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Home My WebLink About2625 CARLSBAD BLVD; ; CB100244; Permit04-06-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB100244 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2605 CARLSBAD BL CBAD Tl Sub Type: 2030410200 Lot#: $40,000.00 Construction Type: Reference #: ARMY NAVY: 6' PILASTERS W/ LIGHTS ALONG PERIMETER WALL/ 8'6' COMM 0 NEW Applicant: SCOTT HUNTSMAN HOUSE & DODGE DESIGN 1929 HANCOCK ST. STE.200 92110 619-557-0575 Status: ISSUED Applied: 02/09/2010 Entered By: JMA Plan Approved: 04/06/2010 MONUMENT Issued: 04/06/2010 Inspect Area: Plan Check#: Owner: ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA P O BOX 3000 CARLSBAD CA 92018 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $352.86 Meter Size $0.00 Add'l Reel. Water Con. Fee $229.36 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $8.40 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $1.00 HMPFee ?? TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $591.62 Total Fees:$591.62 Total Payments To Date:$591.62 Balance Due:$0.00 Inspector: FINAL APPROVA Date: >T VAL -n Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. y&- " * /^TL _ .. / Building Permit A| >\^^<y 1635 Faraday Ave., Carlsba Ny* CITY OF 760-602-2717/2718 /-Am CD A r^ Fax: 76°-602-85 nnliration Kia" U"eCK N°' <— ^ \VCJ ^HYppiicuTion ' J,CA 92008 Est. Value /^/ly 58 Plan Ck. Deposit CAKLbbAU www.carlsbadca.fiov Date £^ / , Q J H^V JOB ADDRESS . — , . . i '"£r(&O* C_tffX~ I^UfcCcA CiV*JCn . CT/PROJECT# • LOT# PHASE* # OF UNITS # BEDROOMS SUITE#/SPACE#/UNIT# APN .Zo3 - ot-\\ - <32- - # BATHROOMS TENANT BUSINESS NAME CONSTR.TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) fcA^^vuv^^T &f* ceujgLTETM^jv^v^ M^^^MS^T- EXISTING USE PROPOSED USE GARAGE (SF) CONTACT NAME (// Different Font Applicant)^» I\Ai -, C f>,\\r — -ADDRESS t\VW\r^LO»«V N. Vsj&fi, T^L^ CErfr&f$ CITY . STATE " ZIP PHONE FAX EMAIL PROPERTY OWNER NAME « -A^fA'T ^^s/Y A-cAosv^'^^f ADDRESS *&£=>C>*S~ GA-^. l^S 6>A<^ ^.O/O- CITY STATE ZIP PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # VAoose \ poo<^<£ PesxcrO PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES D # NO D YES D NO D YES D NO P APPLICANT NAME . i. ADDRESS .\ CITY STATE ZIP PHONE FAX <2>\ ^ • 13>S~7 • <3i^7S ^ S (Loft <£ UoUTtot-vA «Xo Ao^e . Co^-» CONTRACTOR BUS. NAME ADDRESS CITY STATE ZIP PHONE . FAX EMAIL STATE UC.# CLASS CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of-not-more thanflve hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: O I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (4100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. j&$ CONTRACTOR SIGNATURE OAGENT DATE / hereby affimj-tef4am-exempf-fem-GonfraGfsr-'s4jcensetaw/OF 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). 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). O I am exempt under Section __Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. D Yes a No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): yfilTpROPERTY OWNER StGNATUH DATE j { Q 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? a Yes D 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? O Yes O No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency fo the performance of the work this permit is issued (Sec. 3097 (i) Civil Code) AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAIDCfTY INCONSEQUENCE 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 (he work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE ca City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected ^2 By: ^O Inspected By: Inspected Bv: CB1 00244 ARMY NAVY: 6' LIGHTS ALONG 2605 CARLSBAC CA y*^rc PILASTERS W/ PERIMETER WALL/ )BL Phone: Water Dist: CA Date Inspected: -^ Date Inspected: Date Inspected: Date: Permit Type: Sub Type: 8'6" MONUMENT Lot: 0 "9#V/ Approved- X^ Approved: Approved: 05/10/2011 Tl COMM Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 05/09/2011 Permit# CB100244 Title: ARMY NAVY: 6' PILASTERS W/ Description: LIGHTS ALONG PERIMETER WALL/ 8'6" MONUMENT Inspector Assignment: PD Type:Tl Sub Type: COMM Phone: 7608017147 Job Address: 2605 CARLSBAD BL Suite: Lot: 0 Location: Inspector: OWNER ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA Owner: Remarks: ROLLED FROM FRI Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: