222 CLOSED ISSUED ISSUED ISSUED ISSUED EXPIRED Inspection History Date Description Act Insp 09/12/2003 89 Final Combo CA PY 09/11/2003 89 Final Combo NR PY 09/04/2003 89 Final Combo NR PY 09/03/2003 29 Final Plumbing CA PY 08/19/2003 34 Rough Electric PA PY 08/18/2003 34 Rough Electric PA PY 08/11/2003 11 Ftg/Foundation/Piers PA PY 08/06/2003 14 Frame/Steel/Bolting/Welding PA PY 08/06/2003 34 Rough Electric PA PY 07/17/2003 11 Ftg/Foundation/Piers AP PY 07/17/2003 13 Shear Panels/HD's WC PY Comments GAS METER RELEASE EMR ALREADY DONE ELECT SERVICE EMR WEST END WALKWAY WALL FRAMING @ 2 EXISTING BLDGS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FUR^R INFORMATION, CONTACT YES PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 09/04/2003 Permit# CB010285 Title: ARMY/NAVY ACADEMY-14500 SF Description: DORMITORY Inspector Assignment: PY 2605 CARLSBAD BL Lot 0 Type: Tl Job Address: Suite: Location: APPLICANT ARMY NAVY ACADEMY Owner: Remarks: Sub Type: COMM Phone: 6199540571 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: NA Entered By: CHRISTINE Act Comment Associated PCRs/CVs DIRTY, TRASHED BATHROOM; ARMY NAVY ACADEMY; DEFERRED TRUSS SUBMITTAL ARMY NAVY REQUIREMENT; VERIFY CONSTR. CHANGES:ALL ADENDA/RFI'S ARMY NAVY ACADEMY; TRANSMITTAL DATED 11/5/02 ARMY NAVY ACADEMY; CONVERT COPY ROOM TO OFFICE ARMY NAVY ACADEMY-REVISE; DISABLED ACCESS LOCATION & ACCESSABLE C Inspection History Date Description Act Insp 08/19/2003 34 Rough Electric PA PY 08/18/2003 34 Rough Electric PA PY 11 Ftg/Foundation/Piers PA PY 14 Frame/Steel/Bolting/Welding PA PY 34 Rough Electric PA PY CV020453 PCR02049 PCR02220 PCR02287 PCR99178 PCR99222 CLOSED ISSUED ISSUED ISSUED ISSUED EXPIRED 08/11/2003 08/06/2003 08/06/2003 07/17/2003 07/17/2003 07/11/2003 05/30/2003 05/30/2003 05/29/2003 11 Ftg/Foundation/Piers 13 Shear Panels/HD's 11 Ftg/Foundation/Piers 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall Act PA PA PA PA PA AP WC CA AP AP NR Comments EMR ALREADY DONE ELECT SERVICE EMR WEST END WALKWAY WALL FRAMING © 2 EXISTING BLDGS PY PY PY PY PY City of Carlsbad Bldg Inspection Request For: 06/04/2002 PermiW CB010285 Title: ARMY/NAVY ACADEMY-14500 SF Description: DORMITORY Inspector Assignment: NF Type:TI Sub Type: COMM Job Address: 2605 CARLSBAD BL Suite: Lot 0 Location: APPLICANT ARMY NAVY ACADEMY Owner: Remarks: AM PLEASE Phone: 6199228471 Inspector: Total Time: CD Description 13 Shear Panels/HD's Requested By: DANA Entered By: CHRISTINE Act Comments Associated PCRs PCR02049 ISSUED PCR99178 ISSUED PCR99222 EXPIRED Inspection History Date 05/23/2002 05/23/2002 05/23/2002 05/22/2002 05/22/2002 05/06/2002 04/30/2002 04/15/2002 04/03/2002 04/01/2002 03/29/2002 03/29/2002 03/28/2002 03/26/2002 03/21/2002 03/08/2002 03/06/2002 02/22/2002 02/14/2002 02/12/2002 Description 14 Frame/Steel/Bolting/Welding 22 Sewer/Water Service 24 Rough/Topout 16 Insulation 34 Rough Electric 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 15 Roof/Reraof 15 Roof/Reroof 13 Shear Panels/HD's 15 Roof/Reroof 24 Rough/Topout 24 Rough/Topout 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/BoltingAVelding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding Act NR we AP PA PA PA PA PA AP CO NS CO PA PA PA CO PA PA PA PA Insp PY PY PY PY PY NF NF NF NF NF RB RB NF NF NF NF NF NF NF NF Comments INTERIOR SHEAR WALLS PER NICK EXTERIOR WALLS SEE CARD SEE ATTACHED NOTICE 2-TOILET RMS FOYERS ONLY SEE NOTICE ATTACHED CITY OF CARLSBAD BUILDING DEPARTME DATE NOTICE LOCATION PERMIT NO. Of - (760) 602-2700 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 03/29/2002 Permits CB010285 Title: ARMY/NAVY ACADEMY-14500 SF Description: DORMITORY Inspector Assignment: Type:TI Sub Type: COMM Job Address: 2605 CARLSBAD BL Suite: Lot 0 Location: APPLICANT ARMY NAVY ACADEMY Owner: Remarks: AM PLEASE Phone: 6199228471 Inspector: Total Time: CD Description 13 Shear Panels/HD's Associated PCRs PCR02049 ISSUED PCR99178 ISSUED PCR99222 EXPIRED Inspection History Requested By: DANA Entered By. ROBIN Act Comment Date 03/26/200 03/21/200 03/08/200 03/06/200 02/22/200 02/14/200 02/12/200 02/06/200 02/06/200 01/31/200 01/30/200 01/30/200 01/22/200 01/16/200 01/16/200 01/1 1/200 01/11/200 01/10/200 01/09/200 Description 24 Rough/Topout 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 21 Underground/Under Floor 31 Underground/Conduit-Wiring 21 Underground/Under Floor 21 Underground/Under Floor Act PA PA CO PA PA PA PA AP AP PA PA PA PA PA PA AP PA PA PA tnsp NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF Comments FOYERS ONLY SEE NOTICE ATTACHED SEE CARD NOTICECITY OF CARLSBAD (760) 602-270C BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE - _ T,ME LOCATION PERMIT NO. C FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L J YES FOR FURTHER INFORMATION, CONTACT __ . fHONE ~CODE ENFORCEMENfoFFICER ~ APR-01-02 03=33 PM ING.250 1327 JAMKAR ENGINEERING Civil & Structural Engineers 4931 Birch St. Newport Beach, CA 92660 (949) 250-0522, Fax (949) 250-1527 SHEET NO CALCULATED BY .-^.H CHECKED BY SCW-E O? DATE DATE P. 02 4 «-. To felL \o '/ Q M H APR. 01. 2002 (FRI) 15:21 COMMUNI CAT I ON No. 1 0 PAGE. 2 KLEINFELDER Construction Observation Report Project Name Client Project Contractor . Reviewed by Date DFR No Time Arrived IP: Bldg. Permit No. Date Reviewed Time Departed Travel Time Type of Observations D Masonry D Welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations Q Fireproofing D Metal Decking D Concrete D Soil 59 Other Documents Referenced ^ Report items comply D Report items incomplete D Report items^cpmply with exceptions Acknowledged by —— Represents ng . . . ———— Page of Kleinfelder Representative Signature Kleinfelder Representative Print Name F-1 (9/93J KLEINFELDER Construction Observation Report Project Name Client — nate Project Location Contractor i- DFRNo. Reviewed by — "Bldg. Permit No. C£> <?/1? 2 &-S Date Reviewed - Time Arrived ~- Time Departed Cime - Type of Observations-,s-, i D Masonry V f let &( Welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking C Concrete G Soil G Other Documents Referenced Summary 1 1 V/Vcx i fo*J pF"/Of J2k^ Ajo /£ Report items comply D Report items incomplete D Report items comply with exceptions I U9\Acknowledged by ^PP\ / / C *tL Representing - — Page \ of KleintoMer Representative Signat KLEINFELDER Construction Observation Report Project Name Client Project Location Contractor QidjC Reviewed by Bldg. Permit Date Reviewed Date DFR No Time Arrived _.. Time Departed /-/-' Travel Time / !Vp« of Observations D Masonry D Welding D Bolting [_J Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking 0f Concrete [2 Soil CJ Other Documents Referenced Cj. Report items comply D Report items incomplete G Report items comply with exceptions Acknowledged by Representing PageV- - of 4 F-1 |9/93) l/o-Z-4&L Kleinfelder Representative Signature Kletnfelder Representative Pnnf A/ame KLEINFELDER Construction Observation Report Project Name Client Project Locgfno Contractor Reviewed by Date DFRNo Time Arrived - Bldg. Permit Date Reviewed Time Departed Travel Time 3 type of Observations D Masonry D Welding D Bolting D Batch plant D Reinforcement Steel n Pre-Post Tensioned Tendon D Foundations U Fireproofing D Metal Decking Concrete Soil Other Documents Referenced Summary y x ___ *r LJ Report items comply Q Report items incomplete D Report items comply witj^ceptions Acknowledged by Representing Page -J of _/ UCteinfelderBepr^sent^wreS/gnafure Kleinf elder Representative Print Name KLEINFELOER Construction Observation Report Project Name Client -— ,. Project Location Contractor Date reject I I - O I DFRNo. Time Arrived Reviewed by Bldg. Permit No.C^^<PlO cP-'TST Time Departed ^_ Date Reviewed ________ ______ Travel Time f^L_ - type of Observation*D Masonry D Welding D Bolting [H Batch plant n Reinforcement Steel D Pre-PostTensioned Tendon D Foundations D Fireproofing D Metal Decking Concrete Soil Other Documents Referenced Summary .M^C jJ^C. 3_Report items comply Acknowledged by Representing Page _/._ of F-1 |9/93) D Report items incomplete D Report items comply with exceptions f^\ < Kleinfelder Representatie Signature Kleinfelder Representative Prinf Wame KLEINFELDER Construction Observation Report Project Name Client Project Location Contractor Reviewed by DFRNo „ Time Arrived Bldg. Permit No^^f^ £?/£2e2-^LS Time Departed Date Reviewed ~* "TS trf'f -JrtnrePfime Type of Observations D Masonry D Wfelding D Bolting D Batch plant jxffi Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing n Metal Decking n Concrete D Soil G Other Documents Referenced 7 S&SIK^. Report items comply Acknowledged by Representing L of D Report items incomplete D Report itecornply with exceptions I />^C^ Representative Signature Kleinfelder Representative Print Name KLEINFELDER Construction Observation Report Project Name Client A-J/H>y Project Locationi. Contractor — Reviewed by Projecting. V I lr_P . Permit Date Reviewed Date J—tx. DFRNo Time Arrived Time Departed' Travel Time _L_ ' 0 Type of Observations LI Masonry D Welding !"] Bolting LI Batch plant jSl^ Reinforcement Steel LI Pre-Post Tensioned Tendon G Foundations D Fireproofing D Metal Decking Zl Concrete D Soil [H Other Documents Referenced Report items comply Acknowledged by Representing Page ..{ of _[ Report items incomplete D Report ite ^&AzM&&% ly with exceptions Kleinfelder RepresentateS/gnafure Kleinfelder Representative Pn'nt /Vame CONSTRUCTION TESTING* ENGINEERINGS:. SAN DIEGO, CA RIVERSIDE, CA VENTURA, CA TRACY, CA 2414 Vineyard Ave. 490 E. Prtoeetand Cl. IMS Pacific Ave. 242 W. Larch Smite G Suite 7 Suite IDS Suite F Etcondldo, CA 92029 Coron*, CA 91719 Oinard, CA 93033 Tracy, CA 95376 (760)746-4955 (909) 371-1890 (805) 486-6475 (Z09) 839-2890 LANCASTER, CA SACRAMENTO, CA N. PALM SPRINGS, CA 42156 l«th St W. 3628 Mtdisoa Ave. 19020 N, ladtea Ave. Unit k Suite 22 Suite 2-K Lancatter, CA 93534 N. Hlghlandi, CA 95660 N. Palm Springs, CA 92258 (661) 716-9676 (916) 331-6030 (760) 329-4677 ENGINEERING, INC. (7*0) 746-MMW FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 FAX (661) 716-0246 FAX (916) 331-6037 FAX (760) 328-4896 FAX Report of Asphalt Testing To: Project Name: Job#: Carlsbad USD Carlsbad Academy 10-6427G Spec.*:Ubfe 13458 Sample Number: Sample Depth (ft): Sieve Size: 1of 1 % Passing % Passing Sample Data: 400 III C2 Date Sampled: July 31. 2003 Specifications: Cattrans 1/2" Maximum Medium Specifications Remarks 1inch(25mm) 3/4inch(19mm) 1/2inch(12.5mm) 3/8inch(9.5mm) #4(4.75mm) #8(2.36mm) #16(1.18mm) #30(0.6mm) #50(0.3mm) #100(0.15mm) #200(0.075rr.m) 100 99 88 63 18 41 33 23 13 7 100 95-100 80-95 54-71 38-54 17-32 3-8 Conforms Conforms Conforms Conforms Conforms Does Not Conform Conforms Asphalt Binder % Stability Flow Stabilometer Value Unit Wt 5.13 30 151.2 25 Conforms TESTING DONE IN ACCORDANCE WITH: AASHTO T30, ASTM P2172, ASTM D 2041, ASTM D1560, ASTM D 1561. ASTH D 1118, ASTM D 2726, AND ASTM D1559. Douglass Johnston, Laroratory Manager -~ Date: 8/5/03 CONSTRUCTION TESTING & ENGINEERING (760) 746-4955 FAX (760) 746-9806 Jyrnx^/\yi& fXGlMKKtaNQ.ftC. GEOTECHNICAL • ENVIRONMENTAL • CONSTRUCTION INSPECTION AND TESTING • CIVIL ENGINEERING • SURVEYING D a n ODD nan NOGLE ONUFER ASSOCIATES ARCHITECTS City of Carlsbad - Building Department 1760FerridayAve. Carlsbad, CA 92008 October 15, 2002 ATTN: Pat Kelly RE: Army Navy Academy Pat, attached please find a sample proposed window being utilized on the Army Navy Academy. Will you please review this window with the Fire Marshal to verify that the security screen does not invalidate the emergency egress function. When you have reached your decision, please call me, and I'll come by and pick-up the sample. Russ Onufer Attachment: 1 window L-t4-e •HZ*v~ LO \,—>QXvj f>V ^ejAcO— a 0 EsGil Corporation In Partners/tip vfitH government for Quitting Safety DATE: December 17, 2001 OAP«U|CANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 01-285 SET:V PROJECT ADDRESS: 26O5 Carlsbad Blvd. PROJECT NAME: Dormitory Building for Army & Navy Academy 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: [Xj Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: c Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: --* By: Sergio Azuela (by KC) Enclosures: Esgil Corporation D GA D MB D EJ t] PC 12/10/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In fartners&ip witk government for $uiG£itiff Safety DATE: November 27, 2001 Q APPLICANT JURISDICTION: Carlsbad Q FILE PLAN CHECK NO.: 01-0285 SET: IV PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Dormitory Bldg. for Army & Navy Academy 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: Roger Cellini P.O. Box 3000, Carlsbad, CA 92018 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: Roger Cellini Telephone #: (760) 729-2385X242 Date contacted: nJzWoi (by:Aav) Fax #: (760) 729-9274 Mail •—Telephone Fa>c-x In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 11/16 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad O1-0285 IV November 27, 20O1 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-0285 PROJECT ADDRESS: 2605 Carlsbad Blvd. SET: IV DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 11/16 November 27, 2001 REVIEWED BY: Sergio Azuela 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. Alt items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad 01-O285 IV November 27, 2001 4 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 53. If special inspection is required, the designer shall complete the attached Special Inspection Notice. • The City of Carlsbad will resolve this correction. • DISABLED ACCESS Provide note and details on the plans to show compliance with the enclosed Disabled Access Review List. 1. Dormitories and similar places of transient lodging shall comply with the following provisions per section 1111B.4. 3. Public rooms and common use areas shall be made accessible as required by other sections. Section 1111B.2 Shower/Toilet rooms 106 and 130. • The exception of Section 1111 B.1 is only applicable for unreasonable hardship cases. Therefore is not applicable to this project. Original correction is still applicable. • See attached letter. 4. Recreational facilities, when provided, including swimming pools, shall comply with sections 1104B.4.3 and 1132B.2. Section 1111 B.3. Faculty Room 232. • Faculty Room has the only Kitchen in the Building and therefore shall be made accessible. The applicant shall provide and elevator or shall provide and accessible Faculty Room on the First Floor. 4 If the Faculty Room is intended to be removed, it shall be removed from all the plans including PME plans, etc. 5. When kitchen accommodations are provided, the number of such accommodations shall be equal to units provided per Table 11 b-3. a) Countertops other than those made of tile, stone or cultured stone, shall be constructed to provide the following: Carlsbad O1-0285 IV November 27, 2OO1 i) A minimum linear length of 30" at the kitchen sink and a work surface, both of which are to be designed to enable repositioning to a minimum height of 28". (1) Please include on the plans all applicable dimensions and note the underlined part of the correction above. ii) The base of the cabinets directly under the sink and work surface areas. which are designed for repositioning, shall be removable to provide for wheelchair clearance. (1) Note on plans the underline part of the correction above, iv) Finished flooring shall be installed beneath such countertops. (1) Note on plans the underline part of the correction above. • Please verify that the accessible parking spaces provided are in compliance with the minimum required (shall be 3 minimum for more than 50). Please clearly sjhow the total number of parking spaces, including existing and new. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. City of Carlsbad Building Department November 19,2001 TBP/Architecture 2300 Newport Boulevard Newport Beach, CA 92663-3799 Re: Army Navy Academy, Plan Check # 01-0285 Mr. Nolan: I believe the CBC section 1111B4.2 is for "guest rooms and suites". The area in question is a "common use area" and all common use areas shall be accessible. If you have any other questions I can be reached at 760 602-2721 Peterson Carlsbad Building Department Cc: Sergio Azula Plan Check File 1635 Faraday Avenue • Carlsbad, CA 92008-7314 - (760) 602-2700 • FAX (76O) 602-8560 EsGil Corporation In fartnersfiip witfr government for Quitting Safety DATE: August 24, 2OO1 Q APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 01-O285 SET: III PROJECT ADDRESS: 26O5 Carlsbad Blvd. PROJECT NAME: Dormitory Bldg. for Army & Navy Academy 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. X] 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: Roger Cellini P.O. Box 3000, Carlsbad, CA 92018 I | 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: Roger Cellini Telephone #: (760) 729-2385X242 Date contacted: *-*•**! (by: ft**-) Fax #: (760) 729-9274 Mail —Telephone Fax t-^1n Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB ^ EJ D PC 8/16 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 01-O285 III August 24, 20O1 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-0285 PROJECT ADDRESS: 2605 Carlsbad Blvd. SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 8/16 August 24, 2001 REVIEWED BY: Sergio Azuela 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad O1-0285 III August 24, 2OO1 26. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 and IIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. • Applicant's response states "NA". Please clarify why? the sound insulation requirements will not be applicable for this project. + The noise insulation is required. Original correction is still applicable. Applicant shall provide the assembly details with the source of approval and the approval number. 49. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. • The City of Carlsbad shall approved the "DEFERRED SUBMITTAL" for trusses prior to the approval of the plans by ESGIL Corporation. 53. If special inspection is required, the designer shall complete the attached Special Inspection Notice. • The City of Carlsbad will resolve this correction. * DISABLED ACCESS Provide note and details on the plans to show compliance with the enclosed Disabled Access Review List. 1. Dormitories and similar places of transient lodging shall comply with the following provisions per section 1111B.4. 3. Public rooms and common use areas shall be made accessible as required by other sections. Section 1111B.2. Shower/Toilet rooms 106 and 130. • The exception of Section 1111 B.1 is only applicable for unreasonable hardship cases. Therefore is not applicable to this project. Original correction is still applicable. 4. Recreational facilities, when provided, including swimming pools, shall comply with sections 1104B.4.3 and 1132B.2. Section 1111 B.3. Faculty Room 232. * Faculty Room has the only Kitchen in the Building and therefore shall be made accessible. The applicant shall provide and elevator or shall provide and accessible Faculty Room on the First Floor. 5. When kitchen accommodations are provided, the number of such accommodations shall be equal to units provided per Table 11 b-3. a) Countertops other than those made of tile, stone or cultured stone, shall be constructed to provide the following: i) A minimum linear length of 30" at the kitchen sink and a work surface, both of which are to be designed to enable repositioning to a minimum height of 28". (1) Please include on the plans all applicable dimensions and note the underlined part of the correction above. Carlsbad O1-O285 III August 24, 2001 ii) The base of the cabinets directly under the sink and work surface areas. which are designed for repositioning, shall be removable to provide for wheelchair clearance. (1) Note on plans the underline part of the correction above, iv) Finished flooring shall be installed beneath such countertops. (1) Note on plans the underline part of the correction above. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1997 UNIFORM PLUMBING CODE) 67. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 Check to see it the design is shown on the plumbing plan resubmittal. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 68. The boiler room is required to b separated form the remainder of the building by a one-hour occupancy separation. Please detail so on the mechanical floorplans: The "chase" is a shaft and must continue to the roof sheathing, show the termination locations for the boiler flue and combustion air ducts, and note the required occupancy separation on the floorplans. The shaft design is shown, however this remains to be solved: The shaft contains gas flues which are required to be terminated a minimum of 8* away from an adjacent wall. Therefore, if the flue terminates at the top of the shaft on the second story it will be directly adjacent (a code violation) to the upper (non- occupied) story or If the flues ducks back into this (upper story) space and continues through the upper roof, the shaft must maintain the integrity of the separation through this area (not shown) or if the shaft continues up to the upper story roof on the exterior wall, it is not shown as such on the architectural or if the flues are run exposed on the exterior of the building through the upper overhang they should be detailed as such on the plans. Please clarify. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In tpartntTsdip with government for Quitting Safety DATE: June 13, 2OO1 Q _AP1 JURIS: JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: O1-0285 SET: II PROJECT ADDRESS: 26O5 Carlsbad Blvd. PROJECT NAME: Dormitory Bldg. for Army & Navy Academy 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. X] The applicant's copy of the check list has been sent to: Roger Cellini P.O. Box 3000, Carlsbad, CA 92018 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: Roger Cellini Telephone #: (760) 729-2385X242 Date contacted: &-/«-<>/ (by:^ ) Fax #: (760) 729-9274 Mail ^ Telephone Fax ^ In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB El EJ D PC 6/1 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-0285 II June 13, 20O1 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: O1-0285 PROJECT ADDRESS: 26O5 Carlsbad Blvd. SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 6/1 June 13,2001 REVIEWED BY: Sergio Azuela _____ 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans wilt be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings, 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 alt corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad O1-O285 II June 13, 20O1 3. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. 26. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 and IIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. • Applicant's response states "NA". Please clarify why? the sound insulation requirements will not be applicable for this project. 27. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan, if no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: 'This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". • Please clearly show the required note on plans. 33. Every apartment house three stories or more in height or containing 16 or more dwelling units (and every hotel three or more stories in height or containing 20 or more guest rooms and in congregate residences three or more stories in height or having an occupant load of 20 or more) shall have an approved manual and automatic fire alarm system as specified in the Fire Code. Section 310.10 (see exceptions). • Manual fire alarm was not shown on plans. 44. 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. a) The REPORT OF SOILS INVESTIGATION by Geotechnical Exploration, Inc. provided was expired 11 March 1995. Provide an updated report. 45. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans, (required by the soil report - page 14). 49. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. • The City of Carlsbad shall approved the "DEFERRED SUBMITTAL" for trusses prior to the approval of the plans by ESGIL Corporation. 53. If special inspection is required, the designer shall complete the attached Special Inspection Notice. • The City of Carlsbad will resolve this correction. Carlsbad O1-O285 II June 13, 2OO1 • DISABLED ACCESS Provide note and details on the plans to show compliance with the enclosed Disabled Access Review List. 1. Dormitories and similar places of transient lodging shall comply with the following provisions per section 1111B.4. 3. Public rooms and common use areas shall be made accessible as required by other sections. Section 1111 B.2. Shower/Toilet rooms 106 and 130. 4. Recreational facilities, when provided, including swimming pools, shall comply with sections 1104B.4.3and 1132B.2. Section 1111B.3. Faculty Room 232 5. When kitchen accommodations are provided, the number of such accommodations shall be equal to units provided per Table 11 b-3. a) Countertops other than those made of tile, stone or cultured stone, shall be constructed to provide the following: i) A minimum linear length of 30" at the kitchen sink and a work surface, both of which are to be designed to enable repositioning to a minimum height of 28". ii) The base of the cabinets directly under the sink and work surface areas, which are designed for repositioning, shall be removable to provide for wheelchair clearance, iii) The sides and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material appropriate for such uses. iv) Finished flooring shall be installed beneath such countertops. v) Lower shelving and/or drawer space shall be provided in the kitchen at a height of no more than 48". If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1997 UNIFORM PLUMBING CODE) 67. As per UPC, Section 710.0, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the public or private upstream manhole rim elevations. Only fixtures with flood rim levels below the public upstream manhole rim elevation may flow through a backwater valve. Please show the elevation of the upstream public or private sewer manhole cover. If a backwater valve is required only for certain fixtures, show how compliance is met for the appropriate fixtures. Please provide the elevation of the upstream public or private sewer manhole cover, not the invert.. Carlsbad O1-O285 II June 13, 20O1 68. The "water heater room" also contains a large space heating boiler. The combustion air design provided as well as the boiler flue size on the mechanical plans does not include both the water heater and space heating boiler. Please include both items for the combustion air and flue design. Provide revised duct sizing including an allowance for termination screening. The duct sizing is marginally non-complying without the mesh calculation. Note: The response combustion air ducting does not match the plan sheets combustion air design, the plan sheets sizing changes throughout the 2nd floor routing. 69. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 Is the gas line sizing shown on the plans? MECHANICAL (1997 UNIFORM MECHANICAL CODE) 70. The boiler room is required to b separated form the remainder of the building by a one-hour occupancy separation. Please detail so on the mechanical floorplans: The "chase" is a shaft and must continue to the roof sheathing, show the termination locations for the boiler flue and combustion air ducts, and note the required occupancy separation on the floorplans. The shaft requirement for the mechanical room is an occupancy separation and is unrelated to the building type of construction. As such it will require the occupancy separation shaft to continue to the roof sheathing for the ductwork installed therein. Finalize the combustion air design and show shaft protection completely for the combustion air system. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In <Pa.rtnersfi.ip with government for DATE: February 2, 2001 OAPPLtgANT JURISTJ JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 01-O285 SET: I PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Dormitory Bldg. for Army & Navy Academy 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 Esgit 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: Roger Cellini 2606 Corlobod Blvd., Carlsbad, CA 92018 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: Roger Cellini (V'M..) Telephone #: (760) 729-2385X242 Date contacted: 2 -&-oi (by: £**-) Fax #: fT&o)"?^-^-^-^ Mail •' Telephone *- Fax-- In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation ^ MB |3 EJ D pC 1/25 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-0285 February 2, 2001 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 01-0285 OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: 36,000 SF 6k X 2 (stories) X 2 (sprinklers) SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 01/03/01 DATE INITIAL PLAN REVIEW COMPLETED: February 2, 2001 JURISDICTION: Carlsbad USE: Dormitory ACTUAL AREA: 18,676 SF STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/25 PLAN REVIEWER: Sergio Azuela 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 ordinance 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. LIST NO, 16, R-1 GENERAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1997 UBC )Mforw.dot Carlsbad 01-0285 February 2, 2001 • GENERAL 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire , Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. 3. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. 4. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Type of Construction. Please note that the type of construction shown on sheet AS-1 may be other than VN because the floor area of the second floor exceeds 3000 SF and Section 310.2.2 requires a type 1hr fire resistive construction. • Floor Area. Please include the covered patio and covered balcony within the building floor area. 4 Justification to exceed allowable area in Section 310.2.2. 5. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including patio, deck and balcony. Section 106.3.3. Carlsbad 01-0285 February 2, 2001 6. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.3. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO YES SOILS REPORT FOUNDATION INSPECTION • STRUCTURAL CONCRETE YES S-PLANS OVER 2500 PSI • EXPANSION/EPOXY ANCHORS YES S-PLANS • SITE PLAN 7. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 8. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 9. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. • LOCATION ON PROPERTY 10. When two or more buildings (including carports) are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 503.1. An exception is provided if the combined area of the buildings is within the limits specified in Section 504 for a single building. If this exception is used, show how the building(s) will comply with Section 503. 11. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meets the criteria of Table 5-A and Chapter 6. Section 503. 12. The exterior walls of R-1 occupancies (Type V Construction) less than five feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have a thirty inch parapet (see exceptions, Section 709.4) and the wall shall have no openings, including windows, doors, scuppers, vents, etc. Table 5-A. Carlsbad 01-O285 February 2, 2001 13. Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 705. 14. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 503.2.1. 15. Projections may not extend more than one-third the distance to the property line from an assumed vertical plane located where fire-resistive protection of openings is first required. Section 503.2.1. 16. Fire-resistive exterior wall construction shall be maintained through attic areas or other areas containing concealed spaces. Section 709.3.1. 17. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 1006.2.1. • FIRE-RESISTIVE CONSTRUCTION 18. Floors separating dwelling units in the same building shall be of not less than one-hour fire-resistive construction. Section 310.2.2. 19. Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 601.5.2.2. Section 310.2.2. 20. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, dwelling unit separations, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 601.1 and enclosures for boilers and heating plants. Section 508. 21. Provide details of the one-hour fire-resistive construction. Include floor/ceiling assemblies, etc. 22. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 709.7. 23. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." Carlsbad 01-0285 February 2, 2001 24. Clearly label and identify on the plans the area separation walls, shafts, occupancy separation walls along with their hourly ratings. Section 106.3.3. . OCCUPANCY SEPARATION 25. Every room containing a boiler, central heating plant or hot-water supply boiler shall be separated from the rest of the building by not less than a one-hour fire- resistive occupancy separation, unless the equipment serves only one dwelling unit. Section 302.5. * SOUND TRANSMISSION 26. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 and 11C 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 27. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 28. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. • EXITS 29. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1003.3.1.6. • EXIT SIGNS 30. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. 31. Show two sources of power for the lamps at exit signs. Section 1003.2.8.5. 32. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. Carlsbad 01-0285 February 2, 2001 • R-1 GENERAL OCCUPANCY REQUIREMENTS 33. Every apartment house three stories or more in height or containing 16 or more dwelling units (and every hotel three or more stories in height or containing 20 or more guest rooms and in congregate residences three or more stories in height or having an occupant load of 20 or more) shall have an approved manual and automatic fire alarm system as specified in the Fire Code. Section 310.10 (see exceptions). 34. Draft stops shall be installed in floor-ceilings, attics, mansards and similar concealed spaces and shall be above and in line with walls separating units from each other and from other uses. Section 708.3.1.1.2. 35. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. Clearly show it on plans for window A. 36. One-half of all required window area must be openable in all rooms with window A. 37. Show locations of permanently wired smoke detectors with battery backup: a) Centrally located in corridor or area giving access to sleeping rooms. Missing at Foyer 125 and 220. See sheet E-3.1. • NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. 38. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 39. Guardrails (Section 509.1): a) Shall be installed at porches more than 30" above grade or floor below. Please clarify if a guardrail is proposed to be constructed on the outside of the first floor covered walkway. Include a construction detail and cross-reference from detail to plans. Carlsbad 01-0285 February 2, 2001 • ROOFS 40. Specify minimum 1/4 inch per foot slope for decks and balconies. Section 1402.3. 41. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 1505.3. 42. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30." Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Please show on plans the size of the ceiling hatch. • FIRE EXTINGUISHING 43. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. • DISABLED ACCESS Provide note and details on the plans to show compliance with the enclosed Disabled Access Review List. GROUP R OCCUPANCIES - (Not privately funded apartments buildings): 1. Dormitories and similar places of transient lodging shall comply with the following provisions per section 1111B.4. 2. Fully accessible guest rooms and suites shall incorporate the requirements, together with their sanitary facilities as per the following items and Table 11B-3. Accessible suites of rooms shall be dispersed among the various classes to provide a range of options regarding room size, cost, amenities and number of beds. All rooms shall comply with section 1111 B.4.5 for hearing impaired quests. a) 1 for each 25 rooms up to 100. b) In addition to rooms required above, the same number of rooms shall be provided with the following features: Auxiliary visual alarms in compliance with section 1111 B.4.5.1. Visual Notification Devices to alert the room occupants of incoming telephone calls and a door knock or bell. These devices shall not be connected to auxiliary signal appliances. iii) Permanently installed phones shall have volume controls and an accessible electrical outlet within 48" to allow the use of a text phone. 3. Public rooms and common use areas shall be made accessible as required by other sections. Section 1111B.2. Shower/Toilet rooms 106 and 130. Carlsbad 01-0285 February 2, 2001 4. Recreational facilities, when provided, including swimming pools, shall comply with sections 1104B.4.3 and 1132B.2. Section 1111 B.3. Faculty Room 232 5. When kitchen accommodations are provided, the number of such accommodations shall be equal to units provided per Table 11 b-3. a) Countertops other than those made of tile, stone or cultured stone, shall be constructed to provide the following: i) A minimum linear length of 30" at the kitchen sink and a work surface, both of which are to be designed to enable repositioning to a minimum height of 28". ii) The base of the cabinets directly under the sink and work surface areas which are designed for repositioning shall be removable to provide for wheelchair clearance, iii) The sides and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material appropriate for such uses, iv) Finished flooring shall be installed beneath such countertops. v) Lower shelving and/or drawer space shall be provided in the kitchen at a height of no more than 48". • FOUNDATION 44. 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. a) The REPORT OF SOILS INVESTIGATION by Geotechnical Exploration, Inc. provided was expired 11 March 1995. Provide an updated report. b) Sheet SN-1 refers to a Soils Report by Kleinfelder, Inc. (Job Number 58- 921201 .dated September 17, 1999). Provide a copy of this report. 45. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans, (required by the soil report- page 14). 46. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 47. Specify size, ICBO number and manufacturer of power driven pins and expansion anchors. Show edge, end distance and spacing. Section 106.3.3. 48. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. • STRUCTURAL 49. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Carlsbad 01-O285 February 2, 2001 50. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: a) Identity of the company manufacturing the truss. b) The design load. c) The spacing of the trusses." 51. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. • ADDITIONAL 52. See attached lists for: electrical, plumbing, mechanical and energy corrections. CARLSBAD SPECIAL CODE REQUIREMENTS 53. If special inspection is required, the designer shall complete the attached Special Inspection Notice. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes G No Q 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 Sergio Azuela at Esgil Corporation. Thank you. 4 ELECTRICAL PLAN REVIEW • 1996 NEC «• PLAN REVIEWER: MORTEZA BEHESHTI 54. Show the available fault current (Isc) from the serving utility co. Carlsbad 01-0285 February 2, 2001 55. Brace the service equipment to exceed the ampere interrupting capacity (AIC) ratings available at the service. NEC 110-9, 230-65. 56. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. Show the fuse letters if used to limit fault current (i.e., JJN, AST, LPN). 57. Specify the wire type (AL or CU) and insulation (i.e. THWN). NEC 310. 58. Specify the wiring method you intend to use for this project (i.e., EMT, Metal Flex, NMC etc.). NEC 110-3(a) and (b) 59. Show an enlarged plan of the service location. NEC 110-16, 230-2. 60. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210-8(b)2&210-63 61. Each commercial building and each commercial occupancy accessible to pedestrians shall be provided with at least one outlet in an accessible location at each entrance to each tenant space for sign or outline lighting system use. NEC 600-5(a) 62. Note the following requirements on the prints for panelboards supplying fire alarm equipment: Lockable cover, identified circuit breaker (red), and a breaker "lock-off" device to be installed. 63. Rebar is not an acceptable grounding electrode for commercial applications in the City of Carlsbad. Please specify "UFER" and describe what the "UFER" ground will be. (footage, conductor material and size, depth in footing.) 64. Each sheet of the electrical plans must be signed and stamped by the person responsible for their preparation. Business and Professions Code. 65. Provide a disconnect for each sign. NEC 600-6 66. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and " The overcurrent devices shall be AIC rated per manufacturers, labeling of the electrical equipment". Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 01-0285 February 2, 2001 PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1997 UNIFORM PLUMBING CODE) 67. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 68. As per UPC, Section 710.0, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the public or private upstream manhole rim elevations. Only fixtures with flood rim levels below the public upstream manhole rim elevation may flow through a backwater valve. Please show the elevation of the upstream public or private sewer manhole cover. If a backwater valve is required only for certain fixtures, show how compliance is met for the appropriate fixtures. 69. The "water heater room" also contains a large space heating boiler. The combustion air design provided as well as the boiler flue size on the mechanical plans does not include both the water heater and space heating boiler. Please include both items for the combustion air and flue design. 70. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix'A'. 71. Correct the water line sizing calculations to show the maximum velocities of 8 feet per second as per the appropriate Installation Standard (IS 8-95 Section 610.1 for PVC & IS 3-93 Section 610) as per UPC Section A 6.1. 72. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 73. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.5 MECHANICAL (1997 UNIFORM MECHANICAL CODE) 74. It is unclear on the architectural plans as to the (fire) rating of the building. If the building is of rated construction detail the protection required for the follow opening: The exhaust fan in the restrooms. Carlsbad 01-0285 February 2, 2001 75. The boiler room is required to b separated form the remainder of the building by a one-hour occupancy separation. Please detail so on the mechanical floorplans: The "chase" is a shaft and must continue to the roof sheathing, show the termination locations for the boiler flue and combustion air ducts, and note the required occupancy separation on the floorplans. 76. The "boiler room" also contains a large water heater boiler. The combustion air design provided as well as the boiler flue size does not include both the water heater and space heating boiler. Please include both items for the combustion air and flue design. 77. Detail access and working clearances to HVAC equipment. UMC, Section 307. Note: The fan coils may be mounted above a one hour ceiling, see detail 12 on A-11. 78. Detail disposal sites of main and secondary condensate drainage from he fan coil units. UMC Section 309. ENERGY CONSERVATION 79. The corrected, completed and signed PERF-1, ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ESGIL CORPORflTICM Fax:853-560-1576 Feb 52001 9 = 13 P. 15 Carlsbad 01-0285 February 2, 2001 City of Carlsbad Building BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECTAL INSPECTION Do Not Remove From Plans Plan Check No. 01-02S5 Job Address or Legal Description 2605 Carlfibad Blvd. Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector ie required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified, The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special itxspections on each of the items indicated on the reverse side of this sheet. (over) Post-ir Fax Note •-,' os/ar.-oi is:IT •' HftR-Q&-2QOi TKU Dd:]7 Ptt CITY OF OARL; Carl»b%4 O2-02 85 I-etrtuwry 3, 3001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER;OWNER'S NAME: I, as the owner, or agent ef the owner (contractor may nei arrtpiey th« Bpadsi insfioctcr), ceni^y that I. or the 3 rchitecf engineer of reoort, wtti ba reapomJbte for empfaytng the tnspedor(si as required by Unlfanr, BuiWIng Cod* (UBC) Section 17QV1 for the project iocatac' at the site listed above. UBC SodJon 106,3.5, Signed //t^> t, as UK Bugitifist/aj-ahtttct of record, certify ttiall have prepared ihe folisfvins *p«cial inspection rsquiimJ by UBC Section 106.3.5 for the construction project locsitd tt the sia Tilled aboVti. 1 . List or work requiring spedal inspecEJon: Compliance Prior to Foundation Inspection Structural Concrete Ovtr Z50Q PS I Structural Masonry Design tf Specified Pmld Welding High Stnngth Bolting .£xpan*ioq/Epoxy Anchors Sprayed-On Fire proofing Oth«r ._ _ 2. Nam«(s) of lnditfidua|(s) orflrmfs) rwiponiiblH forth*special inapMlionfl above: A. B. C. _ . Duties of the special inspectors forth* worK listed above: B. C. £pKlal InspBOOfS snail sn«=k in wtti ft* Qty »ftd ^>*ori «n EM Joti site. Carlsbad 01-0285 February 2, 20O1 JURISDICTION: Carlsbad VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 01-0285 PREPARED BY: Sergio Azuela DATE: February 2, 2001 BUILDING ADDRESS: 2605 Carlsbad Blvd. Army 85 Navy Academy Dormitory BUILDING OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-N BUILDING PORTION Dormitory Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 14500 cb Valuation Multiplier By Ordinance 1994 UBC Building Permit Fee , ^ Reg. Mod. VALUE ($) 1,026,600 1,026,600 $3,560.55 1994 UBC Plan Check Fee Type of Review: EU Repetitive Fee Repeats Complete Review D Other D Hourly fj Structural Only Hour(s) * Esgil Plan Review Fee $2,314.36 $1,851.49 Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST DATE: BUILDING A PROJECT DESCRIPTION: PLANCHECK NO.: CB ASSESSOR'S PARCEL NUMBER:EST. VALUE: 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 sde the^dttached report of deficiencies marked withJ37 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: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS 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:\WORO\DOCS\CHKLST\Buidlng Ptonctwck Cktot Form (G*wrtc}.doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3:RD D D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements 2. Show on site plan: 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 A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 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\DOCS\CHKLSTOuiding PlancflM* CUM Form <GWMric).doc BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. £fr\a ^^^^ lflu*v cJkj^>2- L*J$ ^^ ™ D D D 4b-A" conditions are in compliance. Date: D D 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: rr 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 HAWORCWOC5\CHKLSTBulk)ine Planchack CkKt Form (RIDDLE - HARVEY 7-12-OO).dOC BUILDING PLANCHECK CHECKLIST •t si 2ND 3rd D D 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: 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 $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: n n n n n 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan 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.) H:\WORD\OOCS\CHKLST\BulUina Ptanctwdt Ckttt Form (RIDDLE • HARVEY 7-1Z-00).Ooe BUILDING PLANCHECK CHECKLIST 1ST 2ND D >RD D D D D D 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: ODD D D D D D 9. 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 first. 11. Q 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\CHKLSTOuMinQ Ptanchat* CUM FORK (G«ne*).doc 1ST >ND )RD D D 12b. BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 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 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:\WORCnDOCS\CHKLSTBuidino Ptanctock CUst Form 1ST )ND >RO BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching services/meters to a new recycled water line in the future. Cl CD 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. nal Comments: +8 H:\WORDUXJCStCHKLST\Buldlng PUnctwck CUM Form <GtfMftc).<toc 01/08/2002 14:53 FAX 760 438 4178 El 01 GRADING INSPECTION CHECKLIST FOR PARTIAL SHE RELEASE PROJECT INSPECTOR:. PROJECT ID HO/J DATE: K7-Q2. u/\/Mii, fle^a/vu. CftP9fyfeRADINQ PERMFT MO LOTS REQUESTED FOR RELEASE: Da/»»» ibm N/A - NOT APPLICABLE =* 0 s INCOMPLETE OR UNACCEPTABLE 1st 2nd. 1. Stte access to requested lots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safely and welfare of pubfe 4. Letter of reqimt lor partial release submitted. 5. 8 K'XH'slte plan (attachment) showing requested tots submitted 6. Compaction report from softs engineer submitted. 7. Engineer of Work certification of work done and ped 6, Geologic engineer's letter if unusual geologic or subsurface conditions exist 9. Project conditions of approval checked for confide. 10. fire hydranfcwHhln 500 leet of brfd^ combustibles and al weather roads access to sRe. Partial release of grading for the above stated tots is approved far to purpose of mAflng permit issuance. Issuance of building permits b still subject to all normal Cfty requirements required pursuant to the building permit process. O Partial release of the site is denied for the following reason*: J-7-D2. Construction Manager Date \/8/OZ Date PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. Planner APN: Address & fvo. Phone (760) 602- Type of Project & Zoning: P- l/HF— * CFD (in/out) # Circle One General Plan: Date of participation: Net Project Density: Facilities Management Zone: DU/AC Remaining net dev acres:_ (For non-residential development: Type of land used created by this permit: _ _ _ ) Leend:Item Complete Item Incomplete - Needs your action Environmental Review Required: YES _ NO _ TYPE _ DATE OF COMPLETION: _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES V NO DATE TYPE y OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES \/ NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): NOCoastal Permit Determination Form already completed? YES_ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst Q Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21,1993.) NO Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#. toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee;lJPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: [] 1. Setbacks: Front: Interior Side: Street Side: Rear: Required Required Required Required 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Required Required Required Required Structure separation: Required Shown Shown Shown Shown Shown Shown Shown Shown Shown 3. Lot Coverage:Required Shown 4. Height:Required Shown 5. Parking: Spaces Required Guest Spaces Required Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE H:\ADMIN\COUNTER\BldgPlnchkRevChklst ATE/2,• DECEMBER 20, 2001 TO: BUILDING DEPARTMENT FROM: Management Analyst, Redevelopment Department ARMY & NAVY ACADEMY NEW DORMITORY (RP99-14/CDP99-49) PLAN CHECK NO. 010285 I have reviewed the revised building plans for the above referenced project. In accordance with Housing and Redevelopment Commission Resolution No. 346 identifying the conditions of approval for the proposed project, the following items must be completed prior to issuance of the building permit: 1. The Developer shall include, as part of the plans submitted for any permit plan check, a reduced legible version of all approving resolution(s) in a 24" x 36" blueline drawing format. 2. 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. The Notice of Restriction has been prepared and given to Roger Cellini of Army & Navy Academy for signatures. The document must be returned to the Housing and Redevelopment Department for final processing prior to issuance of the building permit. 3. The Developer shall submit and obtain Planning Director approval of an exterior lighting plan including parking areas. All lighting shall be designed to reflect downward and avoid any impacts on adjacent homes or property. 4. Prior to the issuance of the building permit, the developer shall submit to the Housing and Redevelopment Department a reproducible 24" x 36" mylar copy of the final site plan reflecting the conditions approved by the Housing and Redevelopment Commission. 5. In accordance with General Condition No. 22 of DRB Resolution No. 276, approved as part of Housing and Redevelopment Commission Resolution No. 346, the tower elements must be increased 18" in depth towards Pacific Avenue in order to be equal to the depth of the tower elements on the south side of the building. In short the tower elements must project a total of 3 feet from the face of the building. This change must be made on all affected building plan sheets. Army & Navy Academy Dormitory Plancheck #010285 Page 2 6. Decorative wall/fence on north side of building must be setback 5' from property line. This change must be made on all affected building plan sheets (AS-1 and Landscape Plan Sheet 4 of 5) 7, Building elevations should include a dimension of the overall height from finished floor to the ridgeline of the building and the tower elements. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. LORI H. ROSENSTEIN PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CBO\n7.%S Planner Ldrv Ro:*yvvW.C APN: Address Phone Type of Project & Use: Zoning: V R General Plan: CFD (in/nntl # ^/fVDate of participation: Circle One /ANet Project Density:_ _ Facilities Management Zone: 1 Remaining net dev acres: DU/AC (For non-residential development: Type of land used created by this permit: } Legend: /\ Item Complete | | Item Incomplete - Needs your action Environmental Review Required: YES y NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. &RC YES \f NO DATE " TYPE RP PROJECT NO. gP<tt-VA/ChP OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Seft. OMOLC\NOA *wv\o . Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: YES NO oi Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" {at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) NO Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Al 2. Provide legal description of property and assessor's parcel number. Zoning: ^ 1 . Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required Required1* Required Required Shown Shown Shown Shown Shown 2. Accessory structure setbacks: \jrhr Front: \ Interior Side: Street Side: Rear: Structure separation: yS 3. Lot Coveraqe: S 4. Height: A 5. Parking: Spaces Required f ' Required Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Jarlsbad Fire Department 010285 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 12/11/2001 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: City, State: Roger Cellini 2605 Carlsbad Blvd. Carlsbad CA 92008 Plan Checker: Job Name: Army Navy Academy Job Address: 2605 Carlsbad Blvd. Job#: 010285 Bldg #: CB010285 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. LJ 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. LJ 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 FD Job # 1 st ?rid 3rri 010285 FDFile# nthpr Agfinny ID ^Carisbad Fire Department 010285 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 01/31/2001 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: Roger Cellini 2605 Carlsbad Blvd. City, State: Carlsbad CA 92008 Plan Checker: Job Name: Army Navy Academy Job#: 010285 Job Address: 2605 Carisbad Blvd. Bldg #: CB010285 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. Review 1st ?nd 3""d FDJob# 010285 FD File # Other Agency ID -Requirements Category:Building Plan Requirement Pending 05.15 Automatic Fire Sprinkler System Required A fire sprinkler system is required for this building. If the building is a spec building (no tenant known) the sprinkler system must be designed to .45/3000. Provide notes on the plans that fire sprinkler plans will be submitted to the fire department for approval prior to installation. Plans to be submitted on separate permit to this office. Requirement: Pending 05.18 Fire Extinguishers Required Provide one 2A10BC fire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. Provide notes on the plans that the extinguisher will be provided. Requirement Pending 05.19 Fire Alarm System Required A fire alarm system is required. Permits are required for the installation of all fire alarm systems. Plans must be approved by the Fire Department prior to installation. Provide a note on the plans that the fire alarm plans must be approved by the Fire Department prior to installation. Plans to be submitted on separate permit to this office. Requirement Pending 05.32 Additional Requirements or Comments Provide fire sprinkler underground plans to this office by license contractor. Provide a comment on plan that states fire alarm and all safety systems will be in working order during alt phases of consrtuction. Smoke detectors required per sec 310.9 CBC 1998. Requirement: Pending 05.33 Plan Revisions Please submit 3 sets of corrected plans directly to the Building Department for routing to the appropriate departments. Page 1 01/31/01 jBP/Architecture Newport Beach • Oakland • Los Angeles Architecture Planning Interiors Management November 14, 2001 Building Department City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Attn: Mike Peterson Re: Army Navy Academy - New Dormitory tBP #99033.00 Subj: Plan Check - HC accessible Toilet Rooms Dear Mr. Peterson: One of the remaining plan check notations from the City is that all the dormitory toilet rooms shall have showers, toilets and urinals that are accessible to the physically disabled per Title 24 requirements. Upon reviewing the code, the Architect believes the code only requires that one of the toilet rooms have accessible sanitary fixtures. CBC section 1111B4.2 (attached) requires that guest rooms and suites, such as dormitory rooms, provide accessible sanitary facilities per Table 11B- 3 (attached). The above noted project has 40 suites, using Table 11B-3 the required number of accessible rooms with roll-in showers is one. Shower/Toilet Room 118 has a roll-in shower and accessible toilet and urinal fixtures. Therefore, the Architect does not believe the plan check note is warranted and request that the City remove the notation without revisions to the drawings. If you have a different interpretation of the code, or would like to discuss the issue, then please call to discuss. Sincerely, tBP/Architecture Daniel Nolan, AIA Cc: Tony DePaola Stephen Miller tBP/Architecture Army Navy Academy MIX) Nf\\p<irr limilcv.'ird " Xtnvpnrt Heaeh, CA 92663-3799 • IMimie: (949) 673-0300 • Fax: (949) 673-9267 CHAP. 11B, DIV. I 11J1B.4.6 W4B.1.1 1998 CALIFORNIA BUILDING CODE AL L .." iL C L C L Cb £L AL CL AI C Q L AL CL AL CL AL C L AL Cb a b aL AL CL AL C b £ b £ L AL CL AL CL AL C L AL CL AL CL AL C b ab aL AL CL AL CL AL Cab $b aL AL C L AL C b ab aL AL C L £L CL AL C L 4L C L AL CL AL CL AL C L C L A or other accessibility provision of {fie California 8&iaing, Electrical, andPlwnbing Codes if they provide the followingy&atures: 1. All bathroom fixtures are in a location that allows a person using a wheelchair measuring 30 inches by 48 inches (762 mm by 1219 mm) to touch the wheelchair to any lavatory, urinal, water closet, tub, sauna, shower stall and any other similar sanitary installation, if pro- vided. 2. Alt bathroom entrance doors have a clear opening widlh of 32 inches (813 mm) and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. * L Doors. Doors to accessible bathrooms shall comply with Section U33B.2. Doors shall not swing into the floor space re- quired for any fixture. 2. Clear floor space. All fixtures and controls shall be on an accessible route. There must be within the-bathroom a clear floor space measuring 30 inches by 60 inches (762 mm by 1524 mm). The clear floor spaces at fixtures and controls, the accessible route, and the turning space may overlap. 3. Water closets. If a toilet stall is provided, it shall comply with Section 11J5B. 7.1 or 1115B. 7.2, its water closet shall comply with Section J115B of this code and Section 1502.0 of the Califor- nia Plumbing Code. 4. Lavatory and mirrors. If a lavatory and/or mirror is pro- vided, it shall comply with Section 1115B.9 of this code and Sec- tion 1504.0 of the California Plumbing Code. 5. Controls and dispensers. If controls, dispensers, recep- tacles, or other types of equipment are provided, then at least one of each shall be on an accessible route and shall comply with Sec- tion 1117B.6, "Controls and Operating Mechanisms." 6. Bathing and shower facilities. If tubs or showers are pro- vided, then at least one accessible tub that complies with Section 1115B.6.1 of this code and Section 1506.0 of the California Plumbing Code or, at least one accessible shower that complies with Section 1115B.6.2 of this code and Section 1505.0 of the Cali- fornia Plumbing Code shall be provided. 7. Toilet faculties. Toilet facilities shall comply with Section U11B.4.6, as modified for hotel, motel and dormitory accom- modations. 1111B.4.7 Dormitory rooms. Dormitory rooms beyond those specified herein shall comply with the adaptability requirements of Section 11118.5. 2111B.5 Buildings and Complexes Containing Publicly Funded Dwelling Units. 1111B.5.1 General. Buildings and complexes containing pub- licly funded dwelling units shall be accessible as required by Chapter 11 A, Housing Accessibility, except that scoping require- ments for covered multifamily dwellings include one or more pub- licly funded dwelling units, and is required to comply with Division TV—Accessibility for Existing Buildings, beginning with Section 1134B. WSi.£ 11B-3-ADDfTlQNAL ACCESSIBIUTY REQUIf&D^ iIN GUEST ROOMS OR SUfTES* \8 TOTAL NUMBER OFROOMS Ito25 26 to 50 t 51 to 75 •• 76 to 100 Wl to 150 151 to 200 201 to 300 301 to 400 401 to 500 501 to 1,000 1,001 and aver FULLY ACCESSIBLEROOMS I 2 3 4 5 6 7 8 9 2% of total 20 plus 1 for each 100 over 1,000 PLUS ADDITIONAL ACCESSIBLE ROOMSWITH ROLL-IN SHOWERS 0 0 2-c\ ^^ (i J^-r 2 3 4 4 4 plus 1 for each additional 100 over 400 *Note: Provisions of this chapter are additional modifications to general re- quirements listed in Section 11148.1.1. TABLE 11 B-4— ADDITIONAL. ACCESSIBIUTY REQUIRED FOR HEARING IMPAIRED IN GUEST ROOMS* NUMBER OF ROOMS EQUIPPEDTOTAL NUMBER OF ROOMS FOR HEARING IMPAIRED 1 to 25 1 26 to 50 2 51 to 75 3 76 to 100 4 101 to 150 5 J5J to 200 6 201 to 300 7 301 to 400 8 401 to 500 9 501 to 1,000 2% of total 1,001 and over 20 plus I for each 100 over 1,000 *Note: Provisions of this chapter are additional modifications to general re- quirements listed in Section U14B.1.1. SECTION 1112B — ACCESSIBIUTY FOR GROUP S OCCUPANCIES 'Reserved for future use.) SECTION 1113B — ACCESSIBIUTY FOR GROUP U OCCUPANCIES (Reserved for future use.) jVCA If '/ACACACACACACACAC £ACAC£3ACACACACACACACACACAC£ACACACA £CACACACaACACACACACACA XCA L L /L 1 f \ L L"M L L LL L b/' fc*L L L L LLL LL LL LL L LL L $' L V L L L L L LL L L L L L bL .L ;'L SL \L SECTION 1114B — FACILITY ACCESSIBIUTY When buildings are required to be accessible, buildings and facili- ties shall be accessible as provided in this section and in those sec- tions listed in Section 1114B.1.L 11143.1 Design and Construction. 1114B.1.1 General. When accessibility is required by this chap- ter, it shall be designed and constructed to meet the minimum re- quirements of the following sections: Chapter 11B. Accessibility; Division I, New Buildings; Division II, Site Accessibility; Division HI, Accessibility for Entrances, Ex- C LA LC LA LC LA LC LA LC LA LC LA LC LA LC LA LC LAC LA LC LA L &\0 1-134.22 oiry . 1998 CALIFORNIA BUILDING CODE CHAP. 11B, DIV. I 1110B.1.7 1111B.4.6 L LLL L L L tL L fcL LLLLLLLLL LLLLLLLLLLLL LLLL tLLLLL tLLLLL LL tLL CA CACACACACA CACACACACACAC ACACACACACACA CACACACACACACACACA CACACA • Entry doors shall conform to the requirements of Section J133B.2 and aisles leading to such doors shall conform to Sections U33B.6.1 and 1I33B.6.2. • The bottom of mirrors provided for use by persons with dis- abilities shall not be greater than 20 inches (508 mm) from the floor. Mirrors to be used by persons with disabilities shall be full-length, measuring at least 18 inches (457 mm) wide by 54 inches (1372 mm) high, and shall be mounted in a posi- tion affording a view to a person on the bench as well as to a person in a standing position. • Clothing hooks shall be located not greater than 48 inches (1219 mm) from the floor. • Every accessible dressing room shall have a 24-inch by 48-inch (610 mm by 1219 mm) bench fixed to the wall along the longer dimension. The bench shall be mounted 17 to 19 inches (432 to 483 mm) above the finish floor. Clear floor space shall be provided alongside the bench to allow a per- son using a wheelchair to make a parallel transfer onto the bench. The structural strength of the bench and attachments shall comply with Section 1115B.8, The minimum clear space within the room shall be 60 inches (1524 mm) in width and length. No door shall encroach into the required space. EXCEPTIONS: I. Minor specialized display areas that do not ex- ceed 200 square feet (18.6 m2) in floor area and lo which she general public is excluded need not be made accessible, 2. Offices in sales facilities thai do not exceed 5,000 square feet (465 m2) in total area, that are located on nonaccessible levels, need not be made accessible. 2110B.2 Miscellaneous General Standards. 1110B.2.1 Circulation. Circulation aisles and pedestrian ways shall be sized according to functional requirements and in no case shall be less than 36 inches (914 mm) in clear width. lllOB.2.2 Storage areas. The doorway providing access to all such areas shall not be less than 32 inches (813 mm) in clear width. Storage areas shall be made accessible in the number and dimensions provided in Section 1125B. SECTION 1111B — ACCESSIBILITY FOR GROUP R OCCUPANCIES 1111B.1 General. Group R Occupancies shall be accessible or adaptable as provided in this chapter. Public-use and common- use areas serving adaptable guest and/or dwelling units shall be accessible. See also the general accessibility requirements as listed in Sections 1114B.L1 and HUB. EXCEPTION: When the enforcing agency determines that com- pliance with any regulation under this section would create an unrea- sonable hardship, an exception shall be granted when equivalent facilitation is provided. 1111B.2 Public- and Common-use Rooms or Areas. Public- and common-use rooms and similar areas shall be made accessi- ble to people with disabilities, subject to specific provisions con- tained in other portions of these regulations. See also general requirements listed in Section U14B.LL 1111B.3 Recreational Facilities. When recreational facilities are provided, including swimming pools, ihey shall comply with Sections 1104B. 4.3 and 1132B. 2. 1111B.4 Hotels, Motels, Inns, Dormitories, Resorts, Homeless Shelters, Halfway Houses, Transient Group Homes and Similar Places of Transient Lodging, Hotels, motels, inns, dormitories, resorts, and similar places of transient lodging shall provide ac- cess for persons with disabilities in accordance with the provi- sions of the accessibility requirements of this California Building Code, except as herein provided. 1111B.4.1 Available range of accommodations. Accessible guest rooms or suites shall be dispersed among the various classes of sleeping accommodations to provide a range of options appli- cable to room sizes, costs, amenities provided, and the number of beds provided. Guest rooms and suites. Places of transient lodging shall incorporate the accessibility requirements of this code as modified by this chapter in at least one guest room or dormitory room together with their sanitary facilities in conformance with Table 11B-3. All accessible sleeping rooms or suites required by Table 11B-3 shall comply with the requirements of Section 1111B.4 for hearing impaired guests. EXCEPTION; When guest rooms are being altered 'm an existing facility, or portion thereof, subject to the requirements of this section, at least one guest mom or suite that complies with the accessibility re- quirements of this code as modified by this chapter shall be provided for each 25 guest rooms, or fraction thereof, of rooms being altered un- til the number of suck rooms provided equals the number required to be accessible in Table 11B-3. Jn addition, at least one guest room or suite that complies with the requirements of Section I11IB.4.5 shall be provided for each 25 guest rooms, or fraction thereof, of rooms being altered until the number of suck moms equals the number required to be accessible in Table UB-4. 1111B.4.3 Access to beds. Accessible sleeping rooms shall have a 36-inch (914 mm) clear width maneuvering space located along both sides of a bed, except that where two beds are provided, this requirement can be met by providing a 36-inch-wide (914 mm) maneuvering space located between the beds. 1I1IB.4.4 Kitchen facilities. When accommodations are' pro- vided with kitchen units, accessible kitchens shall be provided to those accommodations required to be accessible in conformance with Table UB-3, and shall meet the requirements of Section J1J2A. 11UB.4.5 Visual alarms, notification devices and telephones for persons with hearing impairments. In addition to those ac- cessible sleeping rooms and suites required by Section UllB.4.2 to comply with this section, additional sleeping rooms and suites shall be provided with the following features in conformance with Table 1JB-4 and as follows: 1111B.4.S.1 Visual alarms. Auxiliary visual alarms shall be provided and shall comply with Section 1J14B.2.4. U11B.4.5.2 Visual notification devices. Visual notification de- vices shall also be provided in units, sleeping rooms and suites to alert room occupants of incoming telephone calls and a door knock or bell. Notification devices shall not be connected to auxil- iary visual alarm signal appliances. nllB.4.5.3 Telephones. Permanently installed telephones shall have volume controls complying with Section U17B.2.8; an accessible electrical outlet within 48 inches (1219 mm) of a tele- phone connection shall be provided to facilitate the use of a text telephone. 1111B.4.6 Bathrooms in hotels, motels, inns, dormitories,, re- sorts, homeless shelters, halfway houses, transient group homes and similar places of transient lodging. Required accessible bathrooms for places of transient lodging shall comply with the following provisions: EXCEPTION: Hotel and mote! bathrooms beyond those specified in Section IIIIB.4 need not comply with the provisions of this section C L.A L C LA LC LA LC LA LC LA LC LA LC LA LC LA LC LA LC LA L C La ta tA L C L t tA LC LA LC LA LX tC La fca fcA Lc 5-A L ? LA LC LA LC LA LC La ta tA LC LA LC LA LC LA LC LA LS fcC LA LC Lal a tA LC LA L C LA LC t £ fca ta ta tA LC LA LC LA LC LA L C La t$tc i-A tC LA LC LA L C LA LC LA C LA L-C LA LC LA LC L A LC LA L c 1-A L 1-134.21 its noBiec. .§<*limitation" sect»«inihg atfe KLEI NFELDER •\n (Yirylm-ce invnfri ftimp.mv September 17, 1999 Project No. 58-921201 Army and Navy Academy 2605 Carlsbad Boulevard Carlsbad, CA 92018 Attn: Mr. Stephen Miller Subject: Preliminary Geotechnical Study, Dormitories and Parking Lot Addition Army and Navy Academy Carlsbad, San Diego County, California Dear Mr. Miller: We are pleased to present this report of Preliminary Geotechnical Study for the proposed two new dormitories and a parking lot addition at the Army and Navy Academy in Carlsbad, California. In our opinion the proposed dormitories and parking lot are geotechnically feasible provided the recommendations presented in this report are followed. This report has been prepared in substantial conformance with our proposal dated July 19, 1999. This report was prepared exclusively for the Army and Navy Academy for specific application to the subject project according to generally accepted geotechnical engineering practices. We make no other warranty, either expressed or implied. Thank you for the opportunity to be of service. If there are questions please call us. Respectfully submitted, KLEUVFELDER, INC. f A *• _f^r / ^FJacquesyo. Roy / icniorAjeotechnical Engineer 5839R208 Project No. 58-921201 Copyright 1996 Klcinfelder, Inc. • All Rights Reserved KLEINFELDER 16 Technology Drive, Suite 150, Irvine, CA 92618 (949) 727-44b6 (949) 727-9242 fax KLEINFELDER TABLE OF CONTENTS Section Page 1. INTRODUCTION 1 1.1 Project Description 1 1.2 Purpose and Scope of Study 3 2. GEOTECHNICAL CONDITIONS 4 2.1 Fill 4 2.2 Terrace Deposits 4 2.3 Bedrock 4 2.4 In-Place Soil Conditions 4 2.5 Groundwater 5 2.6 Faulting and Seismicity 5 3. CONCLUSIONS AND RECOMMENDATIONS 6 3.1 Material Suitability and Expansion 6 3.2 Slopes 6 3.3 Settlement Evaluation 7 3.4 Foundations 7 3.5 Seismic Design Parameters 8 3.6 Secondary Effects of Seismic Activity 8 3.7 Interior Slabs-On-Grade 9 3.8 Subgrade Presoaking 9 3.9 Lateral Earth Pressures and Retaining Walls 10 3.10 Retaining Wall Drainage 11 3.11 Asphaltic Concrete Pavement 11 3.12 Fill Placement and Compaction 12 3.13 Temporary Construction Slopes 12 3.14 Demolition 13 3.15 Overexcavation 13 3.16 Utilities 14 3.17 Soil Corrosivity 14 3.18 Import Material 15 3.19 Site Drainage 15 3.20 Construction Observation and Testing 15 4. CLOSURE 17 MAPS SITE LOCATION MAP 2 BORING LOCATION MAP Following Text APPENDICES Appendix A FIELD EXPLORATION B LABORATORY TESTING C RESULTS OF SOIL TOXICITY TESTING D REFERENCES E LIMITATIONS 5839R208. Project No. 58-921201 Copyright 1999 Klein folder. Inc. - All Rights Reserved KLEINFELDER 1. INTRODUCTION This report presents the results of our preliminary geotechnical study for the proposed two new dormitories and parking lot addition to the Army and Navy Academy in Carlsbad, California. The dormitory site is located along the south side of Pacific Avenue and east of Ocean Street in Carlsbad. The proposed parking area is located north of Mountain View Drive and west of Carlsbad Boulevard. The Site Location Map, following page, shows the approximate location of the development along with the topography prior to the development. 1.1 Project Description Two one-story buildings will be removed along Pacific Avenue to create space for two new two- story dormitories. The existing western building measures approximately 25 by 150 feet in plan and the eastern building measures about 20 by 210 feet in plan. There is a grade difference of approximately 3 feet between the exterior grades of the two buildings. Preliminary building layout indicates that it is proposed to construct two new dormitories measuring approximately 40 feet wide and 175 to 250 feet in length. There will be a passageway of about 15 feet between the two dormitories. The new buildings will encroach on portions of the existing landscape in front and back of the existing structures. The new structures are expected to be similar to other existing two story structures on-site. Column loads are anticipated to be less than 30 kips and wall loads less than 2 kips per lineal foot. Slab loads should be less than 200 psf. There is presently an area opposite Pacific Avenue north of Mountain View Drive that is used partly for parking and partly for storage. We understand that a large portion of this area will be converted to parking. There will be 8 rows of parking containing about 69 parking spaces. 5S39R208 Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved REFERENCE:USGS SAN LUIS REY QUADRANGLE, PHOTOREVISED, 1975 7.5 MINUTE SERIES, TOPOGRAPHIC MAPS SCALE:2000 10000 FEET ^m 2 MILES NORTH KLEINFELDER SITE LOCATION MAP Pacific Avenue & Ocean Street CARLSBAD, CA 921201 KLEINFELDER 1.2 Purpose and Scope of Study The purposes of this study were to obtain subsurface information within the project site and to provide recommendations relative to the design and construction of the proposed new buildings and parking lot. The scope of work included the following: • Reviewing existing data from our files for the site and performing a site reconnaissance. • Locating the borings in the field and having the locations checked by underground alert for presence of utilities. • Engaging a contractor to drill four hollow stem auger borings to explore and evaluate the subsurface conditions of the site. • Testing representative samples from the borings to evaluate soil characteristics and engineering properties pertinent to the project. • Preparing the Boring Location Map which accompanies this report. • Performing environmental sampling for pesticide and herbicide testing. • Preparing this Preliminary Geotechnical Study Report with our findings, conclusions and recommendations. Appendix A presents logs of borings, along with a description of the field exploration and the drilling and sampling procedures utilized. Appendix B describes the laboratory test program. The results of the laboratory tests are presented either on the boring logs in Appendix A or in Appendix B. Appendix C presents the results of testing for soil "toxicity". Appendix D lists the references reviewed and Appendix E presents the limitations of the study. 5839R20S Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved Iff KLEINFELDER 2. GEOTECHNICAL CONDITIONS The project is located along the Peninsular Ranges Geomorphic Province of southern California. In the vicinity of the site, regional geologic conditions are typified by a relatively narrow coastal plain bounded on the west by the Pacific Ocean and on the east by mountains. Marine and non- marine terraces are incised by Buena Vista Creek drainage on the north, and Agua Hedionda Creek on the south. 2.1 Fill Fill with thickness ranging between 4 and 12 feet was encountered in the four borings. The fill cap consists of 3 inches of grass cover in the first three borings and 1A inch of asphalt concrete in the fourth boring. The remainder of the fill encountered consists of silty sand. The fill was found to be loose to medium dense and dry to moist. 2.2 Terrace Deposits Terrace deposits were encountered below the fill in all borings. The terrace deposits observed consisted of silty sand, poorly graded sand, and layers of lean and fat clays. The material was generally medium dense or very stiff. 2.3 Bedrock Eocene marine bedrock was encountered at a depth of about 42 feet in Boring K-2. The bedrock consists of weak siltstone with interbedded sandstone. 2.4 la-Place Soil Conditions Within the depth of exploration, our laboratory test data indicate moisture contents ranging between 2 and 26 percent with an average of about 10 percent. The dry unit weights of in-situ 5839R208 A Project No. 58-921201 H Copyright 1999 Kleinfelder, inc. - All Rights Reserved KLEINFELDER materials encountered range between 92 and 121 pounds per cubic foot (pcf) with an average of about 109 pcf. The degree of saturation is generally between 15 and 70 percent. Except for the bedrock material, the blow count during sampling with a 140 Ibs hammer ranged between 9 and 47 with an average of about 30 blows per foot. One consolidation test indicated the upper soils to be moderately compressible with minor hydroconsolidation. 2.5 Grounchvater Groundwater seepage was encountered in Boring K-2 at a depth of approximately 38 feet. 2.6 Faulting and Seismicity The closest major active faults are the Newport-Inglewood-offshore (7 miles) and Rose Canyon (4 miles). No active fault are known to underlie the site. A research of earthquake records indicates that a magnitude earthquake of 6.5 may have occurred about 12 miles from the site (Blake, Eqsearch 1993). Using the Campbell attenuation relationship, this earthquake may have produced a site acceleration of about 0.2g. The site is located in UBC Seismic Zone 4. The Probabilistic Seismic Hazard Map (Petersen, 1996) indicates a 10% probability of exceedance in 50 years of an acceleration of 0.4g for soft rock. 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved KLEINFELDER 3. CONCLUSIONS AND RECOMMENDATIONS In our opinion the construction of two new dormitories and a parking lot are geotechnically feasible provided the following recommendations are incorporated into the structural design and construction. 3.1 Material Suitability and Expansion On-site soil materials are considered generally suitable for placement as engineered fill following proper moisture conditioning and processing. Construction debris, vegetation, and soils with concentrations of organic matters should be disposed off site. Sulfate tests on near surface samples of soil indicated less than 200 ppm of soluble sulfate content. Soils with sulfate concentrations less than 1000 ppm are generally reported to have a low corrosive effect on foundation concrete. Type II Portland cement may be used for concrete in contract with these soils. The expansion potential of on-site shallow soils is very low. A test on a shallow sample indicated an expansion index of less than 20. 3.2 Slopes The slope between the proposed dormitories is about 3 feet high and the slope at the west end of the western building is about 5 feet high. These slopes were observed to be at an inclination of 2:1 (horizontal:vertical). The overall slope from the western end of the western building to the sea shore is at an inclination of approximately 5:1. These slopes should remain stable under normal conditions and proper maintenance. The proposed parking area north of Mountain View Drive contains a 10 to 15 feet high slope overlooking the railroad. This slope ranges in steepness from %:\ to 2:1 (horizontal:vertical). Although it appears to have performed well over the years, this slope contains erosion gullies and it is too steep for long-term surficial stability. We recommend to provide a set back of at least 8 feet for the parking lot, and to protect the slope from further erosion utilizing erosion mats 5839R208 ^ Project No. 58-921201 u Copyright 1999 Kleinfcider, Inc. - All Rights Reserved KLEINFELDER designed for steep slopes. Another alternative is to cut the slope no steeper than 1 '/z:l and protect it from erosion using native plants. This should be performed under the direction of a qualified and experienced landscape architect. 3.3 Settlement Evaluation Foundation settlement, for a given bearing pressure, will depend upon footing size, shape, embedment depth, and the relative compaction of the fill, in addition to other factors. The following footing settlements have been estimated for an allowable vertical bearing pressure of 2000 pounds per square foot (psf), an embedment depth of 18 inches, founded on at least 11/2 feet of new fill compacted to 92% relative compaction. Footing Width Estimated Total and Type Settlement finch) 4 ft. square % 2 ft. continuous Vi 3 In our opinion, the maximum differential settlement between adjacent columns spaced at 30 feet ^ on centers or bearing walls, with identical footings and supporting similar loads, should not I exceed 14 inch. ^ i 3.4 Foundations i } Spread column footings and continuous wall footings should be supported on at least 18 inches J of new engineered fill. Building footings may be designed using a net vertical allowable bearing * pressure of 2000 pounds per square foot (psf). This value may be increased by 33 percent for short term wind or seismic loads. • }I The recommended minimum footing embedment depth is 18 inches below the lowest adjacent | finished grade for spread column and continuous wall footings. Within the vicinity of a slope, iJ the footings should be deepened as necessary to obtain a horizontal distance of at least 6 feet ; between the outside edge of the footing and the slope face. The recommended minimum wall 5839R208 7 Project No. 58-921201 ' I Copyright 1999 Kleinfelder, Inc. - All Rights Reserved KLEI N FELDER footing width and reinforcement are 18 inches and two No. 5 bars placed at the top and bottom of the footing, respectively. The recommended minimum column footing dimension is 18 inches square. The structural engineer should determine the footing embedment, size and reinforcement based on anticipated loads and differential soil movement. Adjacent footings founded at different elevations should be located or deepened such that the slope from bearing level to bearing level is flatter than 1:1 (horizontal:vertical). Footing lateral loads may be resisted by base friction and passive earth pressure. An allowable lateral passive pressure of 200 psf7ft of depth below the lowest adjacent grade or slab-on-grade may be used for the design of footings placed against properly compacted fill or native undisturbed soils; the maximum allowable passive pressure is 1500 psf. A friction coefficient of 0.35 may be used with the dead load to compute friction resistance of footings. The upper 8 inches of soil should be neglected in passive resistance calculations except for concrete and asphalt paved areas. 3.5 Seismic Design Parameters Because this site is located in a seismically active Southern California region, we recommend that, as a minimum, the proposed development be designed in accordance with the requirements of the 1997 edition of the UBC for Seismic Zone 4. The site is located within the 10 km near- source seismic zone for the Rose Canyon (offshore) Fault. This fault is a Type B fault with a maximum credible magnitude of M6.9. We recommend that the soil profile factor of SD be used with the UBC design procedure (Table 16-J). Near source seismic coefficients for acceleration and velocity, NA and Nv should be determined from Tables 16-S and 16-T of the UBC for design purposes. 3.6 Secondary Effects of Seismic Activity Since no know faults cross or project through the site, it is our opinion that the probability of ground rupture is low. The blow count recorded during sampling and the absence of shallow groundwater indicate that the potential for liquefaction is remote. Any liquefaction that might 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved KLEINFELDER ,_ occur in localized areas at depth is not expected to have a significant impact on the new buildings. i The potential for seismic related settlement is moderate; a few inches of settlement could occur during a moderate to large seismic event. Because of low slopes, the potential for landsliding i due to seismic activity is remote if the slopes are properly maintained. The potential for damage due to Tsunami is moderate. - --i :- !J The site is situated in a seismically-active region with potentially hazardous faults, but recorded I ground motion to date has been at relatively low levels. Damage as a result of a large earthquake ' is expected to be average compared to areas near faults, particularly for modem, well-built two- l story structures.'i• ^ H 3.7 Interior Slabs-On-Grade j : . New slabs should have a similar thickness and reinforcement as the newer buildings on site; the slab should be at least 4 inches thick. Slabs should contain minimum reinforcement consisting of 1 No! 3 bars at 18 inches on center, both directions, placed at mid height in the slab. The structural 1 Jl engineer should determine the final reinforcement based on anticipated loads and seismic 1 shaking. V '",$) A vapor proof barrier should be installed beneath interior floor slab areas. The vapor barrier.' M should consist of PVC sheeting which is properly lapped and sealed and has a minimum t thickness of 8 mils. Two inches of moist clean sand should be placed on the sheeting to decrease;j the likelihood of slab curling. The slab subgrade below the sheeting should be devoid of sharp .' TJ I gravel, rock particles, or construction debris. i} 3.8 Subgrade Presoaking I^LlJI ;.; 4| y Presoaking of slab subgrade should not be necessary if the soils have been compacted to at least two percent above optimum and have been prevented from drying during construction. The soil "* 5839R208 O Project No. 58-921201 y -, Copyright 1999 Kleinfelder, Inc. - All Rights Reserved KLEINFELDER moisture should be checked at least 24 hours before placing the PVC sheeting. If drying has occurred, presoaking should be performed. 3.9 Lateral Earth Pressures and Retaining Walls Lateral earth pressures behind walls depends primarily on the allowable wall movement, wall inclination, type of backfill materials, backfill slopes, surcharges, and any hydrostatic pressure. We recommend using equivalent fluid pressures of 35 and 55 pounds per cubic foot (pcf) for unrestrained (active, K2) and restrained (at-rest, KJ vertical walls, respectively. Unrestrained walls are defined as walls that are anticipated to deflect at the top a distance equal to 0.1 percent of the wall height. These values assume backfill with on-site soils, no hydrostatic pressure, no surcharge, and level backfill. The above values apply for backfill placed between the wall stem and an imaginary plane inclined at 1:1 (horizontahvertical) above the edge (heel) of the wall footings. The values also assume that compaction within four feet of the wall will be performed with light hand-held equipment or equivalent equipment; the lateral pressures would be higher if heavy equipment is used for soil compaction adjacent to the walls. The surcharging effect of adjacent loads on the wall backfill (e.g., traffic, adjacent footings) should be included in the wall design. Depending on whether the wall is free to deflect or is restrained, 35 to 50 percent, respectively, of a maximum surcharge load located within a horizontal distance equal to the height of the wall should be used in design for lateral earth pressures. A rectangular pressure distribution should be assumed and added to the triangular distribution obtained from the above equivalent fluid pressures. Footing lateral loads may be resisted by base friction and passive earth pressure. An allowable lateral passive pressure of 200 pstfft of depth below the lowest adjacent grade of slab-on-grade may be used for the design of footings placed against properly compacted engineered fill or native undisturbed soils; the maximum allowable passive pressure is 1500 psf. A friction coefficient of 0.35 may be used with the dead load to compute friction resistance of footings. The 5839R208 i f\ Project No. 58-921201 IU Copyright 1999 Kleinfelder, Inc. - All Rights Reserved KLEI NFELDER upper 8 inches of soil should be neglected in passive resistance calculations except for concrete or asphalt paved areas. A maximum allowable vertical bearing pressure of 1500 psf may be used for design of retaining wall footings. 3.10 Retaining Wall Drainage Hydrostatic pressure behind retaining walls may be avoided by installing a perimeter drain at the base of the wall. The base drain should consist of a 4-inch diameter perforated pipe (SDR 35 or equivalent) leading to a storm drain or other suitable outlet. The pipe should be surrounded by at least two cubic feet of free draining %" crushed rock per foot of pipe (for wall up to 4 feet in height; higher walls will require more crushed rock). The crushed rock should be wrapped with filter fabric such as Trevira 1114, Mirafi 140 N, Supac 4NP, or approved equivalent. 3.11 Asphaltic Concrete Pavement The structural design of flexible pavement depends primarily on anticipated traffic conditions, material of construction, and subgrade soils. Traffic indices in the range of 4 to 5 are anticipated in parking and circulation driveways, assuming light vehicle traffic. The project Civil Engineer should determine the design traffic index for various areas. The results of the laboratory tests performed on samples of silty sand and correlations indicated an R-Value of 50. To account for the material variation, we suggest an R-value of 30 for design. We have calculated alternative pavement sections based on the Design Guide for California Cities and Counties. The following alternatives pavement thicknesses were calculated. Pavement Component Asphalt Concrete (AC) Aggregate Base (AB) - Total Pavement Thicknesses TI-4 4 W 01 4 W 3" £1 7" TI = 5 5 !/2" (T 5 !4" 3" SI 9" 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved 11 KLEINFELDER The pavement materials should conform to the requirements set forth by the City of Carlsbad. The subgrade soils should be moisture conditioned to obtain a moisture content above optimum and then compacted to at least 92 percent relative compaction. The upper 6 inch of subgrade soils should be compacted to at least 95 percent relative compaction. 3.12 Fill Placement and Compaction All fill material should be placed in lifts not thicker than eight inches, moisture conditioned, and processed as necessary to achieve a uniform moisture content. Each lift should be compacted to not less than 92 percent relative compaction within the building pads and 90% outside the building pads using ASTM D1557 as the compaction standard unless indicated otherwise by the Geotechnical Engineer at the time of construction. Each lift should be compacted before the next lift is placed. The soil moisture content should be above optimum at the time of compaction; any fill with a moisture content drier than one percent below optimum should be considered unacceptable. 3.13 Temporary Construction Slopes The use of sloped excavations may be applicable where plan dimensions for excavations are not limited by adjacent structures or improvements. Where constraints exist, temporary shoring should be provided to reduce the risk of distress to adjacent improvements. Excavations that might extend below an imaginary plane inclined at 45 degrees below the edge of an existing foundation should be properly shored to maintain foundation support of the existing structure. Based upon the soils encountered in the test borings, it is our opinion that sloped temporary excavations may be made according to the ratios presented in the following table. TEMPORARY EXCAVATION SLOPES MAXIMUM DEPTH OF CUT (ft) 0-3 - 3-7 MAXIMUM SLOPE RATIO (Horiz:vert) Vertical 3/4ll 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder, inc. - All Rights Reserved 12 KLEINFELDER Surcharge loads (e.g. construction equipment, spoil piles, etc.) may influence trench stability and should be set back from the top edge of the trench a distance greater than the trench depth. Cuts should not be allowed to become soaked with water or to dry out. The contractor should monitor and evaluate actual field conditions during and following excavation and provide safe working conditions in accordance with CAL OSHA requirements. 3.14 Demolition It is understood that two structures will be demolished to accommodate the construction of the new dormitories. There is also an abandoned house and a garage to be removed from the proposed parking area. It is recommended that all abandoned footings, slabs and underground utilities be removed. Construction debris, including old pavement and soil stockpile from the parking area, should be hauled off site. Pine trees to a diameter of about 10 inches and eucalyptus trees to a diameter of 60 inches will require removal from the building area and parking area, respectively. The excavations should be backfilled with engineered fill. The fill should be placed in 8-inch loose lifts and compacted to at least 92% relative compaction. Disturbance to existing subgrade is anticipated during construction. Following demolition, it is recommended to remove 18 inches of subgrade soil, scarify, add moisture as necessary and recompact the exposed subgrade before backfilling. The backfill material should be properly moisture conditioned. 3.15 Overexcavation Overexcavation below existing grades should be performed to obtain at least 18 inches of newly compacted fill under building slabs and footings. The pavement subgrade should be overexcavated by 18 inches as well. The exact amount of Overexcavation should be determined by excavating test pits following building demolition, removal of abandoned utilities, and clearing of the parking area. The tree areas should be overexcavated by 3 to 5 feet to remove roots and desiccated soils. 5839R208 1 -i ProjectNo.58-921201 1J Copyright 1999 Kleintcldcr. Inc. - All Rights Reserved KLEINFELDER 3.16 Utilities The site soils, upon satisfactory completion of demolition and backfilling, will be capable of supporting the planned project utilities. Bedding should have a sand equivalent (SE) of 30 or greater. The on-site soils may be used for general or common backfill but will need to be moisture conditioned to facilitate compaction. Puddling or jetting of the site soils is not recommended. Trench backfill, within the building footprint, should be compacted to at least 92 percent of the maximum dry density as determined by ASTM D1557 unless indicated otherwise by the Geotechnical Engineer at the time of construction. 3.17 Soil Corrosivity Sample from Borings K-l and K-2 at depths of one to three feet were tested for corrosiviry potential. The tests indicated chloride concentrations between 40 and 100 ppm, pH of 6.7 and 7.3 and resistivities of 7,000 to 12,000 ohm/cm. Soils with less than 200 ppm of chloride generally have been observed to have a low corrosive effect on mild grade steel exposed to the subsoil. The results of the resistivity tests indicated a mildly corrosive soil. The factors affecting corrosion in soils include aeration, electroltyes, electrical factors such as the variation in potential at various points or areas on the metal, and other factors such as soil types variation along the pipe, moisture content, different level of compactness, foreign material or stone in contact with the pipe, and bacterial action. The method of corrosion protection should consider the foregoing factors, the desired life for the pipe, strength, loads and construction details. Protective coating such as extruded polyethylene, tape coating, or hot applied tar enamel have been proven effective in retarding corrosion of steel utilities. Cast or ductile iron pipe, valve, and fittings are often encased in an 8 mil polyethlene tube or wrap per AWWA Standard. For critical pipes, we recommend that a corrosion engineer be consulted. We also recommend that existing pipes be examined to determine their degree of corrositivity. 5839R208 Project No. 58-921201 Copyright 1999 Kietnfelder, Inc. -AH Rights Reserved KLEINFELDER 3.18 Import Material Import materials should consist of sandy soils with an expansion index of less than 20. Maximum particle size should not exceed two inches. Import materials should be approved by the Geotechnical Engineer prior to their use. 3.19 Site Drainage Positive drainage should be provided to direct the flow of water away from slopes and buildings. Adequate provisions should be made to control and limit moisture changes in the subgrade beneath footings and floor slabs. These may include positive drainage away from building foundations with a minimum gradient of two percent, landscape planters draining away from structures, and utility trenches sloping away from the buildings. We recommend that landscape planters either not be located adjacent to buildings and pavement areas or be properly drained to area drains. Roof water should be directed to fall on hardscape areas sloping to an area drain or roof gutters and downspouts should be installed. Drought resistant plants and minimum watering are recommended for planters immediately adjacent to structures. We recommend the use of drought resistant vegetation and minimal watering to maintain plant life. Irrigation should be water conservative, uniform and established early to minimize moisture variation. Once the building footings and slab have been cast, the soils within 6 feet of the building perimeter should not be allowed to dry out. Irrigation of planters should be designed to maintain a uniform moisture content of the soil below foundation level. 3.20 Construction Observation and Testing The Geotechnical Engineer should observe the site conditions following demolition and prior to any backfilling of excavations. Subgrade preparation, overexcavation and placement of engineered fill should be performed under the observation and testing service of the Geotechnical Engineer. Tests should be taken to determine the in-place moisture and density of the engineered 5839R208 Project No. 58-921201 Copyright 1999 Kleinfeldcr, Inc. - All Rights Reserved KLEINFELDER fill. Excavations should be observed by the Geotechnical Engineer, and the stability of temporary and permanent slopes assessed, as necessary. All footing excavations and slab subgrade soils should be observed by the Geotechnical Engineer prior to placement of steel and concrete to verify that the subgrade is satisfactory and that excavations are free of soft fill or loose and disturbed soils. Pavement subgrade preparation, aggregate base placement and asphalt laydown should also be observed and tested by he Geotechnical Engineer or his representative. 5839R208 -i £ Project No. 58-921201 1O Copyright 1999 Klcinfclder, Inc. - All Rights Reserved KLEINFELDER 4. CLOSURE The geotechnical findings, conclusions, and recommendations of this report were based upon our observations and evaluation of the exposed surface conditions, observations within test borings and laboratory testing. The soil conditions on the subject site have only been determined at the specific boring locations. Conditions between or beyond the borings may vary, and interpolation or extrapolation of the results may not be appropriate. The nature and extent of variations between the borings may not become evident until the time of construction. Should variations become evident, the Geotechnical Engineer should be promptly informed, and the recommendations presented should be re-evaluated in light of the additional information. Should the nature, design, or location of the proposed improvements change from those described in this report, the conclusions and recommendations should be reviewed, and modified as required. 5839R208 , -, Project No. 58-921201 l/ Copyright 1999 Kleinfclder, Inc. - All Rights Reserved KLEINFELDER APPENDIX A FIELD EXPLORATION The field exploration consisted of site reconnaissance and drilling four 9-inch diameter hollow stem auger borings to a maximum depth of 51 feet. The borings were drilled by Spectrum Exploration, Inc., of Huntington Beach on August 27,1999. Sampling Relatively undisturbed samples, standard penetration test (SPT) and bulk soil samples were obtained at various depths in the different strata. The relatively undisturbed samples were obtained using a split-barrel sampler with a 3.0-inch outside diameter containing 12 brass rings, each 1-inch long with a 2.4-inch inside diameter. The sampler was driven into the bottom of the boring using a 140 pound hammer, free falling 30 inches. Standard Penetration Tests were performed using an unlined split spoon at the depths indicated on the boring logs. The blow count for the last 12 inches of penetration using a 140 pound hammer free falling 30 inches is shown on the Logs of Borings. A portion of each split-barrel sample was retained in a waterproof plastic container. Small samples from the Standard Penetration Tests and bulk samples were placed in polyethylene plastic bags for shipment to the laboratory. Logs of Borings A representative from our office logged the borings using the samples retrieved and cuttings from the borings. The borings were located by rough measurement and pacing from fixed references. The Boring Location Map shows the approximate locations. Summaries of the soil conditions encountered are presented on the logs contained in the following pages. The Explanation of Logs defines the terms and symbols used. These summaries S839R208 . , Project No. 58-921201 A-1 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved KLEINFELDER include the material description, blow count, sampler penetration, moisture content, dry unit weight, and other pertinent field and laboratory data. Geotechnical descriptions and classifications, which are shown on the boring logs, are in general accordance with the criteria of the ASTM Soil Classification System and accepted bedrock terminology. The relationships provide a correlation between Standard Penetration Testing (SPT) blow counts and relative density or consistency. Stratification lines on the logs represent the approximate boundary between predominant material types. The strata may actually contain minor layers of differing soil types and the transition between strata may be gradual. The logs show subsurface conditions at the dates and locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations and times. 5839R208 Project No. 58-921201 Copyright 1999 Klemfelder, Inc. - All Rights Reserved y Date Drilled: Drilled By: Drilling Method: Logged By: es "c-~* c Z gC O 4) V Ci ^*Sh — »?»> o o .2js5 1 6 1(1) (2) (3) 10— 1. SAMPLE - Gro Split Spoon - Sto Drive Somple - Col Bulk Sample - Obt Tube Somple - She 2. SAMPLE NO. - Samp Water Depth: Date Measured: Reference Elevation: Datum: o" >* -1 GEOTECHNICAL DESCRIPTION | v CLg O •V.-; v (4) CLASSIFICATION -<£* •"* £3 £ 108 1 (5) (6) (e NOTES ON FIELD INVESTIGATION shied representation of somple type ndord Penetration Test Sample (SPT] oined by collecting cuttings tn a pta le Number os shown below. LJ-•• Hitic bog • Muui 3. BLOWS/FT - Number of blows required to advance sampler 1 foot (unless a lesser distance is specified). Samplers in general were driven into the so) at the bottom of the hole with a standard (140 Ib) hammer dropping a standard Drive samples collected *m bucket auger borings may be obtained by dropping non-standard weight from variable heights. When a SPT sampler is used the blow count conforms to ASTU D-1586. SCR/ROD - Somple Core Recovery (SCR) in percent (X) and Rock Quality Designation (ROD) in percent (X). ROD is defined as percentage of core *m each run which the spacing between natural fractures is greater than 4 inches. Uechanical breaks of the are not considered. 'c c O T3 <nO <|— 0 DS, SE GS 0 (7) 30 inches. the core 4. GRAPHIC LOG - Standard symbols for soil and rock types, as shown on plate A-lb. 5. GEOTECHNICAL DESCRIPTION So^ - Soil classifications ore based an the United Soil Classification System per ASTU 0-2907, and designations Include consistency, moisture, color and other modifiers. Field descriptions have been modified to reflect results of laboratory analyses where deemed appropriate. fjock - Rock classifications ocnenjfly include a rock type, color, moisture, mineral constituents, degree of weathering, alteration, and the mechanical properties of the rock. Fabric, fineations. bedding spacing, foliations, and degree of cementation on also presented where appropriate. Description of soil origin or rock formation is placed in brackets at the beginning of the description where appftcobte, for example, Residual Sa9. 6. DRY DENSITY. MOISTURE CONTENT: As estimated by laboratory or field testing. 7. ADDITIONAL TESTS - (Indicates sample tested for properties other than the above): UAX - Maximum Dry Density SC - Specific Gravity PP - Pocket Penetrometer GS - Grain Size Distribution HA - Hydrometer Analysis WA - Wash Analysis SE - Sand Equivalent AL - Atterfaarg LMts DS - Direct Shear E) - Expansion Index RV - R-Vobe CP - Cotopse Potential CHEU - Sulfate and Chloride Content, pK, Resistivity CN - ConsoUation UC - Unconfined Compression PU - Permeability CU - Consolidation Undrained Tricnot T - Torvone UU - UnconsoEdoted Undrained Triaxial CO - Consafidoted Drained TrioxioJ 8. ATTITUDES - Orientation of rock discontinuity observed 'm bucket auger boring or rock core, expressed in strike/dip and dip ongte, respectively, proceeded by a one-letter symbol denoting nature of discontinuity as shown below. ft Bedding Plane £ Jointing C: Contact F: Fault S: Shear \ KlKLEINFELDER EXPLANATION OF LOGS PUTC A-3a UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) PRIMARY DIVISIONS GROUP SYMBOLS SECONDARY DIVISIONS CLEAN GRAVELS (LESS THAN) » FINES Cw WELL GRADED GRAVELS. GRAVEL-SAND MIXTURES. LITTLE OR NO FINES CP POORLY GRADED GRAVELS OR GRAVEL- SARD UnfTURES. LJTTU 0* NO FINES GRAVEL WTTH F7NES SLTY GRAVELS, GRAVEL-SAND-SILT MIXTURES CLAYEY GRAVELS, GRAVEL-SAND-CLAY UnfTURtS CLEAN SANDS (LESS THAN) 31 FINES WELL GRADED SANDS, GRAVELLY SANDS. UTTLE OR NO FINES POORLY CRAOCD SANDS OR GRAVELLY SANDS. LTTTLE OR NO FINES SANDS WITH FINES 9LTY SANDS, SAND-SILT MIXTURES CLAYEY SANDS. SAND-CLAY MIXTURES INORGANIC SU.TS. VERY FINE SANDS, ROCK FLOUR. SU.TY OR CUYEY FINE SANDSINORGANIC CLAYS Of LOW TO MCDtUU PLASTJCm. GRAVELLY CLAYS.SANDY CLAYS. SILTY CLAYS. LEAH CLAYS ORGANIC SILTS AND ORGANIC SILT-CLAYS Of LOW PLASTICITY INORGANIC SILTS. MICACEOUS OR DIATOUACEOUS FINE SANDS ORSK.TS. ELASTIC SILTS NORCAMC CLAYS OF MGH PLASTICITY. FAT CLAYS ORCAMC CLAYS OF MEDIUM TO HIGH PLASTICITY. ORGANIC SILTS HIGHLY ORGANIC SOILS PEAT. MUCK AMD OTHER HCW.Y ORCAMC SOUS SANDSTONES SLTSTONES CLAYSTONES LIMESTONES SHALE CONSISTENCY CRITERIA BASED ON FIELD TESTS CONSISTENCY-RELATIVE DENSITY - COAftSt - GRAM SOH. FINE-GRAIN SOIL RELATIVE DENSITY Very LOOM LOOM Medium Dense Dense Very D«n*« SPT • (f Mm/ft) <4 * - to 10-30 30-50 >50 RELATIVE DENSITY (X] 0-15 15-35 35 - 65 05 - 85 85-100 CONSISTENCY V«ry Soft s«n Medium Stiff surr Very Stiff Hord SPT (f Wow/«) <2 2-4 4 - B 8-15 t5 - 30 >30 TORVANE UNDRAINED SHEARSTRENGTH (tsf) <0.13 0.13 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 >2.0 POCKET •* PENETROHETER UNCONF1NED COMPRtSSJVESTRENGTH (M) <0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 4.0 >4.0 NUMBER OF BLOWSOF (40 POUND HAMMER FALLING 30 INCHES TO DWVE A 2 INCH 0.0. (1 3/8 NCH LD.) SPUT BARREL SAjMPLER (ASTM-1586 STANDARD PENETRATION TEST) UHCOMFjHEp COMPftESSrVE STRCNCTH W READ FROM POCKET PENETROMETER MOISTURE CONTENT CEMENTATION DCscnpnoM onr Uobt Wet FIELD TEST Abeenee of moleture. dusty, dry to the touch Damp but no vwbkt voter Vieible free water, uiuofly Mil is below water table DESCRIPTIOl* Weakly Moderately Strongly FIELD TCST Cnimtriea or breaks with handfing or ifight finaer pre»ure Crumbtw or brealu with coneidereble ringer pre«*ura Will not crumble or break with finger pressure KLEINFELDER EXPLANATION OF LOGS PLATE A-3b Date Drilled: 8/27/99 Water Depth: (feet) Drilled By: SPECTRUM Date Measured: Drilling Method: HOLLOW STEM AUGER 9" Reference Elevation: 45 (feet) Logged By: JBR Datum: MSL ; E 1 evat i onDepth (feet)011 JB 0.E ID(n •Sample Numberi —1-40- 5— y 2 -35- 10 — -30- 15 — -25- 20 — 13 • 4[5 Blou Counts(blous/foot)140# 18 ; 27 : 29 : 38 : spt 47 SOIL DESCRIPTION0)o AND o CLASSIFICATION iQ D FILLGrnss cover 3"Fine Silty Sand (SM), moist, loose to medium dense, darkbrown ;• Medium dense, orange brown. '. Small rootlets, medium dense, orange brown. TERRACE DEPOSITS Poorly graded Sand with Silt (SP-SM), medium dense, dry. to moist, greyish white. : Dense. END OF BORING AT 21 1/2 FEET NO GROUNDWATER ENCOUNTEREDHOLE BACKFILLED AND TAMPED +-£.0) 01 •i-C 1*.j w 3> a 109 121 110 101 Mo i stureContent (X)8.2 9.1 9.9 4.5 4.8 n $2 +-8•o1--Q«: WAGS CNDS CHEM WAGS WAGS BUILDING ADDITION l» Anr 15FI KLEINFELDER ARMY AND NAVY ACADEMY, CARLSBAD ^.4 PROJECT NO. 58-921201 LOG OF BORING K-l J Explanation Of Logs On Plates A-3a & A-3b Date Drilled: 8/27/99 Water Depth: (feet) Drilled By: SPECTRUM Date Measured: Drilling Method: HOLLOW STEM AUGER 9" Reference Elevation: 50 (feet) Logged By: JBR Datum: MSL 3 ElevationDepth (feet)Sample Type— Lv --45- 5 — L --40- 10— L -30- 20—^ -25- 25— L- :Sample Number1 2 3 5 6 —20- 30— U i• J ~M Blou Counts(blows/foot)140# ; 32 \ 36 ;- . 