MILES Entered By: JANEAN Act Commefits Comments/Notices/Holds Notice SEE PCR10129 FOR COMPLETE SCOPE OF WORK Associated PCRs/CVs/SWPPPs Original PC# CLOSED CLOSED CV020453 CV080648 PCR02049 ISSUED PCR02220 ISSUED PCR02287 ISSUED DIRTY, TRASHED BATHROOM; H-ILLEGAL CONST; ARMY NAVY ACADEMY; DEFERRED TRUSS SUBMITTAL ARMY NAVY REQUIREMENT; VERIFY CONSTR. CHANGES:ALL ADENDA/RFI'S ARMY NAVY ACADEMY; TRANSMITTAL DATED 11/5/02 PCR03201 ABANDOND ARMY NAVY ACADEMY; ADDING 6-0/3-0 WINDOW ' PCR10129 ISSUED ARMY/NAVY: REVISIONS TO ; PERIMETER WALL AND PARTIAL BLDG. DEMO TO C PCR99178 ISSUED ARMY NAVY ACADEMY; CONVERT COPY ROOM TO OFFICE PCR99222 EXPIRED ARMY NAVY ACADEMY-REVISE; DISABLED ACCESS LOCATION & ACCESSABLE C SW100067 ISSUED ARMY NAVY ACADEMY; SIGN/MONUMENT Inspection History Date Description Act Insp Comments 01/12/2011 13 Shear Panels/HD's AP PD 01/07/2011 11 Ftg/Foundation/Piers AP PD FOOTING FOR RELOCATED WALL 01/07/2011 14 Frame/Steel/Bolting/Welding WC PD City of Carlsbad BUILDING DEPARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 76O602-7541/ Fax: 760-602-8558 Plan Chech Comments / 2OO7 Codes i§ To:From: Steve Borossay Fax: Phone:Date: Re:Address: CONTACT HOURS FOR STEVE BOROSSAY: TUESDAY THROUGH FRIDAY: 1PM - 5PM •«* Please make corrections referred to below and run TWO new prints. If red marks are on elans as a part of this Plan Check response please return red marked set with the new prints. (j$) This is a BUILDING REVIEW ONLY. Comments or approval do not apply to any other City Department review. For information on the status of approval from other departments please contact staff (§760-602-2717 / 2718 / 2719. 00 City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST • / v fT^78 //O _ PLANCHECK NO.: ^CS/PCDATE: BUILDING ADUKtbS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: "2- O 3 EST. VALUE: , L 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. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please seethe attached list of outstanding issues marked wKrm. Make necessary corrections to plans or specifJQatiejJs for compliance' with applicable codes and standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineerma Dept. Only the applicable sheets have been sent] By: Bv: Date: Date: Bv: FOR OFFICIAL USE ONLY NEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: D D D D D D D ATTACHMENTS Engineering Application Dedication Checklist Improvement Checklist Neighborhood Improvement Agreement Grading Submittal Checklist Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water Compliance Exemption Form ENGINEERING DEPT. CONTACT PERSON Name: Address: Phone: KATHLEEN M. LAWRENCE City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2741 NOTE: If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. 92008-V;1635 Faraday Avenue • Carlsbad, CA 314 • (76O) 6O2-272O • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST 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 (show all dimensions) E. Easements F. Right-of-Way Width & Adj Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service K. Submit on signed approved plans DWG No. 2. Show on site plan: A. Drainage Patterns 1 . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number _ ' C. Legal Description/Lot Number _ _ 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 Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. BUILDING PLANCHECK CHECKLIST n D D D DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. n, a cAu Q 4b. All conditions are in compliance. Date: (a O-L- 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 $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Vz" xir plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS HH 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: BUILDING PLANCHECK CHECKLIST . ST 2ND 3RD D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: D D D 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16 of the Municipal Code. D D D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. n D D 7b. Grading Permit required. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Q n D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector per the attached list. The Inspector will then provide the Engineering Counter with a release for the Building Permit. n D D 7d. No Grading Permit required. PROJECT INSPECTOR: PROJECT ID: CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE DATE: GRADING PERMIT NO. LOTS REQUESTED FOR RELEASE: N/A= NOT APPLICABLE •/= COMPLETE 0= Incomplete or unacceptable 1st itid 1. Site access to requested lots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8 Yz x 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot(s) is graded to within a tenth (.1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather road access to site are required. CD Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. CU Partial release of the site is denied for the following reasons: Project Inspector Date Construction Manager Date BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS ..ST 2ND 3RD D-D D 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: ' D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760)476-9852. / STORM WATER COMPLIANCE J/J n D 10a. ipKKequires Tier 1 Storm Water Pollution Prevention Plan f -7 >/ Please complete attached form and return (PSP/SW fO ^^ h D Exempt - Please complete attached exemption form STORM WATER APPLICABILITY CHECKLIST D D D 10b. D Priority Project D Not required FEES Q D D 11- D Required fees are attached D Drainage Fee Applicable Added Square Fee Added Square Footage in last two years? yes no Permit No. Permit No. Project Built after 1980 __ yes no Impervious surface > 50% yes no Impact unconstructed fac. yes no Fire Sprinklers required yes no (is addition over 150' from CL) Upgrade yes no No fees required It BUILDING PLANCHECK CHECKLIST WATER METER REVIEW ..ST 2ND 3RD D D D 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. • 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. EH CD CD 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". 1. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically the Planning Dept. Landscape Consultant 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 6 BUILDING PLANCHECK CHECKLIST - ST 2ND 3RD D D 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13. Additional Comments: ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET ' Address: Bldg. Permit No._ Prepared by: Date: , Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft/Units: EDU's: Types of Use: Sq. Ft/Units: EDU's: APT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft/Units: ADTs: Types of Use: Sq. FtVUnits: ADTs: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ Reso No. Line Item: D 2. TRAFFIC IMPACT FEE ADT's/UNITS: X FEE/ADT: =$ D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3. ADT's/UNITS: X FEE/ADT: =$ D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$_ D 5. SEWER FEE EDU's: X FEE/EDU: =$_ BENEFIT AREA: EDU's: X FEE/EDU: =$_ D 6. DRAINAGE FEES PLDA : HIGH MEDIUM LOW. ACRES: X FEE/AC: =$ D 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION TOTAL OF ABOVE FEES*: $ Word\Docs\Misforms\Fee Calculation Worksheet Rev. 7/14/00 City of Carlsbad Interactive Public Works Map - Microsoft Internet Explorer prov.,, j-^'o1 |lt iCit/ofrCarlsbadl^^ " ~ "" lliilj*;;W>:jf^:;ip;:: /: ^S^^^^-i^S^'^:^^^' •• •.-..'••J;: •• ':»?!li!i Jsthe/wto^Refresh Map RP 09-34/CDP 09-18 - Army & Navy Academy Fencing 7. RECEIPT OF APPLICATION Date Application Received: 8/20/2009 Application Received bv: Austin Silva. Redevelopment Permit No. Assigned: RP 09-34/CDP 09-18 8. FEES FOR APPLICATION PROCESSING The following fees shall apply to this application; list type of fee and amount: $410.00 - Administrative Redevelopment Permit Total Fee(s) required for this application: $609.08 Date Fee(s) collected by City Staff: 9/30/2009 Receipt No.: R0075907 9. ACTION ON THE APPLICATION The following action has been taken by the Housing and Redevelopment Director on this application: D Approved subject to conformance with plans submitted as part of application, dated 3/23/2010 D Approved, with conditions. See conditions noted below. D Denied. Reason Housing and Redevelopment Director Signature: Date: 10. FINDINGS AND CONDITIONS OF APPROVAL (IF APPLICABLE) Page 1 of 2 The following findings have been made in order to approve the Administrative Redevelopment Permit for property located at 2605 Carlsbad Boulevard: 1. The Housing and Redevelopment Director has determined that the project is consistent with the policies, goals and action programs set forth within the Carlsbad General Plan. 2. The Housing and