1 _ 28 :•:"• 22 ':'•; 23 % '\ 27 .;-.-_ SOIL DESCRIPTION3)3 AND u CLASSIFICATION :L 0 5 FELL Grass cover 3"Fine Silty Sand (SM), dry, loose to medium dense, orangebrown Rootlets, medium dense, orange brown. < TERRACE DEPOSITS Fine Silty Sand (SM), medium dense, slightly cemented,dry to moist, orange brown, Poorly graded Sand with Silt (SP-SM), medium dense, dryto moist, light grey. ; % Fat Clay (CH), fine sand laminations, very stiff , moist, grey% and orange brown. ^i% Sandy Clay (CL) mterbedded with Clayey Sand (SC), very% stiff, grey. /! — — - _ _ ___ ; Poorly graded Sand with Silt (SP-SM), medium dense, dry• to moist, light grey. •H 0) V +- C'7- yt— p. Q 116 104 103 104 %MoistureContent (X)2.5 3.9 5.2 3.9 23.6 21.9 i.9 ±8T) H WAGS CHEM WAGS WA BUILDING ADDITION PI ATFTC| KLEINFELDER ARMY AND NAVY ACADEMY, CARLSBAD A-5a PROJECT NO. 58-921201 LOG OF BORING K-2 J Explanation Of Logs On Plates A-3a & A-3b 4-01C 010 w+, > £Q) a LU a -15- 35 — 01a.3 1- 01 a. <d(0 f H -10- 40— LP — -5- 45 —\ -J <UX63Z at aE(0CO 8 9 10 --ft- so — ^J-u- W—MH -JVI] /•x UH-•I- OC 03«t-O \u in 3 0o —— JlCQ w spt 28 spt 35 spt 39 72 0)O_J u . —£.a.mt_CD i?/; ! :":-: ' S ^£ E^ ^^ |. _*^ "^— -ITJ_I" SOIL DESCRIPTION AND CLASSIFICATION {Continued From Previous Page) Medium dense. Coarse Sand or Gravel lense at 38 feet, minor seepage Poorly graded Sand with Silt (SP-SM), lenses, layers andwedges of lean clay, grey clay and white sand, mediumdense and stiff. BEDROCK Sandy Siltstone, lenses and laminations of fine sand,brittle, hard, olive grey. Sandstone Interbeds, whitish grey, slightly cemented. END OF BORING AT 21 FEETSEEPAGE ENCOUNTERED AT 38 FEET HOLE BACKFILLED AND TAMPED •*- 0) QJ ^— **• C Q 3 ^ 31La 114 01L3 l/l On (•N .NT^ 4-c01•H COu 4.8 20.4 25.5 10.6 ifl c1O.J BUILDING ADDITION •£• KLEINFELDER ARMY AND NAVY ACADEMY, CARLSBAD PROIECT NO. 58-921201 LOG OF BORING K-2 ~-«3 £ in0 4-, IA+; a! ^C PLATE A-5b s Explanation Of Logs On Plates A-3a & A-3b Date Drilled: 8/27/99 Water Depth: (feet) Drilled By: SPECTRUM Date Measured: Drilling Method: HOLLOW STEM AUGER 9" Reference Elevation: 47 (feet) Logged By: JBR Datum: MSL E 1 evat i onDepth (feet)-•45- 01a i- 01 a. <atft <Sample Numberi ; 5:U* _ - 10"J|3 :,. fl 20 —15 Blou Counts(blous/foot)140* ; : ; 9 :"; 25 '.'•[ r- 37 :.•; 35 ii 24 :.; SOIL DESCRIPTIONEDo AND L, CLASSIFICATION :LrdL D FILL Grass cover 3" Fine Silty Sand (SM), moist, loose to medium dense, reddish brown Rootlets, medium dense, orange brown. TERRACE DEPOSITS Poorly graded Sand with Silt (SP-SM), medium dense,moist, reddish brown. . ; Fine Silty Sand (SM), medium dense, slightly cemented, mottled grey and orange brown. ^% Lean Clay with Sand (CL), stiff, moist, mottled grey and% brown.gf • Poorly graded Sand with Silt (SP-SM), medium dense, dry.- to moist, light grey. END OF BORING AT 21 FEETNO GROUNDWATER ENCOUNTEREDHOLE BACKFILLED AND TAMPED 4- 0) 013 -? c_a 113 114 115 104 Mo i stureContent <X>5.8 3.5 7.5 11.5 21.6 3,1 10 <C WAGS WAGS BUILDING ADDITION ™ ATF151 KLEINFELDER ARMY AND NAVY ACADEMY, CARLSBAD ^-6 PROJECT NO. 58-921201 LOG OF BORING K-3 J Explanation Of Logs On Plates A-3a & A-3b Date Drilled: 8/27/99 Water Depth: (feet) Drilled By: SPECTRUM Date Measured: Drilling Method: HOLLOW STEM AUGER 9" Reference Elevation: 39 (feet) Logged By: JBR Datum: MSL •H01C <UO M- 4-(0 -C> 4-cu a— 0)til Q 01a. H 01 a.E(DCO •1 -30- 10—.Sample Numberi 2 3 Blou Counts(blous/foot)I40# ;; 13 : 42 spt : 26 : SOIL DESCRIPTIONo>Q AND o CLASSIFICATION cX0 D FILL" Asphalt Concrete cover 1/2"Fine Silty Sand (SM), dry to moist, loose to medium dense,orange brown '•'• TERRACE DEPOSITS Silty Sand (SM). medium dense, slightly cemented,rootlets, orange brown. -. END OF BORING AT 11 1/2 FEETNO GROUNDWATER ENCOUNTEREDHOLE BACKFILLED AND TAMPED 4- O» ai a 116 ho i sture>.Content CX)3.4 5.7 4.8 BUILDING ADDITION •*• KLEINFELDER ARMY AND NAVY ACADEMY, CARLSBAD PROJECT NO. 58-921201 LOG OF BORING K-4 ffi || T3 WAGS WAGS PLATE A-7 ^ Explanation Of Logs On Plates A-3a & A-3b APPENDIX B LABORATORY TESTING KLEINFELDER APPENDIX B LABORATORY TESTING The laboratory test program is designed to provide additional information on the engineering properties of the soils encountered at the site during the field exploration program. The tests were performed in general conformance with the current ASTM or California Department of Transportation (Caltrans) standards. Details of the laboratory test procedures and the individual test results are presented in the following pages. Moisture Content and Unit Weight The field moisture content and dry unit weight are determined for relatively undisturbed soil samples obtained during field exploration. The field moisture content is obtained by methods described in ASTM Test Method D2216. In place dry unit weight is computed using the net weight of the entire relatively undisturbed sample. The field moisture content and in place dry unit weight results are tabulated along the right side of each log. Relatively undisturbed samples are visually evaluated and then classified per the ASTM Soil Classification System. In addition, the undrained shear strength of cohesive soil samples is estimated using a pocket penetrometer. Particle Size Distribution The distribution of particle sizes for a soil sample is determined by procedures described by ASTM Test Method D411. The distribution of particle sizes retained on the No. 200 sieve is determined by sieving, and the distribution of particle sizes passing the No. 200 sieve is determined by a sedimentation process using a hydrometer. The results of particle size analysis are graphically presented on the Grain Size Distribution accompanying this appendix. 5839R208 n Project No. 58-921201 D" Copyright 1996 Kleinfelder, Inc. -All Rights Reserved KLEI NFELDER No. 200 Sieve Wash The amount of fines in selected samples was determined by washing the samples through a Number 200 sieve in accordance with ASTM Dl 140. The results of Number 200 sieve wash are presented in Table B-l. TABLE B-l #200 SIEVE WASH TEST BORING NO. K-l K-l K-l K-2 K-2 K-3 K-3 K-3 K-4 K-4 DEPTH (ft) 2 5 15 1 15 20 1 5 1 5 PERCENTAGE PASSING #200 SIEVE 19 19 3 24 18 76 23 19 26 27 Corrosivity Testing The potential for soils to adversely affect foundation elements or utilities (concrete and metal elements) can be evaluated from the results of soluble sulfate content, chloride content, pH and resistivity tests. The tests are performed on soils that may become in contact with foundations and/or utilities. The potential for deterioration of Portland cement concrete in contact with soils requires knowledge of the concentration of sulfate ions. The concentrations of water soluble sulfate ions was determined in accordance with a turbidity procedure, EPA test method 375.4/9038. 5839R208 Project No. 58-921201 Copyright 1996 Klcinfclder, Inc. - All Rights Reserved B-2 KLE1NFELDER The corrosivity of mild grade steel is affected by the chloride content of soils. The concentration of chloride was determined by titration with mercuric nitrate in the presence of mixed diphenycarbazone - bromophenol blue indicator, EPA test method 325.3/9252 Soil pH is a measure of acidity/alkalinity of the soil. Sometimes, and in the absence of other factors, soils with a neutral pH (between 5 and 8) are not particularly aggressive, whereas soils with a pH range lower than five tend to be more corrosive to metals. The pH was determined electrometrically using a combination electrode which is calibrated using a series of standard solutions of known pH in accordance with EPA test method 9040/150.1. The resistivity tests are used for estimating the salt (sulfate and chloride) content of the soils and waters, and for determining the necessity for further analysis for sulfate and chloride content. Electrolytic conductivity is a measure of the ability of a solution to carry an electric current. Also called specific conductance, it is defined as the reciprocal of the resistance in ohms of a 1 CM cube of the liquid at a specified temperature. The specific conductance was measured on a 1:5 water extract be use of a self-contained conductivity meter in accordance with EPA test method 120.1. The results of tests performed on a sample of Borings K-l and K-2 at a depth of 1 to 3 feet are summarized in the following table. Component Analyzed Sulfate (SO4)** Chloride Cl** PH* Resistivity** Method 375.4/9038 325.3/9252 9040/150.1 120.1 Unit Mg/kg Mg/kg PHUnit O-cm K-l 65 45 7.3 11300 K-2 120 78 6.7 7090 *Analyzed on a 1:1 water extract **Analyzed on a 1:5 water extract Direct Shear Tests Direct shear tests are performed on relatively "undisturbed" or remolded samples to determine the shear strengths of representative material types. The apparatus used in direct shear testing is 5S39R208 Project No. 58-921201 Copyright 1996 Klemfelder, Inc. -All Rights Reserved B-3 KLEI NFELDER in general conformance with the requirements outlined in ASTM Test Method D3080. The test specimens are 2.4 inches in diameter, one inch in height, and are subjected to single shear along a plane at mid-height. The samples were sheared at a constant rate of strain of 0.04 inches per minute. The results of several direct shear tests for a selected soil type are usually plotted as peak shear strength versus applied normal stress, and a best-fit straight line through the plotted points is computed. The shear strength is described as the slope of the best-fit line, reported as the friction angle (<)>), and the cohesion intercept, reported as the cohesion (C). The shear strength results are presented in a graphic form with this appendix. Consolidation Tests The consolidation or volume reduction, of either "undisturbed" or remolded samples under applied stress is determined in general conformance with procedures outlined in ASTM D2435 test method. The procedures utilize an apparatus that restricts volume change to one dimension, with a test specimen of 2.4 inches in diameter and one inch in height. The stress is applied incrementally, and the sample is permitted to consolidate under each stress increment until the change in sample thickness is less than 0.0001 inches over a two-hour period. Time readings for selected load increments are obtained when the sample is soaked. Hydroconsolidation and expansion characteristics are also evaluated by monitoring the change in volume with the addition of water while confined under a constant normal stress. The results of consolidation testing are presented graphically in this appendix. 5839R208 Project No. 58-921201 Copyright 1996 Kleinfelder, inc. - All Rights Reserved H<L OK to <roH IK PRESSURE - ksf Boring Depth, ft Description Dry Unit Weight, pcf Moisture Content, % Water Added At, ksf K-1 2.0ft SILTY SAND <SM) 103 10.6 - 2.5 KLEINFELDER i PROJECTNO.58-921201 BUILDING ADDITION Army and Navy Academy, Carlsbad CONSOLIDATION TEST PLATE B-4 COCOLUce CO LU CO 4.0 3.5 3.0 2.5 2.0 1.0 0.5 0.0 0.0 0.5 1.0 1.5 2.0 2.5 NORMAL STRESS - ksf 3.0 3.5 4.0 Test type Rate of shear - in/min controlled - strain test 0.04 Boring Depth - ft Friction Angle - deg Cohesion - ksf Description Classification K-l 2.0 25 0.39 SELTYSAND (SM) SM KLEINFELDER PROJECT NO. 58-921201 BUILDING ADDITION Army and Navy Academy, Carlsbad DIRECT SHEAR TEST PLATE B-5 r SIEVE ANALYSIS HYDROMETER 1.5" 3/4" 3/8"#4 -*• #10 U.S. STANDARD SIEVE SIZES #16 #30 #60 #100 #200 1 0.1 GRAIN SIZE (mm) 0.01 H<E UJ UIU£5a. <c 0.001 GRAVEL coarse fine SAND coarse medium fine SD^T CLAY Symbol • IB A Boring K-l K-l K-2 Depth (ft) 2.0 15.0 1.0 Description SILTY SAND (SM) POORLY GRADED SAND (SP) SILTY SAND (SM) Moisture (%) 8.2 4.5 2.5 KLEINFELDER PROJECT NO. 58-921201 BUILDING ADDITION Army and Navy Academy, Carlsbad GRAIN SIZE DISTRIBUTION PLATE B-6 SIEVE ANALYSIS HYDROMETER U.S. STANDARD SIEVE SIZES 1.5" 3/4" 3/8" #4 #10 #16 #30 #60 #100 #200 1 0.1 GRAIN SIZE (mm) 0.01 0.001 GRAVEL coarse fine SAND coarse medium fine SILT CLAY Symbol •n A Boring K-2 K-3 K-4 Depth (ft) 5.0 1.0 1.0 Description SILTY SAND (SM) SILTY SAND (SM) SILTY SAND (SM) Moisture (%) 3.9 5.8 3.4 HI KLEINFELDER PROJECT NO. 58-921201 BUILDING ADDITION Army and Navy Academy, Carlsbad GRAIN SIZE DISTRIBUTION PLATE B-7 3 100 90 80 70 to ft\)TAL PERCENT PASSINJ 4* <J\ Q> O O Ct. JU —- . 20 1U o SIEVE ANALYSIS " 1.5" 3/4" 3/8" #4 #10 ii i i — U #16 -*« 10 GRAVEL coarse fine H YDROM ETER .S. STANDARD SIEVE SIZES #30 #60 #100 #200i i S \i \ \\ k\ • 0 10 20 30 a W) ^ H<E HI 50 *t- UJo 60 fSa. <c 70 o 80 90 1 0.1 0.01 0.001 GRAIN SIZE (mm) SAND coarse medium Symbol Boring • K-4 Depth (ft) 5.0 fine SILT Description SILTY SAND (SM) Moisture {%) 5.7 19 KLE|NFELDER PROJECT NO. 58-921 201 CLAY BUILDING ADDITION Army and Navy Academy, Carlsbad GRAIN SIZE DISTRIBUTION PLATE B-8 APPENDIX C RESULTS OF SOIL TOXICITY TESTING KLE1 NFELDER APPENDIX C RESULTS OF SOIL TOXICITY TESTING Soil samples were collected at approximately 6 to 14 inches below ground surface from three locations at the subject site. Sample B-l was collected 5 feet northeast of Boring K-l, Sample B-2, 9 l/2 feet from Boring K-2 and Sample B-3, 10 feet southeast from Boring K-3. Undisturbed soil samples were collected in brass sleeves, using a hand auger sampling system. After collection, sampling sleeve ends were sealed with Teflon sheets and plastic end caps, and placed in an iced cooler. Samples were transported under chain of custody to a State of California certified laboratory. Soil samples were analyzed at the laboratory for the presence of the following suspected contaminants: • Metals (U.S. EPA Methods 6010A, 7196A, and 7471 A), • Organochlorine Pesticides (U.S. EPA Method 8081A), and • Chlorinated Herbicides (U.S. EPA Method 8151A). Table C-l summarizes the results of the aforementioned laboratory analyses. Several metals (barium, chromium, copper, mercury, and zinc) were detected at levels below the applicable regulatory threshold values in soil samples collected at the subject site. The only organochlorine pesticide identified (chlordane), was detected below the applicable regulatory threshold level. No chlorinated herbicides were detected in soil samples collected at the subject site. Detailed laboratory results and chain of custody records are presented in the following page of this Appendix C. Two metals (lead and vanadium) were detected at levels above their respective California Code of Regulations, Title 22, Soluble Threshold Limit Concentrations (STLCs). The STLC applies only to the soluble fraction of detected compounds. The laboratory results documented in Table C-l represent the total (i.e., soluble and non-soluble) fractions of detected compounds. Therefore, lead and vandium levels were compared to industry-accepted guideline values (i.e., ten times the STLC) to assess-whether the detected concentrations indicate a potential for the soluble fraction of the detected metals to exceed their respective STLC. As shown on Table C-l, 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder. Inc. - All Rights Reserved KLEINFELDER detected levels of lead and vanadium were less than their respective "ten times STLC" guideline values. Based on the results of soil sampling and analytical activities, no further sampling or chemical analysis of site soils is warranted at this time. Soils will be overexcavated and replaced as engineered fill during construction. If any signs of contaminant are apparent, we should be contacted to determine if additional sampling and testing are necessary. This study was performed only for the proposed building additions for the on-site soils. TABLE C-l ANALYTICAL RESULTS Constituents Analyzed Metals (U.S. EPA Methods 6010A, 7196A,and7471A) Barium Chromium Copper Lead Mercury Vanadium Zinc Oiganochlorine Pesticides (U.S. EPA Method 8081 A) Chlordane All Remaining Analytes Chlorinated Herbicides (U.S. EPA Method 8I51A) All Analytes Concentration (mg/kg) B-l 32.3 25 7.03 ND 0.152 29.8 18.9 ND ND ND B-2 30 24.2 11.8 ND ND 28.4 19.5 ND ND ND B-3 43.1 25.7 11.9 13.9 0.13 23.6 44.8 1,22 ND ND Detection Limit 5 5 5 5 0.1 5 5 0.2 0.05 0.05 - 167 Regulatory Threshold 10,000/100 500/560/5 2,500/25 1,000/5/50 20/0,2 2,400/24/240 5,000/250 1.6 NA NA (2) (3) (4) (5) (6) Regulatory Guideline TTLC/STLC TTLC/STLC/U.S. EPA TCLP TTLC/STLC TTLC/STLCAO times STLC TTLC/STLC TTLC/STLC/IO times STLC TTLC/STLC U.S. EPA Region DC Residential PRO Notes: (1) (2) (3) (4) (5) (6) Concentrations are reported as milligrams of constituent per kilogram of soil (mg/kg). TTLC = California Code of Regulations, Title 22, Total Threshold Limit Concentration STLC = California Code of Regulations, Title 22, Soluble Threshold Limit Concentration. Ten times STLC = Industry -accepted guideline to assess whether the soluble component of a detected compound has the potential to exceed STLC. U.S. EPA TCLP = U.S. Environmental Protection Agency Toxicity Characteristics Leaching Procedure. U.S. EPA Region IX PRO = U.S. Environmental Protection Agency, Region IX, Preliminary Remedial Goals for Residential Soils. 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved C-2 14 B, LexinGion *venue: P^monc: CA r • 7cc 7e! (909) 590-5905 Fox (909) 590-590', Date: September 9, 1999 Mr. Peter Hayden Kleinf elder 1370 Valley Vista Drive Suite 150 Diamond Bar, CA 91765 Tel (909)396-0335 Fax(909)396-1324 Project #: 58-921201 Project Name: Army & Navy Academy Enviro-Chem LAB I.D.: 990831-1 to -3 Dear Mr. Hayden: The analytical results for the soil samples, received by our laboratory on August 31, 1999, are attached. All samples were received chilled, intact and accompanying chain of custody. Enviro-Chem appreciates the opportunity to provide you and your company this and other services. Please do not hesitate to call Mr. John Ackerman, our Customer Service Specialist, or myself, if you have any questions. Sincerely, Curtis Desilets Laboratory Directo Chen-Chou Su Laboratory Manager 12i4 £. iGXtngfon Avenue: Pomona.Tei (909) 590-5905 Fax (909) 590-5907 LABORATORY REPORT CUSTOMER: PROJECT # MATRIX: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 58-9016-02-001 Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/11/99 DATE SAMPLED: 08/27/99 REPORT TO: Mr. PETER HAYDEN SAMPLE I.D. : B-l TOTAL THRESHOLD ELEMENT ANALYZED Antimony (Sb) Arsenic (As) Barium {Ba} Beryllium (Be) Cadmium (Cd) Chromium (Cr) Chromium VI (Cr6) Cobalt (Co) Copper (Cu) Lead(Pb) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Tl) Vanadium (V) Zinc (Zn) DATE DATE LAB I LIMIT CONCENTRATION SAMPLE RESULT ND ND 32.3 ND ND 25.0 -- ND 7.03 ND 0.152 ND ND ND ND ND 29.8 18.9 PQL 10 5 5 0.5 0.5 5 0.1 5 5 5 0.1 5 5 1 5 5 5 5 ANALYZED : REPORTED : 09/01/99 09/09/99 .D. : 990831-3 ANALYSIS, TTLC LIMIT 500 500 10,000 75 100 2,500 500 8,000 2,500 1,000 20 3,500 2,000 100 500 700 2,400 5,000 UNIT: MG/KG STLC (PPM) EPA LIMIT METHOD 15 5.0 100 0.75 1.0 560/5® 5.0 80 25 5.0 0.2 350 20 1.0 5.0 7.0 24 250 6010A 6010A 6010A 6010A 6010A 6010A 7196A 6010A 6010A 6010A 7471A 6010A 6010A 6010A 6010A 6010A 6010A 6010A COMMENTS PQL = Practical Quantitation Limit ND = The concentration is below the PQL or non-detected TTLC = Total Threshold Limit Concentration STLC - Soluble Threshold Limit Concentration @ = Must meet both the STLC Limit at 560 and EPA-TCLP Limit at 5 * - STLC analysis for the metal is recommended (if marked) ** = TCLP-Chromium analysis is recommended (if marked) *** = The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) -- = Not analyzed/not requested Data Reviewed and Approved by:, CAL-DHS ELAP CERTIFICATE No.: 1555 Jet (909) 590-590& Fax (909) 590-590/ LABORATORY REPORT CUSTOMER : PROJECT # MATRIX: Kleinf elder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-Q335 58-9016-02-001 Fax(909}396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE SAMPLED: 08/27/99 DATE REPORT TOrJvrr. PETER HAYDEN DATE SAMPLE I.D. : B-2 TOTAL THRESHOLD ELEMENT ANALYZED Antimony (Sb) Arsenic (As) Bariura(Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Chromium VI (Cr6) Cobalt (Co) Copper (Cu) Lead(Pb) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Tl) Vanadium (V) Zinc (Zn) LIMIT SAMPLE RESULT ND ND 30.0 ND ND 24.2 -- ND 11.8 ND ND ND ND ND ND ND 28.4 19.5 LAB I CONCENTRATION PQL 10 5 5 0.5 0.5 5 0.1 5 5 5 0.1 5 5 1 5 5 5 5 ANALYZED : REPORTED : 09/01/99 09/09/99 .D. : 990831-2 ANALYSIS, TTLC LIMIT 500 500 10,000 75 100 2,500 500 8,000 2,500 1,000 20 3,500 2,000 100 500 700 2,400 5,000 UNIT: MG/KG STLC (PPM) EPA LIMIT METHOD 15 5.0 100 0.75 1.0 560/5® 5.0 80 25 5.0 0.2 350 20 1.0 5.0 7.0 24 250 6010A 6010A 6010A 6010A 6010A 6010A 7196A 6010A 6010A 6010A 7471A 6010A 6010A 6010A 6010A 6010A 6010A 6010A COMMENTS PQL = Practical Quantitation Limit ND = The concentration is below the PQL or non-detected TTLC = Total Threshold Limit Concentration STLC = Soluble Threshold Limit Concentration @ = Must meet both the STLC Limit at 560 and EPA-TCLP Limit at 5 * = STLC analysis for the metal is recommended (if marked) ** = TCLP-Chromium analysis is recommended (if marked) *** = The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) -- = Not analyzed/not requested Data Reviewed and Approved by:, CAL-DHS ELAP CERTIFICATE No.: 1555 /2J4 £, Lexinoten Avenue. Pomona CA 9<76c Tel (909) 590-5905 Fax (909) 590-5907 LABORATORY REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909}396-0335 PROJECT #: 58-9016-02-001 MATRIX:S_O_IL DATE SAMPLEDi08/27/99 REPORT TO:Mr. PETER HAYDEN Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE ANALY2ED:09/01/99 DATE REPORTED:09/09/99 SAMPLE I.D.: B-3 LAB I.D.: 990831-1 TOTAL THRESHOLD LIMIT CONCENTRATION ANALYSIS, UNIT: MG/KG (PPM) ELEMENT SAMPLE ANALYZED RESULT Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Chromium VI (Cr6) Cobalt (Co) Copper (Cu) Lead(Pb) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Tl) Vanadium (V) Zinc (Zn) ND ND 43. ND ND 25. __- ND 11. 13. 0. ND ND ND ND ND 23. 44. 1 7 9 2 130 6 8 PQL 10 5 5 0.5 0.5 5 0.1 5 5 5 0.1 5 5 1 5 5 5 5 TTLC LIMIT 10, 2, 8, 2, 1, 3, 2, 2, 5, 500 500 000 75 100 500 500 000 500 000 20 500 000 100 500 700 400 000 STLC LIMIT 15 5 100 0 1 .0 .75 .0 560/5® 5 80 25 5 0 350 20 1 5 7 24 250 .0 .0 .2 .0 .0 .0 EPA METHOD 6010A 6010A 6010A 6010A 6010A 6010A 7196A 6010A 6010A 6010A 7471A 6010A 6010A 6010A 6010A 6010A 6010A 6010A COMMENTS PQL = Practical Quantitation Limit ND = The concentration is below the PQL or non-detected TTLC = Total Threshold Limit Concentration STLC = Soluble Threshold Limit Concentration ® = Must meet both the STLC Limit at 560 and EPA-TCLP Limit at 5 * = STLC analysis for the metal is recommended (if marked) ** = TCLP-Chromium analysis is recommended (if marked) *** = The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) -- = Not analyzed/not requested Data Reviewed and Approved by:. CAL-DHS ELAP CERTIFICATE No.: 1555 t. Lexingion Avenue, Pomona, CA 9i/6o lei (909) 590-5905 Fax (909) 590-5907 METHOD BLANK REPORT CUSTOMER : PROJECT # MATRIX : Kleinf elder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel{909}396-0335 58-9016-02-001 Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE SAMPLED: 08/27/99 REPORT TO: Mr. PETER HAYDEN METHOD TOTAL THRESHOLD ELEMENT ANALYZED Antimony (Sb) Arsenic (As) Barium(Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Chromium VI (Cr6) Cobalt (Co) Copper (Cu) Lead(Pb) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Tl) Vanadium (V) Zinc(Zn) BLANK FOR DATE DATE LAB I.D. :i LIMIT CONCENTRATION SAMPLE RESULT ND ND ND ND ND ND__ ND ND ND ND ND ND ND ND ND ND ND PQL 10 5 5 0.5 0.5 5 0-1 5 5 5 0.1 5 . 5 1 5 5 5 5 ANALYZED : REPORTED : 990831-1 ANALYSIS, TTLC LIMIT 500 500 10,000 75 100 2,500 500 8,000 2,500 1,000 20 3,500 2,000 100 500 700 2,400 5,000 09/01/99 09/09/99 TO -3 UNIT: MG/KG STLC (PPM) EPA LIMIT METHOD 15 5.0 100 0.75 1.0 560/5® 5.0 80 25 5.0 0.2 350 20 1.0 5.0 7.0 24 250 6010A 6010A 6010A 6010A 6010A 6010A 7196A 6010A 6010A 6010A 7471A 6010A 6010A 6010A 6010A 6010A 6010A 6010A COMMENTS PQL - Practical Quantitation Limit ND = The concentration is below the PQL or non-detected TTLC = Total Threshold Limit Concentration STLC = Soluble Threshold Limit Concentration @ = Must meet both the STLC Limit at 560 and EPA-TCLP Limit at 5 * = STLC analysis for the metal is recommended (if marked) ** = TCLP-Chromium analysis is recommended (if marked) *** = The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) -- = Not analyzed/not requested Data Reviewed and Approved by: CAL-DHS ELAP CERTIFICATE No.: 1555 1214 £. Lexington Avenue, Pomona, CA 91766 Tel (909) 59C-59C5 Fax (909) 590-5907 LABORATORY REPORT CUSTOMER: PROJECT #: MATRIX: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 58-9016-02-001 Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE SAMPLED: 08/27/99 REPORT TO: Mr. PETER HAYDEN SAMPLE I.D. : B-l DATE ANALYZED: 08/31/99 DATE REPORTED: 09/09/99 LAB I.D. : 990831-3 ANALYSIS: ORGANOCHLORINE PESTICIDES, EPA 8081A UNIT: MG/KG (PPM) PARAMETER alpha-BHC aamma-BHC beta-BHC Heptachlor delta-BHC Aldrin Heptachlor Epoxide Endosulfan I 4.4' -DDE Dieldrin Endrin 4,4' -ODD Endosulfan II 4.4' -DDT Endrin Aldehyde Endosulfan Sulf ate Methoxychlor Chlordane Toxaphene ND = NON-DETECTED OR BELOW DATA REVIEWED AND APPROVED SAMPLE RESULT REPORTING ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND THE REPORTING LIMIT BY: fade* A. LIMIT XI 0.05 0 0 0 0n 0n 0 0 0 0 0 0 0 0 0 0 0 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .20 .20 CAL-DHS ELAP CERTIFICATE No.: 1555 2)4 5. Lexington Avenue, Pomona. CA 9:76t Tel (909) 59Q-5905 Fax (909) 590-5907 LABORATORY REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 Fax(909)396-1324 PROJECT #: 58-9016-02-001 PROJECT NAME: Army & Navy Academy MATRIX:SOIL DATE SAMPLES RECEIVED:08/31/99 DATE SAMPLED:08/27/99 DATE ANALYZED:08/31/99 REPORT TO:Mr. PETER HAYDEN DATE REPORTED:09/09/99 SAMPLE I.D.: B-2 LAB I.D.: 990831-2 ANALYSIS: ORGANOCHLORINE PESTICIDES, EPA 8081A UNIT: MG/KG (PPM) PARAMETER alpha-BHC aamma-BHC beta-BHC Heptachlor delta-BHC Aldrin Heptachlor Endosulfan 4. 4 '-DDE Dieldrin Endrin 4,4' -DDD Endosulfan 4.4 ' -DDT SAMPLE RESULT REPORTING LIMIT XI ND 0.05 Epoxide I II Endrin Aldehvde Endosulfan Sulfate Methoxychlor Chlordane Toxaohene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 '0.20 ND = NON-DETECTED OR BELOW THE REPORTING LIMIT DATA REVIEWED AND APPROVED BY:. CAL-DHS ELAP CERTIFICATE No.: 1555 !214 5, LexinQton Avenue Pomona, CA 9,/6c let (909) 590-5905 Fax (909) 590-5907 LABORATORY REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 PROJECT #: 58-9016-02-001 MATRIX: SQIi, DATE SAMPLED:08/27/99 REPORT TO:Mr. PETER HAYDEN Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE ANALYZED:08/31/99 DATE REPORTED:09/09/99 SAMPLE I.D.: B-3 LAB I.D.: 990831-1 ANALYSIS: ORGANOCHLORINE PESTICIDES, EPA 8081A UNIT: MG/KG (PPM) PARAMETER alpha -BHC gamma -BHC beta-BHC Heptachlor delta-BHC Aldrin Heptachlor Epoxide Endosulfan I 4. 4 '-DDE Dieldrin Endrin 4.4--DDD Endosulfan II 4.4' -DDT Endrin Aldehyde Endosulfan Sulfate Methoxrychlor Chlordane Toxaphene SAMPLE RESULT REPORTING LIMIT XI ND 0.05 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 1.22 ND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .20 .20 ND = NON-DETECTED OR BELOW THE REPORTING LIMIT DATA REVIEWED AND APPROVED BY: CAL-DHS ELAP CERTIFICATE No.: 1555 ;>;4 £. Lexington Avenue, Pomona, CA 91?6i- let (909) 590-5905 Fax (909) 590-5907 METHOD BLANK REPORT CUSTOMER: PROJECT # MATRIX: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 58-9016-02-001 Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE SAMPLED:08/27/99 REPORT TO: Mr. PETER HAYDEN METHOD BLANK FOR DATE ANALYZED: DATE REPORTED: LAB I.D. : 990831-1 ANALYSIS: ORGANOCHLORINE PESTICIDES, 08/31/99 09/09/99 TO -3 EPA 8081A UNIT: MG/KG (PPM) PARAMETER alpha -BHC aamma-BHC beta-BHC Heptachlor delta -BHC Aldrin Heptachlor Epoxide Endosulfan I 4 , 4 ' -DDE Dieldrin Endrin 4.4' -DDD Endosulfan II 4.4' -DDT Endrin Aldehyde Endosulfan Sulfate Methoxychlor Chlordane Toxaphene ND = NON-DETECTED OR BELOW SAMPLE RESULT REPORTING LIMIT XI ND 0.05 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND THE REPORTING LIMIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .20 .20 /^//DATA REVIEWED AND APPROVED BY: £**/UeU/ CAL-DHS ELAP CERTIFICATE No.: 1555 Tei (909) S90-09Q5 fax (909) 590-6907 LABORATORY REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 PROJECT #: 58-9016-02-001 MATRIX-.SOIL. DATE SAMPLED:08727799 REPORT TO:Mr. PETER HAYDEN Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE ANALYZED:09/Q8/99 DATE REPORTED:09/09/99 SAMPLE I.D.: B-l LAB I.D.: 990831-3 ANALYSIS: CHLORINATED HERBICIDES, EPA 8151A UNIT: MG/KG (PPM) UNIT: MG/KG PARAMETER SAMPLE RESULT 2.4.5-T ND 2,4,5-TP (Silvex) 2,4-D 2,4-DB Dalapon (Dichloroacetic Acid) Dicamba Dichloroprop Dinoseb (DNBP) MCPA MCPP ND ND ND ND ND ND ND ND ND REPORTING LIMIT XI 0.13 0 0 0 3 0 0 0 167 129 .11 .8 .61 .89 .18 .44 .05 COMMENTS: ND = NON-DETECTED OR BELOW THE REPORTING LIMIT ANALYSIS PERFORMED BY ASSOCIATED LABS DATA REVIEWED AND APPROVED BY: CAL-DHS ELAP CERTIFICATE No.: 1555 1214 E. Lexinoton Avenue. Pomona, CA 91766 Tel (909) 590-59G5 fax (909) 590-59C7 LABORATORY REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-0335 Fax(909)396-1324 PROJECT #: 58-9016-02-001 PROJECT NAME: Army & Navy Academy MATRIX:£Q_IL DATE SAMPLES RECEIVED : 08/31/99 DATE SAMPLED:08/27/99 DATE ANALYZED:09/08/99 REPORT TO: Mr. PETER HAYDRN DATE REPORTED : 09/09/99 — — ______ _ — — —• — — -^- — — ____^___n_____»___n.n____.u-_ — — __— — — — _ __ .^ — — — — »_______^- — SAMPLE I.D.: B-2 LAB I.D.: 990831-2 ANALYSIS: CHLORINATED HERBICIDES, EPA 8151A UNIT: MG/KG (PPM) UNIT: MG/KG PARAMETER SAMPLE RESULT 2.4.5-T ND 2,4,5-TP (Silvex) 2,4-D 2,4-DB Dalapon fDichloroacetic Acid) Dicamba Dichloroprop Dinoseb (DNBP) MCPA MCPP ND ND ND ND ND ND ND ND ND REPORTING LIMIT XI 0.13 0 0 0 3 0 0 0 167 129 .11 .8 .61 .89 .18 .44 .05 COMMENTS: ND = NON-DETECTED OR BELOW THE REPORTING LIMIT ANALYSIS PERFORMED BY ASSOCIATED LABS DATA REVIEWED AND APPROVED BY: CAL-DHS ELAP CERTIFICATE No.: 1555 4 £. Lexinaron Avenu&; Pomona CA 91766 le! (909) 590-5905 Fox (909) 590-5907 LABORATORY REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 917S5 Tel(909)396-0335 Fax(909)396-1324 PROJECT #: 58-9016-02-001 PROJECT NAME: Army & Navy Academy MATRIX:S_QIL DATE SAMPLES RECEIVED:08/31/99 DATE SAMPLED:08/27/99 DATE ANALYZED:09/08/99 REPORT TO:Mr. PETER HAYDEN DATE REPORTED:09/Q9/99 SAMPLE I.D.: B-3 LAB I.D.: 990831-1 ANALYSIS: CHLORINATED HERBICIDES, EPA 8151A UNIT: MG/KG (PPM) UNIT: MG/KG PARAMETER SAMPLE RESULT 2,4.5-T ND 2.4,5-TP (Silvex) 2.4-D 2,4-DB Dalapon (Dichloroacetic Acid) Dicamba Dichloroprop Dinoseb (DNBP) MCPA MCPP ND ND ND ND ND ND ND ND ND REPORTING LIMIT XI 0.13 0 0 0 3 0 0 0 167 129 .11 .8 .61 .89 .18 .44 .05 COMMENTS : ND = NON-DETECTED OR BELOW THE REPORTING LIMIT ANALYSIS PERFORMED BY ASSOCIATED LABS DATA REVIEWED AND APPROVED BY:. CAL-DHS ELAP CERTIFICATE No.: 1555 lei (909) 590-5905 Fax (909) 590-590: METHOD BLANK REPORT CUSTOMER: Kleinfelder 1370 Valley Vista Drive, Suite 150 Diamond Bar, CA 91765 Tel(909)396-Q335 PROJECT #: 58-9016-02-001 MATRIX :S_Q_XL DATE SAMPLED:08/27/99 REPORT TO:Mr. PETER HAYDEN Fax(909)396-1324 PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:OB/31/99 DATE ANALYZED:09/08/99 DATE REPORTED:09/09/99 METHOD BLANK FOR LAB I.D.: 990831-1 TO -3 ANALYSIS: CHLORINATED HERBICIDES, EPA 8151A UNIT: MG/KG (PPM) PARAMETER 2.4.5-T 2,4,5-TP (Silvex) 2,4-D 2 ,4-DB Dalapon (Dichloroacetic Dicamba Dichloroprop Dinoseb fDNBP) MCPA MCPP UNIT: MG/KG SAMPLE RESULT ND ND ND ND Acid) ND ND ND ND ND ND REPORTING 0 0 0 0 3 0 0 0 167 129 LIMIT XI .13 .11 .8 .61 .89 .18 .44 .05 COMMENTS: ND = NON-DETECTED OR BELOW THE REPORTING LIMIT ANALYSIS PERFORMED BY ASSOCIATED LABS ..MLDATA REVIEWED AND APPROVED BY CAL-DHS ELAP CERTIFICATE No.: 1555 Enviro - Cherr., /no, 214 E. Lexington Avenue, Pomona, CA 91766 Jei (909) 590-5905 Fax (909) 590-S9L QA/QC REPORT CUSTOMER:Kleinfelder 5765-A Uplander Way Culver City, CA 90230 Tel(310)665-9200 Fax(310)665-9209 PROJECT #: 58-9016-02-001 MATRIX :£QIii DATE SAMPLED:08/27/99 REPORT TO:Mr. PETER HAYDEN PROJECT NAME: Army & Navy Academy DATE SAMPLES RECEIVED:08/31/99 DATE ANALYZED:08/31-09/08/99 DATE REPORTED:09/09/99 QA/QC REPORT FOR 990831-1 TO -3 ,J MATRIX SPIKE (MS)/MATRIX SPIKE DUPLICATE (MSD) bNITS: MG/KGfPPM) SPIKED SAMPLE LAB I.D.: 990831-70 ( 6010A) ; 990831-3 (7471A) ; 990831-2 (8081A1 ;LR41864-140127 f 8151A) ANALYTE LEAD MERCURY ALDRIN 2.4-D 2,4,5-TP SR ND ND ND ND ND SPK CONC 50.0 0.300 0. 0.050 0. 0.80 0. 0.80 0. MS 54.4 302 051 574 552 % MS 109 101 102 72 69 MSD 56.0 0.284 0.056 0.665 0.589 % MSD 11? 95 11? 83 74 % RPD 3 6 9 15 7 ACP %MS 75-125 75-125 75-125 65-135 65-135 ACP RPD 0-20 0-20 0-20 0-35 0-35 COMMENTS SR = SAMPLE RESULT SPK CONC = SPIKE CONCENTRATION MS = MATRIX SPIKE SAMPLE RESULT %MS = PERCENT MATRIX SPIKE RECOVERY MSD *= MATRIX SPIKE DUPLICATE RESULT %MSD = PERCENT MATRIX SPIKE RECOVERY, DUPLICATE %RPD = RELATIVE PERCENT DEVIATION OF THE SPIKE RECOVERY RESULTS ACP = ACCEPTABLE RANGE APPROVED BY: roooo cr CT c H ro o i Z s-oo UJ O O Z 3 - UJ Q iba; APPENDIX D REFERENCES KLEI NFELDER APPENDIX D REFERENCES 1. Blake, T.F., "EQSEARCH, A Computer Program for the Estimation of Peak Horizontal Acceleration from Southern California Historical Earthquake Catalogs, User's Manual", 1993. 2. Blake, T.F., "EQFAULT, A Computer Program for the Deterministic Prediction of Peak Horizontal Acceleration from Digitized California Faults, User's Manual", 1993. 3. Rogers, T.H., "Geological Map of California, Santa Ana Sheet, Olaf P. Jenking Edition," California Division of Mines and Geology. 4. I.C.B.O., "1997 Uniform Building Code, Volume 2, Structural Engineering Design Provisions," 1997. 5. Petersen, Mark D., et al, 'Probabalistic Seismic Hazard Assessment for the State of California," DMGOFR 96-08, 1996. 6. Petersen, Mark D., et al, "Seismic Ground Motion Hazard Mapping Incorporating Site Effects for Los Angeles, Orange and Aliso Viejo Counties, California: A Geographical Information System Application," Bulletin of the Seismological Society of America, Vol. 87, No. 1, pp 249-255, February 1997. 5839R208 Project No. 58-921201 Copyright 1999 Kleinfelder, Inc. - All Rights Reserved APPENDIX E LIMITATIONS KLEI NFELDER APPENDIX E LIMITATIONS This report has been prepared for the exclusive use of The Army and Navy Academy and their agents for specific application to the construction of two new dormitories and a parking lot in Carlsbad, San Diego County, California. The findings, conclusions and recommendations presented in this report were prepared in accordance with generally accepted geotechnical engineering practice. No warranty is expressed or implied. The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by our firm during the construction phase in order to evaluate the compliance with our recommendations. If the scope of the proposed construction, including the proposed loads, grades or structural locations change from that described in this report, our recommendations should also be reviewed. The scope of our geotechnical services did not include any environmental site assessment for the presence or absence of hazardous/toxic materials in the soil, surface water, groundwater or atmosphere, or the presence of wetlands. The client has the responsibility to see that all parties to the project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. This report contains information which may be useful in the preparation of contract specifications. However, the report is not designed as a specification document and may not contain sufficient information for this use without proper modification. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on-site and off-site) or other factors may change over time, and additional work may be required with the passage of time. Any party other than the client who wishes to use this report for an .adjacent or nearby project shall notify Kleinfelder of such intended use. Based on the intended use of this report and the nature of the new project, Kleinfelder may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of this report by any unauthorized party. 5839R208 Project No. 58-921201 c , Copyright 1999 Kleinfelder, Inc. - All Rights Reserved El"l REPORT OF SOIL INVESTIGATION Proposed Building Additions Army & Navy Academy Northeast Corner of Ocean Street and Cypress Avenue Carlsbad, California ,•", '• * y^?&3j?%$£:'r* ,'&(&?.<* • •'••"•'•'; :°'^&%i!^«8&* ?$:::-: •;•? .v;v- (D GEOTECHNICAL EXPLORATION, INC. REPORT OF SOIL INVESTIGATION Proposed Building Additions Army & Navy Academy Northeast Corner of Ocean Street and Cypress Avenue Carlsbad, California JOB NO. 92-6190 11 March 1992 Prepared for: Mr. Alan O'Kain ARMY S NAVY ACADEMY GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING • GROUNDWATER HAZARDOUS MATERIALS MANAGEMENT • ENGINEERING GEOLOGY 11 March 1992 Mr. Alan O'Kain Job No. 92-6190 Board of Directors ARMY & NAVY ACADEMY 18400 Von Karmen Avenue Irvine, CA 92715 Subject: Report of Soil Investigation Proposed Building Additions Army & Navy Academy Northeast Corner of Ocean Street and Cypress Avenue Carlsbad, California Dear Mr. O'Kain: In accordance with your request, Geotechnical Exploration, Inc. has performed an investigation of the soil conditions at the location of the subject site. The field work was performed on February 21, 1992. It is our understanding that three existing structures will be removed and that the site is being developed to receive two new dormitory buildings and associated improvements. The structures are to be a maximum of two stories in height and will be constructed of standard* type building materials. Our investigation revealed that the building site Is underlain by dense natural-ground materials (terrace deposits) with approximately 1 to 5 feet of fill and topsoil at the surface of the site. In general, the surficial soils are loose, and as part of site preparation, we recommend that the fill and topsoil be removed and recompacted to provide a more uniform, firm soil base for the proposed structures and improvements. In our opinion, if the conclusions and recommendations presented in this report are implemented during site preparation, the site will be suited for the proposed structures and improvements. This opportunity to be of service is sincerely appreciated. Should you have any questions concerning the following report, please do not hesitate to contact us. Reference to our Job No. 92-6190 will expedite response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. Jaime A. Cerros, R.C.'E. 34422/G.E. 2007 Senior Geotechnical Engineer JKH/JAC/pj 7420 TRADE STREET • SAN DIEGO, CALIFORNIA 92121 • (619) 549-7222 • FAX; (619) 549-1604 TABLE OF CONTENTS PACE !. SCOPE OF WORK 1 II. SITE DESCRIPTION 2 III. FIELD INVESTIGATION 2 IV. DESCRIPTION OF SOILS 3 V. CROUNDWATER 3 VI. LABORATORY TESTS AND SOIL INFORMATION 3 VII. CONCLUSIONS AND RECOMMENDATIONS 5 VIII. GRADING NOTES 13 IX. LIMITATIONS 14 FIGURES I. Plot Plan lla-c. Trench Logs III. Laboratory Test Results IV. Foundation Requirements Near Slopes APPENDICES A. Unified Soil Classification System B. General Earthwork Specifications REPORT OF SOIL INVESTIGATION Proposed Building Additions Army £ Navy Academy Northeast Corner of Ocean Street and Cypress Avenue Carlsbad, California JOB NO. 92-6190 The following report presents the findings and recommendations of Geotechnical Exploration, Inc. for the subject project. I. SCOPE OF WORK It is our understanding, based on communications with Mr. David Sheegog, of Musser and Cox Architects, that the site ts intended for the construction of two 2-story dormitory/office buildings and associated improvements. The existing structures are to be removed and the site will be graded to remove all vegetation and rework the loose surface soils. With the above in mind, the Scope of Work is briefly outlined as follows: 1. Identify and classify the surface and subsurface soils to depths, in conformance with the Unified Soil Classification System (refer to Appendix A). 2. Recommend site preparation procedures. 3. Recommend the allowable bearing pressure for the proposed compacted soils. 4. Estimate the anticipated settlement of the existing and properly compacted soils under the proposed structural loads. 5. Recommend foundation design information and provide active and passive earth pressures to be utilized in design of any proposed retaining wails and foundation structures. flD10 Army & Navy Academy Job No. 92-6190 Carlsbad, California Page 2 II. SITE DESCRIPTION The building site, consisting of approximately 40,000 square feet, is located on the northeast corner of Ocean Street and Cypress Avenue, in the City of Carlsbad, California. The site is bordered on the north and east by the Army & Navy campus property, on the south by Cypress Avenue and on the west by Ocean Street. There is a 7-foot- high fill slope at the west end of the building site adjacent to Ocean Street and a 5-foot-high cut slope at the east end of the building site. Existing structures on the building site consist of one single-story dormitory building and two single-story office buildings with adjacent concrete walkways, steps and asphalt driveway. Vegetation on the building site consists primarily of lawn grass, shrubs, several large pine trees and iceplant groundcover on the slopes. The building site is relatively level with a gentle slope to the west. However, the proposed but/ding area includes the existing cut and fill slopes, which range in elevation from 52 feet down to approximately 44 feet above mean sea level (MSL). Survey information concerning actual elevations across the site was not available at the time of this investigation, III. FIELD INVESTIGATION Three exploratory test trenches were placed on the site, specifically in areas where the new structures and improvements may be located and where access allowed. The trenches were logged by our field representative, and samples were taken of the predominant soils throughout the field operation. Trench logs have been prepared on the basis of our observations, and the results have been summarized on Figure No. II. The predominant soils have been classified in confer- mance with the Unified Soil Classification System (refer to Appendix A). Army £ Navy Academy Job No. 92-6190 Carlsbad, California Page 3 IV. DESCRIPTION OF SOILS In general, the subject site is underlain by dense natural ground materials (terrace deposits) with approximately 1 to 5 feet of fill and topsoll at the surface of the site. The surficia! soils (the upper 1 to 5 feet) were found to be loose, while the soils below this depth were generally medium dense to dense. The fill and top soils consist of brown and orange-brown, silty, fine to medium sand with abundant roots. The terrace deposits consist of orange-brown, fine to medium sand with some silt. Based on our experience, these soils are considered to have a very low expansion potential, with an expansion index of less than 20. V. CROUNDWATER No groundwater problems were encountered during the course of our field investigation and we do not expect groundwater problems to develop in the future — if the property is developed as presently designed and proper drainage is provided. It should be kept In mind, however, that any required grading operations may change surface drainage patterns and/or reduce permeabilities due to the densification of compacted soils. Such changes of surface and subsurface hydroiogic conditions, plus irrigation of landscaping or significant increases in rainfall, may result in the appearance of minor amounts of surface or near-surface water at locations where none existed previously. The damage from such water is expected to be minor and cosmetic in nature, if good positive drainage is implemented at the completion of construction. Corrective action should be taken on a site-specific basis if, and when, it becomes necessary. VI. LABORATORY TESTS AND SOIL INFORMATION Laboratory tests were performed on the disturbed and relatively undisturbed soil samples in order to evaluate their physical and at) ID Army 6 Navy Academy Job No. 92-6190 Carlsbad, California Page 4 mechanical properties and their ability to support the proposed structures. The following tests were conducted on the sampled soils: 1. Moisture/Density Relations (ASTM D1557-78, Method A) 2. Moisture Content (ASTM 02216-80) 3. Mechanical Analysis (ASTM D422-72) 4. Density Measurement (ASTM D1556-82) 5. Soluble Sulfates (EPA-300) The relationship between the moisture and relative compaction of soil samples gives qualitative Information regarding soil strength character- istics and soil conditions to be anticipated during any future grading operation. The mechanical analysis was used to aid in the classification of the soils according to the Unified Soil Classification System. The soluble sulfate test was run to evaluate what effect the existing soils may have on the proposed concrete footings and slabs. Our experience indicates that the on-site sands have a very low expansion potential with an expansion index of less than 20. Based upon the above laboratory test data, observations of the primary soil types on the project, and our previous experience with laboratory testing of similar soils, our Geotechnical Engineer has assigned conservative values for friction angle and cohesion to those soils which will have significant lateral support or bearing functions on the project. These values are presented in Figure No. Ill and have been utilized in recommending the allowable bearing value as well as the active and passive earth pressures for wall and footing designs. Army 6 Navy Academy Job No. 92-6190 Carlsbad, California Page 5 VII. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the practical field investigation conducted by our firm, and resulting laboratory tests, in conjunction with our knowledge and experience with the soils in the City of Carlsbad. Our investigation revealed that the entire site is underlain by dense natural-ground materials (terrace deposits) with approximately 1 to 5 feet of fill and top soil at the surface of the site. In general, the surficia! soils are loose and, as part of the site preparation, we recommend that the fill and top soil be removed to a depth ranging approximately from 1 to 5 feet and be properly recompacted to provide a more uniform, firm soil base for the proposed structures and improvements. A. Preparation of Soils for Site Development 1. The existing structures, debris and vegetation observed on the building site must be removed prior to the preparation of building pads and/or areas to receive structural improvements. This includes all roots from the existing trees that may extend under the proposed structure and improvements. Large roots have been known to cause significant damage to foundations. 2. To provide a more uniform, firm soil base for the proposed structures and improvements, all surface soils should be excavated to a depth ranging from 1 to approximately 5 feet down to dense natural soil, and extending at least 10 feet beyond the perimeter building lines, or as per the direction of our field technician. The bottom of the excavation shall be scarified, moisture conditioned, and properly recompacted. The excavated soils should be cleaned of any debris and deleterious materials, properly Army 6 Navy Academy Job No. 92-6190 Carlsbad, California Page 6 watered to approximately optimum moisture content , and compacted to at least 90 percent of Maximum Dry Density in accordance with ASTM D1557 standards. Any areas to receive new fill or that will support rigid improvements or proposed retaining structures should be prepared in a like manner. Since the building parallel- ing Cypress. Avenue is close to the slope on Ocean Street, it is our recommendation that at least the southern 80 feet of slope be rebuilt with properly compacted soils. 3. No uncontrolled fill soils shall remain on the site after completion of any future site work. In the event that temporary ramps or pads are constructed of uncontrolled fill soils during the grading operation, the loose fill soils shall be removed and/or recompacted prior to completion of the grading operation. 4. Any buried objects or abandoned utility lines which might be discovered on the site shall be removed and the excavation shall be properly backfilled with approved on-site or imported fill soils, and shall then be compacted to at least 90 percent of Maximum Dry Density. 5. Any backfill soils placed in utility trenches or behind retaining walls which support structures and other improvements (such as patios, sidewalks, driveways, pavements, etc.) shall be compacted to at least 90 percent of Maximum Dry Density. B. Design Parameters for Foundations and Retaining Walls 6. The recommended allowable soil bearing value for design of foundations for the proposed structures is 2,000 pounds per square foot. This load-bearing value may be utilized in the design of continuous foundations and spread footings when founded a Army £ Navy Academy Job No. 92-6190 Carlsbad, California Page 7 minimum of 18 inches into the firm natural ground or properly compacted fill, measured from the lowest adjacent grade at the time of foundation construction. This load-bearing value may be increased one-third for design loads that include wind or seismic analysis. If imported soils are required to bring the site to grade, the imported soils should be nonexpanslve and be obtained from an approved off-site borrow area. Based upon our laboratory test results and our experience with the soil types on the subject site, the underlying native materials and all properly compacted fill should experience differential angular rotation in the magnitude of less than 1-inch in 25 feet, under a structural load of 2,000 pounds per square foot. The maximum estimated settlement should be less than 1 inch through- out the buildings, if the soils are properly compacted. 7. Due to numerous reasons, footings and slabs occasionally crack, causing ceramic tiles or other brittle floor coverings to become damaged. Footings and slabs should therefore contain at least a nominal amount of reinforcing steel to reduce the separation of cracks, should they occur. 7.1 A minimum of steel for continuous footings should include at least four No. 4 steel bars continuous, with two bars near the bottom of the footing and two bars near the top. 7.2 Isolated square footings should contain, as a minimum, a grid of No. 4 steel bars on 12-inch centers, in both directions, with no less than two bars each way. 7.3 Floor slabs should be a minimum of 4 inches actual thickness and be reinforced with at least No. 3 steel bars on 18-Inch centers, in both directions, or 6 x 6 - 6/6 Army & Navy Academy Job No. 92-6190 Carlsbad, California Page 8 welded wire mesh mats, placed at midheight in the slab. Slabs should be underlain by a 3-inch-thlck layer of clean sand (S.E. = 30 or greater) overlying a 6-mil visqueen membrane. Slab subgrade soil shall be thoroughly moistened prior to placement of the vapor barrier and pouring of concrete. We recommend the project Civil /Structural Engineer incor- porate isolation joints and sawcuts to at least one-fourth the thickness of the slab in any floor designs. The joints and cuts, if properly placed, should reduce the potential for and help control floor slab cracking. In no case, however, shall control joints be spaced farther than 25 feet apart. Due to a number of reasons (such as base preparation, construction techniques, curing procedures, and normal shrinkage of concrete), some cracking of slabs can still be expected. NOTE: The project Civil/Structural Engineer shall review all reinforcing schedules. The reinforcing minimums recommended herein are not to be construed as structural designs, but primarily as minimum safeguards to reduce possible crack separations. The actual reinforcing schedule shall be as per the direction of the Civil/Structural Engineer. 8. As a minimum for protection of on-site improvements. It is recommended that all nonstructural concrete slabs (such as patios, walkways, etc.) be underlain by at least 2 inches of clean sand, include 6x6- 10/10 welded wire mesh at midheight of the stab, and contain adequate isolation joints* The isolation joints and control joints shall be provided with a flexible joint filler which flDID Army & Navy Academy Job No, 92-6190 Carlsbad, California Page 9 should be periodically inspected and be properly maintained. Improvements such as surrounding sidewalks should be provided with a drainage slope of at least 2 percent. The performance of on-site improvements can also be greatly affected by soil base preparation and the quality of construction, and is therefore the responsibility of the designer and the contractor installing the improvements. We recommend that the slab and footing subgrade soils be checked for proper moisture by our representative within 48 hours prior to concrete pouring. Based on the results of a soluble sulfate test, it is our opinion that the existing soils will not have a significant effect on the proposed concrete footings and slabs. We recommend the use of Type 1 portland cement in the concrete. C. Retaining Walls 9. The active earth pressure (to be utilized in the design of canti- lever walls) shall be based on an Equivalent Fluid Weight of 38 pounds per cubic foot (for level backfill only). In the event that a retaining wall is surcharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the following table: Height of Slope/Height of Wall* Slope Ratio 0.25 0.50 0/75 1.0Q(+) 2.0:1.0 44 48 50 52 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. <3D ID Army S Navy Academy Job No. 92-6190 Carlsbad, California Page 10 The design pressures presented above are based on utilization of an uncontrolled mixture of sandy soils native to the site in backfill operations. In the event that a retaining wall is to be designed for a restrained condition, a uniform pressure equal to 8xH (eight times the total height of retained wall, considered in pounds per square foot) shall be considered as acting everywhere on the back of the wall in addition to the design Equivalent Fluid Weight. Any other surcharge loads applied within a horizontal distance measured from the face of the wall equal to its height shall be considered in the structural design. 10. The passive earth pressure of the encountered natural-ground soils and any recompacted fill soils (to be used for design of shallow foundations and footings to resist the lateral forces) shall be based on an Equivalent Fluid Weight of 300 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ground adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the foundation and is properly compacted or dense natural soil. 11. A Coefficient of Friction of 0.40 times the dead load may be used between the bearing soils and concrete foundations, walls, or floor slabs. D. Slopes 12. The compacted fill soils that occur within 5 feet of the face of any fill slopes will possess poor lateral stability, even though they have been compacted. Proposed structures and other improve- <JD 10 Army & Navy Academy Job No. 92-6190 Carlsbad, California Page 11 ments (such as walls, fences, patios, sidewalks, driveways, etc.) that are located within 5 feet of the face of compacted fill slopes could suffer differential movement as a result of the poor lateral stability of those soils. Foundation and footings of proposed structures, walls, etc., when founded 5 feet and farther away from the top of compacted fill slopes, may be of standard design in conformance with the recom- mended load-bearing value. If the proposed foundations and footings are located closer than 5 feet inside the top of compacted fill slopes, they shall be deepened to 1.5 feet below a line beginning at a point 5 feet horizontally inside the fill slopes and projected outward and downward, parallel to the face of the fill slope (see Figure No. IV). 13. Temporary cut slopes may be required during construction of proposed structures, retaining walls and other improvements. Either shoring, bracing, or underpinning may be required to prevent damage to adjacent properties or accidents to workers as a result of construction of the temporary slopes. This office should be contacted for additional recommendations pertaining to such protection, if required. It is the responsibility of the contractor to ensure the recommendations are carried out. 14. Where not superseded by specific recommendations presented in this report, trenches, excavations, and temporary slopes at the subject site shall be constructed in accordance with Title 8, Construction Safety Orders, issued by OSHA. E. Site Drainage Considerations 15. Adequate measures shall be taken to properly finish-grade the site after the structures and other improvements are in place. Drainage waters from this site and adjacent properties are to be CDID Army £ Navy Academy Job No. 92-6190 Carlsbad, California Page 12 directed away from foundations, floor slabs, footings, and slopes, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Roof gutters and downspouts should be installed on all structures, with runoff directed away from the foundations via closed drainage lines. Proper subsurface and surface drainage will help minimize the potential for waters to seek the level of the bearing soils under the foundations, footings, and floor slabs. Failure to observe this recommendation could result in undermining and differential settlement of the structures or other improvements on the site. In addition, appropriate erosion-control measures shall be taken at all time during construction to prevent surface runoff waters from entering footing excavations and ponding on finished building pads or pavement areas. Proper subdrains and free-draining backwall material or geocomposite drains with subdrains shall be installed behind all retaining walls on the subject project after proper waterproofing is installed on the backside of the walls. Ceo technical Exploration, Inc. will assume no liability for damage to structures which is attributable to poor drainage. 16. Planter areas and planter boxes shall be sloped to drain away from the foundations, footings, and floor slabs. Planter boxes shall be constructed with a closed bottom and a subsurface drain, installed in gravel, with the direction of subsurface and surface flow away from the foundations, footings, and floor slabs, to an adequate drainage facility. F. General Recommendations 17. Following placement of any concrete floor slabs, sufficient drying time should be allowed prior to placement of floor coverings. ODID Army £ Navy Academy Job No. 92-6190 Carlsbad, California Page 13 Premature placement of floor coverings could result In degradation of adhesive materials and loosening of the finish-floor materials. 18. In order to minimize any work delays at the subject site during site development, this firm should be contacted 24 hours prior to any need for observation of footing excavations or field density testing of compacted fill soils. If possible, placement of form work and steel reinforcement in footing excavations should not occur prior to observation of the excavations; in the event that our observations reveal the need for deepening or redesigning foundation structures at any locations, any form work or steel reinforcement In the affected footing excavation areas would have to be removed prior to correction of the observed problem (i.e., deepening the footing excavation, recompacting soil in the bottom of the excavation, etc.). VIII. GRADING NOTES Any required grading operations shall be performed in accordance with the General Earthwork Specifications (Appendix B) and the require- ments of the City of Carlsbad Grading Ordinance. 19. Geotechnical Exploration, Inc. recommends that we be asked to verify the actual soil conditions revealed during site grading work and footing excavations to be as anticipated in this "Report of Soil Investigation." In addition, the compaction of any fill soils placed during site grading work must be tested. It is the responsibility of the grading contractor to comply with the requirements on the grading plans and the local grading ordinance. 20. It is the responsibility of the owner and/or developer to ensure that the recommendations summarized In the report are carried out In the field operations and that our recommendations for design of Army £ Navy Academy Job No. 92-6190 Carlsbad, California Page 14 the project are incorporated in the building and grading plans. It is recommended that we review the grading and foundation plans prior to construction operations to verify that our recommendations are incorporated in the plans. 21. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. IX. LIMITATIONS Our conclusions and recommendations have been based upon all available data obtained from our field investigation and laboratory analysis, as well as our experience with the soils and formational materials located in the City of Carlsbad. Of necessity, we must assume a certain degree of continuity between exploratory excavations and/or natural exposures. It is, therefore, necessary that all observations, conclusions and recommendations be verified at the time grading operations begin or when footing excavations are placed. In the event discrepancies are noted, additional recommendations may be issued, if required. The work performed and recommendations presented herein are the result of an investigation and analysis which meet the contemporary standard of care in our profession within the County of San Diego. No warranty is provided. This report should be considered valid for a period of three (3) years, and is subject to review by our firm following that time. If significant modifications are made to the building and/or grading plans, especially 4D ID Army & Navy Academy Carlsbad, California Job No. 92-6190 Page 15 with respect to the height and location of the proposed structure, this report must be presented to us for immediate review and possible revision. The firm of Ceo technical Exploration, Inc. shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to Issuance of this report, or any work done without our observations and testing. Should any questions arise concerning this report, please feel free to contact the Project Coordinator. Reference to our Job No. 92-6190 will help expedite a reply to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. iser/ ProjecT Coordinator Jaime A. Cerros, R.C.E. 34122/0.E. 2007 Senior Geotechnical Engineer JKH/JAC/pj «D10 Proposed Retaining Wall VICINITY MAP !G STRUCTURE : OEMOUSHED) 1MATC LOCATION MORATORY TRENCH ~JG TOPOGRAPHY (FEET) OCEAN S77F NOTE: This Plot Plan is not to be used for legal purposes. Locations and dimensions ore approxi- mate. Actual property dimensions and locations of utilities may be obtained from the Approved Building Plans or the 'As-Builf Grading Plans. D D A PROPOSED BUILDING ADDITIONS ARMY/NAVY ACADEMY Northeast Corner OCEAN STREET and CYPRESS AVENUE CARLSBAD, CA. FIGURE NUMBER I JOB NUMBER 92-6190 EQUIPMENT Case Backhoe SURFACE ELEVATION ±<*6' MSL DIMENSION & TYPE OF EXCAVATION 2' x 10' x 6' Trench GROUNDWATER DEPTH Not Encountered DATE LOGGED 2/21/92 LOGGED BY JKH • u. 3= O.UlO 1 - 2 - 3 - 4 ~ 5 -j _ — 7 -| - 8 ~ 9 - 10" oCD 1/9 Sit § 1i(}j •t-^i"' *Jy] H 1$ .^itf :Sfc £.*}: FIELD DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS (Grain size. Density, Moisture, Color) SILTY FINE TO MEDIUM SAND, with abundant roots. Loose. Damp. Brown . , _FILL SILTY FINE TO MEDIUM SAND. Loose to medium. Dense. Damp. Orange-brown. FILL FINE TO MEDIUM SAND with slight silt, medium to well indurated. Dense. Dry to damp. y Tan-brown. / \ TERRACE / Bottom of hole @ 6' wo =3 SM SM SM »« u a O. u"»t "; ~ H 6.7 7.2 *t»uo. UJ •I t— (X 0-1I XZ UJ— . o 105-7 99-0 ^^it UJx ocIs OL CO 3 11. « £^O « X >- X Z S o 122 ^« c C >- s — n- UJ M 86 81 ~ i.• _»Z O< l^ 0. Z X OUJ U H- U. -s. t/1 »-3t ZO 3_J OCD O O o - Q£ l/l UJ UJ_J zQ. U < « (^ «fe«*«r V WATER TABLE ^ LOOSE BAG SAMPLE Q] IN-PLACE SAMPLE • DRIVE SAMPLE GO SAND CONE/F.D.T. JOB NAME Proposed Building Additions Army/Navy AraHpmy SITE LOCATION Northeast corner of Ocean Street and Cypress Ave., Carlsbad, CA JOB NUMBER 92-6190 FIGURE NUMBER Ha REVIEWED BY LOG No. T-1 ^ EQUIPMENT Case Backhoe SURFACE ELEVATION ,— ±1*7' MSI DIMENSION & TYPE OF EXCAVATION 2' x 10' x 5' Trench GROUNOWATER DEPTH Not Encountered DATE LOGGED 2/21/92 LOGGED BY JKH u. x a.Ulo SYMBOL:*ti J$P$ TW? «2 ~ 0 _ — 4 - R^ji'ltwj 1^1 firjiji fJifj ^"1;!:-I;- 5 - - FIELD DESCRIPTION AND CLASSIFICATION J DESCRIPTION AND REMARKS g (Grain size. Density, Moisture, Color) SILTY FINE TO MEDIUM SAND, with some roots. Loose to medium dense . Damp . Orange-brown . s FILL SILTY FINE TO MEDIUM SAND, poorly indurated. Medium dense. Moist. Orange-brown, -rcoonrp\ LKKnUt FINE TO MEDIUM SAND, with slight 1 silt, well indurated. Dense. ^ Damp. Orange-brown. L TERRACE Bottom of hole @ 51 3 SM SM SM M UJ Ul<j an **si 10.IN-PLACEDENSITY (pcf)101*, 2 OPTIMUMMOISTURE (X)11. ll IE—" t/> 2 z £ £ 122 DENSITY(1 nf M h n 18 > • ~j2= O< trt x Ou <- (-• u•*.tSt-% zo =-J Ca u o o •• OC wiUJ UJ lii/\ ^_. L V WATER TABLE J^ LOOSE BAG SAMPLE Q] IN-PLACE SAMPLE • DRIVE SAMPLE [s] SAND CONE/F.D.T. JOB NAME n ,«.,,.Proposed Building Addition- Army/Navy Academy SITE LOCATION Northeast corner of Ocean Street and Cypress Avenue, Carlsbad, CA JOB NUMBER 92-6190 FIGURE NUMBER lib REVIEWED BY LOG No. T-2 . ^ EQUIPMENT Case Backhoe SURFACE ELEVATION ±^8' MSL DIMENSION & TYPE OF EXCAVATION 2' x 10' x 4' Trench GROUNDWATER DEPTH Not Encountered DATE LOGGED ^ 2/21/92 LOGGED BY JKH FIELD DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS (Grain size. Density, Moisture, Color) o 9=<J < Z UJ t- O UJ rs =3 o. oo x I £ ?£ =S ujz a Z O < VIa. zx OUJ <_> o = CD U *O ae v> *.»?! SILTY FINE TO MEDIUM SAND, with abundant roots. Loose. Damp. ^ Brown. FILL/TOPSQIL SM SILTY FINE TO MEDIUM SAND, SM poorly indurated. Medium dense. • Moist. Orange-brown. TERRACED FINE TO MEDIUM SAND, with slight ISM silt, well indurated. Dense. Damp. Orange-brown. TERRACE Bottom of hole @ 4' V WATER TABLE ^ LOOSE BAG SAMPLE Q] IN-PLACE SAMPLE • DRIVE SAMPLE [U SAND CONE/F.D.T.t. JOB NAME pr0p0sed Building Addition-Army/Navy Academy SITE LOCATION Northeast corner of Ocean Street and Cypress Avenue, Carlsbad, CA 008 NUMBER 92-6190 FIGURE NUMBER lie REVIEWED BY LOG No. T-3 ^ 140 LABORATORY SOIL DATA SUMMARY 130 120 110 100 90 80 fr-u i *i* V \\\ \y ' \\o\A \ \ A / \ \ \ \ \ V\\ L^ Jv\; \f \ \ \ V\ MAXIMUM DRY DENSITY (pcf) OPTIMUM MOISTURE CONTENT (X) 1 \ \ \. v s\ KV \ \ K V\\ 1 122 11.0 \o\\ ' 2 K\s\ \ , K \\\\s ASSIGNED SHEAR DATA APPARENT COHESION (psf) APPARENT FRICTION ANGLE 1 50 32° 2 3 Gravel 100 -^ PERCENT FINER3 \ s S \ V 0— t \k »V.•1J— --—. Sand Coarse To Medium o U.S. £ £ t 1i1 1 Fin* standard i o o 2 S o o ox xx 1 L 1 ^1 »- 1 1 1I1111 1 1 - 1 I \ \ N !" ' Fines Silt ieve sizes Clay 12 * "i s ?5 s s. § i^ • • • • o • *o o o o o o GRAIN DIAMETER, HH !.70>. 2.60^\. 2,50^^ SPECIFIC GRAVITY vKr— S>*. TaSr"ERO AIR VOIDS CURVES 10 20 30 LABORATORY COMPACTION TEST 40 SOIL TYPE 1 2 3 SOIL CLASSIFICATION SILTY FINE TO MEDIUM SAND. Oranqe-brown. BORING No. TRENCH No. T-1 DEPTH 2' SWELL TEST DATA INITIAL DRY DENSITY (pcf) INITIAL HATER CONTENT (Z) LOAD (psf) UBC EXPANSION INDEX 1 - - 20 2 3 FIGURE NUMBER JOB NUMBER 92-6190 FOUNDATION REQUIREMENTS NEAR SLOPES PROPOSED STRUCTURE CONCRETE FLOOR SLAB REINFORCEMENT OF FOUNDATIONS AND ROOK SLABS FOLLOWING THE RECOMMENDATIONS OF THE ARCHITECT OR STRUCTURAL ENGINEER CONCRETE FOUNDATION 18* MINIMUM OR AS DEEP AS REQUIRED FOR LATERAL STABILITY TOP OF COMPACTED FILL SLOPE (Any loose soils on the slope surface shall not be considered to provide literal or vertical strength for the footing or for slope stability. Needed depth of Intedaent shall be Measured froa competent soil.) CONTACTED Fia SLOPE WITH MAXIMUM INCLINATION AS PER SOILS REPORT. TOTAL DEPTH OF FOOTIN6 MEASURED FROM FINISH SOIL SUB-GRADE OUTER MOST FACE N? OF FOOTING TYPICAL SECTION (SHOWING PROPOSED FOUNDATION LOCATED WTHIN 5 FEET OF TOP OF SLOPE) 18* FOOTING/ 5'SETBACK TOTAL DEPTH OF FOOTING 1.5:1.0 SLOPE 2.0:1.0 SLOPE DISTANCE FROMTOP OF SLOPES 0 1' 21 31 4' 5'x^ 58" 51" 42" 34" »" 18" 48" 42" 36" 30" 24" »• j applicable FIGURE NUMBER IV JOB NUMBER 92-6190 APPENDIX A CD I APPENDIX A UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED Mort than half of material Is larger than a No. 200 sieve GRAVELS, CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve size, but smaller than 3" tures, little or no fines. GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GRAVELS WITH FINES GM Silty gravels, poorly graded gravel-sand-silt (appreciable amount) mixtures. GC Clay gravels, poorly graded gravel-sand-silt mixtures. SANDS. CLEAN SANDS SW We 11-graded sand, gravelly sands, little or no More than half of coarse fraction is smaller than a no fines. No 4 sieve SP Poorly graded sands, gravelly sands, little or no fines. SANDS WITH FINES SM Siity sands, poorly graded sand and silty (appreciable amount) mixtures. SC Clayey sands, poorly graded sand and clay mixtures. FINE-GRAINED Mont than half of material Is smaller than a No. 200 sieve SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour. sandy silt and ctayey-silt sand mixtures with a slight plasticity. Liquid Limit Less Than SO CL Inorganic clays of low to medium plasticity. gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit Greater Than 50 CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. APPENDIX B APPENDIX B GENERAL EARTHWORK SPECIFICATIONS General The objective of these specifications Is to properly establish procedures for the clearing and preparation of the existing natural ground or properly compacted fill to receive new fill; for the selection of the fill material; and for the fill compaction and testing methods to be used. Scope of Work The earthwork includes all the activities and resources provided by the contractor to construct in a good workmanlike manner all the grades of the filled areas shown In the plans. The major items of work covered In this section include all clearing and grubbing, removing and disposing of materials, preparing areas to be filled, compacting of fill, compacting of backfills, subdrain installations, and all other work necessary to complete the grading of the filled areas. Site Visit and Site Investigation 1* The contractor shall visit the site and carefully study it, and make all Inspections necessary in order to determine the full extent of the work required to complete all grading In conformance with the drawings and specifications. The contractor shall satisfy himself as to the nature, location, and extent of the work conditions, the conformation and condition of the existing ground surface; and the type of equipment, labor, and facilities needed prior to and during prosecution of the work. The contractor shall satisfy himself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered. Any Inaccuracies or discrepancies between the actual field conditions and the drawings, or between the drawings and specifications, must be brought to the engineer's attention In order to clarify the exact nature of the work to be performed* 2. A soils Investigation report has been prepared for this project by GEI. It Is available for review and should be used as a reference to the surface and subsurface soil and bedrock conditions on this project. Any recommendations made in the report of the soil Investigation or subsequent reports shall become an addendum to these specifications. B2 Authority of the Soils Engineer and Engineering Geologist The soils engineer shall be the owner's representative to observe and test the construction of fills. Excavation and the placing of fill shall be under the observation of the soils engineer and his/her representative, and he/she shall give a written opinion regarding conformance with the specifications upon completion of grading. The soils engineer shall have the authority to cause the removal and replacement of porous topsoils, uncompacted or improperly compacted fills, disturbed bedrock materials, and soft alluvium, and shall have the authority to approve or reject materials proposed for use in the compacted fill areas. The soils engineer shall have, in conjunction with the engineering geologist, the authority to approve the preparation of natural ground and toe-of-flll benches to receive fill material. The engineering geologist shall have the authority to evaluate the stability of the existing or proposed slopes, and to evaluate the necessity of remedial measures. If any unstable condition Is being created by cutting or filling, the engineering geologist and/or soils engineer shall advise the contractor and owner immediately, and prohibit grading in the affected area until such time as corrective measures are taken. The owner shall decide all questions regarding: (1) the Interpretation of the drawings and specifications, (2) the acceptable fulfillment of the contract on the part of the contractor, and (3) the matter of compensation. Clearing and Grubbing 1. Clearing and grubbing shall consist of the removal from all areas to be graded of all surface trash, abandoned improvements, paving, culverts, pipe, and vegetation (Including — but not limited to — heavy weed growth, trees, stumps, logs and roots larger than 1-inch In diameter). 2. All organic and Inorganic materials resulting from the clearing and grubbing operations shall be collected, piled, and disposed of by the contractor to give the cleared areas a neat and finished appearance* Burning of combustible materials on-site shall not be permitted unless allowed by local regulations, and at such times and In such a manner to prevent the fire from spreading to areas adjoining the property or cleared area. 3. It is understood that minor amounts of organic materials may remain In the fill soils due to the near Impossibility of complete removal* The amount remaining, however, must be considered negligible, and in no case can be allowed to occur In concentrations or total quantities sufficient to contribute to settlement upon decomposition. B3 Preparation of Areas to be Filled 1. After clearing and grubbing, all uncompacted or Improperly compacted fills, soft or loose soils, or unsuitable materials, shall be removed to expose competent natural ground, undisturbed bedrock, or properly compacted fill as indicated in the soils Investigation report or by our field representative. Where the unsuitable materials are exposed in final graded areas, they shall be removed and replaced as compacted fill. 2. The ground surface exposed after removal of unsuitable soils shall be scarified to a depth of at least 6 Inches, brought to the specified moisture content, and then the scarified ground compacted to at least the specified density. Where undisturbed bedrock is exposed at the surface, scarification and recompaction shall not be required. 3. AH areas to receive compacted fill. Including all removal areas and toe-of-fill benches, shall be observed and approved by the soils engineer and/or engineering geologist prior to placing compacted fill. 4. Where fills are made on hillsides or exposed slope areas with gradients greater than 20 percent, horizontal benches shall be cut Into firm, undisturbed, natural ground in order to provide both lateral and vertical stability. This Is to provide a horizontal base so that each layer Is placed and compacted on a horizontal plane. The Initial bench at the toe of the fill shall be at least 10 feet in width on firm, undisturbed, natural ground at the elevation of the toe stake placed at the bottom of the design slope. The engineer shall determine the width and frequency of all succeeding benches, which will vary with the soil conditions and the steepness of the slope. Ground slopes flatter than 20 percent (5.0:1.0) shall be benched when considered necessary by the soils engineer. Fill and Backfill Material Unless otherwise specified, the on-site material obtained from the project excavations may be used as fill or backfill, provided that all organic material, rubbish, debris, and other objectionable material contained therein is first removed. In the event that expansive materials are encountered during foundation excavations within 3 feet of finished grade and they have not been properly processed, they shall be entirely removed or thoroughly mixed with good, granular material before incorporating them fn fills. No footing shall be allowed to bear on soils which. In the opinion of the soils engineer, are detrimentally expansive — unless designed for this clayey condition. However, rocks, boulders, broken Portland cement concrete, and bituminous-type pavement obtained from the project excavations may be permitted In the backfill or fill with the following limitations: 1. The maximum dimension of any piece used In the top 10 feet shall be no larger than 6 inches. 2 Clods or hard lumps of earth of 6 inches in greatest dimension shall be broken up before compacting the material in fill. 3. If the fill material originating from the project excavation contains large rocks, boulders, or hard lumps that cannot be broken readily, pieces ranging from 6 Inches In diameter to 2 feet in maximum dimension may be used In fills below final subgrade if all pieces are placed in such a manner (such as windrows) as to eliminate nesting or voids between them. No rocks over 4 feet will be allowed in the fill. 4. Pieces larger than 6 inches shall not be placed within 12 Inches of any structure. 5* Pieces larger than 3 inches shall not be placed within 12 Inches of the subgrade for paving. 6. Rockfitls containing less than 40 percent of soil passing 3/4-inch sieve may be permitted In designated areas. Specific recommendations shall be made by the soils engineer and be subject to approval by the city engineer. . Continuous observation by the soils engineer is required during rock placement. . Special and/or additional recommendations may be provided in writing by the soils engineer to modify, clarify, or amplify these specifications. . During grading operations, soil types other than those analyzed In the soil Investigation report may be encountered by the contractor. The soils engineer shall be consulted to evaluate the suitability of these soils as fill materials. Placing and Compacting Fill Material 1. After preparing the areas to be filled, the approved fill material shall be placed in approximately horizontal layers, with lift thickness compatible to the material being placed and the type of equipment being used. Unless otherwise approved by the soils engineer, each layer spread for compaction shall not exceed 8 Inches of loose thickness. Adequate drainage of the fill shall be provided at all times during the construction period. B5 2. When the moisture content of the fill material is below that specified by the engineer, water shall be added to it until the moisture content Is as specified. 3. When the moisture content of the fill material Is above that specified by the engineer, resulting In inadequate compaction or unstable fill, the fill material shall be aerated by bidding and scarifying or other satisfactory methods until the moisture content is as specified. 4. After each layer has been placed, mixed, and spread evenly. It shall be thoroughly compacted to not less than the density set forth in the specifications. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved types of acceptable compaction equipment* Equipment shall be of such design that it will be able to compact the fill to the specified relative compaction. Compaction shall cover the entire fill area, and the equipment shall make sufficient trips to ensure that the desired density has been obtained throughout the entire fill. At locations where It would be Impractical due to inaccessibility of rolling compacting equipment, fill layers shall be compacted to the specified requirements by hand-directed compaction equipment. 5. When soil types or combination of soil types are encountered which tend to develop densely packed surfaces as a result of spreading or compacting operations, the surface of each layer of fill shall be sufficiently roughened after compaction to ensure bond to the succeeding layer. 6. Unless otherwise specified, fill slopes shall not be steeper than 2.0 horizontal to 1.0 vertical. In general, fill slopes shall be finished In conformance with the lines and grades shown on the plans. The surface of fill slopes shall be overfilled to a distance from finished slopes such that It will allow compaction equipment to operate freely within the zone of the finished slope, and then cut back to the finished grade to expose the compacted core* Alternate compaction procedures include the backrolling of slopes with sheepsfoot rollers in increments of 3 to 5 feet In elevation gain. Alternate methods may be used by the contractor, but they shall be evaluated for approval by the soils engineer. 7. Unless otherwise specified, all allowed expansive fill material shall be compacted to a moisture content of approximately 2 to 4 percent above the optimum moisture content. Nonexpanslve fill shall be compacted at near-optimum moisture content. All fill shall be compacted, unless otherwise specified, to a relative compaction not less than 95 percent for fill In the upper 12 inches of subgrades under areas to be paved with asphalt concrete or Portland concrete, and not less than 90 percent for other fill. The relative compaction is the ratio of the dry unit weight of the compacted fill to the laboratory maximum dry unit weight of a sample of the same soil, obtained in accordance with A.S.T.M. 0- 1557 test method. 8. The observation and periodic testing by the soils engineer are intended to provide the contractor with an ongoing measure of the quality of the fill compaction operation* It is the responsibility of the grading contractor to utilize this information to establish the degrees of compactive effort required on the project. More importantly, it is the responsibility of the grading contractor to ensure that proper comp active effort is applied at all times during the grading operation. Including during the absence of soils engineering representatives. Trench Backfill 1. Trench excavations which extend under graded lots, paved areas, areas under the influence of structural loading, in slopes or close to slope areas, shall be backfilled under the observations and testing of the soils engineer* AH trenches not falling within the aforementioned locations shall be backfilled in accordance with the City or County regulating agency specifications. 2. Unless otherwise specified, the minimum degree of compaction shall be 90 percent of the laboratory maximum dry density. 3. Any soft, spongy, unstable, or other similar material encountered In the trench excavation upon which the bedding material or pipe is to be placed, shall be removed to a depth recommended by the soils engineer and replaced with bedding materials suitably denslfled. Bedding material shall first be placed so that the pipe Is supported for the full length of the barrel with full bearing on the bottom segment* After the needed testing of the pipe Is accomplished, the bedding shall be completed to at least 1 foot on top of the pipe. The bedding shall be property densified before backfill is placed. Bedding shall consist of granular material with a sand equivalent not less than 30, or other material approved by the engineer. 4. No rocks greater than 6 inches in diameter will be allowed In the backfill placed between 1 foot above the pipe and 1 foot below finished subgrade. Rocks greater than 2*5 inches in any dimension will not be allowed in the backfill placed within 1 foot of pavement subgrade. B7 5. Material for mechanically compacted backfill shall be placed in lifts of horizontal layers and properly moistened prior to compaction. In addition, the layers shall have a thickness compatible with the material being placed and the type of equipment being used. Each layer shall be evenly spread, moistened or dried, and then tamped or rolled until the specified relative compaction has been attained. 6. Backfill shall be mechanically compacted by means of tamping rollers, sheepsfoot rollers, pneumatic tire rollers, vibratory rollers, or other mechanical tampers. Impact-type pavement breakers (stempers) will not be permitted over clay, asbestos cement, plastic, cast iron, or nonreinforced concrete pipe. Permission to use specific compaction equipment shall not be construed as guaranteeing or implying that the use of such equipment will not result In damage to adjacent ground, existing improvements, or improvements installed under the contract. The contractor shall make his/her own determination in this regard. 7. Jetting shall not be permitted as a compaction method unless the soils engineer allows it in writing. 8. Clean granular material shall not be used as backfill or bedding In trenches located in slope areas or within a distance of 10 feet of the top of slopes unless provisions are made for a drainage system to mitigate the potential buildup of seepage forces into the slope mass. Observations and Testing 1. The soils engineers or their representatives shall sufficiently observe and test the grading operations so that they can state their opinion as to whether or not the fill was constructed in accordance with the specifications. 2* The soils engineers or their representatives shall take sufficient density tests during the placement of compacted fill. The contractor should assist the soils engineer and/or his/her representative by digging test pits for removal determinations and/or for testing compacted fill. In addition, the contractor should cooperate with the soils engineer by removing or shutting down equipment from the area being tested. 3. Fill shall be tested for compliance with the recommended relative compaction and moisture conditions. Field density testing should be performed by using approved methods by A.S.T.M., such as A.S.T.M. 01556, 02922, and/or D2937. Tests to evaluate density of compacted fill should be provided on the basis of not less than one test for each 2-foot vertical lift of the fill, but not less than one test for each 1,000 cubic yards of fill placed. Actual test 88 intervals may vary as field conditions dictate. In fill slopes, approximately half of the tests shall be made at the fill slope, except that not more than one test needs to be made for each 50 horizontal feet of slope In each 2-foot vertical lift. Actual test intervals may vary as field conditions dictate. 4. Fill found not to be In conformance with the grading recommendations should be removed or otherwise handled as recommended by the soils engineer. Site Protection It shall be the grading contractor's obligation to take all measures deemed necessary during grading to maintain adequate safety measures and working conditions, and to provide erosion-control devices for the protection of excavated areas, slope areas, finished work on the site and adjoining properties, from storm damage and flood hazard originating on the project. It shall be the contractor's responsibility to maintain slopes in their as-graded form until all slopes are in satisfactory compliance with the Job specifications, all berms and benches have been properly constructed, and all associated drainage devices have been Installed and meet the requirements of the specifications. All observations, testing services, and approvals given by the soils engineer and/or geologist shall not relieve the contractor of his/her responsibilities of performing the work In accordance with these specifications* After grading is completed and the soils engineer has finished his/her observations and/or testing of the work, no further excavation or filling shall be done except under his/her observations. Adverse Weather Conditions 1. Precautions shall be taken by the contractor during the performance of site clearing, excavations, and grading to protect the worksite from flooding, ponding, or Inundation by poor or improper surface drainage. Temporary provisions shall be made during the rainy season to adequately direct surface drainage away from and off the worksite. Where low areas cannot be avoided, pumps should be kept on hand to continually remove water during periods of rainfall. 2. During periods of rainfall, plastic sheeting shall be kept reasonably accessible to prevent unprotected slopes from becoming saturated* Where necessary during periods of rainfall, the contractor shall Install check dams, desiltlng basins, rip-rap, sandbags, or other devices or methods necessary to control erosion and provide safe conditions. B9 3* During periods of rainfall, the soils engineer should be kept Informed by the contractor as to the nature of remedial or preventative work being performed (e.g. pumping, placement of sandbags or plastic sheeting, other labor, dozing, etc.). 4. Following periods of rainfall, the contractor shall contact the soils engineer and arrange a walk-over of the site In order to visually assess rain-related damage. The soils engineer may also recommend excavations and testing In order to aid In his/her assessments. At the request of the soils engineer, the contractor shall make excavations in order to evaluate the extent of rain- related damage. 5. Rain-related damage shall be considered to Include, but may not be limited to, erosion, silting, saturation, swelling, structural distress, and other adverse conditions identified by the soils engineer. Soil adversely affected shall be classified as Unsuitable Materials, and shall be subject to overexcavatlon and replacement with compacted fill or other remedial grading, as recommended by the soils engineer. 6. Relatively level areas, where saturated soils and/or erosion gullies exist to depths of greater than 1.0 foot, shall be overexcavated to unaffected, competent material. Where less than 1.0 foot In depth, unsuitable materials may be processed in place to achieve near-optimum moisture conditions, then thoroughly recompacted in accordance with the applicable specifications. If the desired results are not achieved, the affected materials shall be over- excavated, then replaced In accordance with the applicable specifications. 7. In slope areas, where saturated soils and/or erosion gullies exist to depths of greater than 1.0 foot, they shall be overexcavated and replaced as compacted fill In accordance with the applicable specifications. Where affected materials exist to depths of 1.0 foot or less below proposed finished grade, remedial grading by moisture-conditioning In place, followed by thorough recompactlon in accordance with the applicable grading guidelines herein presented may be attempted. If materials shall be overexcavated and replaced as compacted fill. It shall be done In accordance with the slope-repair recommendations herein. As field conditions dictate, other slope-repair procedures may be recommended by the soils engineer. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: December 12, 2000 Project: Paloma Elementary School Building: Typical Classroom Building WATER SUPPLY DATA 0.10 / 1500 SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) AVAIL. PRESS. (PSI) TOTAL \ REQ'D DEMAND \PR£SS. (GPM) (PSI) SOR 90 na 995 84.44 553.60 62.19 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 553.60 gpm 100.00 gpm 0.00 gpm 453.60 gpm NODE ANALYSIS DATA NODE ELEVATION NODE TAG (FT) TYPE(K=) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 23.00 27.00 24.00 24.00 23.00 27.00 23.00 24.00 24.00 24.00 23.00 27.00 27.00 23.00 24.00 24.00 24.00 24.00 27.00 24.00 24.00 27.00 23.00 24.00 5.65 5.65 - - 5.65 5.65 5.65 - - - 5.65 5.65 5.65 5.65 - - - - 5.65 - - 5.65 5.65 - PRESS. DISCHARGE (PSI) (GPM) 8.84 8.84 11.78 12.36 8.84 8.84 8.84 10.63 13.54 18.72 8.84 8.84 8.84 8.84 20.77 22.47 24.68 27.60 8.84 31.87 33.48 8.84 8.84 35.34 16.80 16.80 - - 16.80 16.80 16.80 - - - 16.80 16.80 16.80 16.80 - - - - 16.80 - - 16.80 16.80 - Page 1 of 3 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 24.00 23.00 27.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 27.00 23.00 27.00 23.00 24.00 24.00 24.00 24.00 27.00 23.00 27.00 23.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 23,00 23.00 27.00 - 5.65 5.65 - - - - - - - 5.65 5.65 5.65 5.65 - - - - 5.65 5.65 5.65 5.65 - - - - - - - - - - - - - - - - - - - - - - - - 5.65 5.65 5.65 37.48 8.84 8.84 10.70 11.62 12.84 14.84 15.76 17.06 18.77 8.84 8.84 8.84 8.84 21.77 22.98 24.31 25.88 8.84 8.84 8.84 8.84 27.77 11.14 9.14 8.81 10.63 8.78 10.70 9.24 10.54 10.65 9.10 51.80 8.87 10.58 8.98 9.36 10.71 10.53 8.97 10.56 53.76 55.06 55.96 15.64 8.84 8.84 8.84 - 16.80 16.80 - - - - - - - 16.80 16.80 16.80 16.80 - - - - 16.80 16.80 16.80 16.80 - - - - - - - - - - - - - - - - - - - - . - - - 16.80 16.80 16.80 Page 2 of 3 74 75 76 TOR BOR UG1 UG2 UG3 UG4 UG5 SOR 23.00 10.00 10.00 10.00 (3.00) (3.00) (3.00) (3.00) (3.00) 3.00 (3.00) 5.65 8.84 57.38 58.20 59.63 61.05 61.73 61.76 61.76 61.90 61.96 62.19 16.80 Page 3 of 3 PIPE TAG END NODES Pipe: 1 1 49 Pipe: 2 49 3 Pipe: 3 2 48 Pipe: 4 48 3 Pipe: 5 3 4 Pipe: 6 5 50 Pipe: 7 50 4 Pipe: 8 4 9 Pipe: 9 6 9 Pipe: 10 9 70 Pipe: 11 7 70 Pipe: 12 70 10 ELEV. NOZ. (FT) (K) 23.0 5.65 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 Q (GPM) PT DISC. VEL (FPS) (PSI) (GPM) 8.84 16.8 9.14 9.14 10.23 8.84 16.8 11.14 11.14 11.78 11.78 12.36 8.84 16.8 8.81 8.81 9.91 12.36 13.54 8.84 16.8 11.14 13.54 15.64 8.84 16.8 8.80 15.64 18.72 16.80 6.87 16.80 6.87 16.80 6.87 16.80 6.87 33.60 6.10 16.80 6.87 16.80 6.87 50.40 9.15 16.80 6.87 67.20 12.21 16.80 6.87 84.00 15.26 DIA (IN) HW(C) F.L./FT 1 120 0.119 1 120 0.119 1 120 0.119 1 120 0.119 1.5 120 0.060 1 120 0.119 1 120 0.119 1.5 120 0.126 1 120 0.119 1.5 120 0.215 1 120 0.119 1.5 120 0.324 LENGTH (FT) PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 4.17 E 6.17 7.17 E 9.17 6.42 E 8.42 3.33 E 5.33 1.75 T 9.75 1.42 E 3.42 7.17 E 9.17 1.42 T 9.42 6.42 E 8.42 1.75 T 9.75 1.25 E 3.25 1.50 T 9.50 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSI) 0.73 (0.43) 0.32 1.09 - 0.32 1.00 1.30 0.32 0.63 - 0.32 0.58 - 0.25 0.41 (0.43) 0,32 1.09 - 0.32 1.19 - 0.56 1.00 1.30 0.32 2.09 - 1.00 0.39 (0.43) 0.32 3.08 - 1.57 Page 1 of 7 PIPE TAG END NODES Pipe: 13 8 51 Pipe: 14 51 10 Pipe: 15 10 15 Pipe: 16 13 15 Pipe: 17 15 16 Pipe: 18 14 52 Pipe: 19 52 16 Pipe: 20 16 17 Pipe: 21 12 53 Pipe: 22 53 17 Pipe: 23 17 18 Pipe: 24 11 54 ELEV. NOZ. (FT) (K) 27.0 5.65 24.0 24.0 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 24.0 24.0 23.0 5.65 24.0 PT (PSI) 8.84 10.63 10.63 11.23 18.72 20.77 8.84 10.73 20.77 22.47 8.84 8.78 8.78 9.40 22.47 24.68 8.84 10.70 10.70 11.70 24.68 27.60 8.84 9.24 Q (GPM) DISC. VEL (FPS) (GPM) 16.80 16.8 6.87 - 16.80 6.87 - 100.80 10.30 - 16.80 16.8 6.87 - 117.60 12.02 - 16.80 16.8 6.87 - 16.80 6.87 - 134.40 13.73 - 16.80 16.8 6.87 - 16.80 6.87 - 151.20 15.45 - 16.80 16.8 6.87 - DIA(IN) LENGTH HW (C) (FT) F.L./FT 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.112 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.149 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.191 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.237 TL 1 PL 120 FTG 0.119 TL 2.08 E 4.08 3.08 E 5.08 8.33 T 18.33 2.92 E 4.92 1.42 T 11.42 1.08 E 3.08 3.25 E 5.25 1.58 T 11.58 2.67 E 4.67 6.42 E 8.42 2.33 T 12.33 5.00 E 7.00 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSI) 0.49 1.30 0.32 0.60 - 0.32 2.05 - 0.71 0.58 1.30 0.32 1.70 - 0.97 0.37 (0.43) 0.32 0.62 - 0.32 2.21 - 1.27 0.56 1.30 0.32 1.00 - 0.32 2.92 - 1.60 0.83 (0.43) 0.32 Page 2 of 7 PIPE TAG END NODES Pipe: 54 18 Pipe: 18 20 Pipe: 71 20 Pipe: 20 21 Pipe: 19 55 Pipe: 55 21 Pipe: 21 24 Pipe: 22 56 Pipe: 56 24 Pipe: 24 25 Pipe: 23 57 Pipe: 57 25 25 26 27 28 29 30 31 32 33 34 35 36 ELEV. NOZ. (FT) (K) 24.0 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 PT (PSl) 9.24 10.33 27.60 31.87 8.84 8.80 31.87 33.48 8.84 10.54 10.54 11.12 33.48 35.34 8.84 10.65 10.65 11.65 35.34 37.48 8.84 9.10 9.10 10.19 Q (GPM) DISC. VEL (FPS) (GPM) 16.80 6.87 - 168.00 17.16 DIA (IN) HW(C) F.L./FT 0, 1 120 .119 2 120 0.288 16.80 16.8 6.87 - 184.80 12.08 - 16.80 16.8 6.87 - 16.80 6.87 - 201.60 13.18 0. 0. 0. 0. 1 120 119 2.5 120 116 1 120 119 1 120 119 2.5 120 0.136 16.80 16.8 6.87 - 16.80 6.87 - 218.40 14.28 - 16.80 16.8 6.87 - 16.80 6.87 - 0. 0. 0. 0. 0. 1 120 119 1 120 119 2.5 120 158 1 120 119 1 120 119 LENGTH (FT) PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 7 9 4 14 1. 3. 1. .17 E .17 .83 T .83 ,25 E .25 .83 T 13.83 1. 3, 2, 4, 1. .33 E .33 92 E .92 ,67 T 13.67 2 4. 6, 8. 1. .25 E ,25 .42 E 42 .58 T 13.58 3. 5. 7 9, 83 E .83 .17 E .17 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSl) 1.09 - 0.32 4.27 - 1.98 0.39 (0.43) 0.32 1.60 - 0.98 0.40 1.30 0.32 0.58 - 0.32 1.86 - 1.17 0.51 1.30 0.32 1.00 - 0.32 2.14 - 1.37 0.69 (0.43) 0.32 1.09 - 0.32 Page 3 of 7 PIPE TAG END NODES Pipe: 37 25 58 Pipe: 38 58 67 Pipe: 39 26 59 Pipe: 40 59 28 Pipe: 41 27 28 Pipe: 42 28 29 Pipe: 43 35 60 Pipe: 44 60 29 Pipe: 45 29 30 Pipe: 46 36 61 Pipe: 47 61 30 Pipe: 48 30 31 ELEV. NOZ. (FT) (K) 24.0 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 27.0 5.65 24.0 24.0 24.0 24.0 24.0 23.0 5.65 24.0 24.0 24.0 24.0 24.0 PT (PSI) 37.48 51.80 51.80 53.76 8.84 8.87 8.87 9.35 8.84 10.70 10.70 11.28 8.84 10.58 10.58 11.62 11.62 12.84 8.84 8.98 8.98 10.39 12.84 14.84 Q (GPM) DISC. VEL (FPS) (GPM) 235.20 10.68 - 235.20 10.68 - 16.80 16.8 6-87 - 16.80 6.87 - 16.80 16.8 6.87 - 33.60 6.10 - 16.80 16.8 6.87 - 16.80 6.87 - 50.40 9.15 - 16.80 16.8 6.87 - 16.80 6.87 - 67.20 12.21 - DIA (IN) HW(C) F.L./FT 3 PL 120 FTG 0.075 TL 3 PL 120 FTG 0.075 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 1.5 PL 120 FTG 0.060 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 1.5 PL 120 FTG 0.126 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 1.5 PL 120 FTG 0.215 TL LENGTH (FT) 177.17 T 192.17 19.33 E 26.33 1.92 E 3.92 2.00 E 4.00 2.67 E 4.67 1,75 T 9.75 1.67 E 3.67 6.75 E 8.75 1.67 T 9.67 2.83 E 4.83 9.83 E 11.83 1.33 T 9.33 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSI) 14.32 - 0.77 1.96 - 0.77 0.47 (0.43) 0.32 0.48 - 0.32 0.56 1.30 0.32 0.58 - 0.25 0.44 1.30 0.32 1.04 - 0.32 1.22 - 0.56 0.58 (0.43) 0.32 1.41 - 0.32 2.00 - 1.00 Page 4 of 7 PIPE TAG END NODES Pipe: 49 38 62 Pipe: 50 62 31 Pipe: 51 31 32 Pipe: 52 72 32 Pipe: 53 32 33 Pipe: 54 37 63 Pipe: 55 63 33 Pipe: 56 33 34 Pipe: 57 73 64 Pipe: 58 64 34 Pipe: 59 34 39 Pipe: 60 74 39 Pipe: 61 39 40 ELEV. (FT) 23.0 24.0 24.0 24.0 24.0 24.0 23.0 24.0 24.0 24.0 27.0 24.0 24.0 24.0 24.0 24.0 27.0 24.0 24.0 24.0 24.0 24.0 23.0 24.0 24.0 24.0 NO2. PT (K) (PSI) 5.65 8.84 9.36 9.36 10.52 14.84 15.76 5.65 8.84 8.87 15.76 17.06 5.65 8.84 10.71 10.71 11.87 17.06 18.77 5.65 8.84 10.53 10.53 11.08 18.77 21.77 5.65 8.84 8.84 21.77 22.98 Q (GPM) DISC. VEL (FPS) (GPM) 16.80 16.8 6.87 - 16.80 6.87 - 84.00 8.58 - 16.80 16.8 6.87 - 100.80 10.30 - 16.80 16.8 6.87 - 16.80 6.87 - 117.60 12.02 - 16.80 16.8 6.87 - 16.80 6.87 - 134.40 13.73 - 16.80 16.8 6.87 - 151.20 9.89 - DIA (IN) LENGTH HW (C) (FT) F.L./FT 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.080 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.112 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.149 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2 PL 120 FTG 0.191 TL 1 PL 120 FTG 0.119 TL 2.5 PL 120 FTG 0.080 TL 6.00 E 8.00 7.75 E 9.75 1.50 T 11.50 1.92 E 3.92 1.58 T 11.58 2.75 E 4.75 7.75 E 9.75 1.50 T 11.50 1.25 E 3.25 2.67 E 4.67 5.75 T 15.75 1.67 E 3.67 3.17 T 15.17 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSI) 0.95 (0.43) 0.32 1.16 - 0.32 0.92 - 0.50 0.47 (0.43) 0.32 1.30 - 0.71 0.57 1.30 0.32 1.16 - 0.32 1.71 - 0.97 0.39 1.30 0.32 0.56 - 0.32 3.00 - 1.27 0.44 (0.43) 0.32 1.21 - 0.66 Page 5 of 7 PIPE TAG END NODES Pipe: 62 44 65 Pipe: 63 65 40 Pipe: 64 40 41 Pipe: 65 43 66 Pipe: 66 66 41 Pipe: 67 41 42 Pipe: 68 45 42 Pipe: 69 42 47 Pipe: 70 46 47 Pipe: 71 47 67 Pipe: 72 67 68 Pipe: 73 68 69 Pipe: 74 69 75 ELEV. (FT) 23.0 24.0 24.0 24.0 24.0 24.0 27.0 24.0 24.0 24.0 24.0 24.0 27.0 24.0 24.0 24.0 23.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 10.0 NO2. PT (K) (PSI) 5.65 8.84 8.97 8.97 10.35 22.98 24.31 5.65 8.84 10.56 10.56 11.63 24.31 25.88 5.65 8.84 10.69 25.88 27.77 5.65 8.84 8.85 27.77 40.43 53.76 55.06 55.06 55.96 55.96 57.38 Q (GPM) DISC. VEL (FPS) (GPM) 16.80 16.8 6.87 - 16.80 6.87 - 168.00 10.99 - 16.80 16.8 6.87 - 16.80 6.87 - 184.80 12.08 - 16.80 16.8 6.87 - 201.60 13.18 - 16.80 16.8 6.87 - 218.40 9.92 - 453.60 11.59 - 453.60 11.59 - 453.60 11.59 - DIA (IN) HW(C) F.L./FT 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2.5 PL 120 FTG 0.097 TL 1 PL 120 FTG 0.119 TL 1 PL 120 FTG 0.119 TL 2.5 PL 120 FTG 0.116 TL 1 PL 120 FTG 0.119 TL 2.5 PL 120 FTG 0.136 TL 1 PL 120 FTG 0.119 TL 3 PL 120 FTG 0.065 TL 4 PL 120 FTG 0.062 TL 4 PL 120 FTG 0.062 TL 4 PL 120 FTG 0.062 TL LENGTH (FT) 2.75 PF E PE 4.75 PV 9.58 PF E PE 11.58 PV 1 .67 PF T PE 13.67 PV 1.50 PF E PE 3.50 PV 7.00 PF E PE 9.00 PV 1.58 PF T PE 13.58 PV 2.58 PF E PE 4.58 PV 1.83 PF T PE 13.83 PV 1.75 PF E PE 3.75 PV 179.83 PF T PE 194.83 PV 1.00 PF T PE 21 ,00 PV 4.42 PF E PE 14.42 PV 13.00 PF E PE 23.00 PV PRESS. SUM. (PS!) 0.57 (0.43) 0.32 1.38 0.32 1.33 _ 0.81 0.42 1.30 0.32 1.07 . 0.32 1.57 _ 0.98 0.55 1.30 0.32 1.88 _ 1.17 0.45 (0.43) 0.32 12.66 _ 0.66 1.30 _ 0.90 0.89 _ 0.90 1.42 6.06 0.90 Page 6 of 7 PIPE TAG END NODES Pipe: 75 75 76 Pipe: 76 76 TOR Pipe: 77 TOR BOR Pipe: 78 BOR UG1 Pipe: 79 UG1 UG2 Pipe: 80 UG2 UG3 Pipe: 81 UG3 UG4 ELEV. NOZ. (FT) (K) 10.0 10.0 10.0 10.0 10.0 (3.0) (3.0) (3.0) (3.0) (3-0) (3.0) (3.0) (3-0) (3.0) PT (PSI) 57.38 58.20 58.20 59.63 59.63 61.05 61.05 61.73 61.73 61.76 61.76 61.90 61.76 61.96 Q (GPM) DISC. VEL (FPS) (GPM) 453.60 11.59 - 453.60 11.59 - 453.60 11.59 - 453.60 11.59 - 453.60 5.15 - 453.60 5.15 - 453.60 5.15 - DIA (IN) HW(C) F.L./FT 4 PL 120 FTG 0.062 TL 4 PL 120 FTG 0.062 TL 4 PL 120 FTG 0.062 TL 4 PL 150 FTG 0.041 TL 6 PL 150 FTG 0.006 TL 6 PL 150 FTG 0.006 TL 6 PL 150 FTG 0.006 TL FIXED PRESSURE DEVICE Pipe: 82 UG4 UG5 Pipe: 83 UG5 SOR (3.0) 3,0 3.0 (3.0) 61.90 62.26 61.96 62.19 453.60 5.15 - 453.60 5.15 - 6 PL 150 FTG 0.006 TL 6 PL 150 FTG 0.006 TL LENGTH (FT) 3.33 E 13.33 13.08 E 23.08 13.00 E 23.00 6.42 E 16.42 3.33 PIV 6.33 10.17 E 24.17 2.25 CHK 34.25 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSI) 0.82 - 0.90 1.43 - 0.90 1.42 5.63 0.90 0.67 - 0.90 0.04 - 0.18 0.14 - 0.18 0.19 - 0.18 , 453.60 GPM 2.25 DCHK+4E 63.25 26.67 E 40.67 PF PE PV PF PE PV 0.36 (2.60) 0.18 0.23 2.60 0.18 Page 7 of 7 Pressure 90 80 Flow 0 995 Pressure 62.19 84.44 Flow 553.60 553.60 100 -i 90 - 80 s- 70 -(0 3 60 | 50 8 40 £ 30 - 20 10 0 C City Water Supply Curve -90 1 I ) 200 400 P- 84.44 __ ____ Rn* 130 1 62.19 —*— City Water — •— Demand 600 800 1000 1200 Flow (gpm) Gas Pipe Sizing Calculations Army-Navy Academy Dormitory Building Gas Load Length Pipe Pipe Sect. MBTU (cfh) From Meter Size 1 800.0 30.0 1-1/2" 2 350.0 30.0 1" 3 1,150.0 30,0 2" 01 9Nia33NIQN3 H«HS3Z3d ^ & v o^*^ r . jV t^e^HM^ ^a^^f^^ v\I^opiVCS • g m£ 9 *r5 •> » City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 1,0-02-2003 Plan Check Revision Permit No: PCR03201 Building Inspection Request Line (760) 602-2725 Job Address: 2605 CARLSBAD BL CBAD Permit Type: PCR Status: PENDING Parcel No: Lot#: 0 Applied: 09/16/2003 Valuation: $0.00 Construction Type: NEW Entered By: SB Reference #: CB010285 • • Plan Approved: Issued: Project Title: ARMY NAVY ACADEMY Inspect Area: ADDING 6-0/3-0 WINDOW Applicant: Owner: PAW LIM 2398 SAN DIEGO AVE 92110 619-297-8066 Plan Check Revision Fee $120.00 Additional Fees $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your rjght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION GITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. . \C\( Plan Ck. Deposit, Validated By^l Date Q, Address (include Bldg/Suite ft)Business Name {at this address) M fJA-M AcAflGMtA ieJ ' " " Unit No. £Legal Description Lot No.Subdivision Name/Numbe hase No.Total # of units ssessor's Parcel #Existing Use Proposed Use 'Description of Work SO. FT. &i -! ^CINI*iC!?r;PER8iON:(ff;diff*r*W« mm^S(*«c(,ntJ #of Stories # of Bedrooms # of Bathrooms 3il;;> fAPpLJCAiNy:. ,,'Q Contractor / ' O Agerir fbr|:Contractor: .T 0 ;Qwrier 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 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 I$500I). Name State License # Address License Class City State/Zip City Business License # Telephone It Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. O 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 [$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 to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7. OWNER-BUILDER DECLARATION -..;.-•..-. ,.v , .^h,. • .- - > •••>;••• •;>,-. • ' :''..':::: ••,:.:.::"-.,: ... :.i^i:-^-• :' •::;.-.;•.•:!•.-.••;;:.-..• :. = ;' 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). 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). f~| 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 COMPLETE?THIS SECTION FOR WOff^CSWetfTMi BUItPINGJPERMfTS ONtY ; i;; I ; ; ; : = : ; M != ! f ',' : i ^ 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? O YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? [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 REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 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 commencedjpr a perigd-nUSO dajis (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATUR DATE WHITE: File YELLOW: Applicant PINK: Finance 07/08/2004 PAW LIM 2398 SAN DIEGO AVE92110 Re: Application Date: 09/16/20030:00:00 Plan Check #: PCR03201 Address: 2605 CARLSBAD BL Expiration Date: 09/15/2004 0:00:00 Permit Type: PCR Description: ARMY NAVY ACADEMY ADDING 6-0/3-0 WINDOW You applied to have your plans checked on the date noted above. To date, the related building permit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. The provisions of sections 304 (d) of the Uniform Building Code state: "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2702. Robin Nuschy Building Department EsGil Corporation In Partnership witfi government for Quitting Safety DATE: September 30, 2003 a APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-285 PCR03-201 SET: I PROJECT ADDRESS: 2609 Carlsbad Blvd. PROJECT NAME: Army Navy Academy - New proposed exterior windows The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Plans shall be seal and signed by the architect of record. By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/18 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-285 PCR03-201 September 3O, 2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-285 PCR03-201 PREPARED BY: Sergio Azuela DATE: September 30, 2003 BUILDING ADDRESS: 2609 Carlsbad Blvd. Army Navy Academy/Plan Changes BUILDING OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-N BUILDING PORTION Time Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb 1994 UBC Building Permit Fee w Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 UBC Plan Check Fee $120.00 Type of Review: Q Repetitive FeeRepeats Complete Review D Other r-, Hourly Structural Only Hour Esgll Plan Review Fee $96.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc I P I r A v/c kin c1 r I G AVfcNUt TO 5HfflTL-4fOR DETAILS MCLENDONHALL MITCf? 5(3. FT.HOOVER HAli PCRMITORY 2624 STUDENT COTTAGEsm5o.fr. SIUDBff COTTA 9 ooCO 1 0 5 = 9« UJ Z005 §Z O>- za: 5 Q o:o o: Q uo. < < a. o «E W UJ1 °S« EO ot- E & 3 Q5 t & < 5, 9 o«KCCS^-liJ< ZSuua."t-w9s 5£ LU 0. 3: < n- t3 ? 5 w -* M r. Q u.*i^ccLij<i-:3 c-J^ — :±1— :^-\m ^0-UJU.X^UED ^ _<Jgs £4 h; <c cS:• '• ; ' - -t 1 ^. I ^o/3 ^^^ & ^ to>° A ^^& <F 02-26-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02049 Building Inspection Request Line (760) 602-2725 Job Address: 2605 CARLSBAD BL CBAD Permit Type: PCR Parcel No: Lot #: 0 Valuation: $0.00 Construction Type: NEW Reference #: CB010285 ! Project Title: ARMY NAVY ACADEMY ? DEFERRED TRUSS SUBMITTAL Status: ISSUED Applied: 02/11/2002 JM 02/26/2002 02/26/2002 Entered By: Plan Approved: Issued: Inspect Area: Applicant: .TEAGARDEN DANA '2605 CARLSBAD BL 'rCARLSBAD CA 92008 ,619-922-8471 Owner:1764 02/26/02 0002 01 CGR 3"-Ji. Total Fees:$120.00 Total Payments To Date:$0.00 Balance Due:$120.00 Plan Check Revision Fee Additional Fees $120.00 $0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any lees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 ^.(205 FOR OFFICE USE PLAN CHECK NO EST. VAL ONLY / ^^ff Plan Ck. Deoosit j Validated Bv (. MA Date / Title7 (7 />//f;x^*" CVf-P/T321 Address (include Bldg/Suite #)Business Name (at/this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use V Description of Work * g^C^feSO,_,._.,,, .,„,.„< „ rujujju^ # of Bedrooms # of Bathrooms 6'c.lfi Vi^ iM^ilB^^f«^p^^^i Name fc^M>E«0WNfi* State/Zip 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 taw [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 [$500]). Name State License # Address License Class City State/Zip Citv Business License f Telephone # Designer Name State License tt Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O I nave and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT is FOR ONE HUNDRED DOLLARS t$iooi 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 T^sttiiiitottfertu^^ 1 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). O 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 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 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. &:X- "$<8iN^.c^^^ :?v£ ••!•!"'..:'•;'•:, •'.' '•••'•*:.:,'?•• .': -^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 _ *&:'!!8lf|(t!l(^^ 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 1 80 days from the date of such permit or if the building or work authorized by such permit £ suspended or abandoned at any time after the work is commejicaipLreriotfof-iagdays fSectignjp6A4 Uniform Building Code). i ^7 / /APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In fartnersdip witd government for Quitting Safety DATE: February 22, 2002 OAEEUQANT JURISDICTION: Carlsbad O~PCANREVIEWER Q FILE PLAN CHECK NO.: 01-285 PCR02-49 SET:I(REV) PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Army & Navy Academy - (REV) Roof Trusses The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person X] REMARKS: The Architect of record shall signed the layout truss plarattpr compatibility with the project design. / By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 2/14 tmsmt].dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-285 PCR02-49 February 22, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 2605 Carlsbad Blvd. PLAN CHECK NO.: O1-285 PCR02-49 DATE: February 22, 2002 Army & Navy Academy - Roof Trusses BUILDING OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-lhr BUILDING PORTION Time Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb i Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 UBC Plan Check Fee $120.00 Type of Review: [~] Repetitive FeeRepeats D Complete Review D Other i-n Hourly D Structural Only Hour Esgll Plan Review Fee $96.00 " Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc o en< DCO CO "CO a! 3o tr< h- «> ccoa Vv\>v ^$M w ^Y^ lS 1/1 ^ ^iR f- ^« rO va) ^) rJ d "^ C^ 11--19-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02287 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: ONUFER RUSS 2605 CARLSBAD BL CBAD PCR Lot#: $0.00 Construction Type: CB01-285 ARMY NAVY ACADEMY TRANSMITTAL DATED 11/5/02 0 NEW Owner: Status: ISSUED Applied: 11/06/2002 Entered By: MDP Plan Approved: 11/19/2002 Issued: 11/19/2002 Inspect Area: 1535 U/19/02 0002 01 COP 02 120-00 619297-8066 Total Fees:$120.00 Total Payments To Date:$0.00 Balance Due: $120.00 Plan Check Revision Fee Additional Fees $120.00 $0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, oias lo which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE PLAN CHECK NO EST. VAL. Plan Ck. Deposit Validated By Date Address, (include-Eldg/Suit Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use #of Stpries, J 'i'K'^i"H^**p'?~> •• <*<K. of Bedrooms # of Bathrooms Name Address $$$$1E!&^^ State/Zip Telephone ff Fax* Name Address City State/Zip Telephone # Name Address City State/Zip Telephone #&ii«»£«fi^ •- . • /'. ' . Y'^m^m^fMt^m^ (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 [4500]), Name State License # Designer Name State License ff -!,»«,. .*,,!, iiassjiaaia- <r _s— » Address License Class Address ,„,„„,„ a,,,., , ., ., ...«*. City City Business City i^.'">" .»•- "J* - « > Bf !'!!-- " State/Zip License # State/Zip . — . • -i >...,-. Telephone # Telephone .,.,-,.. - - . • -,.•!.,,,,, Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. n 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) 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 to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE flfS^NgfifS^^ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: l~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). O '> 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 contractors! 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 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 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? d 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? O YES l~l 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. 1 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 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 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 commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: Rle YELLOW: Applicant PINK: Finance EsGil Corporation In Partnership with government for $uib(ing Safety DATE: November 15, 2002 Q APPUCANT JURISDICTION: Carlsbad a~PEAN REVIEWER a FILE PLAN CHECK NO.: O1-285 PCR02-287 SET: I(REV3) PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Army & Navy Academy Dormitory - Plan Changes XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: X] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 11/7 trnsmU.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4- Fax (858) 560-1576 P D D _ __ __ NOGLEP D D _ _ _ ONUFER n Q U November 5,2002 ASSOCIATES ARCHITECTS Attention: City of Carlsbad Building Department: Re: Army Navy Academy. Delta 10 summary: Misc. City Revisions. AS-1- Five resistive note clarified to match note on T.2. AS-2 -Intermediate ramp dimension increased to 6'-0" on detail 3. Al- Openings on grid line C revised to reflect structural shear walls; 1 hour occupancy separation added at mechanical/boiler room. A2- Soffit deleted within 5 first floor rooms; soffit revised at first floor shower area. A4- Passive louvers/vents added on detail 4. Planning has already approved this. AS- Fire dampers and mechanical ducts added on detail A; one hour exterior wall construction within attic clarified on details: C, 1, 2, & 3. A6- Accessible shower elevations clarified to reflect passive duct; details 7A & 8 revised; details 11, 12, & 13 added. A7- Vent locations revised on details 3 & A; soffit eliminated on detail 1. A9- Door 132 changed to 1 hour rating to reflect 1 hour occupancy separation. All- Details 3 4, 5, & 13 revised to reflect 1 hour exterior wall construction within attic; details 8 & 11 revised to reflect non-rated floor/ceiling assemblies; detail 15 deleted. S2- Structural calculation added to clarify vent openings at upper port of towers on grid line A. Ml- Outside air duct deleted for FC1 units within dorm rooms; 6x6 exhaust air grills deleted in shower stalls. NOU-05-2002 16:07'V NQGLE ONUFER P. 03 TOTflL P.03 00 §mo_i CO CN a S< IDm ^ %>^ o K a.i< H V 6) r -0 v/1 S ^~^ ^\ 09-08-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02220 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: CELLINI ROGER 760 729-2385 2605 CARLSBAD BL CBAD PCR Lot #: 0 $0.00 Construction Type: NEW CB01-285 ARMY NAVY REQUIREMENT VERIFY CONSTR. CHANGES:ALL ADENDA/RFI'S Owner: Status: ISSUED Applied: 07/31/2002 Entered By: MDP Plan Approved: 09/06/2002 Issued: 09/08/2002 Inspect Area: 5776 09/09/02 0002 01 02 CGP 480-00 Total Fees:$480.00 Total Payments To Date:$0.00 Balance Due: $480.00 Plan Check Revision Fee Additional Fees $480.00 $0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please iake 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 theslatute of limitations has previously otherwise expired. 08/12/02 16:36 O9486739267 - ] AUG-12-2002 tlON D4:l5 PM CITY OF CARSLBAD rahi^cth : PERMIT APPLICATION tBP/Archltecture FAX NO. 760 602 8558 ©002/002 P. 02 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92006 mBS&&&®B& *&»* FOR OFRCE USE ONLY PLAN CHECK NO, EST. VAL. Ck. Depoilt Validated ftw Budnan Niim tot thitf ad*a«l Ugil Daaoriptian Lot No.fuWMrten Nairiafffcmoar Unit No.ToW * of unto Binning UM N*mi Addraaa Ciiy Stot-tffr Talaphono* (Sao. 7031.* Dua»u«* and PttfwdMW Codt: Any Chy w County whfeh rvqulrw « P«rpA to construct, eh»r< imprevo, dwioKih or rapMr »nv nruciur^ prior ID ha Iwuanco. •IM r-qu)rw lh» ftppllam for «u* p^mtt m ft* » dgrwd •ntamtnt thit M U Itcormd punuint 1» th« pro»iiien* *f ttM CodVKIor'l UcanM Law 9, cofftnwixUnfl «rm Stetian 7OOD of Divwlen 4 ftf th« Buclnw* «nd Pr»riMioni Co*) « thrt h» ia •rtffiat Wtfffrprti, »nd *• Dwlf for ih* . Any vfetalon of Soetlon 7611 ,6 by »W nppTwain for * parmit cubf*cM (h» ippHcwrt to • cml (Wrtaltv «* Ml mof* tfivi *lv» hundrad dolton {t&OOD. Namw Snta UenriM J Ucww« Clkog. CTly Stats/Zip Qty Bunrtm LinnM f __ Stow UcanM #.^ WMkwv* CDinp«rwnwn EhobnilDn; I twmby Bffkm undaf penohy at perjury an* «f (h« fdlowtaB d«Ji«ii*nit: Q I h»v» and wM milntaln a MittflciM of eonMrt ta ailMMur* for *«ork«r*' comaanaalion »« prevldn* by Saet'ian 37OO of W» Labor Cod* far iha pwf«fmwic« o( iha work I* wNch thli pirmlT b taayod. Q I havp and will maintain workar*' aompMtntlen, M required by S»en6A 3700 of tfw Labo^ Cpda. for ttM parformane. at ma won for which this parmit IB Itawd, MV uwVsf's aompancalion Irwiwea oarriM and pofcv numbar irr InouranM C«hf any _ . __ _ ITHIS eecnoN NKD HOT u coMfurtft w THE PERMIT is FOR ONE HUNDRED DMIAI* roioai OR LUSI Q ea»TfflCATt OF EXEMPnONc I oartify thai |n iha parfofmanco ofttwi wark lor which tN» parmh I* i^uad, I shaH not omplvy tnV ptraon in any urthW* «. to fiacoini subjaci to Iha Warkara' Compantlllon LaWi of Callfemii. WAIMIM: NMHra v> aaaun w*i*ar»' aanaMiim«Mi emartja !• unlawful, and aho* iubjna| an amakyar w «rtnrinal pM*4tki and cMI flnw up w MM ihauaand dolM ItlOO.OQD). h addUan to Oka eoat af cMnp«MMlmr dtmanaa aa aravfthoMar In GadMi 37H «f ttw Labor etx». Inntaar and KEomay'v * DM1 _ I h«raby affirm That i »m axempi from ttw ContrwWl Lfeann L*w for tha ralawhfl ra»en: Q I, ta own* Of *h" praparty or my amplayaas wltfi WiflM aa tfwfr col* oornpMtiat|Qfl. will do iha work «n4 ffW Kruetw* is not Incandad or offarad for sole (Sae. 7044, •wainui anO •rofaacloni Coda: Tha CamrttW1* Ueaiua Law dew not tpply to an ownar of proportV who buildM or mpro^M tlWMOn. and who doaa tuah wofk hlmMir or ihraugh hb own amployMa, providad thit *u*f» !mpiav»nj«nw *'• n« iniandad or effarad far «lo. ir, hewvvtf, iha building or ifflpfevamant is •rid within ono W*r al eemplartan, iha owrwr-buKdor will hava tha burtan orpnvlnfl th*i ha old not build or Imprava tor tha purpon of *««*)- Q I, M ouritar of itu prooartv, am eiduaivoh; oomractinfl *Hh Hewvad caftmetarc to eonttruet tho prolaci |S0e. 7044, Sualnov and Fml^mona Cadai Tha CflrrtrBolor'4 Ueant« ^w daaa net ippiy to an ownar of pravarty wha build* or improvw thwaen. and nnuaeta for nieh prataoti with cofinanorict rtaann4 punuont W th» Convactorc UCOMO Lav*). 0 I •"* «*»n>rt vndar Saclbn ._ Qinfnaaa ind Pr«fM«i6Ra Cad* for th>» nuan: 1 . I panorvltv pbn » provide tfw major labor and maurlil* for coniWuettw af lH» propeaad prapartY irflprowamant. Q VES ' QNO Z. I Ottva / hiva noi) aioMd an appdeatlon for a t>Ml|dna parmit fortna propOHtf work. 3. I h»v« ebrnr«etad wRh tha following oanon {flrm} to piovjda tha Brapoaad conitrunion Ttnduda nima ^ addrani / phon* ngrnoar / eantraerora lieanaa mimba^: 4. I pta to prowida porttaru of trw wort, bui t hiv» hlr*d th« fnlowinj panan to CQordfnita, tUborviaa and pfevldO tfM mitor "«afk (ineluda PHIM / aooVoM / ohona turn*** t sonmetor* ikanai numfaarli ___ ____ _ I. | wU previda com of iha Work, but I have Mntreatad fhif«d) Tha fallowing panorut to piovldi the work irtdicautl (Irwluda rtama / Iddnux I pftont numbar / typ* o*n PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date " Address (include BldgZSuite #)Business Name (at this addres Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work SQ. FT.#of Stories # of Bedrooms # of Bathrooms Address City State/Zip 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 |$5001t, Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: 1 hereby affirm under penalty of perjury one of the following declarations: Q 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. Q 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 [$100] OR LESS) C 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 {$100,0001, in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's feea. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: C3 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). fj 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). 0 1 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, fj 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 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? d 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 G WO 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. 3097li) 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 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 1 80 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 commenced (or a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In fartnersfiip vritfi. government for Quitting Safety DATE: September 3, 2O02 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O1-285 PCR02-22O SET: III PROJECT ADDRESS: 2605 Carlsbad Blvd.» PROJECT NAME: Army & Navy Academy - proposed plan change X| 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: At Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/26 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In ^Partnership witk government for %ui&£ing Safety DATE: August 19, 2002 JURI£> JURISDICTION: Carlsbad b-PtAN REVIEWER a FILE PLAN CHECK NO.: 01-285 PCR02-220 SET: II(REV2) PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Army & Navy Academy - proposed plan changes 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 fora complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Roger Cellini P.O. Box 3000, Carlsbad, CA 92018 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: Roger Cellini Telephone #: (760) 729-2385X24 Date contacted:<S(zo/02. (by:£Ax) Fax #: (760) 729-9274 Mail "Telephone Fax"' In Person REMARKS: Also contact; Willis Fisher at (949) 673-0300. By: Sergio Azuela Enclosures: Esgil Corporation GA MB EJ PC 8/12 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 01-285 PCR02-220 II(REV2| August 19, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-285 PCR02-220 PROJECT ADDRESS: 2605 Carlsbad Blvd. SET: II(REV2) DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 8/12 August 19, 2002 REVIEWED BY: Sergio Azuela 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes Q No Carlsbad 01-285 PCR02-220 II(R£V2) August 19, 2002 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3. On sheet T-2, under CODE ANALYSIS a note was provided in regards to the fire sprinkler being used instead of the 1hr construction. This note was deleted on the original plans. Please clarify if the note is a valid note under this proposed plan changes. 5. Detail 1/AS-3 contains new light poles. If these light poles are part of the proposed plan changes, provide: b) Complete structural design calculations. 6. Additional corrections may follow: a) All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. b) On sheet SN-1, the recommended spacing for shear walls 11 * and 12 shall be; 3/8" lags @ 4" o/c for shear wall 11*. instead of 3/8" lags @ 8" o/c and 3/8" lags @ 6" o/c for shear wall 12, instead of 3/8" lags @ 8" o/c. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 01-285 PCRO2-220 II(REV2) August 19, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-285 PCR02-220 PREPARED BY: Sergio Azuela DATE: August 19, 2002 BUILDING ADDRESS: 2605 Carlsbad Blvd. Army & Navy Academy-PCH BUILDING OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-lhr BUILDING PORTION Time Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 UBC Plan Check Fee Type of Review: C] Repetitive Fee Repeats D Complete Review D Other m Hourly Structural Only Hours * $480.00 Esgll Plan Review Fee $384.00 * Based on hourly rate Comments: macvalue.doc Sheet 1 of 1 EsGil Corporation In yartnersdif witfi. government for Suiting Safety DATE: August 14, 2O02 a APPLICANTo-aumsj JURISDICTION: Carlsbad ^-PtAN REVIEWER a FILE PLAN CHECK NO.: O1-285 PCRO2-220 SET: I(REV2) PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Army & Navy Academy - proposed plan changes 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. X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Roger Cellini P.O. Box 3000, Carlsbad, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Roger Cellini Telephone #: (760) 729-2385X24 Date contacted: &| \sfo2 (by: 1<^) Fax #: (760 729-9274 Mail —"Telephone Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ Q PC 8/1 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad O1-285 PCR02-220 August 14, 2002 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2605 Carlsbad Blvd. DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/1 REVIEWED BY: Sergio Azuela PLAN CHECK NO.: O1-285 PCR02-220 DATE REVIEW COMPLETED: August 14, 2002 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. 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 facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes a NO Carlsbad 01-285 PCR02-220 August 14, 2002 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Provide a complete list of all proposed plan changes, including: a) Brief description of each proposed change. b) The sheet or sheets of plans that shall be change due to each proposed plan change. c) The symbol (A) and number used on the plans to identify each proposed plan change. 3. On sheet T-2, under CODE ANALYSIS a note was provided in regards to the fire sprinkler being used instead of the 1hr construction. This note was deleted on the original plans. Please clarify if the note is a valid note under this proposed plan changes. 4. Some of the sheets of plans provided, were identical to the corresponding sheet of the original plans. Please include only the sheets that contained proposed plan changes. 5. Detail 1/AS-3 contain new light poles. If these light poles are part of the proposed plan changes, provide: a) Complete construction drawings and specifications. b) Complete structural design calculations. 6. Clearly show on plans the occupancy classification and type of construction for the existing Hoover Hall and McClendon Hall. Additional corrections may follow. 7. Additional corrections may follow. Carlsbad 01-285 PCR02-220 August 14, 2002 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 Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 01-285 PCR02-220 August 14, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-285 PCR02-220 PREPARED BY: Sergio Azuela DATE: August 14, 2002 BUILDING ADDRESS: 2605 Carlsbad Blvd. Army & Navy Academy-Plan Changes BUILDING OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-lhr BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) i Valuation Multiplier #N/A Reg. Mod. VALUE ($) •> #N/X 1994 UBC Plan Check Fee #N/A Type of Review: Repetitive Fee Repeats n Complete Review G Other ._, Hourly Structural Only Hour* Esgll Plan Review Fee #N/A Comments: Fees to follow. Sheet 1 of 1 macvalue.doc AUGUST 21,2002 TO: BUILDING DEPARTMENT FROM: Management Analyst, Redevelopment Department ARMY & NAVY ACADEMY NEW DORMITORY (RP99-14/CDP99-49) PLAN CHECK NO. PCR 02-220 i have reviewed the revised building plans for the above referenced project. The project is currently under a "Stop Work" order pending approval of the plan check revisions. The Housing & Redevelopment Department finds the plan check revisions to be consistent with the approved Major Redevelopment Permit approved by the Housing and Redevelopment Commission. No further land use action is required at this time. Pending completion of the final plan check by EsGil, the Housing and Redevelopment Department supports issuance of the permit for the plan check revisions for this project. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. LORI H. ROSENSTEIN AUGUST 28, 2002 TO: BUILDING DEPARTMENT FROM: Management Analyst, Redevelopment Department ARMY & NAVY ACADEMY NEW DORMITORY (RP99-14/CDP99-49) PLAN CHECK NO. PCR 02-220 I have no additional comments from my previous memo dated August 21, 2002, which 1s~~attaGiaed for reference purposes. LORI H. ROSENSTEIN Carlsbad Fire Department 02220 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category; Building Plan Date of Report: 08/26/2002 Reviewed by: Fire Prevention (760) 602-4660 /* • Name: Address: tBP Architecture 2300 Newport Bl City, State: Newport Beach CA 92663 Plan Checker: Job Name: Army Navy Academy Job#: 02220 Job Address: 2605 Carlsbad Bl Bldg #: PCR02220 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. LJ 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. LJ 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 FD Job # 1st ?nd 3rd 02220 FD File # nthftr Agpnry ID Plan Check Responses Date: 08/20/02 To: EsGil Corporation 9320 Chesapeake Drive, Suite 208 Architecture San Diego, Ca 92123 Planning Interiors Attn: Sergio AZUela Management Proj: Army and Navy Academy, Dormitory 1 Carlsbad, Ca Proj No.: 99033.00 P.C. No.: 01-285 PCR02-220 From: Willis Fisher, tBP/Architecture cc: file 2.4 # pages: 1, including this cover sheet • Message/Memo: Sergio, Please review the following responses to the attached copy of your comments dated August 19, 2002. • Item 3 response: Note on sheet T-2, under Code Analysis, regarding fire sprinkler substitution; No substitution for 1-hr, construction is allowed by the City of Carlsbad. The note was revised accordingly. • Item 5 response: The original documents show the parking lot lights on sheet E-1.2, Electrical Site Plan. The lights were not originally shown on 1/AS-3. At the request of the Owner, we added one light pole to the project and shifted the layout slightly. I put the latest layout on 1/AS-3 for Housing and Redevelpment review. Refer to sheet E-1.2 for electrical lighting layout and detail A on sheet E-1.1 for raised pole base detail. In short the parking lot lighting was a part of the original approved drawings. We just added one. • Item 6 response: a. All drawings have been stamped with "wet" signature. b. Shear Wall Schedule on sheet SN-1 has been revised to reflect the Structural Engineers response to RFI #71. Please let me know if you need any more information to help expedite the plan check procedures. At this time, I will wait for responses generated from your review of the full set before I respond to any prior comments. Sincerely, Willis Fisher, tBP/Architecture tBP/Architecture 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 9267 Corporation In yartntTsfiif witA $9t!ernmnt fir $utf&% Safety DATE: August 19, 2O02 a APPLICANT a JURIS, JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O1-285 PCR02-220 SET: II(REV2) PROJECT ADDRESS: 2605 Carlsbad Blvd. PROJECT NAME: Army & Navy Academy - proposed plan changes 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. _j The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted fora 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: Roger Cellini P.O. Box 3000, Carlsbad, CA 92018 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: Roger Cellini Telephone #: (760) 729-2385X24 Date contacted:?[zo/oz (by:f*y) Fax #: (760) 729-9274 Mail ""Telephone Fax*^ In Person REMARKS: Also contact; Willis Fisher at (949) 673-0300. By: Sergio Azuela Enclosures: Esgil Corporation G GA P MB D EJ D PC 8/12 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 • (858)560-1468 * Fax (858) 560-1576 Carlsbad O1-2S5 PCR02-220 II(R£V2) August 19, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: O1-285 PCR02-220 PROJECT ADDRESS: 2605 Carlsbad Blvd. SET: II(REV2) DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 8/12 August 19, 2002 REVIEWED BY: Sergio Azuela _____ 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sea 106,4,3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans, B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Yes QNo err-i £,n:£. /nn/ r\7 SDH QJCTnqc£C£-T:xie-4 Carlsbad O1-285 PCR02-220 II(REV2) August 19, 2002 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriai projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver 3!! corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of pians 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 EsGif Corporation is complete. 3. On sheet T-2, under CODE ANALYSIS a note was provided in regards to the fire sprinkler being used instead of the 1hr construction. This note was deleted on the original plans. Please clarify if the note is a valid note under this proposed plan changes. 5. Detail 1/AS-3 contains new light poles. If these light poles are part of the proposed plan changes, provide: b) Complete structural design calculations. 6. Additional corrections may follow: a) All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. b) On sheet SN-1, the recommended spacing for shear walls 11*and 12 shall be; 3/8" lags @ 4" o/c for shear wall 11*, instead of 3/8" lags @ 8" o/c and 3/8" lags @ 6" o/c for shear wall 12, instead of 3/8" lags @ 8" o/c. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. 17 R nu o i r T naeoro T • v P j OC;T 29. 2001 (MOM) 14:42 BUCHANAN-CONSTR0ARMY/NAVY-SITE 7604343543 PAGE. 2/2 BUCHANAN AND * CONSTRUCTION OPR - Newport Beach 4220 Von Kamwn Avenue, Sutte 100 Newport Beach, CA 82S60 (WSJ 263-0023 Request For Information ANA Dorm & Parting Lot Job*: 2076 2606CarbbadB!vd San Diego, CA 32008 wrnoTw: t/ouj <u«Kx>ti ra«. i/ouj «»*•»» TO tBP / Architecture Dan Nolan 2300 Newport Btvd Newport Beach CA 92663- Phona (MB) 673-0300 Fax (949)673^267 CC Ct RFI Number i& Reference Documents Specification Section Summary Date Submitted to Arch: Required Return Date: Sub RH* » A//A Sheets A'-6 & 9 08520 ShcMer/Tolfet Room window Dbnensiona 1029^001 11«/2001 ANA 01 Question Based on the Shower/Toilet Elevations on Sheet A-6, the (6) windows at Gridline A (North Elevation) appear to be a 4' x 2'6" fixed and the (6) windows at Gridline D (South Elevation) appear to be a 2'6" x 2'6" fixed. These differ from the type B1 shown on the Window Schedule on Sheet A-9, Please provide the requred dimension of the subject windows and clarify if they are fixed or operable, single or double-hung. If fixed, do they require screens? 711 ABachnwit NONE SubmrttedBy Dana 5. Twgarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Ptoase advise of any cost Impacts within 48 hours. File Actual Return Date From Arch Return Date to Sub ibev OCT. 29. 2001 (MOW) 15:09 BUCHANAN-CONSTRfflAHMY/NAW-S ITE 7604343543 PAGE. 2/3 BUCHANAN CONSTRUCTION DPR - Newport Beach 4220 Von Karman Awmw, Suite 100 Newport Beach, CA «2*00 (948) 985-3771 Fax: (MS) 2RJ-OOH Request For Information ANA Dorm & Parting Lot 2606 Carlsbad Btvd San Diego, CA 92CO6 Jot*: 2076 jDprwne: <rou)<u<K3D4i r-ax: (TSJJ^M-J&W To tBP / Architecture Dan Nolan 2300 Newport Btvd Newport Beach CA 92663* Phone <9«) 67*0300 Fax (949)67^120? etrt^v/} \<::»^^ cc;T^vj> ^'VUiS'VV^ iO'2,°lpl RFI Number Reference Documents Specification Section Summary Dat» Submitted to Arch: Required Return Date: Sub RFI ft 2 Sheet AS-2 02221 OemoBtion of Automatic Sprinkler CMU Vault and Associated Piping 1029/2001 11/12/2001 AN-01 Question We have discovered a 6" Fire Protection U.G. Main (NJ.C.) which is located at the west side of proposed building site (approximately 5 feet North of McClendon Hall) It appears that said main will be located beneath the new dormitory building. See attached sketch FS-RFI 0002 Please advise whether this service is active and provide instruction on the demolition or relocation of this service. There is likely a cost impact associated with this RFI. rr Attachment: FS- RFI 0002 (Sketch)Submitted By Dana S. Teaganten Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hour*. Response By File Actual Return Date From Arch Return Date ID Sub CO Number BUCHANAN BUCHANAN CONSTRUCTION 4220 Von Kcrnm Awmi*. Sift* 100 Request For Information ANA Dorm * Puking U* »,CA JabPheiw; Jot*: 2078 Faic RFI Number FMtnencc UncmtntB CC Nach & Peres hki cc David L N0cfc D«te SuomRiKl to JUCIK Riqi*i< Return Mtc: PS-1 15000 Boding UWty P.O.C.* C*T«r Item Thepe awwri aft P&-1 AN-OC Question (£) Domestic CW is available as per the attached field sketch. As per ANA maintenance personnel, this line served the previous dorm. As per ANA maintenance personnel, (E) sewer service is 4" C.I. rather than 6M PVC, Per instructions during bidding, utility connections are N.l.C. Please advise and direct if the above P.O.C. shall be utilized. Upon recicpt of clarification we shall prepare and submit the cost impact of utility connections (Domestic CW. Sfiwer, Fire Protection) ry no sfiave FS-RR-OCXi3 Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARC COST IMPACTS Ptoan advise of any cost impacts within 4V hours- 7004 7^/72? ^27 f T0 IE g-d BUCHANAN AND BUCHANAN CONSTRUCTION Bwtnnvi & Buchanan Cmtructon MOFlMftM-. Cart* Mm, CA (7«|2« I714)2n-01«l Request For Information ANA D«m & Parting Lot JeM: 2076 >, CA B30DB JobPtWIW (TO 4343541 TO tBP/ArctiHecture Far: Pan Nolan -£=^- 2300 Newport Btvd Newport Beach CA 92663- RFI Number RtfHWiee OoeuuwflU SpMMcadon tedloh Summtry (&B) 573*267 CC Naeh ft Pezeshkj cc David L NaeX, M Sheets 15000 CtwUtetftan of MKlunfcvl 101300001 11WZW QiMStion Controls system as submitted 9/24/01 was "Rejected" and WB were instructed to submit spec, system, Spec Section 1 5970, Paragraph 1 ,02 "Description of Work" calls for temperature controls. Subsection A. 1 .h states "DDC controls for systems as indicated on the drawings." There are no indications for DDC controls on the plans; control system submitted is as per the Title-24 mandatory measures, Sheet We suggest a coordination meeting be held vtf the owner, architect, mechanical engineer, mechanical subcontractor, and proposed controls subcontractor. Please advise so that we may schedule a coordination meeting and quantify the cost impact of the additional controls N.l.C. SufcMmdBy DmBg-Taaparaen Subcontrectont THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts wWiin 4fl hours. Actual Rtuim Otfr Prarti Arm BUCHANAN CONSTRUCTION Buchanan * Buchanan Conatrucflon MO Fl«ch«r, Ste C Coala Man. CA 93929 (714) 2MM180 (714)288-0181 Request For Information ANA Dorm » Parting LJ* Job*; 20/e 2935 Carfabad atvd SanPfeflo.CA To tBP / Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phona (SMS) 673-CCqO Fax {940)6734287 CC DCi Engineering David MacArthur cc RFI Number Reference Document* Specification Section Summary Date SubmKted to Afcfc R«qulr*d Raturn Date; 3ubRF**: 5 P Sheets 15000 Elevation and Station Locations forUtility Connections WP R(ght-of- Way 11/2Q001 HyOOODi AN-03 Question Per City of Carlsbad requirements - At your earliest convenience, please provide from Civil Engineer, elevation and station locations for ail utility connections into city Right-of-Way (domestic water, fire protection, sewer and landscape water (if applicable)). U-- o\ D»na S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advi*e of any cost impacts within 48 hours. RocponaeBy Roger Cellfnf, ANA Rte Actual Rvlurn Date From Arch Ratum Date to Sub CQ Nwnber BUCHANAN BUCHANAN CONSTRUCTION Request For Information DPR- Newport 42« Von K«rmm AVWHM. Cut* 1M FBI: (Mft)3a-ooaa ANA Domi & Pwfcbv Id JoM: 2D7B Strt Dtogo, CA 82GOB wrnaiW, ^OUJ«W»JO«t) TO tap / Architecture Dan Nolan 2300 Newport Blvd New port Beach Ptom (MO) 6734300 CC DCi Enginetrrng CC Nack S. Pwjhfci |-«K t<OUJ <W*OD%J CA 92863- fat (B«)673«»7 David MacArthur David L Naek, P.E RFI NumtMr ftotonncft Oocumonti SpKiAcaflonSKUon summry Dflttt SubmMlcd to AKfct Rvqulnd FWum 1Mta; fti* RFI •: B Sheet C2, 02000, 15000 Coortmjflon of Inwrt and Rnfl* PidElwMoM 11OOCD1 11AOOD1 AN-03 Question Sheet PS-1 shows the invert elevation of sewer lines exfting the building at 48,6 feett. The finished pad elevation per Sheet C2 is 46.5 feet Please coordinate and advise. SifcmmadBy Dan>S. Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS PHMM advfsa of any cost Impacts within 48 hours. Flta Actual fMum on* From Areft tottirn Date (• Sub CQNmtMT TO 09- 2001 (FRI) 14:44 BUCHANAN-CONSTR«ARMY/NAVY-S I TE 7604343543 PAGE. 2/2 BUCHANAN CONSTRUCTION Buchanan & Buelmwi Conduction MOFItcher.StoC Cott* Men. CA MBW (714)208-0180 F«: (714)2B8-01«1 Request For Information ANADorniAParMnsLot Jot* 2076 San Dteso, C A 92008 o r rwfw; ( /ouj «UCKXJ*H To tBP / Architecture Dan Nolan 2300 Newport Blvd Newport Beach Phone (943)67^0300 CC DCi Engineering CC rax (f**J) <*3*o3*w CA 92663- Fax (MB) $73-8267 David MacArthur RFI Number Rofercnc* DoeuimnU Specification S«ctton Summary D«tB Submitted to Arch; Required R«tum Data: Sub RFI ft 7 C2, AS-2 Confirmation of Building Offset a Orientation, Apparent Dttforanea Batwaen CM) and Arch, Drawings 11/9/2QD1 11/13QQ01 Question Sheet C2 reflects a distance from the (apparent) property line'(heavy line w/o identification) to the North Face of the center 'pop-out' as 14.75'. Sheet AS-2 and the Surveyor's tie-in of the building corner (WP#1) with previous topo survey activities at the site reflect a distance from the property line to the North Face of the center 'pop-out1 as 14.5'. Based on Details 3 & 6, Sheet AS-2, the distance from the center line of Pacific Ave, to the North Face of the center 'pop-out* is 45'. Per Metehoir Surveying's information, the ROW from centerline of Pacific Ave to ANA's property line is 30'; therefore indicating an offset of 15' from the property line to North Face of the center 'pop-out*. Also, review of the electronic files reveals that the building orientation is not parallel to the property line on the civil sheets (3.511 infringement on East and and 1" on the West). On the architectural sheets, the building orientation appears to be parallel to the property line. Please clarify the building offset & orientation. This information directly impacts the schedule. Attachment:Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any coat Impacts within 48 hours. Reaponw By Actual Return 0*1* From Arch Return Dirt* lo Sub CQ Number Fax Cover Page Fax#: From: cc: Daniel Nolan, AIA, tBP/Architecture Architecture Planning Interims Management Re: Proj No.: # of Pages: , including this cover sheet • Message/Memo it ~7 ' tBP/Architecture 2300 Newport Blvd Newport Beach, CA. 92663 ph:949 673 0300 fax:949 673 9267 email:dnolan@tbparchitecture.com DEC. 05. 2001 (WED) 16:51 BlJCHANAN-CONSTRfflARMY/NAVY-S ITE 7604343543 PAGE. 2/2 BUCHANAN AND CONSTRUCTION DPR - Newport Beach 4220 Von Karman Avemn, Sute 100 Nffwport Beach, CA B2S60 Request For Information ANADorm4Pari*jQLot Job* 2D7B 2606 Carlsbad BM SanOtego. CA 92QOB Fax: (<H»)M»-0023 ornww. irouj<*a*pi?3*»i rtw, ^ouf*ww»*3 To tBP/ Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phone (949)673-0000 Fax (949)67^9267 cc CC RF1 Number Reference Documents Specification Section Summary Date Subntftsd to Arch: Required Hrtum Date; SubRRft 8 Civil Dwgs Clarification that Base to not Required under Parking Lot Curb a Gutter 1260001 12/5/2001 876-7 Ron Oreb, City of Carlsbad Public Works - Engineering Inspector, stated today that 4" - 6" of base material is required under the parking lot curb & gutter. Curb & gutter grader were made today & curb & flatty form work is scheduled for 12/6/01 ; therefore this is a time critical issu^fiased on my phone conversation this afternoon with Mike Kohls, tBP, and his conversation w/ me Civil Engineer, work shall proceed in accordance with the approved Precise Grading Plan and the referenced San Diego Area Regional Stagjtard Drawings, neither of which require base material under the curb & gutt^Per the soils report, curb & gutter will be constructed on soil compacted to 90%. IF Submitted By Dana 6. Taagante Subcontractore THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. RefiponaaBy Actual Rftturn Date From Arch Return Date to Sub CQ Number DEC- 17. 2001 (MON) 20:17 BUCHANAN-COMSTRaAHMY/NAVY-SITE 7604343543 PAGE. 2/3 BUCHANAN CONSTRUCTION Buchuwn 4 BuchwunCoiwtrucikm 3WFftch*r,SteC Co*«M*M,CA 82828 (714) ZU-0180 Fax: (714) 288-0181 Request For Information ANA Dorm & Parking Lot Job* 2076 2805 Carlsbad Btvd fian Dleeo, CA &2QQ6 opnone; irou)«w*v»«i rax; uwj -w*oa«w TO fBP / Architecture Oan Nolan 2300 Newport Blvd Newport Beach CA 92863* PhofW (049)6/3^3300 Fvt (»e)6ra^267 cc cc RFI Number Reference DocwiwnU specification s«ctton Summary D*te Su&rrtittod to Arch; ftequlnd Return Date: Sub RFI ft 9 A6, S1.SD1.P Coordination of ArcMtvetunri, Structural A Plumbing Details at roll* Room PfcmWng Watts 12/17/2001 12/21/2001 Question This RFI summarizes the on-going discussion regarding constructability & structural soundness of interior step footings and plumbing walls as depicted. This discussion was originally initiated 1 1/20/01 via a site meeting & was continued during subsequent project meetings. 1. Clarify curb height dimension 'A1 (shown as 6" on Detail 10, Sheet SD-1; shown as 4" on Detail 4, Sheet A-6) 2. Clarify if interior wall face of toilet room shall be sheared (& nailed) lAW shear schedule designation '13' similar to wallfaco exterior of toilet rooms. 3, Clarify AB requirements for anchorage of sill plate associated w/ the furred out portion of plumbing wall. 4. Confirm that 3x6 sill plate is req. per shear wall schedule, notej , -$**._ ^TTM^-^, V&ti 5. Confirm if encroachment of pipe into interior step footing as depicted in FS- RFI-0009 is as intended by design. If so, clarify if width of footing shall be increased, & by how much, to provide sufficient concrete coverage of pipe encased in interior step footing & clarify rebar clearance req. in area of pipe Attachment: FS-RFI-0009 twitted By Dana 8. Teaparden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impact* within 46 hours, Response By Flte jal Return D«H From Arch fawn Pate to Sub CQ Number <Sr.U DEC. 18. 2001 (TUE) 09:13 SUCHANAN-CONSTR«ABMY/NAVY-SITE 7604343543 PACE. 2/2 BUCHANAN CONSTRUCTION DPR - Newport Bunch 4320 Von Kantian Avenue, Sufta 100 Newport Beach, CA 92WO (MS) 868-3771 Fax: (Mfl) 2934)023 Request For Information ANA Dwm S Parking Lot 28GSCarWwtBlvd San Dtego, CA 92006 JoM: 2076 *jrnone. \/ouj «3*ts3D*»> rm. i/auj *KVKD«U To tBP / Architecture Dan Nolan 2300 Newport Btvd Newport Beach CA 92663- Phorw (949) G734BOO Fax (W9) 673-6267 CC CC RFI Number R*ttt»nte Document* Specification Section Summary Data Submitted to Arch RaqUrad Return Date: Si* RFI* 10 E-1.2, C.A/3 16000 tocattonof PwWng Lot UgW Polaft, Structural DetaKs for LJ£U Pole Bases 12/16/2001 12/21/2QD1 Question 1 . Please provide layout information for parking lot light poles. This information was not shown on either the civil or architectual sheets. 2. Please provide structural details for construction of light pole bases. This information was not shown on the structural sheets. V Ttr -t^u^v^w^ Attachment:Submitted By Dana S. Teaoarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Response By Ffo Actual fruurn Date From Arch R*tum Date to Sub cQNunter DEC. 18. 2001 (TUE) 10:16 BUCHANAN-CONSTRaARMY/NAVY-SITE 7604343543 PAGE. 2/2 BUCHANAN AND V CONSTRUCTION DPR - Newport BMC|I 4220 Von Karrrnn Avenue, Suite 100 Newport Be«cri.CA 820*1 Fax: (84«) 263-4023 Request For Information ANA Dorm 4 Parking Lot 2605 Carlsbad Blvd San Diego, CA 32008 Job* 2D7B mrrwno: t/w; *HfocxH ra*. \/qjj*»jt-ja*»J T* tBP / Architecture ^^ Dan Nolan — ~"^ 2300 Newport Blvd Newport Beach CA 92683- Phona (9^9)673^300 Fax (949)673^267 CC cc RPI Number Refwance Document* Specification Section Summary D«to Submitted to Arete Required Return Data: SubRFIft 11 E-1.2, Addm#3 16000 A<MWon of EJectrtcal Feeder from MSB to Ac Bldg II. CfarfflcaUon of Design Intent & Owner Prefarvtco 12/18/2001 1/3/2DQ2 Question During a site coordination meeting on 11/12/01, the electrical subcontractor sought clarification regarding the feeder from MSB to existing Academic II Building as added to the scope of work in Addendum #3. The subcontractor asked if the feeder was to be 1 -p or 3-p-4w. ANA stated that they do not want to change the feeder for the existing building and only want to reenergize the (2) classroom outlets demo'd during this phase of construction. Dan Nolan, tBP stated that an RFI was not necessary at the time as he would check into this issue to clarify the design intent of adding the feeder (i.e. is it intended as service for future Phase 111 construction); Please provide instruction regarding this feeder. Attachment:Submitted By Dana 3, Teagar Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. File Actual Return Date From Arch Return Dite to Sub CQ Number DEC, 18. 2001 (TUE) 15:18 BUCHANAN-CONSTR«ARMY/NAVY-SITE 7604343543 PAGE. 2/2 BUCHANAN CONSTRUCTION Buchanan A Buchanan Construction 3MFtachw,SteC Co*ta Mua, CA 12826 (714)2884180 Fax: (714) 298-4)181 Request For Information ANA Dorm ft Parking tot Job*: 2076 2806 Carlsbad Blvd San Dfego, CA 92006 TO tBP / Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phone (94S) 6KWBOO Fax (9«) 873^267 CC cc RFI Number Reference Document! Specification Section Summary Date Submitted TO Arch; Required Ratum Data; Sub RFI*; 12 L-2 (E) Backflow Prownw Servicing Parking bat Area Irrigation Appears Undersized (3W" instead 12^8/2001 12C1/20D1 Question Per field verification by landscape subcontractor, both the (E) backflow preventer and the water meter service identified on Sheet L-2 as the POC for new irrigation piping appear to be undersized, (E) service is 3/4" and (N) irrigation piping is 1- 1/2" diameter. Please confirm that backflow preventer and service should be upsized to meet the irrigation requirements as designed. There is a cost impact associated with replacement of the (E) backflow preventor. Attachment:Submitted By Dana S. Taaparden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. RnponaeBy File Actual R*tum Date From Arch Roturn Date to Sub CQ Number FROM : LfiND ftRCHITECTURE FflX NO. : 949 497 7507 Dec. 19 2001 01:51PM PI Land Architecture December 19,2001 JobNr. 1057 tBP Architects 2300 Newport Blvd. Newport Beach, CA 92663 ATTN; Dan Nolan RE: Army & Navy Academy, Carlsbad, Ca. tBP Job Nr. 99033 Size of irrigation meter and backflow prevention device: 1 . The irrigation meter and backflow preventer shall be up-sized to 1 1/2" size each. 2. Usefebco 825y reduced pressure backflow preventer or approved equal. 3 . Service to water meter shall 1 1/2" size. Peter Weisbrod, ASL Landscape Architect 1620 THURSTON DRIVE • LACUNA BEACH, CA 92651 TEl/FAX (949) 437-7507LANDSCAPE ARCHITECTURE - LAND PLANNING • STATE LICENSE NO. 1252 DEC. 24- 2001(MONJ 16:36 BUCHANAN-CONSTHaARMY/WAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan ft Buchanan Conrtrwctlon 3SOFberwr,StoC Coata Meaa, CA 02826 (714) 2M-0180 Request For Information ANA Dorm & ParWnfl Ut Jotoft 3376 2606 Carlsbad Blvd SW) Diego, CA 92006 To iBP / Architecture Dan Nolan 2300 Newport @lvd Newport Beach CA 92663- PHOrw (949)6710300 F« (S*)e7M267 CC cc RFI Number 4 Reference Document* Specification Section Summary Data Submitted to Arete Required ftetuni Date; Sub RFI ft •h: C & A Sheets Conflrmfng RFI K Impact of ar-o1 N Wafl Pop-ojB an Bulking Location A SetbacK 12^*2001 12/31/2001 , - - - Question As per 12/21/01 phone conversation between Dan Nolan, tBP, and Dana Teagarden, Buchanan Construction, the dimension of the building 'pop-outs' at the North wall is now 3'-0" (changed from 1'-6"). The building location remains unchanged and the distance from face of pop-out to Property Line is 13.5' (changed from 15.0'). Please confirm that the 13,5* distance from building to property line is acceptable per City of Carlsbad and all other applicable standards/codes. Attachment Submitted By Dana 3. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 43 hours. Response By File Actual datum Oat* From Arch Return Date to Sub CO Number DSC. 24. 2001(MON) 16 = 31 BUCHANAN-CONSTRfflARMY/NAVY-SITE 7604343543 PAGE. BUCHANAN AND ^ CONSTRUCTION Buchanan & Buchanan Construction Costa Mew, C A 9262« (714) 268-0180 Fax: {714)288-0181 Request For Information AN A Dorm* Parking Lot Job*: 2073 San Diego, CA 92006 » pnone: ( reoj **we*i rw u^ 43*00*1 i TO tBp / Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phom (948) 6734300 Fax $49} 073>€287 cc cc RFI Number Reference Document* Specification Section Summary Date Submitted to Arch: Required Return Date: Sub RFI ft 14 A Sheets 05720 Please Rwtew Deck Rat) Detail Modification Request 12O4TKD1 1M20D1 AN-01 Question As per our site discussion on 12/20/01, attached are the detail modification requests submitted by Windsor Industries, who are fabricating and installing the deck hand rail. There is no cost impact associated with these changes; the purpose is minimization constructability issues, improved durability, and elimination of separate flashing at steel posts. Please review and comment for finalization of shop drawings Attschmenl: Windsor Fax 12/17/oa Submitted By Dana S. Teapartteo Subcontractors ' THIS IS NOT AUTHORIZATION TO PROCEED IP THERE ARE COST IMPACTS Please advise of any cost impacts within « hours. FHe Actual Return D*te From Arch Return Date to Sub CQ Number DEC. 24- 2001 PAGE- 4/5 PAGE 63 DEC. 24- 2001 CMON) 16:34 BUCHANAN-CONSTHfflARMY/NAVY-S ITE 7604343543 PAGE. BUCHANAN CONSTRUCTION Buchanan ft Bwhwan Construction 3MFbrcl»r,St«C Cmte M««i, CA •2828 (714)2M-0180 Fax:208-0181 Request For Information ANA Dorm& Parking Lot Job*: 2076 2805 Car toad B|vd San Diego, CA 92006 •ornon*: |fouj<w*H»»i rax: I/OU)<W«WD«W To tBp / Architecture Dan Nolan 2300 Newport Btvd Newport Beach CA 92663- Phom (048)87^0300 Fax (9«> 673-9267 cc cc RFI Number Refcnnca Documht* Specification Section Summary pat* Submitted to Arch: Requlnrt Return Date: SubRFIft 15 E-1.2 16000 Written Summary of Lighting Issues Discussed 12/2DO1 ; Connrmadon & Clarification 12/240001 1«QD01 Question 1 . In response to ANA's concerns regarding light restrictions associated with the Palomar Mountain Observatory, per tBP's discussion with the City of Carlsbad, Carlsbad does not enforce these restrictions and the parking lot lighting is acceptable as specified and as approved on shop drawings/submittals. Please confirm. 2. Please confirm that verbal instruction to contractor regarding placing hold on parking lot fight poles is rescinded; contractor shall proceed w/ acquisition of light poles, fixtures, etc. for parking lot.#/ 3. As per ANA request articulated directly to contractor and reiterated during on site discussion 12/20/01, please provide analysis of tennis court lighting layout. ANA is concerned that lights as specified will not prove sufficient for evening play. Please provide instruction if light poles/fixtures/etc, should be placed 'on hold.' 4. Please provide lighting layout for tennis court which reflects ANA's concerns regarding preservation of playing court surface (ie minimizing trenching w/n the fence perimeter) and light pole location. Attachment:Submitted By Dana S. Teagardan jf ^ Subcontractors ' THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any coat Impacts within 48 hours. File Actual Rrturn Data From Arch Return Date to $ub CQ Number DEC. 24- 2001(WON) 17:01 BUCHANAN-CONSTRaARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan A Buchaiwn Conrtructten 300 Flactnr, Sle C Covta MM*. CA *2B2* {714J7M-0180 Fax: (714) 288-0181 Request For Information ANADwmaParidngLot JottT 2076 2805 Carlsbad Bhrd Sen Dtogo, CA 92QQB P rnerw. ^ouj <M<t-oa*»i ray i;o-*j yi jagg To IBP /Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phone (9«)6KH»lX) Fax (£*») s?aS267 cc cc RFI Number Reference Document* Specification Section summvy Dal* Submitted to Arch: Ftequtred Return Date: SubRHft 16 A. S, P, M impact of N-S Dimension Change O Pop-out* and ADA ToiW Rm Change on Underground and 12G42QQ1 1201/2001 Question These changes appear to affect Underground Plumbing, Foundation, Framing, Drywall, Mechanical, Tile, Toilet Partition & Accessories, Roofing & Painting trades. Your assistance with the thorough coordination of these impacts is greatly appreciated & should help us minimize the schedule &/or cost impacts. Please provide revised drawings. I have highlighted some specific concerns: 1, Please confirm dimension G.L. A to F = 46'-0" (Sheet A-1) 2. S-1 , Foundation Plan, appears to represent the Electrical Rm 1 19 door as interior while all other sheets depict this as an exterior door; it appears either the stem wall layout or the door/framing plan requires modification. )?$ • #t,e, 3. Please confirm the dimensional layout of janitor's room & toilet partition stemwslls WRT these changes. 4&& & 2~ 4. Please confirm ADA required clearances are achievable w/ modified toilet room layouts. Submitted By Pana S. Taagardon Subcontractors THIS 1S NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. By Fte Actual Return Duta From Arch Return Date to Sub CO Number DEC. 24- 2001 (MOM) 16:39 BUCHANAN-CONSTR0ARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan 4 Buchanan Construction MDFUcrwr.SteC Co*ta Men. CA 92626 (714) 2684180 Fax: (714)258-0181 Request For Information ANA Dorm A Parking Lot 26CS Carlsbad Blvd , CA 92QOB Job* 2076 wrnone. < rou; "un-apt i ryr, ^ou;«o^otyw To tBP / Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phone (WS) G73O3CO Fax (948)6733267 cc cc RFI Number Reference Documents Specification Section Sucrmaty Data Submttted to Arete Required Return Date: Sub RFI ft 17 A-6 Applcab*rtyofOeta!l3, Sh«rtA-6, Embedment of Steal Angle in Footings Q Toilet Rooms 12/242001 12/31/2001 Question Please identify the applicability & areas where Detail 3, Sheet A-6 is utilized. Detail shows embedment of steel angle in footings as apparent structural support for toilet partitions and toilet room pony walls but does not appear to be referenced on the A sheets and may significantly impact coordination of footing & SOG construction if utilized. Attachmsnt:Submitted By Dana S. Teagardennj Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 4ft hours. Response By Frie Actual Return Darts From Arch Return Data to Sub CQ Number DEC. 23. 2001 (FRI) 16:15 BUCHANAN-CONSTRfflARMY/NAVY-SITS 7604343543 PAGE. 1/2 BUCHANAN CONSTRUCTION Buchanan & Buchanan Construction 300 Fischer, SteC Co«ttMew.CA 82828 (714) 2B8-01M F«x: (714) 288-0181 Request For Information ANADorm«Pw1dn0Urt zeOSCartabedBN Snn Oteflo, CA 32008 Job*; 2076 0 rnorw. uw;«w^o=»*i r**. \ I ouj **J" JPTJ To tSP / Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phona (948)6730300 Fax (949)6730267 CC cc RFI Number Rahrenc* DocupMnt* apacfffeatlon Swcffon Sunvnwry Drto Submitted to Arch: Required R««um Data: SubftFlf: 18 E-1.2.C-2 ConflmattonotChanoette LlghHng Ptan Q Termte Courts 1208^001 1A1/2D02 Question As per verbal direction of Roger Cellini, ANA, via phone call on 12/28/01; we are proceeding w/ procurement of fixtures and lamps to upsize the (4) type 7A lights in the tennis court area from 250 W to (N) type 7C 400 W (lamp watts). The cost impact associated with this change in scope is NTE $500 and either Lt. Col. Milter or Mr, Cellini plan to sign the change quotation upon their return from vacation on 01702/02. Per ANA's request we propose to locate the light poles outside the perimeter of the tennis court as per the attached sketch, FS-CQ-0020 but are unsure where the ANA property line is located with respect to the 10' chain link fence surrounding the tennis court. Please clarify the PL and confirm that trenching and light pole construction activities in this area are acceptable. Attaohmant; FS-CQ-0020 SutxniHad By Dana S. T«agaftten Subcontractors THIS |8 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any coat Impacts within 48 hours. Response By File Actual Rvtum Data From Arch R««um Date to Sub CQNumtMr JAN. 16. 2002 (SUN) 17:29 SUCHANAN-CoNSTRaARMY^AVY-S ITS 7604343543 PAGE. 1/7 BUCHANAN Buchanan * Buchanan Conttruqtton AND WOFlacher.SteC CONSTRUCTION -""S,— Fax: (714) 288J181 Request For Information ANA Dorm & Parking Lot 2606 Cariabad Blvd San Diego, CA 92008 Job* 2076 t>Phon« t/eo) 4*W5<N Fax (mo) ***aw3 To tBP / Architecture Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phorw (949)673^800 Fax (943)673^267 cc cc RFI Number Rafanm* Docunwiita Spacfflcailon Secaon Summary pate Submitted to Arch: Rwjufred Return Daw: Sub RFI*; 19 S Sheets Verification of Foundation A Framing Plans <£ Column Unea E SF i/i«d&z y1/ te/ D 2_ 1^002 O/C ^>2- / / Question Please see attached FS-RFI-0019 (6 pages total including field sketches and summary of assumptions). Please verify that my assumptions/interpretations are aligned w/ the design intent. Attachmmt; FS-RR.Q019 (6 pgs)Submitted By DanaS. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED «= THERE ARE COST IMPACTS Pleas* advise of any cost impacts within 48 hours, Response By File Actual Return Dat» From Arch Ratum Data to 8ut> CQ Number ransmittal Date: 01/30/02 To: 2605 Carlsbad Blvd. Carlsbad, CA 92008 Attn: Dana Teagarden Proj: Army and Navy Academy Jobsite ProjNo.: 99033.00 PC No.: 01-0285 From: Willis Fisher, tBP/Architecture cc: Bill Buchanan Architecture Planning Management Signature: Transmitting CJ | Change Orders CD I Prints CHI Construction Docs LD I Specifications CDI Copy of Letter CD I Submittal CHI Under Separate Cover HD I Shop Drawings EZHI Samples CD I Preliminary Drawings ClI Diskettes CH I Other Qty 1 ea. Description RFI's 19 thru 23. Message Dana, The above mentioned RFI's are considered to be dosed. As per the Project Meeting Report dated January 17, 2002, please review the attached RFI's for any outstanding items needing response. Willis Fisher a a en For Your Use Approved as Corrected Approved Correct & Return For Approval Please Return a a a U.P.S. U.P.S. Overnight U.P.S. 2nd Day Fed Ex a a O.C.B. Delivery tBP Delivery U.S. Mail JAN. 16. 2002 (SUN) 17:33 3UCKANAN-CONSTH*ARMY/NAVY-SITE 7604343543 BUCHANAN BUCHANAN CONSTRUCTION Request For Information Buchanan & Buchanan Conduction aWF^rmr.Stec Co*taMa«a,CA B2BM t714)M84!1W Fax: (714)268-0181 AN A Domi& Parking Lc* 2605 Carlatad Blvd San Diego, CA 92QOQ Jabft 2076 TO tBP / Architecture Dan Nolan 2300 Newoort Blvd Newport Beach CA 92663- Phone (949)673-0300 Fax (9^9)67^3267 cc cc RFI Number RefMvnce Document* Specification Section Stannary Date Submitted fa Arch: Required Rotum Data: Sub RFI ft 20 Verification of Foundation a Framing Ptana ft GridBnea B & D / i / -M\4&XSl (//HJ^-Z^ 1/3WOQ2 S/j-S/.vf ••t**'<*t't>* Question Please see attached FS-RFI-QQ20 (6 pages total including field sketches and summary of assumptions). Please verify that my assumptions/interpretations are aligned w/ the design intent , , 4~ Attaohmant: FS- RFI -0020 (6 pages)Submitted By PanaS. Subcontractors THIS 1$ NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Rraponaa&y File Actual Raturn Date From Arch Raturn Data to sub CQ Number JAN. 23- 2002 (SUN) 09:39 EUCHANAN-CONSTBaAHMY/NAVY-3 ITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan a Buchanan Construction UOFI*cn*r,8t*C Coal* Mesa, CA 92820 (714) 2684180 Fax: (714] 268-0181 Request For Information AN A Dorm & Parking Ual 2006 Carlsbad Blvd San Diego, CA 92006 Job*: 2076 To tfip/ Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phoo* {9J6)673-C3QO Fw (9^)67^3267 CC cc RFI Number Rftferofm DocumanU Apecfflotkm Sacf km Sivranaiy 0tf» submitted to Arch: Required Return Date: Sub RFI*: 21 Structural Verification of Etectrlcrt Room * 1 19 Door Layout WRT Structural Raqufrwrwnts 1/16^002 1/18/2002 Question As we discussed during the 1/17/02 project coordination meeting, please verify that leaving the Electrical Room #119 door as an exterior opening works structurally- it appears that additional framing and associated hold-downs may be required as the opening lies w/n a shear wall section. Please darify. If the door location must change due to structural requirements, both cost and schedule will be adversely impacted. Underground conduit into the electrical room has been installed, slurried, backfilled and compacted. THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 File Actual Return D«te From Arch Return Date to Sub CQ Number '/t /0-2, " •*' (feT&lLti*-£ £ i-t* T»- Submitted By Dans S. Subcontractors JAN. 18. 20G2 (TUE) 12:12 BUCHANAN-CONSTHaARMY/NAVY-SITE 7604343543 PAGE. 1/2 BUCHANAN CONSTRUCTION Buehwwn & Buchwmn Construction 3WFI«ch»r.SteC Costa MttM»CA 8MM (714)2184180 Fair (714J2M-0181 Request For Information ANADormaParttngLot 26D5 Curtsbad Bfvd Son Dbgo, CA 82008 Jot*: 2076 Ta tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (948)6734300 Fax (940)67^9207 CC CC RFI Number Rcforufic* Docunwirt* Specification Sacflon Summary Date Submitted to Arete RA^llInd Return p«t»; SubRPIft 22 A-8,s-i Onrtncatlon of TolW Room Partlton Wad Layout, Footlnoa, & Ralnrorcirrg 1/18/2002 1/18/2002 Question As per our verbal conversation, please confirm that partion (ie pony) walls in toilet rooms require 11 wide x 18" deep footing the length of the wall. Please also confirm that attachment of sitl plate to concrete curb is by shot pin. Please review the attached sketch FS-RFI-0022 and confirm that it reflects the design intent There is a cost impact associated with this change in scope. Footings and reinforcing steel were not indicated on plans. AttKhnwt FS-RFI-0022 Submitted By Dgn« S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Rwponw By File Actual Return Dat« From Arch RBtum Data to Sub CQ Number JAN. IS. 2002(TUE) 12:35 BUCHANAN-CONSTR«ARMY/NAVY-SIT£ 7604343543 PAGE. 1/3 BUCHANAN CONSTRUCTION Request For Information ANA Derm ftparttno Lot JoW, 207B Ban Dlago, CA 92000 Buchanan & Buchanan Contrucnon 380 FtocMr, Sta C CoftuMua.CA 02626 (714}2tt4llO Ftt; (714) 2«t*4>181 fcfnonc (790)43*9541 Fax; (/t»)<B<Kt>w TO tBP / Architecture Wjllls Fischer 2300 Newoort Blvd Newport Beach CA 92683- Phonn (049)673^000 Fax (940)673-9267 ^cq. cc RFI Numbai R«tar«nc« Doci SpecfflcattonS Sunrary Dateaubmttta RaqmrndReti uTwnt* ictkm d to Arch: mDlita: Sub RFI*: 23 Ctarmcatton or JanAor and Etecttlcal Room* Wai Uyout, Footings, a Reinforcing 1/18QQQ2 1/I8/2DCEZ Question As per our verbal conversation, please confirm that janitor and electrical room wails in toilet roorna require V wide x 18" deep footing the length of the wall. Please also confirm that attachment of sill plate to concrete curb is by shot pin. Please f©view the attached sketch FS-RFI-0023 ah<j confirm that it reflects the design intent. There is a cost impact associated with this change reinforcing steel were not indicated on plans. Attachment:Submitted ft Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED II Ptaaaa advtsa of any coat Impacts n scope. Footings and Dana S. Taagaftteft HERE ARE COST IMPACTS Within 48 hours. Actual Rstum Date From Arch Rwtum Data to Sub CQNumtor JAN. IS- 2002 (TUE) 15:11 BUCHANAN-CONSTHfcARMY/NAVY-S I TE 7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan & Buchanan Construction 360 Racher, Sto C Costa Mwa,CA B2B28 (?U) 2684180 Fax: (714) 7684181 Request For Information ANA Dorm & pitting lot Job*; 207$ 2605 Caifebad BM San Dhgo, CA 92006 To tBP/ Architecture 2300 Newport Blvd Newport Beach CA 92663- Phone (949)67^0000 Fax (949)673^267 ec RFl Number Reference DoctimMits Spedflortlon section Summery Date Submitted to Arch: Required ReftiHi Date; 24 S-1;A-1 Ptaase Clarify Foundations BuiWmg Curt UyoutetS-l^' Insets Along Ortdine *B' 1/18^2002 1/18OT02 Question Please Clarify Foundation & Building Curb Layout @ 5-1/2" Insets Along Gridline *B\ Sheet A-1 shows the curb inset; Sheet S-1 shows a different condition. Attachment:Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. RasponseBy File Actual Return Date From Arch Raturn Date to Sub CQNumbw JAN. 13. 2002(TUE) 15:11 BUCHANAN-CONSTR0ARMY/NAVY-SITE 7604343543 PAGE. :/l BUCHANAN BUCHANAN CONSTRUCTION Request For Information Buchanan * Buchanan Construction 350FI«ct>*f,S»eC Costa Mew, CA 02828 £T14) 288-0180 Fax: ANA Dorm & Parking Lot 26D5 Carlsbad BlveJ San Dltgo, CA 92006 Job*: 2076 vrmnK i/ouj *0*r<aD«n ra»; u«JJ *•>»-*>» To tBP/ Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phena (9«) 673^300 Fax (949)67^267 cc cc RFI Number Reference Document* Specification Section Summary Dale Submitted to Arch; Required Return Data: fiubRFI* 26 M-1,S-1,ASMs Details of Construction for Equipment pads In Mechanic* Room. 1/18/2002 1/18/3XC r°2~ Tti&JU* £//<? ), Question S-1 foundation plan notes equipment pads in mechanical room and directs Contractor to Architectural sheets. No reference to the details of construction for the equipment pads was found in the A sheets. Layout of equipment depicted on M-1 differs from layout depicted on A-1. Please also clarify which pieces of equipment require equipment pads. There is a cost impact associated with this change of scope. M-l £|«* R^t*.FiA*\ fw*- l/po-2. Attachmaiit;SubmHtod By Dana S. Taapardan Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. File ,,. .._y , . Actual Return Date From Arch Return Date to Sub CQ Number . *\liikn7 / 6" MIN ANCHOR BOLT FIN FLR a: • fr- I I> ^W-r,^ • * . --_'-_*-—-• ^ f ^ I \^ t r^ '"""" • ' " | **^^f p* 1/2" COMPRESSIBLE MATERIAL ALL AROUND #4 @ 12" E.W. TYP. UNO NOTE: SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: 1. LOCATION AND DIMENSIONS OF PADS AND BASES 2. DETAILS OF STRUCTURAL SUBS, SUPPORTS AND ISOLATORS. 3. LOCATION AND SIZE OF ANCHOR BOLTS. CONCRETE BASE AND SUB FOR EQUIPMENT JAN. 26. 2002(?RI) 15:50 BUCHANAN-CON3TR«ARMY/NAVY-SITE 7604343543 PAGE. 1/2 BUCHANAN AND \l CONSTRUCTION Buchanan ft Buchanan Conduction 3U Pitcher, $I»C Co«UMoM,CA 92*26 (714)288-0180 Fax: (714)268-0181 Request For Information ANA Dorm & ParMH9 Lot Jot*: 2076 San Otogo, CA 92006 •prnanc; \rcuj *w*-on**i rw. \ivuj *w«i-jo«w Dan Nolan 2300 Newport Blvd Newport Beach CA 92663- Phone (948)6730300 F« (W6) 673*287 CO cc RFI Number Reference Document* Specification Section Summary Date Submitted to Arch; Required Return Data: Sub RFI ft 26 B-1Q.S-1 Ratf to Bltn. » TO - Modify Efec Rm 119 Door for Sheaf Wall 4 to Mln Modofln-PtocaWorK 1/2B/2Q02 \ 1/202002 Question Refer to field sketch FS-RFI-OQ26 for the layout of work already 'in-place* at the 1 st floor Electrical Room #119 and for the suggested modified layout and swing for the door. Please confirm that this layout meets the requirements of applicable codes and regulations and direct Contractor accordingly. There are additional costs associated with this change to the in-place work. These costs will include, but are not limited to, labor to hand dig (soil & slurry) to expose conduit (back to the sweeps), re-work conduit to provide sufficient door clearance, disposal of excavated spoils, placement of slurry (most likely the entire excavation due to the difficulty of obtaining 95% compaction in this constrained area with a hand wacker on native soil), changes to the door/frame/hardware, & changes associated with relocating the 3' backboard. To minimize negative impact to the construction schedule this re-work must commence immediately. Work was put In-Place IAW verbal direction from ANA, BuUotirUffi- BuUotoJtlO.^Dd Afchiiectural layout Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hoi RwponscBy iA J3.il i Flic Actual Raturn Data From Arch Return D*t« to Sub CQ Number JAN. 29- 2002(SAT) 03:56 BUCHANAN-CONSTRfflARMY/NAVY-SITE 7604343543 PAGE. I/I BUCHANAN AND BUCHANAN CONSTRUCTION Request For Information Buchanan A Buchanan Comtrudton 3ttFt*ch«r,St»e (714) US-DIM Fax: (M4)20M181 ANA Dorm 4 ParWno U* ZCQSCwtobBdBlvd San Ot«0o, CA 9JQQ6 Jot*: 2078 Fax: To tBP / Architecture Dan Nolan 2300 Newport Btvd Newport Beach CA 92663- PhQftt (S4B]6rXGOO Fax (EMB) 67MO87 cc cc RFI Number Rafartnca Docummi* Specirfcatkwi Soeflon Summary Date Submitted to Arch: Rmfulred R«turn Date: SuORFIft 27 Soils Rpt. 8 Shis PIMIW» Confirm SE » *30 h Aocapubto « 'Cl««n Samf for 7 Sand Under soo 1/2SQCD2 1/280002 Question Section 3.7 "Interior Slab8-On-Grade" calls out a requirement for 'moist clean sand' under the SOG. No reference to an SE value was found in either the Soils Report, the Specifications or the Structural Notes/Details. Please confirm that a sand equivelant SE = +30 fill sand is acceptable. -Ng. AttachfTWOt:Submitted By D*|* 8. Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 4* hours. - * Reoponea By // Flte Actual Rrtum Data From Arch Ratum pcto to Sub CQ Mumlwr FEB. 12- 2002 (SAT) 17:0!BUCKANAN-CONSTB4AHMY/NAVY-BITE 7604343543 PAGE, BUCHANAN AND CONSTRUCTION Buchanan A Buchanan Construction 380 FUchw, St« c Coata Mesa, CA 82626 (714) 268-0180 Fax: (714)268-0181 Request For Information ANA Dorm & Parking Lot JoW: 2076 2606 Carfabad Blvd San DtoffO. CA 82006 JfcHBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (043) 6730300 Fax (B49) 67^3267 CC cc RFI Number Reference Documents Specification Section summary Date Submitted to Arch: Maqiflnti Return Date: Sub RFI ft 29 E Sheets 16000 Confirmation that A-B switching la not required #12/2002 2/13/2002 Question As per our verbal conversation, this RFI confirms that A-B switching is not required for the dormitories lighting to comply w/ Title 24. The section referenced in the subcontractor RFi pertains to commercial applications and this is a residential application. Please provide written confirmation. Submitted By Dana S. Taaganten Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Response By Flta Actual Return Date From Arch Return Date to Sub CQ Number FEE. 12- 2002 (SAT) t7:00 BUCHANAN-CONSTRaARMY/NAVY-SITE f 7604343543 CONSTRUCTION Request For Information PAGE. 1/2 MflM, CA 8&26 (714)268-0180 Fax: (714) 268-0181 ANA Dram* Parking Lot 2606 Carlsbad Blvd San Diego, CA 92008 Jott*: 2076 T«^BP / Architecture 2300 Newport Blvd Newport Beach CA 92663- Phone (949)67^0300 Fax (949) G7342B7 CC RFI Number Reference Documents Specification Section Sunwmry Date Submitted to Arch: Required Return P«t«: n -^ DB1 •* 31 S Sheets Confirmation of R*tnr Conftguratton at BuftcHng Curb/Footlng/SOG Jimctum 2/12^002 2/2&XB2 Question At the request of the Deputy and City Inspectors, please provide written confirmation that the attached rebar configuration is structurally acceptable. This configuration was verbally accepted by the Structural Engineer at the coordination meeting and was originally submitted as part of the sketches accompanying RFI # 0020. TO Attachment: FS-RFI-0031 Submitted By Dana S. Teqgarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Response By Flic Actu«l Raturn Date From Arch R*turn D>t« to Sub CQ Number E3. 12- 2002 (SAT) 17:01 BUCHANAN-CONSTR«AHMY/NAVY-SITE 7604343543 PAGE. 1/3 BUCHANAN AND BUCHANAN CONSTRUCTION Request For Information Buchanan & Buchanan Construction Corta M*M, CA 82828 (714) 26B-01M Fax: (714) 288-0181 ANA Dorm 4 Parking Lot 2GD6 Carlsbad Btvd San Olego, CA 92006 Jot*: 2076 ^J^BP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phons (9«) 573*1300 Fax (849)673^267 cc cc RFI Number Reference Pocumente Specification Section Summary Pit* Submitted to Arch: Required Return Pite: Sub RFI »: 32 SD-2 Pre-fabricatad Shear Blocks In Iteu oT Datall 21/SD-2 2/12^002 2V1 3/2002 Question As per verbal conversations between the Roof Truss Manufacturer and the Structural Engineer, roof trusses were designed as per Details 8 & 1 7/SD-2 (I.e. w/ the 'tail' factory rather than field fabricated). The attached (2) calc sheets for prefabricated shear blocks in lieu of the field fabricated shear blocking/sheeting depicted in Detail 21/SD-2 were verbally approved by the Structural Engineer. Please provide written confirmation that the attached are acceptable. ffe Attachment: FS-RFI-0032-001 &-002 Submitted By Dana S. Teagarden Subcontractor* THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 Response By File Actual Return Date From Arch Return Dote to Sub CQ Number FEB. 12- 2002 (SAT) 17:03 BUCHANAN-CONSTR-3 ARMY/NAVY-SITE 7604343543 PAGE. 1/3 BUCHANAN AMD CONSTRUCTION Buchanan I Buchanan Construction 360 Fischer, Ste C Cod* Maaa, CA 82826 (714) 2S8-01BQ Fax: (714) 268-0181 Request For Information ANA Dorm & Parking Lot SSECartetffldBlvd San Dl«go, CA 92006 Jot*: 2076 ornone: t /ouj *>KK>HI rax; \/ouj<*a<wou >T6 tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phona (949)673^3300 Fax (948)673-9267 cc cc ^^— ». ^— " -— *_. RFI Number Rftforonca Documents Specification Section Stannary Date Submitted to Arch: Raqulred Return Date: Sub RFI ft 33 4 A & S Sheets Clarification or Balcony Joist Connection at GridUne D; Quantification of Schedule Impact 2/120302 2/1MQ02 Please clarify the structural connection required at the West Stairs (GL -1 to GL 1); the Toilet Rooms (GL 3-4, GL 8-9, GL 13-14); and at the East Stairs (GL 14- 15). Attached sketch FS-RFI-0033-001 depicts the connection we verbally discussed. Please confirm that this connection detail is acceptable./#/* ev/uBulletin #12 addresses the Balcony Joist Connection only in areas where the TJIs run parrallel to the numbered Gridlines. 5e€- "As we discussed today, an alternate connection detail in the areas addressed by Bulletin #12 which eliminates the 'lap' of the Balcony Joists w/ the TJIs would eliminate/minimize the negative schedule impact imposed by the delay in steel fabrication. The delay in steel fabrication is directly related to the delay in resolution of the issue of balcony deck sloping. -B*tO*UY FPAfVUK)6 <£«AUFS-RFI-0033-002 depicts one potential solution and was suggested by the City Building Inspector. This solution also meets TJPs manufacturer's recommendation to utilize engineered lumber products rather than dimensional lumber for blocking and rim joists (to minimize the risk of shrinkage associated w/ dimensional lumber). ^*~*. ^^ ^+-~>*^ - '^"^arooi &T002 Submitted By Dana S. Teagardan Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Plaase advise of any cost impacts within 48 hours. Response By File Actual R«tum Date From Arch Roturn Data to Sub CQ Number FEE-15-02 10:37 AM JAMKAR IHC.250 152T P . 62 o (N V) K *z 4- fit -> J FEB. 12- 2002 (SAT) 17-.05 BUCHANAN-CONSTR3ARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan A Buchanan Construction 380 FlKhnr, St« C Costa MM*. CA 92628 (714)268-0180 Fax; (714) 268-0181 Request For Information ANA Dorm A Parkins Lot Job* 2076 2605 Cartebad Blvd San Diego, CA 92QCB » ^*"IBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92863- Phone (9«} 673<aOO Fax (a«)67aS267 CC cc RFI Number Rabrence Documents Specification Sactlon SurnnMry Date Submltt«d to Arch: Rttqulred Return Date; SUP RFI*; 34 SD-3; S-1 CanflrmaUon that Detail 3/60-3 to Applteabl* 6 1st Floor Windows 2/12^002 2/13^002 Question As per our verbal conversation, please confirm that Detail 3/SD-3 is applicable at 1 st floor windows. This detail is indicated on S-2 for 2nd floor windows but is not referenced on S-1 for 1st floor windows. There is a potential cost impact associated with this change in scope. Attachment:Submitted By DgnaS. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. —., Response By f/J, ^ " ' ^""'Ir "« • Err"' Plte Actual Return Date From Arch Return D«te to Sub CQ Number FEE. 12- 2002(SAT) 17:05 SUCHANAN-CONSTR0ARMY/NAVY-3ITF 7604343543 PACE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan & Buchanan Construction 360 Fiacher, St« C Costa Man, CA 92628 (714)268-0180 Fax; [714) 2S841R1 ANA Dorm & Parking Lot 2605 Carlsbad Blvd San Diego, CA 92008 Job Phone: Job*: 2076 Tax: 3* tBP / Architecture Willis Fischer 2300 NewpofVBlvd _. Newport Beach CA 82663- Phone (&4S) 673-0300 Fax ffl49) 67SS267 cc ___ ^ _ cc RFI Number Reference Documents Specification Section Summary Date Submitted to Arch: Required Return Data: Sub RFI*: M & S Sheets Clarification of Combustion Air & Ventilation at Mechanical Room 2/12/2002 2/20/2002 Question Per verbal conversation w/ Don Street, Nack Engineering, the following issues require resolution: 1 . Permit drawings show 8x8 combustion air which was eliminated. Please verbally confirm for the City Inspector's reference. 2. The (2) 'B' vents at the Mechanical Room do not require a rated shaft. Please clarify the intent of this directive. £l*P^T T^ P^flr)A>O -f*^ 6TTV 3. Please provide the 'gooseneck1 detail suggested by Don in lieu of a curb detail at the roof, - J?fcFfcft- 7o AND lAAH? To AQQ I-H-C Attachment;Submitted By Dana S, Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours, Response By File Actual Return Dale From Arch Return Date to Sub CQ Number F,B.14.2CC2(M0N, -.6,34 BUCHANAM-COKaTMAB-Y/NAW-elT. 7604343543 PAGE. 1/1 BUCHANAN AND Buchanan A Buchanan Coiwtructlon 3«l Fischer, SteC CONSTRUCTION Request For Information Fax: ANA Dorm 4 ParWnc Lot 2606 Caristwd Blvd San Dteflo, CA 32003 Job*: 2076 To tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (WB) 67343300 Fax [9^6)673-9267 CC cc RFI Number Inference Docunwtit* Specification Section Summary Date submmed to Arch: Required Return Date: Sub RFI*: 36 A, S & E Sheets Clarify Block-Out Q Electrical Room #219 2/14OT02 2t»2002 Question Electrical Room #219, as shown on A-1 and E 2.2 appears to have a block-out or false wall. Please clarify if this is a block-out and the purpose. Attachment:Submitted By Dana s. Subcontractors THiS IS NOT AUTHORlZATiON TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hou/s, Response By FHe TRKL Actual Return Data From Arch R0turn Date to Sub CQ Number FEB-15-Q2ei:25FM -JAMKftRINC.P . JAMKAR ENGINEERING Civil & Structural Engineers 4931 Birch St. Newport Beach. CA 926Mt (949) 250-0522, Fax (949) 250-1527 Jn,L SHEETWO CALCULATED BY. CHECKED BY . SCALE T /<> IT FEB. 15. 2002 <TU£) 09:16 BUCHANAN-CONSTR4ARMY/NAVY-SITE 7604343543 PAGE. I/I ty BUCHANAN AND HANAN CONSTRUCTION Buchanan & Buchanan Connructton 360 Flacfwr, Ste C Corta Mesa, CA 92*28 (714) 258-0180 fn; (714) 280-0181 Request For Information ANA Dorm A Parfdng Lot Job* 2D7B 2606 Cartebad Qlvd Sen Diego, CA 92008 1 ^t&P / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (9491673000 Fax (949)673-9267 cc cc RFI Number Reference Document* Specification Section Summary Data Submitted to Arch; Required Return Date: SubRFI* 37" s-t S-l, Floor Framtng Plan, Between QL t4 & 1S Cads tor 12x Bewna, Shouldn't Those be 14* Members? #14*2002 2/20/20D2 Question S-1, Floor Framing Plan, between GL 14 & 15 calls for 12x Beams, shouldn't these be 14x members? If these are 12x beams, please clarrfy Detail 5/SO-2 in this application. l-f 37 Atbchnwnt Submitted By Darn S. Taagardan; - Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impact* within 48 hqufs> Response By File Actual Return Date From Arch Rotum Data to Sub CO Number FEB. 14. 2002(MOM) 16:36 BUCKANAN-CONSTSaARMY/NAVY-SITE 7604343543 PAGE. 1. Afar BUCHANAN AND CONSTRUCTION Buchanan A Buchanan Construction 380 Fl«cher, Sla C Coat* M««», CA 92626 (714) 2M4180 Pax: (714) 298-4181 "0 - - Request For Information ANA Dorm a ParWna Lot 2SC6 Carlsbad Blvd San Diego, CA &20QB Jot*: 2076 To tBP / Architecture Willis riscner 2300 Newport Blvd Newport Beach CA 92663- Phene (946) 673<HCQ Fax (919)673^267 cc RFI Number Reference Document* Specification Section Summary Dale Submitted to Arch: Required Return Date: 38 A-8, S»1 East Stairs, Clarlftcatfen oT Elevation View 2/14O002 2/20/2002 Question At the East Stairs, the Elevation (Detail 1/A-4) view depicts a flush ceiling at the 1st floor and (2) windows at the 2nd floor. The stair sections (Details 7 & 8/A-8) depict the 2nd floor landing opening directly onto the balcony. Sheet S-1, Floor Framing Plan, calls out a 6x8 header at the stair well, implying that the rough opening for the stairs will be similar to the door rough opening heights. Please clarify the East stairs. Should a 6x14 header be installed in this area instead? Attachment:Submitted By Dana S. Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 Response By File Actual Return Dote From Arcri R«tum O«t« to Sub CQ Number FEB. 14. 2002(MOW) 16:36 BUCHANAN-CONSTRfflARMY/ttAVY-31TE 7604343543 PAGF. 1/1 BUCHANAN AND Buchanan A Buchanan Construction 360 Flactor. Sto c CONSTRUCTION FM: (714) 268-0161 * Request For Information ANADorroAParMnoLot Jot* 2076 2605 Carlsbad Bivd San Dfago. CA 92006 f\ f# tBP / Architecture 1 Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Pharta (8«)673<QQQ Fax (940) 673*267 CC CC RFI Number Reference Documents Specification Section Summary Date Submitted to Arch: Required Return Data; Sub RFI ft 39 £ s Sheets Please Clarify Beam to Beam Connection Details at Balcony 2K4J2002 2/2CV2Q02 Question Please clarify the Beam to Beam connection details at the balcony in the following areas; 1. Gridiine D at GL 3, 4, 8, 9, 13, & 14 where 6x12 intersects wall at 2nd Floor 2. Gridiine E at GL 3, 4, 8, 9, 13, & 14 where 6x14 intersects 6x12 at 2nd Floor 3. Gridiine D at GL 3, 4, 8, 9, 13, & 14 where 5-1/8x13-1/2 GLB intersects wall at Low Roof 4. Gridiine E at GL 3, 4. 8, 9, 13, & 14 where 6x14 intersects 5-1/8x13-1/2 GLB intersects wall at Low Roof . 70 7 These clarifications were requested by the City Building Inspector. Attachment:Submitted By DanaiS. Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 Response By File Actual Return Date From Arch Return Date 1o Sub cq Number FEB-15-02 01:25 PM JftMKAR INC.5@ 153T P. 03 JAMKAR ENGINEERING Civil & Structural Engineers 4931 Birch St. Newport Beach, CA 92660 (949) 250-0522, Fax (949) 250-1527 .rOB__.^L?r' SHEETNO CALCULATED BY. CHECKEDBV SCALE ..,..-. OATE^Y^V*2-2" DATE. -TO '-3 V) O x / f U AT £>el W -To FEB-15-02 S5:3T PM JAMKAR INC.50 1 5 2 T P . O2 -2 0v) Ul oina. 2 CD h- LJ Q FEB. 14. 2002 (MON) 16:37 SUCHANAN-CON3TR4ARMY/NAVY-3 ITE 7604343543 PAGE. 1/1 BUCHANAN AND BUCHANAN CONSTRUCTION Request For Information Buchanan & Buchanan Construction 3M Flicher, Sta C Costa MM*. CA 8M28 (714)268-0180 Fax: (714)26B-Q181 ANA Dorm & Parking Lot 2605 Carlsbad Btvd San Diego, CA 32DDB Job#: 2076 TO tBP / Architecture in /-if P[_.«L.^.wiiiis nscner 2300 Newport Bfvd Newport Beach CA 82663- Phone (849)6730300 Fflx {949)673-9267 cc RFI Number Reference Documents Specification Section Summary Dote Submitted to Arch; Required Return Date: 40 w Bltn12,SD-2 Minimum Lengtth of Lap Required 2/1*30O2 2/202002 Question Please clarify the minimum length of lap required where the balcony ceiling joists meets the TJI in the floor framing. This clarification was requested by the City Building Inspector. Attachment:By pana S. T^agarden / Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Response By FUe Actual Return Oat* From Arch Return Cute to Sub CQ Number FEB-15-02 10:33 AM JAMKAR 25S 151 P. ©4 en FEB. IS- 2002 (FBI) 14:33 BUCKANAN-CONSTR*ARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN BUCHANAN CONSTRUCTION Request For Information Buchanan & Buchanan Construction SGflFtecher.SteC CoiUMeM.CA 92828 (714) 2W-B18Q Fax: (714} 268-0181 ANA Dorm & Parking L« 2605 Carlsbad BM San Diego, CA 92006 Job*: 2076 jWtBP / Architecture Willis Fischer 2300 Newport Btvd Newport Beach CA 92663- Phon* (&#) 673-OaOO Fa* (S40)673«267 cc CC RFI Number Raferenco Docuimnte Specification Section Sunrnwry Date Submlttad to Arch: Required Ratum Date: Sub RFI*: 41 S & P Sheets Maximum Hote Size Diameter for PenatraHon of To»et Room Structural Members Monsxa. 2/2&20Q2 Question Please provide maximum hole size diameter for penetration of 2x6 structural members at GL 3, 4, 8, 9,13, & 14. 2-9/16" diameter hole required for water main feeding toilet room fixtures. Attachment:SubmfttodBy Dana 5. Teagardan / Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours, Response By Ftte Actual Return Date from Arcfi Return Date to Sub CQ Number FEB. 13. 2002 (FHI) 14:41 BUCHANAN- CON8TH«ABMY/NAVY-S I TE 7604343543 PAGE. 1/2 BUCHANAN CONSTRUCTION Buchanan & Buchanan Construction 3 50 Fischer, Ste C Costa Mesa. CA 92626 (714)2684180 Fax: (714) 268-0181 Request For Information ANA Dorm & Parking Lot Job* 2076 2605 Carlsbad Btvd San Dtege, CA 92008 p 3* tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phorw (S40) 673O300 Fax (949)67*6267 CC cc RFI Number Reference Documents Specification Section Surmwy Dat« Submitted to Arch: Required Return Date; Sub RFI * 42 P-1,PF-1 Water* Fire Prol Routing® 1st FT. Schedule Impact 2/18^032 2*90002 eicflonPipe >orC«!iing; afFIre Question See attached FS-RR-0042. If installed as specified, it appears that there will be a spatial conflict between water & fire protection piping with respect to the rated shaft at the mechanical room and the structural constraints for hole penetrations of the TJIs. Installation of water piping will begin upon clarification of these layout issues. Installation of fire protection piping is subject to approval by City of Carlsbad Fire Marshall. Completion of 1 st floor TJI installation, completion of floor sheeting and commencement of 2nd floor framing will not occur until water piping & fire protection piping are installed; thus the project schedule is adversely impacted Please advise. t»fe*z. T**/*0 NAPfc-, AlAol* t Attaclinwmt:Submitted By Dana S. Teagarcten Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 Response By Fife Actual Return Data From Arch Return Data to Sub CQ Number FEB. 19. 2002(FH1) 14:54 BUCHANAN-CONSTR«AHMY/NAVY-BIT!7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Bucharan & Buchanan Convtructfon 360FI*ch«r,SteC Costa Nfen, CA 02620 (714) 268-0180 FAX: (714) 208-0181 Request For Information ANA Dorm & Parking lot San Diego, CA 82QQB Job Phone: (760)434-3541 '. 2* tBP / Architecture Willis Fischer Job* 2076 Fax: (760) 4343&O 2300 Newport Blvd Newport Beach CA 92663- Phone (949)67M300 Fan (949) 8T3&267 cc cc RFI Number Reference Docurmnt* Speclflcatton Sactton Summary Date Submtttad to Arete Required Return Dale: SutiRRft 43 3/SD-3; M-1 ; Bulletin # 11 Conflict at Totfat Rooms Btwn Window & EF 1 Lvr; Clartfy Install of EF1 In Celling at 1st Floor 2/18/2002 2/200002 Question Please clarify the installation of EF 1 in the ceiling at the 1 st floor in the toilet rooms. At the 1 st floor ceiling in the toilet rooms, a conflict occurs between the window and structural strapping (Detail 3/SD-3) and the rough opening required for installation of the 30x1 4 louver associated with EF-1 . MO* Attachment Submitted By Dana S. Taagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE C Please advise of any cost impacts within 48 hours. Response By OTTI IMPACTS FII0 Actual Return Date From Arch Return Data to Sub CQ Number FEB. 18. 2002(FRI) 15^57 BUCHANAN-CON3TH«ARMY/NAVY-SITE 7604343543 PAGE 1/2 BUCHANAN AND Buchanan & Buchanan Construction 360 Fischer. Sto C CONSTRUCTION Fax: {714) 2ft8-0181 Request For Information ANA Dorm & Parking Lot Jot*: 2076 2605 Carlsbad Blvd San Diego, CA 93QQ6 flawityt tBP / Architecture Willis nscner 2300 Newport Blvd Newport Beach CA 92663- Phon« (940)673000 Fax (349)673^257 cc RFI Number Reference Documents Specification Section Summary Date Submitted to Arch: Required Return Date: 44 A-7 Clarification of Lower Plastic Lockers in Dorm Room Foyers 2/ie/20Q2 226UQQ2 Question Based on information provided by the manufacturer, Lenox Lockers cannot provide the small 'cabinet like' framed 20" high lockers that are shown on Sheet A-7 elevation drawings underneath the countertops. As per the attached information provided by Lenox Lockers, these lockers are available with a bench top in a group of three frames rather than the four shown. The Lenox system does not provide the four foot length indicated on the elevation drawings. Please adviso. Attachment; FS-RR-0044 SubmNled By Dana S. Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pleas« advise of any cost impacts within 48 hours. Response By File uuuia.^. * JIM Actual Return Date From Arch Return Date to Sub CO Number FES. 19. 2002 (SAT) l5:29 BUCHANAN-CONSTR«ARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan & Buchanan Comrtruettan 360 Ftecher. Ste C CoBtaMw.CA 82626 (714) 268-0180 Fax: (714) 268-*181 Request For information Jot*: 2076 Fax: (760} 4363643 ANA Dorm & Parking Lot 28O5 Carlsbad Blwd San Dtego, CA 92008 Job Phone; (760) 434-3641 '"** tBP/Architecture Willis Rscner 2300 Newport Blvd Newport Beach CA 92663- Phone (848)673-0300 Fax (949)67*3267 CC cc RFI Number Reference Documents Specification Sacllon Summary Date Submitted to Arete Required Return Date: Sub RFI ft 45 E-3.1 Location & Quantity of Fire Alarm Pull Station? (If Required) 2/1W2002 2/2&20Q2 Question Fire alarm pull stations are not sho\Affi on the signal plan, Sheet E-3.1, nor were they depicted on the approved fire alarm signal shop drawings. Are pull stations required? If so, how many and where should they be located. 1*9 Attachment;Submitted By Dana S. Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 Response By File Actual Return Date From Arch Return Oato to Sub CQ Number FEB. 20. 2002 (SUN) 07:03 BUCHANAN-CONSTRfcARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan 4 Buchanan Construction 360 Rseher, sta C COMB MOM, CA »M28 {714} 269418ft Fax: (714) 288-0111 Request For Information ANADomaParMr*Lot Job* 2076 2605 Carlsbad Blvd >, CA 32008 JQO rrwrm; (/oj| <u*-o?w r^K l«ouj *kwoo*w '. TO tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (940)673^X300 Fax (&49)67>S2e7 CC cc RFI Number Rvtorance Document* SpecKlcatlon Sactlon Summary Date submmvd to Arch: Raquli«<t Return Date: Sub RFI ft 46* S-1&2, Struct. Calcs Clarification of Sneer Wall Locations 0 GL C, 2nd Flow A Meen Room N Watt, 1st Floor 12/102002 2^20/2002 Question 1. Is there shear between GL 14 -15 @ GL A on the 1 st floor (North wall of Mechanical Room)? Shear is shown on the 2nd floor above but not on 1 st floor. 2, Does the interior wall at GL C on the 2nd floor require shear? If so is it similar to the 1st floor shear layout? Attaohment;Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. File Actual R**um Data From Arch Raturn Data to Sub CQ Number FEB-20-S2 10:19 AM -JftMKAR INC.152T P. 02 JAMKAR ENGINEERING Structural Engineers 4931 Birch St. Newport Beach, CA 92660 www.jamkar.cont Tel. (949) 250-0522 Fax. (949) 250-1527 RESPONSE TO RFI # 46 RFI NO: 46 REQUESTED BY: tBp/Buchanan DESCRIPTION; Shear Walls RFI DATE: 2/20/02 RE: Army Navy Academy Our Project No. 000IOC RESPONSE DATE: 2/22/02 RESPONSE: 1. No, there is no shear wall on the "T1 floor. Shear wall on the 2nd floor is OK. 2. No. SUBMITTED BY: JAMKAR ENGINEERING J. Karim Ilosscinzadeh, SE FEB. 20. 2002 (SUN) 1 0 : 32 :UCHANAN~CON3TR'SARMY/NAVY-3ITE 7604343543 PAGE. 1 BUCHANAN AND V CONSTRUCTION Buchanan A Buchanan Conatructlon 360 Fischer. SteC CortiMeM.CA 92B20 (714) 268-0180 Fax: (714) 2C8-0181 Request For Information ANA Dorm & Parting Lot Job*: 2076 2605 Carlsbad B]vd San Diego, CA 92006 Job Phone: (700)43*3641 Fax: TO tBP / Architecture Willis Fischer „ 2300 Newport BJvd Newport Beach CA 92663- Phone (949) 07X000 Fan (9«)67aS267 RFI Number Reference Documents Specification Section Summary Windows cc cc Date Submitted to Arch: Required Return Date; Sub RFI*: Revised Window Stzvs - Cannot Be Manufactured - Pimm Advise 2/202002 2/2QGQQ2 Question Please refer to the attached faxes from La Mesa Glass and Traco Windows requarding the manufacturabtlity of the revised window sizes. The revised heights, per Bulletin #11, will network. Type RO Required (min) A 46" B & C 50" D 44" Traco also made other suggestions to remedy the issue. Please advise immediately. 1st floor framing, including window headers and sills at ROs per Bulletin #11 are in place. Changes to window ROs will have a cost impact. Attachment:Submined By Dana S. Taagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Reapon&aBy File Actual Return Data From Arch Return Date to Sub CO Numb*r FEE. 20. 2002 (SUN) 1 S : 06 BUCHANAN-CONSTRfcAKMY/NAVY-SITE 7604343543 BUCHANAN CONSTRUCTION Buchanan 4 Buchanan Construction 3MFiachor.StoC Costa Maaa, CA 92619 (714} 26B41BO Fax: (714) 269-4181 Request For Information ANA Dorm & Parking Lot 2605 Carlsbad Blvd San Diego, CA 92006 Job Phone: (760)434-3541 J*H*P / Archjtectjre Willis Fischer 2300 Newport Blvcf JoW: 2D76 Fax: (760) 434^3543 Newport Beach CA .92663: _ Phone (94&)g7S<ODO Fax (94S)S7fr3267 cc. Army and Navy Academy Roger Cellini CC La Mesa Glass Scott Hildreth RFI Number Raference Document* Specification Section Summary Date Submitted to Arch: Required Return Dale: Sub RFI if. RavisiorttoRFI47- Revteed Window Sizes - Solutions - Cost & Schedule Impact 220/2002 Question This RFI supersedes RFI 47. Please refer to RFI 47 for informational faxes from La Mesa Glass & Traco Windows. Please also realize that shear paneling, including strapping at the windows, is slated to begin on 2/21/02. This issue adversely affects the construction schedule not only from the stand point of redoing work already in-place & holding up work scheduled to begin but also by further delaying the manufacture of windows. Currently the windows have a 12 -14 week lead time & the manufacturer has informed La Mesa Gtass that further delays will have a WORSE THAN day for day impact. Finally, the specified screen manufacturer, Keystone Industries, has already refused to fabricate half-screens, has verbally indicated to La Mesa Glass that they 'wish they'd never bid this job,' and has become very unresponsive WRT returning phone calls & furnishing information. Please refer to the attached memo summarizing potential solutions to date. Attachment:Solutions Narrative Submitted By Dana S. Teggardan Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Plaase advise of any cost Impacts within 46 hours. Response By File Actual Return Dale From Arch Return Date to Sub CQ Number x Transmittal Date: 2/21/02 To: Army and Navy Academy 2605 Carlsbad Blvd. Carlsbad, CA 92018 Fax No.: 760-729-9274 Attn: Roger Cellini Proj: Barracks #1 Proj No.: 99033.00 From: Willis Fisher, tBPIArchitecture cc: Dana Teagarden # pages: (20) pages including this cover sheet Architecture Planning Interiors Management TRANSMITTING STATUS I—i Change Orders H RFI's 47 & 48 I—i Specifications [~~11 Copy of Letter j"~1 Telephone conversation Urgent For Review Please Comment Please Reply NOTES/COMMENTS Roger, Here are our options for windows. Option 1: 1. Keystone Industries, (screen supplier) can provide the original window specified with exception to the HC-50 rating. (Keystone offers HC-40) HC^Heavy commercial 40=testing results. 2. The lead time for delivery would be 9-10 weeks. Option 2: 1. Traco can provide the original specified window for types "A" & "D" but only with 1/8" glazing. Window types "B" & "C" will have to be series 9000, which has an HC^5 rating and 1/8" glazing, to fit in existing openings. 2. Rep. from Traco said that the specified screens will work with Series 9400 and 9000 windows but should be verified prior to ordering. 3. Lead time for delivery would be 10-12 weeks. Note: all screens will be full size and have been quoted as full sized screens. tBP/Architecture 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 9267 In response to RFI 48: If a decision is made today then there should be no delay in the Contract Time. I also believe there would be a cost savings, in regards to the Traco system, for changing the glazing from 1/4" to 1/8" tempered glazing, as well as, changing window types "B"&"C" to Series 9000.1 also think the lead time could be less than 12-14 weeks per Traco Rep. Furthermore, I spoke to Sherilyn Cockroft, President/Westport Innovations, who is providing quotes for the Keystone screens and windows and is working with Scott Hildreth, La Mesa Glass, to provide quotes and data for windows and screens. She said she has no recollection of anyone stating to La Mesa Glass that they wished they'd never bid this job. Sherilyn has been more than responsive to ANA needs and in fact will be providing quotes for windows to La Mesa Glass today after learning of our situation only last night. Please review the attached information and let me know of your concerns. Sincere Willis Fisher Page 2 FEB. 25. 2002 CFRI) 14:04 BUCHAMAN-CONSTR-2ARMVXNAVY-3ITE 76C4343543 PAGE 1/1 BUCHANAN AND CONSTRUCTION Buchanan A Buchanan Construction 360 Fischer, SteC Costa Mesa. CA 92826 (714) 288-01*0 Fax: (714) 2884181 Request For Information ANA Dorm & Parking Lot Job*; 2076 26D3 Carlsbad Btvd San Diego, CA 92008 i*HBP / Architecture 2300 Newport Blvd Newport Beach CA 92663- Phone (949)3734X300 Pax (949)673^267 CC RF1 Number Reference Documents Specification section Summary Date Submitted to Arch: Required Return Date: 49 A-6, E-1,Bltn*7 Toilet Room Light Layout; Are Modifications Required Based on Bulletin #7 2/2S2DQ2 3/11/2002 Question Bulletin #7 does not reflect changes to lighting layout in toilet rooms. Please advise if additional fixtures are required or if fighting layout should be modified to provide sufficient lighting in toilet rooms. Attachment;Submitted By DanaS Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 houro. Response By Actual Return Dete*Fic:.-Ji, cfi Return Date to SuD CQ Number File GLP Karjala / Kulonis, Inc. Mechanical and Electrical Engineers FAX TRANSMITTAL DATE: February 28, 2002 TO: tBP/Architecture ATTENTION: Willis Fisher FROM: Joel Brandts PROJECT: Army Navy Dorms GLP KARJALA #: 00010 Description: __ TOTAL PAGES FAXED; 2 Sketch of Shower/Toilet Room Remarks: I've revised the layout of the six fixtures (see attached). P:\CUENTS\TBP AreniiertufB^Army Nawy\Dom>8"COOlO\Doajmonl3\Q228a2-lBP-Memo.Qoe 3185-C Airway Avenue • Costa Mesa. CA 92626-4601 • Phone: 714-751-1851 • Fax: 714-751-4216 - www.glpk.com 361 Sunrise Avenue * Stevensville, MT 59870 . Phone: 406-777-1616 • Fax; 406-777-1617 .r r DORM I lie-" I DORM O V SH.D'A/ER/ <" «© ELEQr iln rf <] <fl -*i E^^n1 CQVERECQVALKWAY DORM ACCESSIBLE DORM O .r FEE. 25- 2002 (PHI) 14:11 BUCHANAN-CONSTKffiASMYyNAVY-3 I 7E 7604343543 PAGE, 1/1 BUCHANAN BUCHANAN CONSTRUCTION Request For Information Buchanan & Buchanan Conttrucllon 3M Flacher. Ste C Costa Me», CA 92826 (714) 268-0180 Fax; (714) 268-0181 ANA Dorm 4 Parttnp lot 26CB Carisbacj Btvd San Diego, CA 92006 Job*. 2076 p rnone; (rouj <wt-o»«n rax; (/DUJ*W*»-JD<W Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (940) 673O300 Fax (949)673-9267 CC RFI Number Reference Document* Specification Section Summaiy Dale Submitted to Arch: Required Return Date: 50 A-6. P-1 Location of Shower Valves Shown on Back Wall; Per UPC Should Ba on Side Wall 2/2S2002 3/11/2002 •f Question Sheets A-6 and P-1 show shower valves located on back wall of showers. Per UPC, shower valves are to be located on sidewalls. Solid plastic partitions shown/specified do not appear to allow for mounting of shower valves per code. Please advise. V { 1 1 S b.6.2 -- DAG"tu/ MJ/ Attachment:Submitted By Dana S. Teaflanten Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Response By Ftte Actual Return Date From Arch Return Date to Sub CQ Number FEB. 26. 2002(SAT) 14:43 BUCHANAN-CONSTRaARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND V CONSTRUCTION Buchanan ft Buchanan ComrtrucMon 360 Ftecher. Ste C Costa MOM, CA 8262ft (714) 258-0180 Fax: (714) 2M-0181 Request For information ANA Dorm a Parking Lot Jot*: 2076 San Diego, CA 92DDB **1BP / Architecture wiifis risen er 2300 Newport Blvd Newport Beach CA 92683- Phone (9#)67«BOD Fax (949)873*267 cc RFI Number Utterance Documents Spaclficatton Section Sunwnary Date Sutonjned to Arch: Required Return Date: 5% Maximum Penetrations of Dimensional Lumber (Seams & Joists). 2/26fcQOZ 12/27/2002 Question Please confirm the maximum allowable penetration of horizontal structural members, ie dimensional lumber beams and joists. This issue affects routing of electrical conduit in covered balcony area and routing of fire sprinkler/water laterals. Attachment:Submitted By Dan* S. Teaflarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any coat impacts within 48 hours Response By Pile Actual Return Date From Arch Return Date to Sub CQ Number FEB-2T-02 11:01 JAMKAR INC.250 1527 P. 92 JAMKAR ENGINEERING Structural Engineers 4931 Birch St. Newport Beach, CA 92660 www.j a m kar. com Tel. (949)250-0522 Fax. (949) 250-1527 RESPONSETO RFI #51 RFI NO: 51 REQUESTED BY: tBP/ Buchanan DESCRIPTION: Holes in joists/beams RFI DATE: 2/27/02 RE: Army Navy Academy Our Project No. OOOiOC RESPONSE DATE: 2/27/02 RESPONSE: 1. Refer to attached detail. SUBMITTED BY JAMKAR ENGINEERING J. Karim Hossein?adeh, SE FEB-27-02 11 :02 JAMKAR INC.949 256 152T P. S3 JAMKAR ENGINEERING Civil Si Structural Engineers 4931 Bjrch St. NewpoH Beach, CA 92660 (949) 2*0-0522, Fax (949) 2SO-I527 .JOB_ SHEET NO .„ . CALCULATED 8Y CHECKED BY SCALE OATEj^/_jfe.^/_O. DATE MAR. 01. 2002CTUE) 15:58 BUCHANAN-CONSTRaAHMY/NAVY-SITE 7604343543 PAGE. 1/8 BUCHANAN BUCHANAN CONSTRUCTION Request For Information Buchanan & Buchanan Construction aiOFIacher.SteC CoataMea«,CA 928M (714) 281-0180 Fu: (714) 2M-01B1 ANA Dorm & Parking Lot 2a05Caf!at>adBlvd San Diego. CA 9200B Jobfl: 2D76 *» tBP / Architecture 2300 Newport Blvd Newport Beach CA 92663- Phone (948)673^000 Fw (949)673^9267 CC RFI Number Reference Document* Spectlteattttn Section Summary Dat« fiubmtttad to Arch: Required Return Dale: 52 (17^191 Request to Modify Tito Roof Attachment System; Noflce of Shipping Delay of Specified Roof 3M/2002 3T7/2DQ2 Question As discussed at the 2/28/02 project meeting, USTile, manufacturer of the specified roof tile, is unabfe to guarantee delivery of materials due to production challenges. In addition to negatively impacting the construction schedule in a manner not yet quantifiable, this condition significantly affects the cost of materials. You assistance w/ Identification of acceptable alternate suppliers of the ctay roofing tile is sincerely appreciated. Contractor also requests relief from furnishing the specified fastener system which is typically installed on roofs steeper than 7:12. Contractor proposes utilization of standard nailing per the manufacturer's requirements and will apply any savings in the fastening system against the increase in material costs. Utilizing a standard nailing fastening system will also reduce the duration of roofing tile installation. puaut- Submitted By Dana Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Responw By FHe Actual Return Date From Arch Return Dale to Sub CQ Number MAR. 01- 2002(TUE) 15:53 BUCHANAN-CONSTR4ABMY/NAVY-SITE 7604343543 PAGE. 2/8 BUCHANAN AMD VAN CONSTRUCTION Buchanan * Buchanan Conatrudjon 3M Fischer, St. c Coeta Me*a, CA 92026 (714) 288-0180 Fax; (71412*8-0181 Request For Information ANA Dorm &ParWr»g Lot Jot*: 2076 2605 Carlsbad Btvd San Diego. CA 9200B .;wTBP/ Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Ptwne (WB) 67343300 Fax (94B)67M267 CC CC RR Number Reference Documents Specification Sect ton Summary Date Submitted to Arch: Required Return Date: 8ub RFI * 53 A-10 Finish Schedule 3ft £002 3/B/20QQ Question Please provide revised finish schedule as discussed at 2/28/02 project meeting. There may be a cost impact associated w/ revision of the finish schedule. IP AJfcfeOtJD 4- Submitted By Dana 8. Teagwcten Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 Response By Actual Return Dole From Arch Return Date to Sub CQ Number MAR. 01. 2002 CTUE) 15:59 BUCHANAN-CONSTRaARMY/NAVY-S ITE 7604343543 PAGE. 3/8 BUCHANAN CONSTRUCTION Buchanan * Buchanan Construction 360 Flechflf. 9le C Cnta Mesa. CA 02826 (714)258-0180 Fax: (714) 258-0181 Request For Information ANA Dorm 4ParWng Lot Jobr 2076 26QSCartsfaadBtvd San Oiago. CA •JVtBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (949)6730300 Fax [949)67^9297 CC cc RFI Number ( Reference Documents \ Spadflcatlon Section Simwnary Data SubmHtfed to Arch: Required Return Data: Sub RFI* W ^p4v,44MD A-11 Modification of Attic Space Ventilation b/1/2002 tw/2002 Question As discussed at the 2/28/02 project meeting, please provide modified details for ventilation of attic space. There is a potential cost impact for this change 2. <ec°( Attachment:Submitted By OanaS.Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 houj Response By FMa Actual Return Date From Arch Return Date to Sub CQ Number MAR. 01- 2002 (TUE) 15:59 BUCHANAN-CON£TR<3iAHMY,/NAVY-S ITE 7604343543 PAGE. 4/8 BUCHANAN BUCHANAN CONSTRUCTION Request For Information ANA Dorm & Parting Lot Job* 2076 28DS cartsbad BW San Dteflo. CA 92008 Job Phone: (760) 4343&41 Fax: (760)434^3643 Buchanan A Buchanan ComtrucUon MO Fbcher. file C CMta Meat, CA 92*20 (714) 2884180 Fax: (714) 268-0181 . Jr tBP / ArchttectufB Willis Fischer 2300 Newport Blvd _ Newport Beach CA 92663k RFI Number Reference Documents | SpcdflcaOon Section Summary Phone JM9)673<BOD Fa» $48) $733267 cc cc Date Submitted to Arch: Required Return Date: Sub RFI ft) Modify RFI 28 Response - Change N Exterior Lights to Surface Mount per Owner Request 3/1/2002 Question As per ANA's request at the 2/28/02 project meeting, please specify a surface mounted fixture for the (3) exterior lights located on the North wall. Please verify the vertical and plan location of these fixtures - the verbal directive was centered over the exterior windows at the 'band' just below 2nd floor FF. This RFI supersedes RFI #28 and may have a cost impact. Attachment:Submitted By Dana S- Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 Response By File Actual Return Date From Arch Return Data to Bub CQ Number MAR. 01. 2002 CTUE) 16.: 00 BUCHANAN-CONSTR«ARMY/NAVY-S ITE 7604343543 PAGE. 5/8 BUCHANAN CONSTRUCTION Buchanan & Buchanan Construction 360 Fischer, Ste C Costa Meaa.CA 82628 (714)29*4180 Fa*: (714J 2684181 Request For information ANA Dorm & Parking Lot 260SCarfsi»dSfvtf San Diego. CA 920QB 4oM: 2076 e r none: < /euj -wq-oo^i r ax t /ouj SJ**^>*» TO tBP / Architecture Willis rtscner 2300 Newport Sivd Newport Beach CA 92663- Phone (948)9734300 Fax (9<S) 673-S267 cc RFI Number Rflferenee Documents Specification Section Summary Dale Submitted to Arch: Acquired Rotum Date; 56 RFMMO Revised Photometric Data for Parkins Lot Ughtjng yt/3D2 3&2002 Question It is our understanding that the planning review by Mike Grimm, City of Carlsbad, was concerned about illumination from the standpoint of the impact on adjacent property owners but that per the Building Department requirement is a minimum illumination of 1 footcandle. As discussed at the 2/28/02 project meeting, please provide a CAD drawing reflecting the revised parking lot light pole locations (conduit in-place as per RFI #10 response and owner directive). This drawing will be utilized to generate photometric maps to quantify the parking lot illumination and compliance w/ the Building Department minimum illumination requirements and to satisfy the Owner's request to review the fighting coverage. A«adh«rwnl: FS-RFl-0056 Submitted By Dana s. Teagardan Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Response By Fife Actual Return Date From Arefl Return Date 10 Sub CO Number MAR. 01. 2002(TUE) 16:01 BUCHANAN-CONSTHaARMY/NAVY-SITE 7604343543 PAGE. 7/8 BUCHANAN AND CONSTRUCTION Buchanan & Buchanan Construction 360 FlBChar, Ste C Corta Men. CA 9262B (714) 258-0180 Fax: (714) 268-0181 Request For Information ANA Dorm & Parking Lot Job*; 2076 2a05Cartob*JSlvd San Diego, CA 93006 tornorte: (/GU)*W*-*><H f-a*: i/ouj^vwaw "W tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (9#»)57>03UO Fax (949)673-9267 CC RFI Number Reference Documents Specification Svctlon Summary Date Submitted to Arete Required Return Date: 57 A-1 1 , S-1 As-Buffi condition @ Foyer Fan 3/1/2002 3*22002 Question As per our discussion today, 3/1/02, the attached field sketch, FS-RFI-0057 is reflective of the as-built framing conditions at the foyer fan coil soffit. 1 4" TJI Pro 250s at 1 6" OC were installed in this area instead of the double 2x1 0 members depicted on SR-1 . Per the mechanical subcontractor, the fan coil units can be installed flush to the bottom of the TJIs utilizing a standard equipment manufacturer's mounting detail. This installation would put the bottom of the FC unitat7'-2-7/8"AFF. Your assistance in resolving the soffit framing and sheeting such that the minimum 7'-Q" ceiling height can be maintained with the minimum amount of field rs-»vc*rK io appr^ciat*^. ri^ass wise rsvit?vv tnG »ntsr3GiG<.iwi s CT ttiG i»Liii ami intt door irame in elevation. , p/A) .Q, t'*j(j|pi«eo Liy LiH!ii> -S. i n Subcontractors i ni-a i%> MAS. 04- 2002(FRI) 08:38 BUCHANAN-CONSTRaARMY/NAVY-3ITE 7604343543 PAGE. 1/1 1< BUCHANAN CONSTRUCTION Bucnmafi A Buchanan Comtnjctlon 160 Fischer. SteC Cost* Men. CA M8Z« (714) 2BM180 Fax: (714) 2984181 Request For Information ANA Dorm & Parking Lot Jot*; 2D7e 2605 Carhbad Bh/d San Diego, CA 92O06 Job Phone: (760)4340641 Fa* (780) 4340543 Architecture Wilfis'Fischer 2300 Newport Blvd Newport Beach CA 92663^- (9^9)5730300 Fax (B46) 6733267 cc RFI Number Reference Documents Sp*clttc4l(en Section Summary Oat* submitted to Arch: Required Rttum Date: Sub RFI «d 58 A-1.A-4 Conftrrnation of Window Count 3W20Q2 3MGQ02 Question 1 . Is there a window from the East stairwell into Room 232? 2. Currently there is not a window framed in at the 1st Floor Mechanical room thought one is shown on the elevations. During his field walk, the structural engineer mentioned that his preference would have been to eliminate that window and sheared the 1st floor wall in that section. Before we correct the as- built field condition we wanted to confirm that the Owner and Architect want this window to be installed. /two Attachment:Submitted By Dana S. Teagafden Subcontractors 7* THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Response By FBe Actual Return Date From Arch Return Date to Sub CQ Number MAR. 19. 2002 (SAT) 09 = 13 BUCHANAN-CONSTR9ARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND \N CONSTRUCTION Buchanan & Buchanan Construction Co*t» Maaa. CA 92828 (714)288-0180 Fax: (714) 2*8-0181 Request For Information ANA Dorm & Parking Lot Job*: 2076 26C6 Carlsbad B]vd San 0)*oo, CA ascoa '*fir tBP /Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92683- Phon« (949) 67*0300 Fax (949)673-9267 cc cc RFI Number Reference Document* Specification S action Sunviury Date submitted to Arch: Required Return Data; Sub RFI ft 59 E-2.1,Add#2 Conflrmation of vartal inatruction to Match N Exterior Light Type O Mech Room w/ RFI 65 Rasponaa 3/1 €¥2002 2Y1»2aD2 As per our phone conversation this morning, the Type 6a luminaire addedBbove the double doors 133 (on north exterior of Room 132) have been changea to match the type specified in RFI 55 Response (revised 3/13/02): Failsafe # C77C-HE-32A-120-DB2 (surface mounted w/ 'eyelid1; bronze color; compact flourescent). Please advise immediately if this is incorrect; else work will proceed as per our understanding of your verbal instruction. There may be a cost impact associated with this change in material. Attaohfrmit;Subm«t«d By Dana 8. Teagdfden Subcontractors THIS 13 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Pll* Actual Return Date From Arch Return Pat* to Sub CQ Number MAR. 19. 2002 (SAT) 13:56 BUCHANAN-CONSTB«AHMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan & Buchanan Construction 360 Ffechtr, St« C Costa MetB, CA 98926 (714) Mi-0180 FAX: . Request For Information [6 \ ANA porm * PaiWnfl Lot Job*: 2076 2605 Carlsbad Btvd San Dl«flo, CA 92006 joornww. ^QU.J «KWOO«H rax. (f«v) **n*xj**a •*TB tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (9«)67>O300 Fan (940)973-9267 CC cc RFI Number Rftfmnce Document* Specification Section Summary Date Submitted to Arch: Rtqufred Rotum Date; SutoRRft 60 A-1.A-2 Termination of bow Roof Arches at Bateony 'Pop-outs' 3/1W2002 3/20/2QQ2 Question As per our verbal discussions, non-structural 6x6 posts will be added along gridline E at GL 3, 4, 8, 9, 1 3 & 14 for termination of the low roof arches at the bays on either side of the 'pop-outs.' There may be a cost impact associated with this change in scope. T<> ffk SWUM, r* Attachmant:Submitted By Dana 3. Taagardan Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pleaso advise of any cost impacts within 48 ResponaaBy File Actual Rttium DiU Ffom Areh Return Dote to Swfr CQ Number MAH. 19. 2002CSAT) 13:53 BUCHANAN-CONSTRaARfcY/NAVY-SITE 7604343543 PAGE. BUCHANAN CONSTRUCTION Buchanan * Buchanan Construction 3« Fl«chw. Ste C Coit«Me»a,CA 92828 (714) 286-0180 Fax; (714) 288-0181 Request For Information ANA Dorm 4 Parting tot 2flC6 Cortebad Btvd San Dleflo, CA 92006 Job* 2078 Jar tep / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone <94B)S7M300 Fax {946)673-9267 CC cc RF1 Number Reference Document* SpacMartlon Section summary Data Bubcnltud to Arch; Required Return Date: SubRflfc 61 1&2/A.11 Method of Attachment of Wood Furring to TS Column 3/190002 3000002 Question Please clarify the desired method of attachment of wood furring & plywood to the TS columns (refer to Details 1 & 2 on A-1 1 ). Attachmnnt:Submitted By Dana S. Taagafden Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IP THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 Hours. Response By File Actual Rtfturn Date From Arch Return Date to Sub CQ Number MAR.19. 2002 (SAT) 13^59 BUCHANAN-COtfSTHaAJlMY/NAVY-S ITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan A Buchanan Corartructtan 360 Fischer. Sta C Coata Mm. CA 92628 (714) 268-0180 Fax: (714) 2S8-01B1 Request For Information ANA Dorm a Parking Lot 2806 Carlsbad Blvd Sen Dfego, CA SCOce Job*: 2076 *» tBP / Archttecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phona (9^)67^0300 Fax (943)073426? CC cc RFI Number Reference Documents Specification Section Summary Data sulnntttod to Arch: Required Return Elate; SuttRFI*: 62 A-2, S-2 Renectod Calling Heights at 2nd Floor Balcony 3/18*2002 3002008 Question As per our verbal conversations, ANA and A/E are aware that there is a •ffrmrepnpic^ between the reflected celling heights shown on A-2 and the as-built (per S-2) ceiling heights. In the pop-out areas the ceiling height will be approximately 13-1/2" lower than the 12'-0" typical ceiling height at the remainder of the balcony. It is our understanding that construction per S-2 is acceptable to the owner and architect. Please advise immediately if this understanding is incorrect. Any modification of the ceiling framing in this area will have an adverse impact on cost and schedule. Attachment:Submitted By Dana 8. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 Response By Ftte Actual Return Date From Arch Return Date to Sub CQ Number 21. 3CQ3 (MONJ VI aui: ' V M -» j -* ^ ^,. , BUCHANAN AND BUCHANAN CONSTRUCTION Request For Information ANACarm*Pwfclf«L4 JaM: 9070 «D5 Clttrt»d ttlwl SmQfrgo.CA S2DOB Job PTwTw: (TOD) 4343541 Fqi: (7BD) 4344&G Rf I -' -*" tBP / ArCftiteCtUm_ WIHfi Ftacner Blvd Newport Beach CA 92663- CC CC R^uttvd R*tum OM^ 63 E-2.HM-1 U0M Uyaut ft Hwtar Vent Question Ceitino height in the mechanical room is ft'-6" minus 1-3/4" for OSB and gyp. The specified water heater is 91-1/2" tall plus 4" for the houskeeplno pad. There is insufficient clearance to transition the 10" diameter heat vent from the heater to the mechanical shaft in the northwest corner of the mechanical room. /Contractor proposes to substitute Ventura model # BOV25Q 0aa water heater in ^ lieu of A.O. Smith BTP-30D-8OO (sea attached). Substitute heater ha& SO gallons // less storage capacity with same BTU/hr input. Heater heioht i» 85", vent is 12" /) diameter (ID). (\ The WH-1 vent on M-1 conflicts W me liflrittng layout on E-2.1. Please advise. THIS 18 NOT AUTHORIZATION TO PROCEED IF THEME ARE COST IMPACT* of any COM lmp»ct» within 4* ho up. ^^, Adu«l flirtum DM* From Anh fiitaiaSub CQNiuniMr SO Jew WAR. 22- 2002<TUE) 15:33 BUCHANAN-CONSTR0ARMY/NAVY-SITE 7604343543 PAGE. 2/12 BUCHANAN AND Ijff«. Buchanan * Buchanan Conatructton WO Pioch-r, 8te C CONSTRUCTION "-"SES Fax: (714.} 2684181 Request For information ANA Domi & PwWng Lot 2606 Carlsbad Blvd San Dfego, CA 92QQB JoWt: 2078 wrnorw. v'ouj'WHwt i rw, irawj «W«K»«W jfiBPl Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phona (MB) 073-0300 Fax (9«) 67^-9267 CC cc RFi Number RofBranc* Doctananta SpaclffcatkMi Sactldn Summary Data ^MlnnHtad to Arch: Raqukad Return Data; SubRFlf; 84 A-1 Attic Spac« Access Requlrad per UBC 150S.1 3/22yi002 3^2B/2DD2 Question Review of permit drawings by City Field Inspector raised the issue of attic space access. Per UBC Section 1505.1 access openings are required in enclosed attic spaces. Please advise. . f Att8ehm«nt:Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE CO8T IMPACTS Please advise of any cost impacts within 4a hoii( Rnponse By File Actual Return Dale From Arch Return Data to Bub CQ Number MAR. 22. 2002(TUB) 15:34 BUCHANAN-CONSTRaARMY/NAVY-SITE 7604343543 PAGE. 3/1 2 BUCHANAN Buchanan & Buchinan Comtructlon CONSTRUCTION Fax: (71*)2«»01B1 Request For Information ANA Dorm A Paridng Lot 2606 Carl*tM4 Btvd San Diego, CA 92006 Jobtt: 2076 XtBP/ Architecture Willis Fischer 2300 Newoort Blvd Newport Beach CA 9266S- Phone (949)673*000 Fax (&4S) 673^207 CC cc RFI Number Rafar*nc0 pocumtnta Gpadflcatlon Sactfon sunvnary Date submitted to Arch: Required Rrturn Date: Sub RFI #; 65 A-7 v«rlfy Etlrmrntlon of 3-4? * 2<T 6VS Vent Btwn Dorm Rooms 3V22nOCC 3Q5/2QQ2 Question please confirm the verbal directive to eliminate the 3' -4" x 2'-0" stainless steel vents between dorm rooms. Attachment:Submitted By Dwia 8. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE C Please advise of any cost Impacts within 48 hours. Response By orfflM!IMPACTS Flla Actual Return Oat* From Arch Return Dale to Sub CQ Number BUCHANAN BUCHANAN CONSTRUCTION Request For Information ANA Damn * pwWng l*t , CA QQCCB ^•rtBP/Architecture WllHs Fischer 2300 Newport BWd ocoiMM* 3p«dfliaflort Button Movypoft 9eacft CA B2983- Phcn. (B«)0^aQCO Fwt (90)6734267 cc cc B6 PS-1 QuQ*tion For my conversation vrf Don Altevers, SDG&E Planner, he still needs information regarding the gas loads before a construction work order can be generated. Pleaae be advised that Contractor cannot schedule work until the planner generates the SDG&E work order. 4 MttoehiTwnl:Gtow S. Subcontractors THIS W MOT AUTHORIZATION TO PROCEED IF THERE ARE Ptfltt* *dvf u of any cost impacts within 4S how Ctf&TIIMPACTS Ftto AEbiRi lUlurn O«» Ram *mt MAR. 22. 2002 (TUE! 1 5 : 3S BUCHANAN-CONSTR.ARMy/NAVY-S ITS 7604343543 PAGE. 5/12 BUCHANAN AND CONSTRUCTION Buctianan A Buchanan Construction JW Ficctwr, St« C A 82626 (714) aSB-0180 Fax: (714) Wa-Q181 Request For Information ANA Dorm a FwKmo Lot J<**: 2076 2805 Carf*b*t Btvd San Otogo, CA 92006 .' XtBP/ Architecture ' WUH* Fischer 2300 Newport Btvd Newport Beach CA 92663- Phone (948)6730330 Pax (948)ffKW2a7 CC CC RFI Number Reference Document* Specification Section Sumrmry Dflu Submrtted to Arete Requind Rrturn D4»: Sub RFI f: 67 A-10 Artwork tor EmNwn Plaqua Dotafl 3^220002 ^12/2002 Question If available, please provide electronic copy of the artwork for the emblem plaque. Owner mentioned that he has acrylic plaques at other locales on campus; please advise if the plaque should remain bronze as per the plans or if the Owner desires an alternate material (i.e. acrylic). . Attachment: Submtitod By Dana S Taagardtn Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE C Please advise of any cost Impacts within 48 hours. orfri*IMPACTS RIB Actual ftotum Date From Arch Raturn Pate to Sub CQ Number MAR. 22- 2002(TUE) 15:35 BUCHANAN-CONSTRaAHMY/NAVY-SITE 7604343543 PAGE- 6X12 BUCHANAN AND Buchanan ft Buchanan Conduction 350 Rector, ste C CONSTRUCTION ~"7EE: Fax: (714)288-0181 Request For Information ANA Dorm & Parking Lot 2606 Carlsbad BW San Diego, CA 93006 Job* 2076 TO tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (948)673-0300 Fax (949)673-9267 cc ce RFI Number Reference Document* Specification Section Summery Date Submitted to Arch: Required Return Pete: Sub RFI ft 68 A-2 Ceding Hatch Relocation: Possible Change to Pull-Down Attic Laddare 31320032 ;M2B/2Q02 Question Per verbal directive at the 3/12/02 project meeting, Contractor located 2'xZ ceiling hatches in toilet rooms to the janitor/electrical closets. Owner has indicated an interest In installation of pull-down ladders to access the attic space Please advise if this change is pending/likely to minimize adverse effect to cost & schedule. AttBchmern:Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE CO Please advise of any cost Impacts within 48 hour, Response By IMPACTS Actual R*4iim Dale From Arch Return Date to Sub CQ Number BUCHANAN AND BUCHANAN CONSTRUCTION Co** M**», CA «M« Fti: Request For Information JflWfc 2D7B Ban Otaflo. CA flQOB <7»)434. / Architecture 2300 Nqwpqrt Blvd RF1 Numtwr R«forMm Documnt Bpdftartlon BMOBH Newpoft Beach CA 92893- cc cc DM* AvtonlAad to tecK 69 ltf-2 EltmlMt* Mmuy and 9vond«ry SQ3/20CQ Question Ceiling elevations do not allow for installation of gravity drain condensate piping, unless piping is installed in an exposed manner. Owner questioned need for condenaale piping ae the PCs ara heating only. Please advise. . _ r THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pl«a»* Adv)e» of any co«t fmp*cta within it hour^. tetuiM Arturn PM» Prom Arcn Rnucn D*» 10 Sub MAR. 22. 2002CTUE) 15:36 BUCHANAN-CONSTRaASMY/NAVY-SITE 7604343543 PAGE, BUCHANAN BUCHANAN CONSTRUCTION Request For Information Buchanan * Buchanan Conduction 3M Fischer, Stc C Corta Mma, CA 92620 Fax: (714) 288-0181 ANA Dorm & Parking Lot 2SQ6CarttwlBlvd San Dl*flo, CA 92008 Job*; ID mono; i/ouj •»OHSS>*I rw, \rouj *w«i-ja*» X"tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Phone (948)673-0300 Fax (940)973-9267 CC CC RFI Number Reference Document* Specification Section Summary Data SubmRted to Arch: Required Return Date: SUP RFI v: 70 A-6 Change (1) Urinal par HC Toilet Room to Handicap Acceaslbte Height 3C2OT02 iV2£/2002 Question Accessible shower/toilet elevation detail on Sheet A-6 does not depict any of the urinals at handicap accessible height. Per the City of Carlsbad Building Inspector, (1) urinal per handicapped toilet room must be at the accessible height. Compliance with this directive will require a minimal amount of rework (ie concrete chipping at the stem wall to accept the appropriate waste pipe fittings) by Contractor. There is an associated cost impact. 0} Attachment:Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COS Please advise of any cost impacts within 48 hours. Response By 7TIMIMPACTS File Actual Return Date From Arch R*tum Dat* to Sub CQ Number MAR. 22. 2002tTUE> 15 :36 BUCHANAN-COKSTH.ARMY/NAVY-SITE 7604343543 PACE. 9/12 BUCHANAN CONSTRUCTION Buchanan K Buchanan Conatructlan J«0 Flocher, 6t« C Cojta Mftu. CA 92826 (714J2W-0180 Fax: (714)2*8-0181 Request For Information ANA Derm ft Parking Lrt 2BQ5 Carlsbad Blvd San Diego, CA 92006 Jot*: 2076 J* tip / Architecture Willis Fischer 2300 Newport Blvd Newport Beadi CA 92663- Phofle (O40) 673H33CD Fax (949)673-9207 CC cc RFI Number Reference Document* specification Section Summary Date SubmMvd to Arch: Required Return Date: SubRFl*: 71 SN-1 Shear Schedule Sob Plata Connection Upgrade per Cfty of Carlsbad BuHdlng y22fXD2. &3SOSX3Z Question Per City of Carlsbad Building inspector, 2Qd nailing where sole plate is 3x provides insufficiant penetration par code. Contractor was advise to utilize wood jag screws in these areas and proposes utilization of 3/8" diameter lags. Please advise. There is a cost impact associated w/ cornpliace with this directive. Atlaehmerft Submitted By Dana S. T<MO«rden Subcontractors / r THIS IS NOT AUTHORIZATION TO PROCEED IP THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. R«eponaeBy Pile Actual Return Date From Arch Return Dat* to Sub CQ Number 03:44 PM JAMKAR INC-250 1527 P.Q2 JAMKAR ENGINEERING www.jainkar.com Structural Engineers 4931 Birch St. Tel. (949) 250-0522 Newport Beach, CA 92660 Fax. (949) 250-1527 RESPONSE TO RFI71 RFINO: 71 REQUESTED BY: tBP/ Buchanan DESCRIPTION: Shear wall schedule SN-I RF1DATE: 3/25/02 RE: Army Navy Academy Our Project No. OOOiOC RESPONSE DATE: 3/26/01 RESPONSE: Use the following sill connection on wood framing (2nd Floor Walls) in lieu ofof20d Shear Wall 11 Use 3/8" Dia. X 6" long Lag Screws at 8" O.C. Shear Wall 11* Use 3/8" Dia. X 6" long Lag Screws at 4" O.C Shear Wall 12 Use 3/8" Dia. X 6" long Lag Screws at 6" O.C. SUBMITTED 9Y:V: J. Karim Hosscinzadeh, SE MAR. J2. 2002 (TW) , 5 : 37 EUCHANAN-CONSTE«,AHMy/NAVy-S!TB 7604343543 PAGE. 10/12 BUCHANAN Buchanan & Buchemn Construction CONSTRUCTION Corte MOM, CA 82628 (7 14)26941180 F«: (714) 268-0181 Request For Information AN A Dorm & Parking Lot Job*: 2076 280B CarWwd Blvd San Dtepp, CA 92006 ;WtBP/ Architecture Willis Fischer 2300 Newport Btvd Newport Beach CA 92863- Phona (9*9)6730300 Pax (949) S73B287 CC cc RFI Number Raforanc* Docunwnt* Specification Section Summary Dat* SubmHted to Arch: Required ftetum EM«; SubRFI*: n 23/SD-2 Connsctlon of 6x1 6 Stringer to BwnatWestSMr 31220002 3/28/20CX2 Question Please clarity the structural connection required at the lop of the west stair. Simpson 'B' hangers are not feasible on the 2 outside stringers because the connection of the hangers conflicts w/ the ECC caps at the intersection of stringer, beam and post. Please advise. Submitted By Para 5. T Subcontractors THIS 13 NOT AUTHORIZATION TO PROCEED IF THERE ARE Please advise of any cost impacts within 48 hours RwponwBy File Actwl Return Date From Arch Return Date to Sub CQ Number MAR-26-02 03:45 PM JAMKAR INC.259 1527 P . S3 JAMKAR ENGINEERING Structural Engineers 4931 Birch St. Newport Beach, CA 92660 www.jamkar.com Tel, (949)250-0522 Fax. (949) 250-1527 RESPONSE TO RFI72 RFINO: 72 REQUESTED BY: tBP/ Buchanan DESCRIPTION: Stair stringer outside hangers RFIDATE: 3/25/02 RE: Army Navy Academy Our Project No. 00010C RESPONSE DATE: 3/26/01 RESPONSE: 1. Use Simpson "W" type Hangers at the 2 outside stringer to clear ECC col cap SUBMITTED BY: J. Karim Hosscinzadeh, SE MAH. 22. 2002ITUE) I 5 : 37 SUCHANAN-CONSTIWABMY/NAVY-S !TE 760434354 PAGE. 11/12 BUCHANAN AND CONSTRUCTION Buchanan 4 Buchanan Corwtnjcttoo CdBteM«a,CA 92626 (714) 288*0180 Fax: (714) 188-0181 Request For Information ANA Dorm *ParMrt0 Lot Job*; 2076 San Diego, CA 92009 -*• tBP / Archftedure Willis Fischer 23QO Newport Blvd Newport Beach CA 92663- Phone (940)673^)300 Fax (9^)673-9267 CC cc RF) Number Rafrrenw Document* SpecffioiOon Secthm Data Submitted to Arch: Required Rotum EUte; SubRFIt: 73 E-2.2 Mounting Location of L^tt Q Wmt Stair 2nd Floor Undlng 3/22/2002 >3£6V3O2 Question Sheet E-2.2 depicts recessed light fixture over 2nd floor landing of west stair. The ceiling condition in this area is cedar starter board and installation of a recessed fixture is not feasible. Contractor is currently roughing in 2nd floor electrical. Please advise. There is a potential cost and schedule impact associated with modifying the fixture selection. Submitted By DanaS TeagardenAttachment: Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE Please advise of any cost Impacts within 48 hours. COST;IMPACTS File Actu*l Return Date From Arch Return D^te to Sub CQWumtwf 22. 2002 (TUB) iS-.3B BUCHANAN-CONSTR.ASMY/NAVY-SITB BUCHANAN AND CONSTRUCTION 7604343543 Buchanan 4 Buchanan Conatructktn MOFIwher.SteC Coata Me«, CA 92826 (714)286-0180 Fax; {714)268-0181 PAGE. 12/12 SanOtego, CA 92008 J» tBP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92063- Phona (948)6730300 Fa* (9«) 6733287 CC CC RFI Number Rflfwance Document! Spadflcatlon Sacttan Summary Data Submitted to Arch: Required Return Date: Sub RFI* 74 A-10 eliminate Stucco Painting 3/22/20Q2 47120002 Question As discussed at the 3/12/02 project meeting, Owner questioned need to paint stucco. Contractor can provide credit for elimination of exterior stucco painting, Please advise./A/ Attachment:Submitted By panei S, Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. File Actual Return Data From Arch Raturn Dare to Sub CQ Number MAR. 25- 2002(FR1) 15:40 BUCHANAN-CONSTRfflARMY/NAVY-sITE 7604343543 PAGE. \/\ BUCHANAN AND Buchanan ft Buchanan Conatructfan 3W Fischer, We c CONSTRUCTION ^T^™ Request For Information * ANA Dorm a Parking Lot 2605 Carlsbad Blvd San Diego, CA 92006 Job* 2076 Dt-nane; (/tv) •wwo^i rax: irouj ^woo*a *^tBP/ Architecture Willis Fischer 2300 Newoort Blvd Newport Beach CA 92863- Phono (946)6734000 Fax (049)67^267 cc cc RF1 Number Reference Document* Specification Section Summary Date Submitted to Arch: Raqulred Ratum Date; SubRFI*: 75 Add#3 Structural Details & F WLIfa/Bafety Coordination for Exhaust Fane In Attic Space 3/25/2002 ^2&J2Q02 Question Please provide structural detail for penetration of shear wall at high roof for toilet room exhaust fans. Z>ier: . . 7 /£&-*> J Please provide mounting/installation/vibration isolation/structural details/requirementefor installation of exhaust fans.—4/0 Please clarify details of construction of duct shafts/floor penetrations/integration of fan shut off with fire alarm system or any other fire life safety issues affected by the clarification of the code analysis. Attachmant:SubmlttsdBy Dana S. Teagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. RwponwBy ///^ *" -f • Flls Actual Return Data From Arch Ratum Date to Sub CQ Number APR. 04. 2002(WON) 09:21 BUCHANAN-CONSTRfflARMY/NAVY-SITE 7604343543 PAGE. 1/2 BUCHANAN AND CONSTRUCTION Buchanan & Buchanan Conttmetlon JWFI«her,at«C Ca«UMe«,CA 8M2B (714) 2W-0181 Request For Information ANA Domi * Patting tot Job*: 2078 2605 Cartet*) Blvd San Diego, CA B2QQ8 wrnww. t/ou; •M^-OO^I ran. \fvu) **•>* JP*" >*1BP / Architecture Willis Fischer 2300 Newport Blvd Newport Beach CA 92663- Ph«W (948) 67^0303 Fax (948)673^267 CC cc RFI Number Reference Document* Specification section Summary 0«ta submitted ta Arch: Required Return Date: Sub RFI #; 76 08710 Keying Schedule - Need Owner Requirement* 3/27/2002 4rt/20D2 . sri/S Question Please provide the Owner's requirements for keying schedule so that locks can be factory keyed. Delay in providing this information will result in added costs (i.e. if field keying is required). Attachment: Commercial Openings Fax 3/26/02 Submitted By Dana S. Teegarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pleaso advise of any cost Impact* within 48 hours. / Reeponse By //J Actual Return Data From Arch Return Date to Sub CQ Number MAR. 29. 2002 CTUE, 14.- n BUCHA^-CONST^AKMV/^VV-SITE 7604343543 BUCHANAN CONSTRUCTION Buchanan & Buchanan Convtructlon 1SOFtatiMr,6taC Co«taM«ta,CA 92828 (T14) 2BB-Q18Q Pax: (TO} 208-0181 Request For Information ANA Dorm a ParWng Lot Job* 2079 San Dl«go, CA 92006 ornone: i/ouj «KH3Q<n ran; (/FGU/-W*O»I!W To tBP / Architecture WHIis Fischer 2300 Newport Blvd Newport Beach CA 92663- Wwr» {040)673^300 F« (948)87*907 CC cc RFI Number Aateranc* Document* Specification sactian Summary Data Submitted to Arch: Required Ratum Dvtt; tub RFI*; 77 M-1 Location of Watar Haatvr & Bojtor FKj» Vent WRT Vertical Wad A Combustion Air 3/29/2002 40/2002 Question Current layout shows flue vents and combustion air intake in close proximity to each other and next to wall at grjdline 14. Per UPC Section 517,3, flue vents shall be located 21 above the finish roof elevation and 10' from any wall or higher obstruction. Contractor suggests relocating the WH-1 flue vent stack to south east corner of mechanical room and construction of additional duct shaft (if required). Offsetting the WH-1 flue vent in the attic space after offsetting it from the pad to existing mechanical shaft is not feasible as per Section 516.3 the horizontal offset of vent cannot exceed 75% of the vertical rise. This code applies to the boiler flue as well as the water heater flue. Possible solution is offset of boiler flue in attic space to a conforming location. Please clarify, and provide construction details, if offset of boiler flue in attic space will require construction of a rated shaft/soffit in the attic space. Please also consider the location of combustion air make-up with respect to (WRT) flue vent locations. There Is a possible cost impact associated with this correction. Attachment SubmlttadBy Dana S-Taagarthin subcontractors / THIS (8 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any coat Impacts within 48 hours. RasponM By File Actual Return Date From Arch Return Pat* to SUD CQ Number Fax Transmittal Date: 4/4/2002 To: Buchanan and Buchanan Construction (Army and Navy Academy jobsrte) Architecture Fax No.: 760-434-3543 PlanningInteriors Attn: Dana Teagarden Management Proj: New Dormitory #1 Proj No.: 99033.00 PC No.: 01-0285 From: Willis Fisher, tBP/Architecture cc: file tfpages including cover: 4 Dana, Attached are Mack's responses to RFI77. In addition to Nack's revisions, see the following: 1. Omit the 1-hr rated shaft at the northwest corner of the Faculty Rm., as shown on the Construction Documents, and just provide a wd. framed enclosure w/ one layer gyp. Bd. @ the Faculty Rm., from floor to ceiling, to conceal the combustion air ducts as shown on attached sheet MR-11. 2. Provide a 1 -Hr. rated shaft constructed per UL design #U337 from Mech. Rm. Ceiling to bottom of roof sheathing to enclose the 12" dia. flue per attached sheets MR-10 and MR-11. Coordinate exact location of shaft/flue in field. Note: Construction shall comply with UPC. (terminate flue @ 24" above any portion of the building 10'-O" or closer.) Please call me if any questions or concerns. Thank you, Willis Fisher tBP/Architecture 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 9267 DORMITORY BUILDING ARMY AND NAVY ACADEMY DATFi 4-4-02 SCALE 1/4' THIS REVISES IN PARTI SHEET: 3NSULTANT Nadi EngineerFig 1384 Woodview Gout 9ZOS6-2304 p: 619.MO.9683 f: &193417431 tBP/Aidiitectue 2300 Newport Boulevard Newport Beach, CA 92663 f:7R673,9267 architecture planning interiors management BQ VO DORMITORY BUILDING ARMY AND NAVY ACADEMY DATE: 4-4-02 SCALE 1/4' THIS REVISES IN PARTI SHEET: M-lNack Engineering T384 Woodview Court Oceanude,CA 92056-23O4 pr 619.940.9683 f: 6193417431 tBP/Archttecture 2300 Newport Boulevard Newport Beach, CA 92663 CE 714.673.0300 fc714A719267 *. -d ecn : T T • Fax Transmittal Date: 4/8/2002 To: Buchanan and Buchanan Construction (Army and Navy Academy jobsite) Architecture Fax No.: 760-434-3543 SteriS Attn: Dana Teagarden Management Proj: New Dormitory #1 Proj No.: 99033.00 PC No.: 01-0285 From: Willis Fisher, tBP/Architecture cc: file tfpages including cover: 4 Dana, Attached is Nack's revision to flue up thru roof for WH-1 and the Boiler. This revises RFI77. Let me know of your concerns. Thank you, Fisher tBP/Architecture 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 9267 DORMITORY BUILDING ARMY AND NAVY ACADEMY ONSUITANT Nad: Engineering 13&4 Woodvtew Court Oceamide, CA 92056-1304 p: 619S40.96B3 ft 619.9417«1 ARCHITECT tSP/Aichitecttve 2300 Newport BouJevatd Newport Beach, CA 92663 p: 714.673J0300 t 7K673.9267 archrtectwe planning interion management DATE: 4-8-02 SCALE 1/4' THIS REVISES IN PART] SHEET: M-l iHEET;MR-10 20 8O _"..;::_ _:__."_T_r r^rr~ DORMITORY BUILDING ARMY AND NAVY ACADEMY .ONSULTAMT Nack Engheering 1354 Woodview Court OceansWe, CA 92056-2304 p 619.940,9683 £619.9417431 ARCHITECT tBP/Architecture 2300 Newport Boulevard Newport Beach, CA 92663 pc 714,673^300 fc 714.673.9267 architecture planning interiois management DATE! 4-4-02 SCALE 1/4' THIS REVISES IN PARTI SHEET: M-i SHEET;MR-11 r-d :fin p.a 80 MAR. 29- 2002(TUE) 14:10 BUCHANAN-CONETR*ARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan * Buchanan Conatruetton MOFI*eh«r,8t.C Coctt MM* CA 02B2S Fait: (714) 268-0161 Request For Information ANA Dorm & Parking Lot Job* 2D7& 26Q6Cai1»ba40lvd , CA 32006 JQO rnarw \ iwi **M-£D«ti rwt t rou; «H*oaq.a >' J* tBP / Architecture Willis riscner 2300 Newport Blvd Newport Beach CA 92663- Phone (940)6734300 Pax (*fi) 673-9267 cc RFI Number Raftmnca Documanta Spccineitlon Cacflon sumnwy Data SubmMtad to Arch: — Required Ratum Data: 78 A-1.A-7 Plaaae ProvW* Bullattn Addressing PaHJonof Kltehanatta In F«aulty Rm 232 3fi»2Q02 4/2/2002 Question Permit aet of drawings shows deletion of kitchenette in Faculty Rm 232 per Delta 6 11-08-01 "Bulletin #1," Contractor received Bulletin #1 on 11/21/01 and topic was unrelated (i.e. revision of window schedule). Please provide Bulletin addressing the deletion of the kitchenette and clarifying the revised room interior elevations. Attschmant:SubmatedBy D«na S. Tcagardan Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 houj-s. Raspanaa By Fflo Actual Ratum Date From Arch Return D*te to Sub CQ Number BUCHANAN AND BUCHANAN CONSTRUCTION Buctinwi ft Vuctanan CoMtradton u«n«tiwrM»e cart* M»M, c* tain (7i«)»«-«i» Fu: <714)2U41I1 Request For Information ANADermAPvMnaLrt JoW: 2076 zace CM*** Bivd 6*n 01*00, CA office RRNumbw f Architecture VWWHs Fischer 2300 Newtnrt fitvd Newport Be«eh CA 92WV (M8) 0734900 cc cc •vntwry CM* KubnriRM to *du fteqiimd HKurn O*ta: Ttnk, ChmMfefl Fwnp * W2ED2 Question Capacity of specified expansion tank ET-1 for water heater WH-1 was 2.11 gallon*, manufacturer recommends 30 gallon ET (see attached product information.) : Contractor suggests substitution of specified circulating pump with permanently lubricated pump of similar construction (I.e. all bronze) (see attached product information) to reduce the maintenance burden of the equipment. This items were discussed with and approved by Roger Cellini, ANA. Contractor will provide these added value items at no additional cost to Owner (i.e. increased cost of larger expansion tank is offset by savings in cost of circulation pump). FYl, horizontal draft dfverter Information for Ventura heater is also attached. H&M F«x 3/38A>2 {5 pgi) Subcontractor* . f THIS IB MOT AUTHORIZATION TO PROCEED IF THERE ARC COST IMPACT* •dvlv* of «ny co«t Unpactm wittiln 41 hour*. ActuM RMum IM» Fram An* 3-d *TT =T HO MAS. 29- 2002 (TUB) 15:13 BUCHANAN-CONSTR0ARMY/NAVY-3ITE 7604343543 PAGE. 1/2 BUCHANAN AND CONSTRUCTION Buchanan A Buchanan Corwtructton UQFlecher,8teC Coete MeM, CA 92626 (714)2*a-01M Fa*; (714)248-0181 Request For Information ANA Dam A Parking Lot 2605 Carfrbad Blvd Jot* 2076 HI Diego, CA 92008 b Phone: (760) 4343641 Fax: (700) 4343643 **MBP/ Architecture Willis Fischer 2300 NeWDort Btvd Newport Beach CA 92683- Phone (9«) 67*0300 Fax (840)673^267 CC CC RFI Number Reference Document* Summary Data Submitted to Arch: Required Return Date: Sub RFI »: 80 E-1.2 Detail* of Construction for MSB-3 (I.e. 23' C.O, for Future Phaaa II Bufldlng) 3092002 4/12/2002 Question Please provide details of construction of stub out of MSB-3 (2) 3" C.O. from main switch boardQtfSB). Please provide orientation, elevation and physical location. Contractor is aware that Phase tl building has a basement and is located just west of the current building but has no information/knowledge regarding the location of the Phase II main electrical room. MSB gear is on-site but cannot be set until equipment pad is poured. Equipment pad cannot be poured until the orientation of stub-outs is furnished to ensure interface with future building is attainable, Contractor will schedule SDG&E electrical work upon clarification of these items. Please coordinate these construction details with the SDG&E primary feed and transformer pad construction requirements. Attachment: FS-RFl-0080 Submitted By Dana S. Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hourj RaaponwBy File Actual Return Date From Arch Return Dele to Sub CQ Number c MAR. 29. 2002CTUE) 16:Q2 BUCHANAN-CONSTRaAHMY/NAVY-SITE 7604343543 PAGE. 1/3 BUCHANAN CONSTRUCTION Buchanan & Buchanan Comtnicnon 3M Fischer, file C Co«taM0M,CA 92826 (714) M8-01TO Fu: (714)268^161 Request For information ANA Dorm ft Parking Lot 2aQ6Car!abadBlvd San Otepo, CA 92006 Job* 2076 JOD pnone; (Tooj <S*WMI Fax {mo} ^S«MB« f.'-KrtBP / Architecture Willis Fisher 2300 Newport Blvd Newport Beach CA 92663- Phone (9«) 873-CBQD Fax (94B) 07^8207 CC CC RFI Number Reference DocumanU 5p«lfte*tlon Section Sumiwry Dan SubmMtod to Arch; Ftoqulred Rrtum Data: Sub RFI ft 81 7/A-n US THe Racomrrwndad Roof to Wall Flashing * Counter Flashing P/202Q02 42*2002 Question Attached please find US Tile recommended roof to \na\\ flashing, counter flashing & pan flashing details, Figure 12 to be in lieu of Detail 7 on Sheet A-11 and Figure 5 to be utilized where hip meets attic wait at gridiine 14 (no detail provided in drawings). Attachment: US Til* App Details Fig 5 & 12 Submitted By Dana 6. Subcontractor* THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hoursj FIM Actual Rtturn Date From Arch Return Date to Sub CQ Number MAR. 30. 2002 (WED) 08:00 BUCHANAN-CONSTR<*ARMY/NAVY-S ITE 7604343543 PAGE. I/I BUCHANAN AND CONSTRUCTION Buchanan « Buchanan Conatructfan 3MFhcher.8teC ;o«ta M«M, CA S2B2B (714) 2M-0180 Fw: (714) 268-0181 ReqOest For Information ANA Dorm a Parking Lot 2606 Cvtobad Btvd 8m Ole0o, CA 92006 ; 2Q7B J» tSP / Architecture Willis Fisher 2300 Newport Btvd Newport Beach CA 92663- Phone <9#) 873-0300 Fax (&«} 6736267 cc cc RFl Number Referance Document* Specification Section Summary Date Submitted to Arch; Required Return Date: Sub RFl* 82 SP-1 Ctartry-PnW«ir indie Onty^Shai 3OOQOQ2 40/2002 Question Sheet SP-1, provided to Contractor "For Reference Only" and incluc permit set of drawings (but not the bid set) has a hand written note < exterior wait at Gridline 15 "Proposed 2 Hour Rated Wall." ipowcl 2 Hour Ratact tod on "Reference SP-1 ed in the ailing Please verify that there is no conflict between this note and actual construction details provided to and bid upon by Contractor Attaelimant: Submitted By Dana 8. Teagarten/rf Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE AR^COST Plaaca advisa of any cost Impacts within 48 hours. fft t Actual Return Date From Arch Return Data t CQ Number IMPACTS APR. 02- 2002 (SAT) 10:39 BUCHANAN-CONSTR0ARMY/NAVY-SITE 7604343543 PAGE. 1/3 BUCHANAN /wo CONSTRUCTION Buchanan ft Buchanan Construction 380 Fischer, Ste C Costa Men, CA 02826 (714) 2M41M Fax: {714) 288-0181 Request For Information ANA uorm « ranting ux jew: iaare 2606 Carlsbad Stvd San Diego, CA 92008 Job phone: (700) 4340541 Fax. (760) 4343643 f «J**tBP / Architecture Willis Fisher 2300 Newport Blvd Newport Beach CA 82663- Phone (940)0734000 Fax (949)67^8267 CC . CC RFI Number Raferenca Oocument* Specification Section Summary Date Submitted to Arch; Required Return Data: SubRR* •g^y tf ' &P&*9* 83 A-Sheets 09250 Clarffloatton of DfywaM Scope WRT Fire Rated Conatructton 4/2/2D02 ysfla& MC ANA 01 Question Please see the attached 4/2/02 fax from Martin Corporation (2 pages total) regarding the drywall scope of work with respect to Fire Rated Construction Please note that some of these issues were raised by the City of Carlsbad Building Inspector. f#tP> **£/••*/**,* Attachmant: Martin Corp Fax 4/2/02 (2 pgs) Submitted By Dana s. Teagardan ^tA n&AJb Subcontractors THI8 IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Flla Actual Return Data From Arch Return Date to sub CO Number APR. 03. 2002(SUN) 15:44 BUCHANAN-CONSTRaARMY/NAVY-BITE 7604343543 PAGE. 1/2 BUCHANAN CONSTRUCTION Buchanan & Buchanan Construction 3MFIacnw.8»8C Co*t*MMtt,CA 92828 (714J2M-01SO Fax: (714) 2M-Q181 Request For Information ~|<P'. ANA &»m A Parking Lot Job* 2076 ZflOSCarfabadSfvd San Dtego, CA 920Q6 o.r££. joomone; ucu;4>">9*" rax; irou)4o*sx*k> t -*» tBP/ Architecture Willis Fisher 2300 Newport Blvd Newport Beach CA 92063- Phone (WB)ff?3^3QO Fax (W9) 87^8267 CC cc RFI Number Reference Docunwrt* Spadflcaclon SMtton Sumnwry Dtt» Subtnitud to Arcm R0Vilred Return Data: Sub RFI* 84 M-1 Looatton of ThwrncAtot tn Rdom 232 tor Fan CoN FC-2 4KV2CD2 4SOT02 Ym-QNE Question No thermostat location given on Sheet M-1 for FC-2 in Room 232. Please advise with a location. There is a cost impact. Attachment:mfttwi&y Dana 3. Toagardan Subcontractor* ^ THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Phase advise of any cost Impact* within 48 hours.. ReaponteBy £(/, Flte Actual Return Data From Arch Return Dat* to Sub CQNumtMr Q4/04/02 08:17 673 3267 T-B.P. 760^343543 1^002/004 BUCHANANAND BUCHANAN CONSTRUCTION Request For Information Buchanan ft Ouchuwn Oorartf utflon F«X! 014) 2041111 Ja»; 3W eaooe -**tBp/Archit0^ire Willis Fisher 2300 Newoort Blvd Newort Beach CA 92983- RFI Number Alfniwa Docmite SpaelBcaOon tecHwi Swwnwy cc cc as PO-flL EtoetrioJ PwwDf RaquliB(nert« for WAV Haolor WH-1 AndUry 4QGDOZ Question Sheet E-2.1 does not reflect the electrical power requirements for me WH-1 ancillary equipment (i.e. time clock, circulating pump). Please advise. Reference equipment data submitted w/ Rf I #63: Control voltage for Ventura SOV250 commercial gas water heater is 115VAC/1P/60 H2/2A (max). Reference equipment data submitted vtf RFI #79: Bell & Gosaett PL-30 drueulating purnp is 1/12 hprf 115VAC/1P/60 HzGBSO RPM or 230VAC/1 PteO Hz/2A (max). There is a cost Impact, THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARC C Ptea» advlsa or any c<wtlm»actswmrtn4B ho IMPACTS APWPt RMllin DM* Fnam AfCh Ribim Dftft 0 SUB COHumfler Recsivsd Apr-D4-D2 Dfl:1 Ban From-714 673 8267 TcHJLP KARJALA ASSOC, page 02 04/04/02 09*17 'APR. "OS; -3003 673 9257 T.B.P. PAGE. 1X9 BUCHANAN BUCHANAN CONSTRUCTION Request For Information Ca«UMHBrCA BMBB fitf*&&bt- BFf Number . — T» ta y Arcftecture VMMis Ftehar 23fl Bh/d NauifMirt Hea^h CA 92Baa- ee 86 Bulletin PIOBBB Pnwid* 9MRI flpfO**sumnvzzFiaure Quastion Please provide the beam spread information to complete the catalog number for j^ . p_-^./v^ the new fixture to be added to the west side of tns building as per Bulletin . , - •! •• - ... -x^~""7x'£ ^^L. *-*=*.- ^/^c>^^<^^~ /<^/^7 I Ffc 4/3/oz Fw from BNE <S p««)Submitted By » NOT AUTHORIZATION TO PROCEED IF THERE ARE COS! I Racelvsd Apr-Q4-02 08:l5am Frwr7U 673 82S7 To-GLP KARJALA ASSOC, Patfa 04 APR. 03- 2002(SUN) 17:30 BUCHANAN-CONSTRfflARMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN CONSTRUCTION Buchanan * Buchanan Construction $M Ftaetw, fte C Corta M«H, CA MftZfi (714) 2M-Q1BQ Fa*: (714) 2884181 Request For Information ANA Dorm & Parking Lot Jot*; 2O76 28C6 Cartabed BMJ San Diego, CA 93338 Job Phone: (760)4343541 FAX: (760) 434*3543 V -fcrtBP / Architecture Willis Fisher 2300 Newport Blvd RFI Number Rthraice Decummta Spaclncatton Section Newport Beach CA 92663- Phone <MB) 67343300 Fax (&Q 073-6267 cc cc Date Submitted ta Arch; Required Return Date: Sub RFI fc 87 RFI 83 09250 Drywad Uvel 4 Fintah w/ Orange Pael Muchlna Appfled T«tur« In Lfw of Uflvel 5 Flntah 4/3/2002 4MGD02 Question Based on Owner Directive from Roger Cellini, ANA, during 4/2/02 field meeting w/ Contractor, Level 4 Finish w/ machine applied texture 'orange peel' substituted in lieu of specified Level 5 finish. There is no associated cost impact. Please verify and acknowledge Owner Directive modifies RFI 83 Response, Item #1. Attachment Submitted By Dana s. Subcontractor* THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Rte Actual Ralum Date From Arch Return Date to Sub CQ Number AFH. 03. 20Q2CSUN) 17:37 BUCHANAN-CQNSTRaAHMY/NAVY-SITE 7604343543 PAGE. 1x5 BUCHANAN AND Buchanan ft Buchanan CorartrucHoit UuFlacher,81»C CONSTRUCTION "-"E.YS Fax: (7U) 288-0181 Request For Information ANA Dorm » Parking Lot 26C6CartabadBfvd San Diego, CA 92008 Job*: 2076 • rnww: (/ouj *w^-oo**i rax: ^/DUJ^W~JD»W -*** tBP / Architecture Willis Fisher 2300 Newport Bfvd Newport Beach CA 92663- Phone (949) 873-0300 F« (9«) 57*9267 cc cc RFI Number fr Raferanca Etecumenta SpecfflcaUon Section Summary Data Submitted to Arch: Raqiilrat R*um Deta: Sub RFI* Bulletin #18 AddWonrt Dormer Typa Roof Vwte Requlmd by CRy Building 4/3/ZQ02 4^2002 Question Per 4/3/02 directive from City Building Inspector, dormer type roof vents shall be added to the high roof (3 places, on east slope of roof) in addition to the (6) added per Bulletin #18. <<^nrt Attached please find Change Order Request (COR) #43 ROM pricing for this work for A/E and Owner review. Please be advised that work will not proceed prior to receipt of approval of COR #43 and that ROM pricing is reflective of work commencing prior to installation of roofing felt. Delay in approval may result in increased cost. Altaonment: G! THIS . Submitted By Puna a. Subcontractors S NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. RasponeeBy File Actual Return Dote Prom Arcft CO Numbar APR. 03- 2002(SUN) 17:43 BUCHANAN-CONSTHaARMY/NAVY-SITE 7604343543 PAGE. 1/3 BUCHANAN Buchanan & Buchanan Construction »D Fischer, SteC CONSTRUCTION —"ESSS Fax: (714)268-0181 7' Request For Information ANA Dorm « Parking Lot 2605C«rfebadBlvd Qan Diego, CA 92006 Jot*: 2076 ipnwrw- \rw) «m***ao«n ran. i/ou)«w*«jo»w WtBP / Architecture Willis Rsher 2300 Newport Blvd Newport Beach CA 92663- Phone {949)673-0300 Fax (949)873-8267 CC cc RFI Number Reference Document* Speclflutlon Section Summary (Me Submitted to Arch: Required Return Date: Sub RFI fc 89 07321 Manutacturar Recommends Stalntam Steal Naite In Ueu of Copper Qt Koof Ufa Fastening 40/2002 440002 Question Per the attached 4/1/02 fax from Newport Tool & Fastener, Contractor proposes substitution of stainless steel Windtock Nose Clips and nails in lieu of the specified copper for the Tyle-Tye roof fastening system. There is no apparent cost impact associated with this value added substitution. Please review and approve if substitution is acceptable. Attachment: 4/1/02 Fax from Newport Too! & Fast Submitted By Dana S, T Subcontractor* THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 hours. Response By Actual Return Oat* From Arch R«um Date to Sub CQ Number APR. 13- 2002(MON) 13:16 BUCHANAN-CONSTHfflARMY/NAVY-SITS 7604343543 PAGE, 1/5 BUCHANAN CONSTRUCTION Buchanan * Buchanan Construction 3 SO Fischer. SteC Co*taM«*a,CA 82«2V (714(288-0180 Pax: (714J 288-0181 Request For Information ANA Dorm & Parting Lot Job*; 2076 2606 Cartobad Blvd San Diego, CA S2Q06 IDrnWie, I f QUJ «4dq>09HI TM. ^fOUJ 4|oq^XVU x^ IBP /Architecture Willis Fisher 2300 Newport Blvd Newport Beach CA 92663- Fhona (949)673^X300 Fax (949)673^267 CC cc RFI Number Reference Documents Specfficatlon Serflon Sunnmary D*te Submit!*! to Arch: Requlrwl Return D«t«: SubRRV: 90 ^2^VlSfco Addendum #3 10810 Pteasa Clarify Item #8, Soap Dhh * Called Out B-4369 to Not valid Number 4/16/2002 4/2S*J*aX« CCD1 Question Please clarify the model number for Addendum #3, Spec Section 10810, Item # 8 'Soap Dish.' Referenced number B-4389 is not valid. Cut sheet attached for B- 4380, recessed for mounting in stud walls. Please clarify if this is intended item and provide location and elevation information for installation of soap dish (1) per each shower. Atrachment; Merit Fax 1-29-02 Submitted By Dana S. Taaflarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost impacts within 48 ho Response By Fife Actual Rotum Data From Arch Return Dote to Sub CQ Number 04/i8/02 15:34 BT714 673 32S7 T.B.F,13:31 3UCKAN*N-CO?JBTHOABHY/KfAVV-Bl7E 76043433^3 BUCHANAN Buchanan & Bqctwwn CM itnwUon f>CONSTRUCTION 1774) ZBM1BO For Request For Information AKA Dorm ft Farting Lot JOE*: 2370 JOD Phone; (760) «3*3S»i l*«c .(TOD) 43*3543 / Architecture WIJlSFisTlBL. RFI Number Ibriwanc* Decunvmtx Newport Beactt CA 92863-Sunirury GC ee Data SuBmlRM ID Aretu RKftilrad Ronim O«te: SubRFIfci 91 Addendum «3. A-6. &2.1 10610 or EfeetncHond DiyorB Q TaW Ream* Mat ^hnwn en Question Please provide the circuiting/power requirements for the electric hand dryers (2) ppr each toilet room, Partition walls have been sheeted, in addition to added cost associated with the added scope of electrical work (we anticipate 2 additional circuits will be required at. each toilet room), there wtll be added costs associated with removing r replacing Sir-place sheeting. Submitted By Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pleaea advise of any cmat Impacts within 48 hot By Actual Ralorn D*te From Arch Rotum Data to Sub 7053 Raceivad Apr-18-02 D3:3Zpm From-714 673 3267 To-GLP KARJALA ASSQC,02 APH. 25. 2002(WON) 12:37 BUCHANAN-CONSTR«ARMY/NAVY-SITE 7604343543 PAGE. 3/3 BUCHANAN AND BUCHANAN CONSTRUCTION Request For Information Buchanan A Buchanan Contraction 3M Fl*ch«r, Ste C Ceote Meaa, CA 82028 (714) 268*01*0 Fax; (714) 268-0181 ANA Dorm & Parking Lot 2606 Carfsbed Btvd 3an Dfcgo, CA 92009 4ob#: 2076 Fax: WtBP /Architecture Willis Fisher 2300 Newport Bjyd Newport Beach CA 52663- Phone (349)673^300 Fax (M8)ff?3£267 CC cc RFI Number Reference Docunwnt* Specification Section Sunvnwy Dote Submitted to Arch: Required Return Date: Sub RFI*; 92 Attic Access Puff Down Ladders; Clarification of Access Door Locations 4/18/2002 423OGQ2 Question As per on-going discussions with Owner and Architect, Contractor is aware that Owner wants to add pull down ladders for attic access. Please provide product information re: desired ladders and structural/fire life safety coordination information. Attached is a sketch depicting Contractor's understanding of access door locations desired by Owner and Architect. Please review and confirm. There is additional cost associated with this added scope of work. Attachment:Submitted By DanH S. Twagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pteaae advise of any cost impacts within 48 houi File ActiMl Return Date From Arch Rtrtitrn Date to sub CQ Number APR. 25. 2002(MOM) 12:36 SUCHANAN-CONSTa«ARMY/NAVY-SITE 7604343543 PACE. 1/3 BUCHANAN WAN CONSTRUCTION,/"•* Buchanan & Buchanan ConatrucCfon 380 Rachttr, Sta C Cotta M«M, CA 928J6 (714)388-0180 Fax: (714IMB-01S1 Request For Information ANA Derm & Parttlng Lot 2606 Carlsbad Btvd San QKgo, CA 92008 toPnona: (/ay q&t+XAi rax: (/•dojo*KKw» ^J^tBP / Architecture Willis Fisher 2300 Newport Blvd Newport Beach CA 92663- Phone (948)67^0300 Fax (9^)673-9267 CC CC RFI Number Rdfercfico Docurmnte Spacfflcatlon Saction Summary Out* ftubnottad to Arch: Reqi*»d Return Date: Sub RFI*: 93 Plan Check Req. City Rre Alarm Han Chw* RwHitrenwits 4/180002 4B&2QO2 Question As per the attached City Fire Alarm Plan Check Requirements, Item #4, please specify the type of existing monitoring and provide a UL listing sheet for the monitoring company. Attachmwit: 4/17/02 Plan Check Requirements (1 Submitted By Dana 3. Subcontractors THIS 18 NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hours. Response By Fta Actual Return Date Pram Arch Rattirn Date to Sub CQ Number MAY. 31- 2002 (TUE) G3;51 BUCHANAN-CONSTRaARMY/NAVY-S I TE BUCHANAN AND BUCHANAN CONSTRUCTION Request For Information 7604343543 PAGE. -I/2 Buchanan A Buchanan Corwtrucdon 360 n«ch*r, 8te C Coita Mew, CA *M» (714) 268-0180 Fax; (714) 288-0181 ANADormaPwWnflLrt 2805 Carlsbad Btvd San Diego, CA 92COB JoW; 2076 "XtBP/ Architecture WHIis Fisher 2300 Newport Blvd Newport Beach CA 92683- -Phon* (948) 97*0300 Fax (940)673-9267 CC fg?0&1frL £*£&/«// CC RFI Number ReferencB Document* Speclflcitloti Section Summary Dale Submitted to Arch: Requk«d Ralum Date: I i Sub RFI •: 94 A-11 Cdumn Detrtl« - Tlla/Stucwo TranflRfort; Flashing ft Back SG1/aOD2 #7)2tt)i: Question As per our discussion, attached are proposed tile/stucco transition and column base flashing details. These areas vvere not addressed in the drawings. Contractor proposes to add 'F metal at column similar to revised window sill/tile stucco transition change which was articulated by W. Fisher @ 5/16/02 field coordination meeting. At column base Contractor proposes to install flashing/'L' metal/channel screed to complete waterproofing at interface between concrete ftatwork, plywood/furring, tube steel, lath & scratch, & tile. There is an associated cost impact. Attachment; FS-RFl-0094 Submitted By DanaS.Teagai subcontractors s r THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advisa of any cost impacts within 48 hours. Flh Actual Return Data From Arch Return Data to Sub CQ Number MAY. 31. 2002 (TUE) 08:52 SuCHANAN-CONSTRaARMY/NAVY-SITE 7604343543 PAGE. 2/2 - lr I — 0014 A/:TS. By BUCHANAN BUCHANAN CONSTRUCTION Buchwtin & &ucti«wn Carartrudfan 3«0 Fl«rtw. Sift C Coxa M«M, CA IM2« Fax: [714)291*111 r Information ANA Dorm * Pwfclna La* J^b* 2176 ton Dto0o, CA BBOCB Job PftBfW RFI Number Mcfenvrte DocbffwlU Willis Ftshef _ . 2300 Newport BWd Newport Beach CA 92BB3- Fn cc cc Dm submitted la irch: Rcqulratf R«tum MM: 95 BOOOD2 V7CDD2 I *1 Question Please clarify thd outaido/raturn air requirmonts associated with FC-2 (located in fltyc ftpdce above ftm 232). MR-4. Addendum *2. depicts a l4>cU SAD but does not address outside/return air There is an associated potential cost impact OMIT AM *ttechm«fit:SubmiBad By Dana S. Taopardan Subcontractors x THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Pleate advisa of any coat impacla within 49 hours. Rasponao By W" / > &/&/&Actual Rolurn Data From Arefl Return Data lo Sub MDHW BQ 90 JUN. 04- 2002 (3AT) 14 ; G4 EUCHANAN-CONSTS»AHMY/NAVY-SITE 7604343543 PAGE. 1/1 BUCHANAN AND CONSTRUCTION Buchanan & Buchanan Construction 360 Flichw. Ste C Cotta M«M, CA 92620 (714) 268-4180 F«: Request For Information ANA Dorm & Parting Lot Job*: 2076 2605 Carlsbad 8M San Diego, CA 92006 ^X'tBP / Architecture Willis Fisher 2300 Newport Blvd Newport Beach CA 92663- Phorw (940) 67&4300 Fax (949) 673-9267 CC cc RFI Number Reference Document* Specification Section si«nmnry Data Submitted to Arch; Required Return Date: 96 Approved Drawings Required to Schedule/Coordinate Domestic Water, Site Sewer. & Site Fire 6/42002 &420Q2 Question Please furnish approved drawings to be utilized as basis of scheduling/coordination with City of Carlsbad for connection of domestic water, site sewer & site fire. As per RFi 3, Project Meeting Item 2.1, and on-going discussions, this utility connection work from the property line to connection w/ the public utilities is out of scope work and HAS NOT yet been incorporated into the project schedule. Delay in resolving this issue will further negatively impact the project completion. There are additional costs associated with this RFI. 70 Attachment:Submitted By Dana S, Taagarden Subcontractors THIS IS NOT AUTHORIZATION TO PROCEED IF THERE ARE COST IMPACTS Please advise of any cost Impacts within 48 hour R-pen-By File Actual Return Data From Arch Return Date to Sub CQ Number • Fax Transmittal Date: 7/10/2002 To: Buchanan and Buchanan Construction (Army and Navy Academy jobsite) Architecture Fax No.: 760^34-3543 ^""f"8 In tenors Attn: Bob Payne Management Proj: New Dormitory ProjNo.: 99033.00 PC No.: 01-0285 From: Willis Fisher, tBP/Archltecture cc: file #pages including cover: 1 Bob, In response to RFI #97, any further changes to the Contract Documents must be reviewed by the City of Carlsbad for approval. tBP is currently working on an updated version of the Contract Documents implementing all Addenda, RFI's and Bulletins. I will make the change to the lighting layout and present it to the City of Carlsbad for approval, however, it seems that the fixture is being relocated to ifs original location as approved by the City of Carlsbad. It is unclear what you are proposing for the conduit serving the light pole in question. Drawing SK-2 is a diagram of the tennis court lighting. Please clarify. Willis Fisher tBP/Architecture 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 9267 JUL-10-2002 14=16 BUCHftNflN CONSTRUCTION 14 258 0181 P. 02/04 BUCHANAN CONSTRUCTION TO: m ATTN: "_ Prefect Contractor signed: Response ,tad: General Contncton C». LtC. « 833374 # J*7Si8 DATE; JOB NO; RFI# Requestor's Mama; 3SO UL. 05. 2002 (FBI) 07; ".3 53 PASS, i JUL-10-2002 14:17 BUCHflNfHN CONSTRUCTION 714 258 0181 P.03^04 DEv, 19. 2001 (WE3) M : 36 COJiMtJNI CATI ON N'a. 4? P^GE. 2 THAT tBP Proj. No.99033,00 Date: May 10, 2001 ADDENDUM NO. 1 To Project Bidding Documents For: Dormitory Building and Site Improvements Army and Navy Academy tBP/ARCHTTECTURE 2300 Newport Boulevard Newport Beach, CA. 92663 949/673-0300 TO: PROSPECTIVE BIDDERS This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 10,2001. Acknowledge receipt of this Addendum in space provided on the Bid Form. Failure to acknowledge may subject Bidder to disqualification. CHANGES TO BIDDING REQUIREMENTS: 1. LETTER INVITING BIDS. April 30, 2001 Page 1, third paragraph; change to read: Two sets of documents will be issued to general contractors only. A $100.00 non-refundable fee will be charged for each project manual and set of drawings. This is a non-refundable fee and documents are not required to be returned. tBP/Architecture Date: May 29, 2001 ADDENDUM NO. 2 tBP Proj. No.99033.00 To Project Bidding Documents For: Dormitory Building and Site Improvements Army and Navy Academy tBP/ARCHTTECTURE 2300 Newport Boulevard Newport Beach, CA. 92663 949/673-0300 TO: PROSPECTIVE BIDDERS \ iThis Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 10,2001. Acknowledge receipt of this Addendum in space provided on the Bid Form. Failure to acknowledge may subject Bidder to disqualification. . CHANGES TO BIDDING REQUIREMENTS: ;li|;,^:;BID^FORM,r>'.';. Delete existing Bid Form and insert new attached. Bid Form, dated May 23, 2001. SPECIFICATIONS: SECnON 01 110 -SUMMARY OF WORK 01110-2; add new Article 1.06 WORK SEQUENCE1.06 A. , , : v ; > B. General: Conform to construction schedule as herein specified. Construction tune shall start as of the date specified in the initial "Notice to Proceed" from the Owner to Contractor and end with the date of acceptance of work by the Owner. Phasing of Work: Work of this contract is scheduled with various times of completion. Make all necessary allowance for extra work and materials required on account of such scheduling. No extra charges will be allowed for work or materiaJsrequh-ed to complete the project according to specified construction schedule. C. Construction Schedule: 1. Construction of parking lot located north of Mountain View Road. Construction to include separate Bid B work, base course and 31/2 inch thick first lift of asphaltic concrete pavement. - 1. Construction Period: 45 calendar days. • 2. 1 inch thick second lift of asphaltic concrete pavement, pavement painting and signage to be scheduled for completion at end of project contract time. ' 3. All other Work required by The Contract to be completed within the time stated hi the Bid Form. > ; >rs - .;.c . : •"••-.":.^':.;:,• SEC^ON 01330 - SUBMHTAL PROCEDURES Page 01330-7, add new Article 1.11 asifoliows: 1.11 DEFERRED APPROVALS ! A. Submit detailed plans, specifications and engineering calculations for all deferred approval items. v ; ! ,\ B. Calculations and drawings of structural nature shall be prepared and signed by a Structural Engineer registered in the State of California. C. Submit ones reproducible transparency and three opaque prints. If revisions are • necessaryj(tKe^ Resubmit one transparency and three opaque prints with all corrections. The reproducible and one print will be submitted to the Building Department by the , , Architect fox;the^approyal.^,, If corrections^, are required by Ae^BuUding^^ •; " DepartmehvcSnfracfor shall make me corrertiohs and 7 and three opaque prints, along with'the Building Department cbecksetfto the; Architect. After the Buildmg DepaJlmenf''approval^ the transparency^wim the r, Building Department approval will be returned to the Contractor. D. Fabrication and installation of deferred approval items shall not be started until detailed plans, specifications and engineering calculations have been accepted by the Architect and the Building Department. g^S^CTON 01500- -'.„-•-;"7;::. Page 01500-3, Article 2.05, paragraph A; change subparagraph 1 to read: 1. Wood Enclosure Fence: Plywood 6 feet high, framed with four 2-by-4~inch rails, £•?.'•! : i 4;-with preseryative-treated 4-by-4 mch wood posts spaced not more than 8 feet apart ; in concrete footings. Provide suitable locked vehicle and pedestrian gates as required. &f^^^W^S'^-f^- ' '.'".T^'- ^:-&illSi^:\i V.^S; '--;: •r::"i"'1:-*\r /"v-••'••-:-'.;.- •_- -. ^^ ^^^^^^^^'^l^^f^i^^^fe?^ ' ?DORMITORYAND SITE IMPROVEMENTS .* -,-,,.-,., ,..^ = #. ADDENDUM NO, 2 £££&££££$!& **^--- •, •*<-•*,. *-*.., ,v- .•...,-„, ,... -,-,,- - .. ?agc2of5.. 5. 6. 4. ' SECTION 02100 - SITE PREPARATION A. Add the entire section. SECTION 09900 - PAINTING ^; / -^ Page 09900-8, Article 3.06, paragraph 3; change subparagraph 3 to read: 3. Wood (Semi-solid stain): ^.,, . -.^,. , ;. ;: ;;,^. .••.,.. Two Coats: Cabot 1100 Series, penetrating pigmented 100% acrylic resin stain 1^JU?/*J£ *F^iiJ7 ^Ai^TJ^Ci P^A- t&fUtXjk^fciSECTION 15458 ,,/,^ Page 15458-3, Article 2.01 Change WH-1 from electric hot water heater to gas. A.O. Smith Model BTP-300-800 - water heater, 300 gallon storage, 800 CFH input, 970 GPH© 80 degree rise, 1/3 HP, 5.5 amps, 3810 Ibs. "P^i • 4t£^> J2,feYlit£ CHANGES TO DRAWINGS: V^ ^ A. Sheet C-l, note 36: The soils report titJed preliminary geotechnical study dormitories and parking lot addition Army and Navy Academy Carlsbad, San Diego County, CA. Prepared by Kleinfelder, Inc. dated September 17, 1999 shall be considered as part of • grading plan.' " ••'••^; •• :'••>. -v,\ •":• --. •*•;''-•••'* •'-;" •'•"^ • .••'..>.<•, ."r. • • ••; .'• •• B. Change word should to shall, typical throughout report. : ; *£.••&**« ' 'CUaa* AO 1''"; '"''- " "-' ';••:-''- >'';"-V'*jT-Vi.'J ^/iv'-i^^VVr^'S''.^*'•:;•. .-'-, • . ,,,.'-,-'..•" ..''•'•o."?^i^'1-:%.':-j"^~/^;^,^"&.''1SviV-!'.:11>'. "'^"'.*• ('Jjiiff'-"-1'• ' i ' ••!'' AQC6C Aij—1 .'.'.'.-' •.'-_ '?.'.' : "V- '•i---li..'3'Ji1'>ii?'-'^fe3f'iS''.''&:5''?r *••.-;''.; ' '"'•." -: •'•' ''^'i---i'''?;'^;SK-i^fe''/'';'^'i'*Vi>'-ffX.'^-'"'•:1C°" "'•"^".'.•'•"'-"'^V-.'': . : " I.'' / A. Add Note: Demolition Site Plan: Remove ail existing trees hi extent of work at parking ^ iti^A^B^->> - « north of Mountain View Drive except trees along Carlsbad Boulevard as noted on Sheet , A,'j$$$$l$i^^ ;' •'* B. Add Note:'Demolition Sitei Plan: Corittactor td remove ''iiraeirgirdu^ieptictanl^^^'^''^' ; leach lines at previously demolished building, Verity size and location with on-site and ; owner's representative. : • '•.",': : - : C. All areas effected by new construction to be cleared and grubbed. See Section 02100 - Site Preparation. *-• ; - ' ^SfaeetAS^^.;; " ':*< l\;'-_ - '• '"• - . . . '"•-•^ ; . ^ A. Change typical slab on grade reference from 1/2.01 to 4/AS-3 on details 5,6,7,8,9,10/AS- &,.'•'.-'-•;>••• .. Vi:iV'>'a '- ••'-•'•:.'"' " ' '"'" '• ''•• "' Jm'~ " ^S^f Delete A.C.10/AS-3, DORMITORY AND SITE IMPROVEMENTS .ARMYAND NAVY ACADEMY ^i^i^^^^^il^^^^a '^tjij-tt 'f,^^^^^^^Mf >^;^"^;^ ^'^;^":- -^if¥^! S --•;••• •••r,-^.-.^.-.r: -„;;>, ,,.^:,* ,? -^c^. ADDENDUM NO;-2-^^'-V •-•-• S^^ae'^»M>--"- i • •••&'»•';•-- ,'<••• •••^—---asa.-*-- -. '- •-- - ,*- ,&- •'. 'P^6 ? 9f ^!fc^* ' Qirage dimension from gridline A to B from r-0* to 1"-^* typical* * 7 4. Change dimension at 1 hour shaft in faculty room 232 from 4'-5" to 7"-6". T2fcvifefet> rfc* E^u-feTfO^'a, 5. Sheet A-l '., V^ Omit reference downspout connect to storm drains and provide downspouts to concrete splash .;, blocks per detail 14/AS-4. , . 6. Sheet A-4 A. Omit att refereacas to deductive alternate on north elevation. B. Omtt ^trwaow above doors.- -fa^t^ ^^fe-fc-( A*4 7. Sheet A-5 ' I A. Change top plate at high roof from 80.00* above finished floor to 81.00' above finished floor. ' 8. Sheet A-6 . v - ; A. Provide asphalt membrane waterproofing typical at all showers. 1st and 2nd levels. B. Add Note 4 to 2/A-6 ceramic tile pattern at floor to be typical for all accessible and non- accessible toilet rooms. f- , M-l: 1st and 2nd Mechanical Floor Plans • •^'H.v^v-ywSlKsHfpS'sf!'':''?' •".'*"._ '';'""."" ' ;Hst*; '•, - .• * '•'' >'•'"' •' -••'•'•' , '.'-V-.^-V.^MS^^;^**..;,-.*.- Rpvise niitsine air niicf work as i'Revise' outside air* ductwork' as indicated on attached sketches MR-1 through MR-3. ' • . • '- . --•^•..•.v....-/":-.^:. .. •• ^ " »* Revise return airgrllles to be at bottom of soffit in :*lieu"of sidewall/ Revise controls to include attached sketches MR-5 thru MR-7 and the following: Sheet P-2: Enlarged Plumbing Plans , -'.-,',-,: . - • • ' • -; ; -•_"• i'"'. ••!.. - . • • . ' • Revise all vertical plumbing pipes to run in furred wall space to avoid structural conflicts, Detail 1: Add sink, S-l and associated piping, to east wall of Faculty Lounge as indicated on attached sketch PR-1 and PR-2. Add 1/2" cold water to rough-in and connect to refrigerator ice Detail 4:^ Label water heaterv m Mechanical Room as WH-1. Label inline pump in Mechanical RoomasP-1. "• .^-'^'••''^ '•*'"" •• . • -; *•-?••""; Relocate first level toilet room floor drains as indicated on attached sketches PR-3 thru PR-5. DORMITORY AND SITE IMPROVEMENTS „ ,....., , ADDENDUM NO. 2 SHEET E-l.l a. Fixture Schedule: 1. Types 6 and 6A: Revise lamps to be 32W. 2. Type 8: Revise to vandalproof series, Isolite 2040-70/77. SHEET E-1.2 a. Parking Lot: Provide 120 volt circuit from existing panelboard and connect as required to irrigation controller (refer to L-2). b. Relocate Main Switchboard "MSB" to be free-standing per Detail 3, Sheet AS-2. c. Provide flow switch at P.I.V. northeast of Dormitory. Connect as required to fire alarm system. SHEETE-1.3 1. Panels PIA and P2A: 1. Provide 200A, 3P mains. SHEET E-2.1 1. Power Plan: Dorm 117: Revise Homerun callout to PIA -11,13,15, 17.1. 2. Room 132: Provide a motor rated toggle switch and connect as required to the WH-l's circulation pump. Provide a junction box and connect as required to WH-1. Provide 2#12-1/2"C between the devices and on o PDB-20. 2. Lighting Plan: ' 1. Provide one Type 6a Juminaire centered above double doors 133 (on north exterior of Room 132). Extend 3 #12-1/2"C. from light at stairwell). SHEETE-2.2 ' " ;>:^vV,,-- - ..;•; • '.- .p^p^; .;.VV'^ : •••-' ^ ^S 1. Lighting Plan: 1. Delete Type 6A at top of west stair. - 2.: Provide one additional Type 5 luminaire; align.with top stair riser. Connect required.1'. '" """ •••'y""1" '• ' •" ''-•"_ *•/*•" '" ••••-"'•"_'_ ^""" .'/"''';'- *' The following attachments are a part of Addendum No. 2: 1. Bid Form 2. Specifications: 02100 - SITE PREPARATION 3. Addendum Drawings: AR-1 AR-5 PR-1 AR-2 AR-6 PR-2 AR-3 A-7 PR-3 AR-4 PR-4 CR-1 PR-5 DORMITORY AND SITE IMPROVEMENTS MR-1 MR-2 MR-3 MR-4 ADDENDUM NO. 2 . .«,.. Page 5 of 5,-,,, ... •,<.-.,.,. V^\ ::'.V. *"-•;;-•:•• ' ^^b^Wfe ~1 \ FUTURE STREET IMPROVEMEN1 JOIN tX/;ONC 4^ r. -PORTIO*^.^^ REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHITECT tBP/Architecturc 2300 Newport Boulerard Newport Beach, CA 92663 pcTW.6710300 fc 71*6719267 arcHtecture planning interiors management ADDENDUM NO. 02 DATE: 5-23-01 DSANO. N/A THI5 REV15E5 IN PAR 5HEET: mi " ; .-•.••"! - V1-- u «••'• •-Qy - ; :l;mi^'-'^ 'i ;'-''' A,>V f. JOIN EXTSTING QWCRE347. KJ FS REVISES IN PART SHEET C-2 DORMITORY BUILDING AND SITE IMPROVEMEN 'nMY AND NAVY ACADEMY ARCHITECT tBP/Architecture 2300 Newport Boulevard Newport Seuh, CA 92663 p: 714^710300 fc 7K673.9267 vdwtecture pfcuming interiors management ADDENDUM NO. 02 DATE: 5-23-01 D5ANO. N/A TH15 REVISES IN PART SHE[ MCQENDON HALL FiN. RR = 5035 ENLARGED SITE PLAN Vi/(MCCLENDONHALL) REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHITECT tBPMrchitectue 2300 Newport Boulevard Newport fleadv, CA 92663 p: 7T4*7103t» f: 714^735267 architecture planting intEfiors management ADDENDUM MO. 02 DATE: 5-23-0! D5ANO. N/A THIS REV15E5 IN SHEET: SHEET: (E) BUSINESS OFFICE ACCESSIBLE SLOPED WALKWAYS SCALE: V = I'-O" REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN A "MY AND NAVY ACADEMY ARCHITECT tBPMrchitecture 2300 Newport Boulevard Newport Beach, CA 92663 p: 714,6710300 fc 714.673.9267 architecture piat¥iing interiors management ADDENDUM NO. 02 DATE; 5-23-0! D5ANC. N/A TH15 REVI5E5 IN PART SHEET: SHEET-. 1-1/2" <j? PROTECTIVE RAIL1N6, TYP 4" THICK CONC. SLAB H 93 BAR5 3'-6" HI6H 6UARDRAIL W M/2" 4> 6ALV. PRO- TECTIVE RAILIN6 9 4" MAX. 5PACIN6, TTP. - PAINT TYP. BOTH 5IDE5 FIN. 6RADE CONCRETE FOOTIN6, 7YP. FIN. 6RADE VERIFY ffi&HT W PLAN DffiPENED FOOT1N6 SECTION @ HANDRAIL SECTION ® GUARDRAIL 56ALE: 1^" = I'-O REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN AND NAW ACADEMY ARCHtnCT tflPMithitecture 2300 Newport Boulevaitd Newport Beach, CA 92663 p:7H6710300 1:714.673.9267 architecture plaining interion management ADDENDUM NO. 02 DATE: 5-23-01 DSANO. N/A TH15 REV15B IN PART SHEET: SHEET-. H/2" HANDRAILS a 34" AJ=P. STAIR SECTION REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN APMY AND NAVY ACADEMY ARCHITECT raP/ArcNtecture 2300 Newport Boulevard Newport Beach, CA 92663 p:/M.K3.0300 fc 714A73.9267 architecture planning interiors management ALTODUM NO. 02 DATE: 5-23-0! DSAHO. H/A THIS REVI5E5 IN PART 5HEET: SHEET; "SIMPSON' STRAP TIES 5T22 AT TOP, MIDDLE, AND BOTTOM PLATE 12 NEW WALL © EXISTING BUILDING (PLAN) S6ALE: I l/2"=l'-0" REVI5E5 IN PART SHEET I2/A6-4 DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY 2300 Newport Boulevard Newport Beach, CA 92663 p:7H673^300 f: 7R673L9267 architecture planning interioR management ADDENDUM NO. 02 DATE: 5-23-Oi D5ANO. N/A THIS REV15E5 IN PART SHEET: AS-4 5HEET: PAINTS? SALVANIZB5 ROOP i (BROOF PATCH HO FZS'AIR aUR PROVES 'SIMPSON" SWAP AT ROOF AND WO5 (SHOW 30TTH3J SCUD WOOD BLOCWJte (W csJNe TO MATCH R&10VE e 1NTB«CR WALLS 2X6STUDSATI6'Oj6,TYP. . ONE LATH? OF V EXTBWCR R/filH? pVS? 2X6 P.T. PUTE P.T. 2 X NMLH* (©«( BASE TO MATCH . 48.42' .BLABTOR&1AIN VCm. COWBSTlOM TO © GONG, BW3 »4 REAR DORMITORY BUILDING AND SITE IMPROVEMEN ARMY AND NAVY ACADEMY ARCHITECT tBPMrchitecture BOO Newport Boulevard Newport teach. CA 92663 (X 7T4AnjJ300 fc 7U.6719267 architecture planning interiors management ADDENDUM NO. 02 DATE: 5-23-01 D5ANO. N/A THIS REVISES IN PAR1 SHEET: A6--4 DORMITORY BUILDING 'MY AND NAVY ACADEMY CONSULTANT N«k13M Cowt93056-2304 pc 61SL9409683 f: 6193417431 ARCHITECT tBP/AniitKtm 2300 NewportNwpoit BMC^ CA 92663 pc7H£73fi300 intsoi ADBENBUM DATEi 5-9-Oi SCALE 1/8' THIS REVISES IN PARTI P-2. SHET:PR-1 ON I :d3 >O«N WOSid ADDENDUM ND.DORMITORY BUILDING DATB 5-9-01 ~MY AND NAVY ACADEMY CONSULTANT SCALE 1/8' THIS REVISES IN PARH SHEET; P-E •QM Woodvtew Court 32066-2304 f: 61SL94I7431 2300 Newport Bcxfcvini Nawpoft BiMdi, CA 92fi&3 fz7U£73L0300 ft 7U&1S267 68' d 01 GN ! y33NI 9N3 MD WOdd ADDENDUM NO.DORMITORY BUILDING DATD 5-9-01 MY AND NAVY ACADEMY SCALE i/8' THIS REVISES IN PARTI SHEET; P-2Khdc Entbeote "QA4 WooMew Cout PC 61SL94O9683 ft 61919417431 3NI cS3N19N3 >ObN WOHd DORMITORY BUILDING DATE: 5-9-01 SCALE 1/8'MY AND NAVY ACADEMY CONSULTANT THIS REVISES IN PARTI SHEET: P-2 1344 WooWew OMI 92056-2304 pe«SS4<l96B3 fr 6195417431 IT 'd DORMITORY BUILDING "*MYAN) NAVY ACADEMY DATE: 5-9-01 SCALE 1/8' THIS REVISES IN PARTI SHEET! P-2 TJM WoaMcw Court 93056-2304 * 61915409683 fc b«9417431 01 S0 DORMITORY BUILDING CONSULTANT Made &*heo*if 1354 WoodMew Court Ocamid^CA 920S6-23O* pt 619IM09683 ft ARCMTECT 2300 Noxport Boubvutj NMVpcR BMcK. CA 926 pc7H£710300 f: DATE-- 5-9-01 SCALE i/8' THIS REVISES IN PART] SHEET: M-i SHEET:MR-1 01 DORMITORY BUILDING MY AND NAVY ACADEMY CONSULTANT 1384 Woodvfew Cbwt Ocmld^CA 92056-2304 FX619540S6B3 ft SWS417431 2300 Mimport Bod NMvpoic BMG^ CA vchtoctuc ptmtogt_ fc . .i „ ^rranon ADDENDUM NO. DATE: 5-9-01 SCALE 1/8' THIS REVISES IN PART! SHEET: M-l SHEET:MR-2 PI ',UOild 80 ADDENDUM NO.DORMITORY BUILDING DATE-- 5-9-01 MY AND NAVY ACADEMY SCALE 1/8' THIS REVISES IN PARH SHEET; M-iItedc Er«heedng 13M WocxMnv Out 92OS6-23O* pe 6109409683 6619^417431 ni DORMITORY BUILDING tf AND NAVY ACADBtfY CONSULTANT 13M WootMew Ccut 92QS6-23O4 fc 615S417431 23CX) NoMpoit Bodenrd N«wpQR BMd^ CA 92663 ft 7W»192S7 tnJiltecture pbnnhg ntaion management DATE: 5-9-01 SCALE 1/8' THIS REVISES IN PART! SHEET; M-l SHEET* ^_T^_. I Ml.I Date: June 4, 2001 ADDENDUMNO.3 To Project Bidding Documents For: Dormitory Building and Site Improvements Army and Navy Academy tBPProj. No,99033.00 tBP/ARCHITECTURE 2300 Newport Boulevard Newport Beach, CA. 92663 949/673-0300 TO: PROSPECTIVE BIDDERSi...•;' . ' i . , i This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 10, 2001. Acknowledge receipt of this Addendum in space provided on the Bid Form. Failure to acknowledge may subject Bidder to disqualification. TO: PROSPECTIVE BIDDERS This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 10,2001. Acknowledge receipt of this Addendum hi space provided on the Bid Form. Failure to acknowledge may subject Bidder to disqualification. CHANGES TO SPECIFICATIONS: ;, , , 1. Section 10810 Toilet Accessories ; r Page 10810-3, Article 3.03 1. Hand Dryer: Pinnacle ADC-10 2. Seat cover dispenser, surface mounted: Bobrick #B-221- (1) each water closet. • 3. Toilet tissue dispenser, surface mounted, multi-roll: Bobrick #B-2893. 4. Soap Dispenser, horizontal tank: Bobrick #B-2112. 5. Stainless steel framed mirror - Bobrick #B290, 6. Grab Bar. See Detail 10/A-6 - Bobrick #B-5806. 7. Folding shower seat, slatted phenolic seat -Bobrick B-5171. v 8. Soap Dish - Bobrick #B-4389 - (1) each shower. 9. Towel pin - Bobrick #8-211'- (4) each toilet room 10. Stainless steel shelf - Bobrick #B-295 (1) each toilet room. 1 1 . Mop and broom holder - Bobrick #B-224 - (1) each janitor room. Note: 1. Contractor to provide all required backing for installation. 2. Contractor to verify locations with Owner prior to installation. 2. Section 8520, Page 08520-1 Article 101 atuxmoom windows to be double-imag windows with fixed lower light and operable upper* All building permits to be paid for by the Owner. Contractor to be responsible for inspection fees only. CHANGES TO DRAWINGS: SHEET T-2 S Fire alarm note to read: The existing fire alarm system at the projects buildings shall be removed/replaced by the Contractor. Where applicable for compliance to current codes and regulations. SHEET A-4 DetailB Reference to bronze plaque to be in contract. SHEET A-7 J • • "• v;;::;' 'V'1:"':•-"".: •.••:'*"'::••'" '^"•^'^-•'-'• Delete all references to sheet vinyl at typical foyer and provide vinyl composition tile with 4 inch resilient base. SHEET A-9 A-4, Drawings provided to contractor by Owner up to twenty (20) sets during construction. SHEET A-10 Finish Schedule Glazed wall rile, CPT-1, Crossville, A2 15, Empress White v ••;. Glazed wall tile, CPT-2, Crossville, A583, Wind-Surf DORMITORY AND SITE IMPROVEMENTS ADDENDUM NO. 3 ARMY AND NAVT Specification 15970 - TEMPERATURE CONTROL AND AUTO. SYSTEM Add the following manufacturers to list of acceptable bidders in paragraph 1.07-A; Barbar-Coleman Carrier Honeywell 3.Specification 15305 - AUTOMATIC FIRE SPRINKLER Change all fire sprinkler heads throughout building to be concealed type. CHANGES TO MECHANICAL DRAWINGS: 1 . SHEET P-l 1st and 2nd Floor Plumbing Plans Add gas piping to water heater and boiler and indicated on attached sketch PR-6. 2. 3. Add floor sink and associated piping as indicated on attached sketch PR-6. Floor sink to be J.R. Smith Fig. No. 3120 12" x 12" floor sink, cast iron flanged receptor with acid resistant coated interior and nickel bronze rim and secured grate. Aluminum dome bottom strainer. Add a recessed hose bib in every toilet room under lavatory, (6 total), served with a 3/4 inch CW pipe. Hose bibb to be cast-bronze box and door, with chrome-plated face, tee handle key, vacuum breaker, hinged locking cover, 3/4 inch inlet, and hose outlet. Bronze casing shall be length to suit wall thickness. Add shut off valves behind access panels to HW and CW supply pipes for each toilet room Add exterior recessed hose bibb on the exterior wall adjacent to each toilet room (6 total), served with a 3/4 inch CW pipe. Add a full size CW stub for future water softener system hi Mechanical Room. SHEET M-2 - 1st and 2nd Piping Floor Plans Add (2) 2 inch heating water piping for future use. Underground pipe to be pre-insulated copper pipe with PVC jacket. As indicated on attached sketch MR-5. SHEET M-l - 1st and 2nd Mechanical Floor Plans S0visetoil«fOOi& axhaut sstems ts indicated oo ittaclifid «kBtdM8 MH-6 ind MR-7." Change exhaust fan EF-1 serving 1st level toilets from a Cook model GC-840 to a Cook model GN-840, (3 locations) and install above the 2nd level ceiling. DORMITORY AND SITE IMPROVEMENTS ARMY AND NAVY ACADEMY ..• : ADDENDUM NO. 3 X CHANGES TO DRAWINGS 1. SHEET E-l.l a. General Notes; add the following paragraph: 14. Refer to architectural demolition drawings for demolition areas, and existing walls. The scope of the demolition work shall include all labor, materials, services and equipments required for the removal of all existing electrical not indicated as being reused and/or relocated. This work includes, but is not limited to the following: A. All existing wire shall be removed from conduit. B. All existing conduit that interferes with any new construction shall be oust back as required to clear new construction. C. Remove all existing exposed conduit, surface raceways and conduit concealed in existing construction that is to be removed. Provide conduit and wiring to maintain power and signal operation of remaining outlets. D. All existing panelboards, fire alarm, CATV, telephone, data and clock class passing equipment (and associated terminal cabinets, pullboxes, disconnect switches, etc.) shall be removed and relocated unless specifically noted otherwise. Refer to plans for specific demolition requirements. E. Perform cutting and patching of the construction work, which may be required for the proper installation of electrical work removal of existing electrical equipment. Patching shall be of the same materials, workmanship and finish as and accurately match surrounding work to the satisfaction of the architect. b. Fixture Schedule; Add Type 6B as follows: ..,• :f ; Type 6B: As same as Type 6, except "Exelite" Series. Failsafe EFR-12-32CT. SHEET E-1.2 Provide new feeder from MSB to Academic Building n (See AS-1). 3. 4. a. b.Provide a 1-1/2 inch C with fire alarm wiring as required from FACP to Fire Alarm Terminal Cabinet "FA". c. Relocate Main Switchboard "MSB" to west side of building just north of stairs. SHEET E-l .3, SINGLE LINE DIAGRAM b. Provide 100A, 2P circuit breaker in MSB and 4 #1/0 - 2 inch C. to an existing panel in Academic Building n (field verify this building's existing service prior to releasing order). DORMITORY AND SITE IMPROVEMENTS fc ARMY AND NAVY ACADEMY ADDENDUM NO. 3 ~ER EUILDIN6 3HEATH1N6, 7YP. POWDER COATED ALUM. HANDRAIL AND MALL BRACKET (FOR ADDITIONAL INFO. SEE 12/A-6J 2X4 WOOD NAILER S WALL BRACKET, TYP. r > 10 WALL CAP DETAIL SCALE:" REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHtTCCT BOO Newport Boutewud Newport Beadl, CA 92663 p;7Hfia0300 fc 714*^3267 architecture ptorring nteiori management ALTOCW NO. 03 OATE: D5AMO, N/A TH!5 REVISES IN PART SHEET: SHEET: 5/e" BD. OVS* 1/2° PLYWOOD 5HEA7MN&PROVIDE h€CH. EOJIP MOUNTING PB* EQUIP. MANIF.-1/2" THICK 6YPSUM CONCRETE WITH SOUND 1NSUUT10N OVS* 1-1/6" PLYWOOD H.OOR JOI5T5 C5K STWJCTJ WOOD TRUSSES • MKH. UMiT 2X4 WOOD SOFFIT FRAMIN6 0 16' QC. SOFFIT FRAMING FOR MECH. UNIT o 2ND FLR. SCALE: I" = I'-O" REVISES IN PART SHEET A-II DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHfTECr tSP/An^wtecttre 2300 Newport Boulevard Newport Beadj. CA 92663 p: 714.673JD300 f: 714£733267 architecture planning nteriors management ADDENDUM MO. DATE: P5ANO. N/A THIS REV15E5 IN PART SHEET A-H 5HEET; PROVIDE !*ECH. EQUIP. PS* EQUIP. MAMJF. 5/6" TYPE "X" 6YP. BD. OVER 1/2" PLYWOOD SHEATOINS FLOOR JOISTS ffi 5THJCTJ PROVIDE BLOCKING FOR SUPPORTS AS REQUIRE? -1/2" THICK 6YP5UM COMCRE1E WITH 50UND INSULATION 0\« i-l/e" SJCATHIN6 WOOD TRUSSES STKUGTJ NECH. UN T 2X4 HOOD SOFFIT FRAMING 0 16" 0.6.OVER 1/2" PL^fWOD SOFFIT FRAMING FOR MECH. UNIT o 1ST FLR. SCALE: I" = I'-O" REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN ARMY AND NAVY ACADEMY ARCHITECT tftP/Ardvtecture 2300 Newport Bodevard Newport Beach, CA 92663 ft architecture ptannrgtntenon management ADDENDUM NO. DSAKO. H/A TH15 REVISES IN PART SHEET: A-]} - -II 5/S" TYPE "X" 6YF. BD. OVm 1/2* PLYyiOOD SHEATHIN6 1-1/2" THICK 6YPSUM CONCRETE WITH 50UND INSULATION OV5* H/6" PLYW30D SHEATHIN6 - (SEE STRUCT j 6" X 6" INTAKE AIRDUCT taac. MECBj - 2X4 WOOD SOFflT PRAMINS 9 16" OC. 5/&f TYPE "X* 6YP. 0D. OVB? 1/2" PLYWD. 6HEATHIN6 MECH. DUCT. SOFFIT SCALE: \n = r-0' LINE OF SOFflT : H/A-iU( REVISES IN PART SHEET A~fl DORMITORY BUILDING AND SITE 1MPROVEMEN in MY AND NAVY ACADEMY tBP/AicNtetture 2300 Newport Bouievwd Newport Beadi, CA 92663 architecture planning nt&non ADDENDUM NO. DATE: DSANO. N/A THI5 REVI5E5 IN PART ^ 11 5HEET; .-1 CONTRASTING COLOR BORDER 1/2" RADIUS RAISED BRAILLE RAISED LETTERING ROOM NAME/NUMBER SIGN NO SCALE PLASTIC 5I6N REVISES IN PART SHEET /A- 12- DORMITORY BUILDING AND SITE IMPROVEMEN '" MY AND NAVY ACADEMY ARCHITECT tap/Architecture 2300 NtMipQit 8ouke«urd Newport Beach, CA 92663 p:7Mu6710300 ft architecture pfenning interiors management ADDENDUM NO. DATE: DSANO. N/A THIS REVISES IN PART SHEET: A~ SHEET: 2x WOCD BaSCFR rCR ^€CR ST5IH4 REVISES IN PART SHEET *• ARMY AND NAVY ACADEMY ARCHITECT tflP/Afchitectire 2300 Newport Boulevard Mewport Bach. CA 92663 p:7M£73J1300 ft 7K6733267 architecture pianniig interiors management ADDENDUM NO. D5ANO, N/A THIS REVI5E5 IN PART SHEET: A SHEET: 8; v 7 LOUVER VENTS - ALUMINUM VERIFT SIZE W MECH., TYP. REVISES IN PART SHEET A-4 DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHITECT tSP/Arctiitecture 2300 Newport Boutevard Newport Beach, CA 92663 archrtecture pUnrwg interiors management ADDENDUM NO. DATE: D5ANO. N/A THIS REV15E5 IN PART SHEET; 5HEEJ TYP. MSTC66 TYP. AT/19 THIS LINE SEE - REVISES IN PART SHEET DORkiORY BUILDING AND SITE IMPROVEMEN :MY AND NAVY ACADEMY ARCHTrECT tBP/Aidntecture 2300 Newport Scuiewd Newpoit Beadi, CA 92663 fx7MA710300 fc atcNtectuie pbnninghterim management ADDENDUM NO D5ANO. N/A THIS REVISES IN PART -I SHEET-, .A"!-•-* CON-Ci WALL WHERE OCCURS 2x6 STUD B IB" QJ1. NAT. BRADE 2#5 CDNT. TOP 4 HDTTDM FDN FT_AN NTERIDR STEP FDDTINB N.5.T.ID REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHTTECr 2300 Newport Bouievatd Newport Beach. CA 92663 p: 714*710300 f;7H£73S267 arcntecturc planning interion ADDENDUM NO. DATE: D5ANO. WA THIS REVISES IN PART 5HEET: SHET: PLYWE 5HTB. RQDF TRUSS 21-A35 @ EA, BLOCK PLYWOOD SHT'G WHERE OCCURS EAVE BLOCK NB N.T.5.2 REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN AND NAVY ACADEMY ARCHITECT tBP/Architecture 2300 Newport Bouieward Newport Beach. CA 92M3 (X7R6710300 architecture ptonrang ntenm management A9DENOJM D5ANO. N/A THI5 REVISES IN PART SHEET:- SHEET: REVISES IN PART SHEET DORMITORY BUILDING AND SITE IMPROVEMEN 1MY AND NAVY ACADEMY ARCHITECT tHP/Achitecttte 2300 Newport Bodevaid Newport Beadv CA 92663 aichitecture planning interiors management ADDENDUM NO. D5ANO. N/A THIS REVISES IN PART SHEET: SHEET: ADDENDUM NO.DORMITORY BUILDING VtY AND NAVY ACADEMY DATE: 5-29-01 THIS REVISES IN PART SHEET: M-2tfirAAicntectun 2300 Newport Baufcwd Newport BMdv CA 93663 IX 714JS73JQ3QO t 7WA719267 t»4 Woodwew Court Oonmid^CA 92056-2304 1X6190409603 fc 6159417431 DORMITORY BUILDING W AND NAVY ACADEMY CONgJtTWT fwx Woodtdew Cout 92056-2304pc 61&94O9683 ft 6T9S4t7-*J1 2300 Newport Boufanuti h4ewport Bo-ch. CA M663 ADDENDUM ND. BATE; 6-5-01 SCALE 1/8' THIS REVISES IN PARH SHEET: H-l SHEET: 16x6 G) £r ^v* ifihl/>i fa t 11! j • 6x6 DORMITORY BUILDING AND NAVY ACADEMY A8CMTKT 1384 Woorfvtew Cbwt Ooawaid^CA 93056-2304 pc 2300 ^4cMpart Badewd Nmpait Bttdx CA 92663 ADDENDUM NQ DATE: 6-5-01 SCALE 1/8' THIS REVISES IN PART! SHEET; M-l SHEET:MR-7 SQ'd 01 IT DORMITORY BUILDING DATEi 5-29-01 MY AND NAVY ACADEMY SCALE 1/8' THIS REVISES IN PARTI SHEETi P-i 2300 Newport taufcvwd Newport BMdv CA 92663 [x7H£73dD300 t 7KG735267 Mwdt Biglneam B54 WoocMw Cout Ooarakie.CA 92056-2304 61*3409683 fi tBPProj. No.99033.00 Date: June 6, 2001••• \_ I ADDENDUM NO. 4 To Project Bidding Documents For: Dormitory Building and Site Improvements Army and Navy Academy tBP/ARCHTTECTURE 2300 Newport Boulevard Newport Beach, CA. 92663 949/673-0300 TO: PROSPECTIVE BIDDERS This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 10,2001. Acknowledge receipt of this Addendum in space provided on the Bid Form. Failure to acknowledge may subject Bidder to disqualification. GENERAL: l;;i, All bids to be received by 4 pm, June11, 2001 2. Add the following note to all sheets: .Install 1/2 inch plywood sheathing to underside of all ceiling framing. Page 1 of 1 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: DIMENSIONS A//A Refer to drawing A-9, Window Schedule. 1. Revise aH window head heights from 8'-6" AFF to 8'-0" AFF. 2. At Window types C and B on north elevation, change windowsill height from 3'-6" AFF to 4'-2" AFF (sffl to head height to changelrom 5'-0" to 3'-10"). REASON: REQUESTED BY: ENCLOSURES: Reduce view into rooms from street. Owner None DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts By: Daniel Nolan ACTION TO BE TAKEN: Authorized to proceed at no change in price. PROJECT: •Digital Libra Riverside tBP -D&Atf Al 102690 F33 Cl BULLETIN NO. 1 DATE: November 21, 2001 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: ENCLOSURES: PLUMBING WALL At Shower/Toilet Room double framed walls with toilets, provide 6" furring studs instead of 4" furring referenced in details 4 and 5 on drawing A-6. Center footing under non-furring studs. Refer to detail 10 on SD-1 and addendum 3 sheet SD-1. REASON: Provide sufficient clearance within wall and footing for plumbing drain lines. REQUESTED BY: Owner None DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLP By: Daniel Nolan ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner direction. PROJECT: New Dormitory Army Navy Academy tBP#99031.0& BULLETIN NO. 2 DATE: December 3, 2001 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: FIRE LINE RELOCATION - RFI2 Reroute existing 6" fire pipe as indicated on attached sketch RPS-1. Installation and materials to be in accordance with NFPA 24 and Specification section 15310. Thrust blocks to in accordance with "Concrete Thrust Blocks" detail on sheet PO-2 REASON: Unforeseen condition of existing fire line within new building footprint. REQUESTED BY: Owner ENCLOSURES: RPS-1 DISTRIBUTION: Dana Teagarden - Buchanan Tony DePaola - tBP Roger Cellini - ANA Mike Kohls - tBP Stephen Miller - ANA Karim Hosseinzadeh - Jamkar Engineering David Nack - Nack Engineering Joel Brandts By: Daniel Nolan ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner direction. PROJECT: BULLETIN NO. 3 New Dormitory Army Navy Academy DATE: December 6, 2001 tBF 199031.-QQ- DORMITORY BUILDING ARMY AND NAVY ACADEMY -QNSULT.WT ioc Dighieeilig •B84 Woodvfew Gu*t OcEam**e,CA 92O56-23O4 pc 619.9403603 f: 619.94 V4J1 ABCHtTKT tBP/Aicntactm 2300 Newport Bodewd Newport Beach. CA 92663 f: 7K£73.9267 feiterion management BULLETIN DATD 12-3-01 SCALE r=2Q'-Q' THIS REVISES IN PARTI SHEET: PS-1 SHEET;RPS-1 TO 90 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: FIRE LINE RELOCATION - RFI 2 Void Bulletin #3. Intercept existing 6" fire pipe just downstream of vault and reroute fire pipe around construction area and reconnect on the south side of the construction zone with a temporary above Victaulic piping system. Add a 3" Gas, 4" Water and a 6" Fire line around the south side of the new Dormitory Building. Extend 3""Gas, 4" Water and 6" Fire line with shut off valves west of construction area for future use. Add a 6" connection to existing 6" site fire pipe on south side of new Dormitory Building. Disconnect temporary pipe and cap and abandon pipe and vault after the Gty of Carlsbad has shut off the water. REASON: REQUESTED BY: Unforeseen condition of existing fire line within new building footprint. Routing the fire line around west side of building is in potential conflict with Edison work. Provisions for future Dormitory work. Owner ENCLOSURES:RPS-1, 2 and 3 DISTRIBUTION: Dana Teagarden - Buchanan Roger CelHni - ANA Stephen Miller - ANA David Nack - Nack Engineering Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar-jEngineering Joel Brandts By: Daniel Nolan U, ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner direction. PROJECT: New Dormitory Army Navy Academy tBP ff 99031.00 BULLETIN NO. 3R DATE: December 17, 2001 DORMITORY BUILDING ARMY AND NAVY ACADEMY ONSULTAKT Nack Engineering 1384 Wbodvfew Court OcMnside.CA 92056-2304 p; 619.9403683 f, 6W.9417431 ARQHrTtCT tBP/Ardiitectm2300 Newport Boufevaid Newport Beadi. CA 92663 architecture planing interiors management BULLETIN DATEi 12-17-01 SCALE l'=2Q'-Of THIS REVISES IN PAR! SHEET; PS-1 SHEET:RPS-1 TO DORMITORY BUILDING ARMY AND NAVY ACADEMY 3NSULTAKT riadc Gngheerihg 13S4 Wbodview Gout Oceanside, CA 92056-2304 pc 619.340.9683 ft 6193417431 ABCHfTtCT tBP/ArdAecture 2300 Newport Bouievaid Newport BeKh, CA 92663 pc 714.67310300 fc7K673.9267 ntenon mnagenwnt DATD 12-17-01 SCALE l'=EO'-0' THIS REVISES IN PARH SHEET; PS-1 SHEET'RPS-2 TO DORMITORY BUILDING ARMY AND NAVY ACADEMY .ONSULTAMT Hack fogmeeflng 1384 Wbofvfew Court Oceamidc,CA 92056-2304 pe 619.9403683 ft 6193417431 ARCHrTKT tSPMrchitectupe 2300 Newport Sodewaid Newport Beadl. CA 92663 ardiftectue planning nterion maragement DATE: 1E-17-01 SCALE r=2ff-0 THIS REVISES IN PART] SHEET: PS-1 SHEET;RPS-3 in /.I Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: IRRIGATION -RFI12 Replace existing irrigation meter and backflow prevention device with the following: 1. The irrigation meter and backflow preventer shall be 11/2" each. 2. Use febco 825y reduced pressure backflow preventer or approved equal. 3. Service to water meter shall be 11/2" size. REASON: REQUESTED BY: ENCLOSURES: Landscape architect's information provided during design indicated the existing lines were 11/2". Landscape Architect / Owner None DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Peter Wiesbrod - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLP By: Daniel Nolan ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner direction. PROJECT: New Dormitory Army Navy Academy BULLETIN NO. 4 DATE: December 20, 2001 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: REFERENCE FIRE LINE RELOCATION - RT TT .T .FTTN NO. 3R Omit 4" Water line around the south side of the new Dormitory Building. Omit 4" Water line with shut-off valve west of construction area for future use. Provide 2" Water line and necessary connections directly into Dormitory Building as per attached sheets RPS-1, RPS-2 and RPS-3. REASON: REQUESTED BY: ENCLOSURES: City of Carlsbad will only provide 2" (max.) water meter. Architect / Owner RPS-1, RPS-2 and RPS-3 DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Peter Wiesbrod - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - _GLP By: Willis Fisher ACTION TO BE TAKEN: Authorized to proceed. No change in Contract price. PROJECT: New Dormitory Army Navy Academy tBP 199031700 • BULLETIN NO. 5 DATE:January 10, 2002 DORMITORY BUILDING ARMY AND NAVY ACADEMY 'NSULTANT Jc &igjneaing 1384 Woodview Coat Ocsmu6e,CA 920S6-i304 p 61934a9683 ft 61*9417431 ARCHITECT tBPMrdiitectiR 2300 Newport Bodevaid Newport Beadv CA 92663 pc 7T*673JD300 fc 7T4A719267 nterion maragonent BULLETIN DATD 12-17-01 SCALE l'=20'-0' THIS REVISES IN PARH SHEET; PS-1 SHEET:RPS-1 10 iT DORMITORY BUILDING ARMY AND NAVY ACADEMY NSUITAISTT -de Engineering 1344 Wbodvie* Cout Oaansbe,CA 9205&2304 1*619340.9683 ft 6193417431 ARCHITECT ISP/Architecture 2300 Newport Botdevaid Newport Bead^ CA 92663 pn4.b73.03OO ft 71*673.9267 •ItlHJUtS management DATD 12-17-01 SCALE r=20'-0' THIS REVISES IN PART] SHEET: PS-i SHEET:RPS-2 E-d 10 DORMITORY BUILDING ARMY AND NAVY ACADEMY ^NSULTAMT —«t Bigheering T384 WooeMew Court OceansfckCA 92056-2304 jr 619,9409683 ft 6195417431 ARCHITECT tBP/Archftectue 2300 Newport BoJcwud Newport Beadi. CA 92663 p7K673UBOO f: 714^733267 ordMective planning interiors management DATE: 12-17-01 SCALE l'=20'-0' THIS REVISES IN PART) SHEET: PS-1 SHEET:RPS-3 TO Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: TENNIS COURT LIGHTING Revise homerun callout for Tennis Court lights to read, "Route to (2) 20a, IP spares in existing panelboard." And revise conductors in homerun to be (3) #12's and (1) #12 ground, (each Tennis Court light to be on a separate circuit) REASON:To accommodate Owner's desire to increase wattage of Tennis Court luminares REQUESTED BY:Architect / Owner ENCLOSURES:none DISTRIBUTION: Dana Teagarden Roger Cellini Stephen Miller David Nack Peter Wiesbrod - Buchanan - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - Gl By: Willis Fisher ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBF #09031:09- BULLETIN NO. 6 DATE:January 10, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: REVISED SHOWER/TOILET ROOMS Extend north wall out 18" and shift layout accordingly. REASON: REQUESTED BY: ENCLOSURES: Aesthetics - City of Carlsbad (Housing and Redevelopment) Architect / Owner 1R/A-6 and 2R/a-6 DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nadc - Nack Engineering Peter Wiesbrod - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GiP By: Willis Fisher ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP £99031.00" BULLETIN NO. 7 DATE: January 15, 2002 77^33.03 NOTES: 1. ALL 5ILLS TO 0E OF PRESSURE TREATED LUMBER 2. ALL CERAMIC TILE TO BE SET IN FULL SETTING BED 3. PROVIDE HOT ASPHALT MEMBRANE WATERPROOFING S 2ND FLOOR SHOCCRS AND EXTEND UP WALLS AND CURB AS INDICATED. 4. PROVIDE MEMBRANE WATERPROOFING (WATERPROOF UNDERLAYMENTJ 8 ALL 2ND LEVEL "WET AREAS" EXTEND UP WALLS 12" MiN. U.N.O. SOUND ATTEMJATION INSULATION - TYP. I2" 0 PERIMETER OF MAIN FLOOR TILE 1A 4'-!' -T-0" HIGH METAL STORAGE CABINET W/ (4) ADJ. SHELFS SOUND ATTENUATION INSULATION - TYP. woHdng north SOUND ATTENUATION INSULATION - TYP \2' « PERIMETER OF MAIN FLOOR NOTE: SEE SHEET A-IFOR JANITOR'S ROOM 101 SOUND ATTE>(JATION INSULATION - TYP. 1. ALL SILLS TO BE OF PRESSURE TREATED LUMBER 2. ALL 6ERAMIC TILE TO BE SET IN FULL SETTIN6 BED workng north Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: - INFERENCE S 1. All window heads to be 8'-0" A.F.F. 2. All window sills, (except type "Bl"), to be 4'-2" A.F.F. REASON: REQUESTED BY: Privacy and constructability Architect / Owner ENCLOSURES:none DISTRIBUTION: Dana Teagarden Roger Cellini Stephen Miller David Nack Peter Wiesbrod - Buchanan - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts . - <2LP. By: Willis Fisher ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #90031.00.. .o* BULLETIN NO. 8 DATE:January 15, 2002 Wl'/Architecture 2300 Newport HouK-v.irJ Newport Hcach, CA. '•'26^ ph' ^19 6~3 0300 MX: 94U -.73 l'2r>: Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: WINDOW TYPE "A" - REFERENCE SHEET A-9 1. Change from 8'-0" wide to 6'-0" wide 2. Windows to be centered @ each Dorm. REASON: To increase shear strength @ South wall. REQUESTED BY: Architect / Engineer ENCLOSURES: none DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Peter Wiesbrod - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts . - <£LP By: Willis Fisher ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99031.00- BULLETIN NO. 9 DATE: January 15, 2002 .of* Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: DOOR LOCATION @ ELECT. RM. 119 1. Move door #119 as shown on attached sketch and change swing. 2. Layout rough openings as per sketch dimensions REASON: REQUESTED BY: ENCLOSURES: To maintain shear strength @ South wall. Architect / Engineer / Contractor SK-1 DISTRIBUTION: Dana Teagarden - Buchanan Roger CeMni - ANA Stephen Miller - ANA David Nack - Nack Engineering Peter Wiesbrod - Land Architecture TonyDePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - OLP By: Willis Fisher -tBP ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 10 DATE: January 15, 2002 CO Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: DOOR LOCATION @ ELECT. RM. 119 (REF. BULLETIN 1. Door 119 to be relocated per attached dwg. 2. Construct portion of south exterior shear waU between grid lines 6 and 9 per Structural dwgs. (prior to Bulletin 10.) REASON:Relocating door 119 from interior to exterior per Bulletin 10 will not allow for proper shear wall construction at south exterior wall. REQUESTED BY: Architect / Engineer ENCLOSURES: SK-5 DISTRIBUTION: Dana Teagarden Bill Buchanan Roger Cellini Stephen Miller David Nack Peter Wiesbrod - Buchanan - Buchanan - ANA - ANA - Nack Engineering - Land Architecture Tony DePaoIa - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLP Daniel Nolan - tBP By: Willis Fisher -tBP ACTION TO BE TAKEN: Please submit a cost proposal for Architect's review. Authorized to proceed with the work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 10R DATE: January 29, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: 1. All exterior window heads to be 7'-0" A.F.F. 2. All window sills @ South exterior elevation to be 3'-6" A.F.F. 3. All window sills @ North exterior elevation to be 4'-2" A.F.F. (except type Bl) 4. All window headers @ South exterior elevation to change from 6x14 to 6x12 (ref. Floor Framing Plan on sheet S-l) 5. Refer to attached sketches for detailed information. REASON: REQUESTED BY: ENCLOSURES: To allow for framing per Structual Dwgs. Architect / Engineer / Contractor / Owner SK-2, SK-3, SK-4 DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Peter Wiesbrod - Land Architecture Tony DePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLP Daniel Nolan - tBP, ] By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed at no increase in Contract time or cost. Submit credit proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBF #99033.00 BULLETIN NO. 11 DATE: January 25, 2002 T-Q" m 6 -< Occo rn o -< O Odco 7T R.O. Ul O-QmXJ>03r~rn O —sO O m O OXJrn XJO rn XJrnCP — i u^OX)rnrn O) Om rnXS-M rnm -H rn > ~nO rn in oi /*j rn C~j ni m O-X — ^ cz O—\ rnX3 ~nOXJ O O"0rn -HI r~rn rn rn —i ^Om 03XI rn rn O rn CP x rnXI rn O 03 XJO 2: O O O n:rn XJ M Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: BALCONY FRAMING CHANGES 1. 2x12 wd. joists to be level with the bottom of the TJTs as shown. 2. Provide 3x wd. blocking at column line "D" in lieu of 2x wd. and fasten as shown on detail 6/SD-2 3. Shim 2x12 joists w/ ripped 2x's glued and screwed @ 24" o. c. to top of joists to achieve sloped deck. 4. Fin. Fir. @ Balcony to be 1A" below Fin. Fir. @ interior. (Traffic Topping is W thick) REASON: REQUESTED BY: ENCLOSURES: To achieve sloped deck and maintain structural design. Architect / Engineer SK-5 DISTRIBUTION: Dana Teagarden - Buchanan Roger Cellini Stephen Miller David Nack Peter Wiesbrod - ANA - ANA - Nack Engineering - Land Architecture TonyDePaola - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLP Daniel Nolan - tBP By: Wi -tBP ACTION TO BE TAKEN: Authorized to proceed at no increase in Contract time or cost. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 12 DATE: February 6, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: WINDOW MANUFACTURER 1. Window manufacturer to be Keystone Industries, Double Hung Side-Load, Model 3001 DH-HG40. 2. The above window will have 7/8" insulated glass w/1/8" tempered glazing in lieu of originally specified 1" insulated glass w/ !4" tempered glazing. Also, the rating will tie HC-40 in lieu of originally specified HC-50. REASON: REQUESTED BY: ENCLOSURES: Decreased window sizes per Bulletin #11 will not allow for specified characteristics. Architect / Engineer none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed. Submit credit proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 13 DATE: March 1, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: FIRE ALARM SYSTEM First and Second Floor Signal Hans: 1. Provide fire alarm strobe lights in each one of the foyers (not in select ones as indicated) 2. Provide w.p. manual pull stations at the building's exterior in two locations on each floor (below the F.A. horns at Grids 3 and 13). Connect as required. Note: The Contractor shall submit fire alarm shop drawings to the fire alarm authority, having jurisdiction, for approval. REASON: REQUESTED BY: Colleen Balch, City of Carlsbad Fire Department, has changed the requirements of the previously approved Construction Documents. City of Carlsbad ENCLOSURES:none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod - Buchanan - ANA - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher XJ/K -tBP ACTION TO BE TAKEN: Authorized to proceed. Submit cost proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 14 DATE:March 7, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: PLASTIC TOILET PARTITIONS. SEATS. LOCKERS AND COUNTERTOPS 1. All toilet partitions and benches to be Santana #175 (gray). 2. All Lockers and Countertops at Foyers to be Santana #275 (dark blue). REASON: REQUESTED BY: ENCLOSURES: Darker color is easier to maintain. Owner none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod - Buchanan - ANA - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK - tBP ACTION TO BE TAKEN: Authorized to proceed at no increase in Contract Time or Cost. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 15 DATE: March 13, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: 1. Omit exterior windows @ Mechanical Room 132 and Faculty Room 232. REASON: REQUESTED BY: ENCLOSURES: Cost savings Owner none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed. Submit cost proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 16 DATE: March 19, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: LOUVER OMISSIONS 1. Omit 24"x40" louvers between Dormitories REASON: REQUESTED BY: ENCLOSURES: Aesthetics Owner none DISTRIBUTION: Dana Teagarden - Buchanan Gen. Steve Bliss - ANA Roger Cellini Stephen Miller David Nack Peter Wiesbrod - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed per Owner's direction. Submit credit proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 17 DATE: April 1, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: ATTIC VENTILATION 1. Provide 12"x24" dormer type roof vents above each individual attic space at south roof and east end of building. (6-total) Mount as high on roof as possible without being visible from north side of building. 2. Vents to be copper. 3. Cut 14"x14" hole in plywood at walls along gridlines 4,9 and 14 within attic space as high as possible. REASON: REQUESTED BY: ENCLOSURES: To provide more attic ventilation. Owner none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK illis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed per Owner's direction. Submit cost proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 18 DATE: April 1, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: SHOWER CONTROLS RELOCATION 1. Construct full-height shower partitions as shown on attached drawings. 2. Omit plastic shower partitions. 3. Plastic shower doors to remain. Doors to swing out. 4. Provide ceiling mounted light fixture at each shower stall: Failsafe # RDS-12 26CT DT WH REASON: REQUESTED BY: ENCLOSURES: Code compliance Architect SK-6,SK-7and7R DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesb rod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fi - tBP ACTION TO BE TAKEN: Authorized to proceed per Owner's direction. Submit cost proposal to Architect for review. PROJECT: BULLETIN NO. 19 New Dormitory Army Navy Academy DATE: April 1,2002 tBP #99033.00 8 SOUND ATTENUATION INSULATION - T' SOUND ATTENUATION INSULATION - TTP. 50UND ATTENUATION INSULATION - TY 12" @ PERIMETER OF MAIN FLOOR O" HI6H METAL STORAGE CABINET ADJ. 5HELF5 50UND ATTENUATION INFLATION - TYP. *=7<-l o O Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: DRAFT STOP ACCESS DOORS 1. Provide 22" x 30" (min.) flush mounted metal access doors to allow for access into each attic space. 2. Locate on walls within attic space along grid lines 3,4,6, 8,9,11,13 and 14. 3. Doors to be self-closing 4. Manufactured by Milcor (style M) or equal 5. Coordinate exact location to be mounted with Owner. REASON: REQUESTED BY: ENCLOSURES: Code compliance Architect none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK -tBP ACTION TO BE TAKEN: Authorized to proceed per Owner's direction. Submit cost proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 20 DATE: April 1,2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: EXHAUST FAN LOUVERS 1. Change exhaust fan louvers on North side of building from 30x14 to 24x24 and maintain 4'-0" between louvers to maintain shear strength @ exterior wall. f REASON: To maintain integrity of shear wall REQUESTED BY: Architect/Structural Engineer ENCLOSURES:none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola Daniel Nolan Mike Kohls Karim Hosseinzadeh Joel Brandts - tBP -tBP - tBP - Jamkar Engineering - GLPK By: Willis Fisher - -tBP ACTION TO BE TAKEN: Authorized to proceed per Owner's direction at no change to Contract. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 21 DATE: April 1,2002 IBP'Architecture Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: EXTERIOR LIGHTING AT WEST STAIR 1. Provide new light fixture in lieu of specified fixtures at west exterior wall, (see attached catalog cut-sheet) 2. Mount 20'-0" A.F.F. at center of west wall between grid lines B and E. REASON: REQUESTED BY: ENCLOSURES: Aesthetics Owner fixture cut-sheet DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Wiesbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher ., -tBP ACTION TO BE TAKEN: Authorized to proceed per Owner's direction. Submit cost proposal to Architect for review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 22 DATE: April 1, 2002 Ul KJ TO O rn O 70 70 < rn -~n O TJrn OJ rn 70 Offl rnx -<O QO rn > rn^ (ji -0rn rn,-1 — £ o S>0§ = ^5 JQ F? (S;l = ~nO 7t) 0 O rn a:rn 3=8-051rn 70 vJ* rn5a rn rnOo^ 03 Oxi >r~rn O 3 a O> rn O -am p m n: CO Oo o 3 o> rn O 3 on Z O o MCGRAW-EDISON DESCRIPTION DIMENSIONS The Acura features a variety of optical designs which deliver maximum beam control for architectural facades, signage, monuments, airport aprons and building perimeters. U,L 1572 listed for 40°C ambient temperature operation. CSA certified. 63/4- !171rnm ASFACURA KNUCKLE 5 0W- 1 7 5W High Pressure Sodium Metal Hatide SMALL KNUCKLE- MOUNTED FLOODLIGHT Aluminum draw-action latches offer easy access to lamp compartment and secure seal Aerodynamical ly designed die-cast aluminum housing has low EPA rating. Housing finished in black polyester powder coat Heat- and impact-resistant tempered glass lens Computer designed die-cut reflector systems Door gasket is closed-cell siiicone, providing maximum protection of interior components from the elements Parts mounted to fixture housing for extended component and lamp life Medium-base porcelain socket Approximate net weight: 24 IDS. (11 kgs.) EPA-Eff»ctive Projoctsd Area: 9 Sq. Ft. @45* ORDERING INFORMATION SAMPLE NUMBER! ASFTOIISXX A<=>F 15 1 1 Product Family La ASF= Acura 1= Small Rood i 2- I Lamp Wattage/Baa*1'1 50=50W/Medium 70=70W/Medium 10=100VWMedium 15=l50W/Medium 17=175W/Medium mpType Ballast111 MH l=Hi.-X HPS 2=CWA 3=Reactor NPF 4=Reacior HPF 5=CWIlil 1 Voltage'11 1=1 20V 2=208V 3=240V 4=277V 5=4SOV 6=Triple-Tap'sl wired 347V/" 9=Multi-Tap'sl \ wired 277V i Beam Spread 22=2x2 lsl 23=2x3'" 44=4x4 55=5x5 Wl 63=6x3 "7S=7xe^\ *- >S ^ TV/AS K SV/AS, Mounting"1 Option* & K=1/2" NPT ' Accessories Knuckle (See Below) PRODUCT INFORMATION Catalog Number ASF70119XXK ASF10119XXK ASF1S119XXK ASF17129XXK ASF50219XXK ASF70219XXK ASF10219XXK ASF15219XXK Lamp Wattage 70 100 150 175 50 70 100 150 Lamp Type MH MH MH MH HPS HPS HPS HPS Options (add as suffix! F^Single Fuse (120, 277 or 347V) FF=Double Fused (208. 240 or 480V) P=Button Photocontrol (specify voltage) CUQuartz Restritte (Limit to 150W max. quartz lamp only. Lamp not included.) R=NEMA Twisilock Photocontrol Recepiacle L=Lamo Included =Black (Standard) AP=Grey BZ=8ronze Accessories (order separately) OBC=Outlet Box Cover (1/2" threads) VS/AS=Vandal Shield Small WG/AS=Wire Guard Small !L/AS/VET=Vertical Internal Louver Kit191 IL/AS/HOR=Horizontat Internal Louver Kit1"1 TV/AS=Top/ bottom Visor Small 4f^ SV/AS=Side Visor Small"!"""* OA1016=Multi-Tap NEMA Photoconirol OA1027=480V NEMA Photocontrol OA1201=347V NEMA Photocontrol COOPER LIGHTING NOTES:' ' All lamps are madium-base. B) Standard ballast is higrt-reactance HPF MT, axcepl in 17SW MH fixiurss uvhich have a standard CWA ballast. m AvailaOffl in Canada only. '*'Products also availaole in non-US voltages and 50Hz for internaiional markets. Consult factory tor availability and ordering information. ls1Multi-Tap ballast is 130/308/240/277V wired 377V Triple-Tap ballast is 120/277/347V wired 347V.I6) Available in meial halide only.I7) Available in nigh pressure sodium only.(B'SlipdHHr mount snd Venn mount also available. '91 Vertical Louvers must ba usefl witn venicle lamp positions.i101 Honzonial Louvers must Be used witn horizontal lamo positions. Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: BOILER/WATER HEATER FLUES AND COMBUSTION AIR 1. Reroute and resize Boiler and Water Heater flues as shown on attached drawings. Actual location of flue run thru framing members are to be coordinated in field. 2. Construct 1 -hr. rated enclosure around flues from 1a floor ceiling to bottom of roof sheathing. 3. Omit Combustion Air Ducts and duct shaft at northwest corner of Mechanical and Faculty rooms in their entirety. 4. Provide new Combustion Air louvers on north wall of Mechanical Room per attached drawings. REASON:field coordination REQUESTED BY: Architect, Mechanical Engineer, Contractor ENCLOSURES: MR-10 and MR-11 DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Weisbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan -tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed at no change in price. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 23 DATE: ApriM7)2002 20x6 30*4 DORMITORY BUILDING RMY AND NAVY ACADEMY CONSULTANT Nadc Engineering 1384 Woodview Court Oceanside,CA 92056-2304 p:619.940,9683 f: 619.9417431 ARCHITECT tBP/ArcHtecture 2300 Newport Boulevard Newport Beach, CA 92663 pt 714.673.0300 ft 714.673,9267 architecture planning interiorsmanagement DATE) 446-02 SCALE 1/4' THIS REVISES IN PART] SHEET; M-i SHEET:MR-10 oo~n DORMITORY BUILDING RMY AND NAVY ACADEMY CONSULTANT Nack Engineering 1384 Woodview Court Oceanside,CA 92056-2304 p; 619.940.9683 ft 619.9417431 ARCHITECT tBP/Archttecture 2300 Newport Boulevard Newport Beach, CA 92663 pc 714.673XHOO ft 7MA73.9267 archrtecture planning interiors management DATE: 4-16-GP SCALE 1/4' THIS REVISES IN PAR~ SHEET; M-l SHEET;MR-11 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: RELOCATE BUILDING UTILITY SERVICE 1. Revise water and gas service location to enter the building per attached sketch. REASON:field coordination REQUESTED BY: Architect, Mechanical Engineer, Contractor ENCLOSURES: PR-7 DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Weisbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher -tBP ACTION TO BE TAKEN: Authorized to proceed at no change in price. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 24 DATE: April17,2002 DORMITORY BUILDING JWY AND NAVY ACADEMY DATEi 4-16-02 SCALE /8' THIS REVISES IN PAR]] SHEET: p-lMack Engineering 1384 Woodview Court OceansWe, CA 92056-2304 p 619.940.9683 ft 619.9417431 tBP/ArcNtecture 2300 Newport Boulevard Newport Beach, CA 92663 PC 714.673.0300 ft 7K673.9267 architecture pfamng interiorsmanagement Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: SOLID PLASTIC BASE CABINETS 1. Omit the under-counter plastic base cabinets at the Foyer rooms. (Full-height lockers to remain.) 2. Countertops to remain, 3. Provide cpuntertpp supports per detail 6/A-6. Install supports at 32" o.c. with one at each side of sink. REASON: REQUESTED BY: ENCLOSURES: product not available Owner none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Weisbrod - Buchanan - ANA - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed. Submit credit proposal for Architect to review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 25 DATE: April 29, 2002 tBP/Architecture 2300 Newport Boulevard Newport Beach. CA. 92863 ph; 949 673 030C fax: 949 673 S267 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: GAS METER RELOCATION 1. Relocate gas meter and building service piping as indicated on attached sketch PR-8 REASON: REQUESTED BY: ENCLOSURES: coordination Owner PR-8 DISTRIBUTION: Dana Teagarden Gen, Steve Bliss Roger Cellini Stephen Miller David Nack Peter Weisbrod - Buchanan - ANA - ANA - ANA - Nack Engineering - Land Architecture TonyDePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed at no change in Contract. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 26 DATE: April 30, 2002 DORMITORY BUILDING ARMY AND NAVY ACADEMY ARCHITFCT Nack 1384 Woodwax Cotrt Oceanside. O 92O5to.23O4 23OO Newpcrt Boulevard Ne-ixxt Beach. CA 92663 p: 714.&7i0300 f. archraxnre planning BULLETIN MEL 4-29-02SCALE i/ir" THIS RfVIS! S IN PARH SHEFTj P SHEET:PR-8 2O Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: DUCT SENSOR 1. Install return air duct temperature sensors in lieu of wall mounted thermostats. REASON: REQUESTED BY: ENCLOSURES: concealment Owner none DISTRIBUTION: Dana Teagarden Gen. Steve Bliss Roger Cellini Stephen Miller David Nack Peter Weisbrod Buchanan ANA ANA ANA Nack Engineering Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Authorized to proceed. Provide cost proposal for Architect's review. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 27 DATE: April 30, 2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: SHOWER COMPARTMENTS 1. Install 2-piece fiberglass reinforced shower compartment per attached manufacturer's data with the following options: a. Brass shower drain with stainless steel cover b. Door with chrome frame and obscured glass 2, Modify existing framing per attached sketches. 3. Omit tile and setting bed at shower floors. 4, Center fiberglass shower compartments over existing drain locations. 5, Omit tile finish on walls between compartments and provide moisture resistant gyp. bd. (painted). 6. Refer to attached drawings and data sheets for more information. REASON:Maintenance REQUESTED BY: ENCLOSURES: Owner SK-8, SK-9, MR-12, MR-13, fiberglass shower data sheets (4) pages DISTRIBUTION: Dana Teagarden - Buchanan Gen. Steve Bliss - ANA Roger Cellini Stephen Miller David Nack Peter Weisbrod - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher ACTION TO BE TAKEN: Submit cost proposal. Proceed with work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 28 DATE:May 14,2002 tBP/Architecture 2300 Newport Boulevard Newport Beach, CA, 92663 ph: 949 673 0300 fax: 949 673 9267 SOUND ATTENUATION INSULATION - TYP. 12" @ PERIMETER OF MAIM FLOOR Uvtt U- SOUND ATTENUATION INSULATION - TYP. SOUND ATTENUATiOM INSULATION - TYP. 12" e PERIHETER OF MAIN FLOOR '-O" HI6H METAL STORA6E CABINET APJ. 5HELF5 SOUND ATTENUATION INSULATION - TTP. No. M 2844! EXP. 6-30-C DORMITORN ARMY AND NAVY ACAC -ONSULTANT i BUILDING .JCT 1FMY IxQL/l iv^ARCHITECT \ Nack Engineering 1384 Woodview Court Oceanside, CA 92056-2304 p: 619.940.9683 f: 619.9417431 tap/Architecture 2300 Newport Boulevard Newport Beach, CA 92663 p: 714.673,0300 ft 714.673.9267 architecture planning interiors management BULLETIN DATE: 5-14-02 SCALE 1/8' THIS REVISES IN PART SHEET: M-l MR-12 No. M 28449 EXP. 6-30-01 DORMITORY BUILDING ARMY AND NAVY ACADEMY CONSULTANT Nack Engineering 1384 Woodview Court OceanskJe, CA 92056-2304 p: 619.940.9683 ft 619.9417431 ARCHITECT tBP/Architecture BOO Newport Boulevard Newport Beach, CA 92663 p: 714.6710300 f: 714.673.9267 architecture planning interiors management BULLETIN : 5-13-OH SCALE 1/8' THIS REVISES SHEET; M-l PART SHEET:MR-13 Whirlpools - LASCO Bathware -1-800-877-2005 - the nation's largest manufacturer of b... Page 1 of 2 Model*: 1323-2P Dimensions: 32"W x 32"D x 72 3/4"H Metric Dimensions: 815 W x 815 D x 1850 H about LASCO » customer service • export • home Lascoat™ Gelcoat finish, Fiberglass Reinfoi Polyester Smooth wall, 2-piece molded sectional tub/shower for easy installation in remodelin new construction BathLock™ front installation fastening syste Leakprooi right angle joint flanges Integral soap shelf on back wall Center drain location Slip resistant, textured bottom Not listed by lAPMO or FHA (due to floor dimensions) 3-Year Warranty: Lascoat™ Finished Produ Options Color Matching Teth Bain Sheet Colors to match all major fixture brands Brass shower drain/stainless cover Factory installed FFHA reinforcement for ow installed assisted care grab bars Factory installed assisted care grab bars LASCO Door: Available in Chrome or Gold I and Clear or Obscure glass in pdf format CO DisTibutors in pdf format LASCO Door Images are not to scale and not proportionate in size to other images. Please reference dimensions provided for actual product size. http://www.lascobath.com/browse.pl 5/8/2002 RemodeLine™ LASCOAT™ Showers BATHWAKE A M EjUCA15 BATHTUB COMPANY 1323-2P Rough-in Dimensions: inches (mm) ALCOVE Width Depth Drain Box-Out 32W (815) 33%' (845) 6'(15Q)dla. Brand/CodeIdentificationnside Center Dam) STANDARD FEATURES Lascoar Gelcoat finish, Rberglass Reinforced Polyester Smooth wall, 2-piece molded sectional shower for easy installation in remodeling and new construction BathLock" front installation fastening system Leakproof right angle joint flanges Integral soap shelf on back wall Center drain location Slip resistant, textured bottom Not listed by IAPMO or FHA (due to floor dimensions) 3-Year Warranty: Lascoat Finished Products OPTIONS • Colors to match all major fixture brands • Brass shower drain/stainless cover • Factory installed FFHA reinforce- ment for owner installed assisted care grab bars • Factory installed assisted care grab bars • LASCO Door: Available in Chrome or Gold finish and Clear or Obscure glass MODEL Finish OW Overall/Net Width OD Overall Depth Net Depth OH Overall Height Net Height EO Enclosure Opening DH Dam Height ni Rough-In RC Rough-Center DR/DC Drain Diameter Drain Clearance Appro*. Weights Ibs. (kg.) LASCO Door Swing Fax-On-Demand Doc.# 1323-2P Smooth Wall 32" (815) 33W (845) 32" (815) 74' (1880) 72%' (1850) 28" (710) T (180) 15%' (400) 16" (405) 3W (80) 1W"(40) Net 87 (39) Pkgd. 92(41) L3201 3001 SlOf E. Kaiser Blvd., Anaheim. CA 92808 • (800) 877-2005 • www.LASCOBathware.com • Rev. 6/01 ^ 31 « A" — i « n 1 1 5%" , — i \ ELE^ r— fr~' ~s$=~b f3%MDIA.- | JBRANpftOGO. i ']' PH ^% O<£ . i ^ OVERALL TRIMMED . _' .WIDTH ._. ENCLOSURE OPENING T ' fri i ! i i : 3OAP DISH 1 — * ^9"^ 331/*" -T — 7" . 1f \N VIEW. SIDE I1/*" — i x^- - - I V "^ 72%"- 74"" OVER '' ALL49" " 36" . 231//', ., ,- i iii — — -H X — f — — i — I, ...I i • ..— ...— i . ._J^.^_^H« h -*• 1 6"-»4 ^- DRAIN CTR. LINE 1%" CLEARANCE /ATION AND PART SECTION SCALE 20" =1" - +K~r^==^i S DAM CROSS SEC. .33%" — ' REF. 6 M 1 -. • ••. *vX *v»N k7*.>> N'V -•V ^ • i J* \ ' ' ROTTOM BOV SECTION "A j J 52" • 5 \RD 1 — "A" — BATHWARE FFHA REQUIREMENT . -SECTIONAL 32" SHOWER 7/99 MODEL 1323-2P LASCO Door - LASCO Bathware - 1-800-877-2005 - the nation's largest manufacturer of... Page 1 of 3 about LASCO • customer service • export* home « /W/y RnadiiBd Pvtl Handle Quality Engineering All LASCO Doors are engineered using the highest and workmanship: Standard glass thickness is 5/32" compared tt standard minimum of 1/8". Clear glazing is used on all doors between the glass to prevent distraction from the unit finisr Hassle-free installation with both vertical and i adjustments incorporated into the design, ace awkward situations such as out-of-plumb wall: Heavy polished, brite aluminum extrusions wil or White Powdercoat finishes. Choose between the look of traditional, Obsci modern, Clear Glass. Standard Features • Fully concealed, non-corroding hinge system tight hinge that cannot be seen from inside or fixture. This provides the same appearance 01 and hinge sides, along with a natural doorsto the door from being "over" opened. • Left or right hand hinge installation. • Full length hinge and magnetic latch provides and water tight seal. • No drilling is required for mounting the drip ca the shower. • Easy to grip, fully anodized pull handle. Door Model #: L3607 Available for 30", 32", and 36" wide showers and sho' Picture shown with Shower Model 1363-STC in Bone with Obscure Glass Door, Model L3607GO. http://www.lascobathware.com/doors-swing.htm 5/8/2002 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: 1. Provide 22"x30" opening in shear walls between attic spaces at towers. REASON: REQUESTED BY: ENCLOSURES: Maintenance Owner/Architect (1) page, Structural Calcs. (Option #2) DISTRIBUTION: Dana Teagarden - Buchanan Gen. Steve Bliss - ANA Roger Cellini Stephen Miller David Nack Peter Weisbrod - ANA - ANA - Nack Engineering - Land Architecture Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Provide cost proposal. Proceed with work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 29 DATE: May 10, 2002 IBP/Architecture 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 926: 3 :26 PM JAMKftR INC.250 15:P . 02 JAMKAR ENGINEERING Civil & Structural Engineers 4931 Birch St. Newport Beach, CA 92660 (949) 250-0522, Fax (949) 250-15:7 .,•1)8 _ SKCET NO.OF, CALCULATED BY_^ CHECKED BY _ SCALE DATE. „.. DATE. V "To P J < u/. n 5 Tic APS r*&8L Gel D- Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: BUILDING PAINT 1. Omit exterior paint where plaster occurs and provide fog coat as necessary to provide a uniform color finish. 2. All interior paint colors to be selected by Owner. REASON: REQUESTED BY: ENCLOSURES: Cost savings Owner none DISTRIBUTION: Dana Teagarden - Buchanan Gen. Steve Bliss - ANA Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering Tony DePaola - tBP Daniel Nolan - tBP Mike Kohls - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK By: Willis Fisher - tBP ACTION TO BE TAKEN: Provide cost proposal. Proceed with work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 30 DATE: May 20, 2002 iBP/Archiiecture 2300 Newport Boulevard Newport Beach, GA. 92663 ph. 949 673 0300 fax: 949 673 9267 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: LOUVERS BETWEEN DORMITORIES 1. Provide 14 W x 8' transfer grilles between dormitories as shewn on attached sketch. Install 6" below ceiling, (typical for all dormitories) REASON: Passive Ventillation REQUESTED BY: Owner ENCLOSURES: SK-10 DISTRIBUTION: Dana Teagarden - Buchanan Tony DePaola - tBP Gen. Steve Bliss - ANA Daniel Nolan - tBP Roger Cellini - ANA Mike Kohls - tBP Stephen Miller - ANA Karim Hosseinzadeh - Jamkar Engineering David Nack - Nack Engineering Joel Brandts - GLPK By: Willis Fisher -tBP ACTION TO BE TAKEN: Provide cost proposal. Proceed with work per Owner's direction. PROJECT: BULLETIN NO. 31 New Dormitory Army Navy Academy DATE: June 26,2002 tBP #99033.00 IBP.'Archnccture 2300 Newport Boulevard Newport Beach, C A. 92663 ph: 9496730300 fax: 949 673 9267 Bulletin To: Buchanan & Buchanan 350 Fischer, Suite C Costa Mesa, CA 92626 DESCRIPTION: WINDOWS 1. Order new windows per attached window schedule. 2. Remove existing windows and store onsite. 3. Reconstruct existing openings to accommodate new window sizes as shown on attached window schedule and install new windows. REASON: REQUESTED BY: ENCLOSURES: DISTRIBUTION: "Stop Work Notice" by City of Carlsbad City of Carlsbad SK-11 &SK-12 Bob Payne - Buchanan Gen. Steve Bliss - ANA Roger Cellini - ANA Stephen Miller - ANA David Nack - Nack Engineering - tBP - tBP - tBP Karim Hosseinzadeh - Jamkar Engineering Joel Brandts - GLPK Tony DePaola Daniel Nolan Mike Kohls By: Willis Fisher - tBP ACTION TO BE TAKEN: Provide cost proposal. Proceed with work per Owner's direction. PROJECT: New Dormitory Army Navy Academy tBP #99033.00 BULLETIN NO. 32 DATE: July 19, 2002 tBP/Architecture- 2300 Newport Boulevard Newport Beach, CA. 92663 ph: 949 673 0300 fax: 949 673 9267 .' II LU CC P OLU h- X OCC< CLeg COIT 2* < CL CO oUJ ARCHITw* zo\- s CC Ou.z oro i- UJ O UJcc cTo oQ crCOcCO co en < m 2 RETURN 1O RESPONSELU Q REFERENCEOUJcc 1 OOo1-ENGINEERm UJ H Q O CL LL OCOLU Q DWG/SPECUJ Q d"Z. 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