Redevelopment Director has determined that the project is consistent with all applicable development standards and land use policies set forth within the Village Master Plan and Design Manual and Village Redevelopment Plan. 3. The Housing and Redevelopment Director has determined that the project is exempt from the requirements of the California Environmental Quality Act (CEQA) per Section 15061 of the State CEQA Guidelines as CEQA applies only to projects which have the potential for causing a significant effect on the environment. Page 2 of 2 The following conditions have been approved for the subject project: 1. This approved permit serves as the required Redevelopment Permit/Coastal Development Permit for the subject project, approving a request to construct fencing around the perimeter of the Army and Navy Academy. 2. The project shall be completed according to, and consistent with, the plans approved by the Housing and Redevelopment Director on the date noted above. The approved plans have been stamped by the Housing and Redevelopment Director and indicate the approval date of 3/23/10. 3. The proposed fence locations are proposed entirely at the risk of the applicant and any future relocation will be the responsibility of the applicant. 4. The proposed corner monument wall shown on sheet A-4 includes a significant 12" CMU wall, planter and parking spaces, all located within future possible right of way. This will be a significant expense to relocate. The costs and responsibility for any relocation is entirely upon the applicant. CSTY OF STORM WATER COMPLIANCE ASSESSMENT B-24 Dewelopment Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type(s) of construction permit: Building Permit rj Right-of-Way Permit -Q-My project is^ategoricaHy-EXEMPT~from- the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: —Electrical Patio/Deck Fire Additional Re-Roofing Sign Spa-Factory Sprinkler Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Q My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl • Low Threat Assessment Criteria My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria Q My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or Q My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and tias a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). / certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address:Assessor Parcel No. Owner/Owner's Authorized Agent Name: Owner/Owner's Authorized Agent Signature: City Concurrence: a YES a NO By:Date: Title: Date: Project ID: B-24 Page 1 of 1 Rev.03/09 March 29, 2010 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department CB100244 I have reviewed the building plans for the above referenced project. The Housing and Redevelopment Department supports issuing the building permit for a new wall and fencing for the Army/Navy Academy at 2605 Carlsbad Blvd. The fence height has been reduced to 6 feet with a decorative feature of 6 inches bringing the total height of the fence/wall to 6'6". This information was entered into Permits Plus on February 11, 2010. If you have any questions, please contact me at x2813. AUSTIN SILVA Q Q Q >» >> o o o J m £jo J5a. a. o. a n REDEVELOPMENT DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner APN: Address 5iiWr Phone (760) 434- Type of Project & Use: Zoning: V/v^— General Plan:_ CFD (in/out) #_Date of participation: /(JjALL- Net Project Density:DU/AC \J Facilities Management Zone: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) Legend: IXl Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES NO X TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO-TYPE DATE 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 ^4 NO CA Coastal Commission Authority? YES _ _ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): _ Habitat Management Plan Data Entry Completed? YES _ NO X If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required:YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 H S/fe /Van: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. a Policy 44 - Neighborhood Architectural Design Guidelines 1 • Applicability: YES _ _NO _ 2. Project complies YES _ NO _ Zoning: D 1.Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required Required Required Required 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Shown Shown Shown Shown Shown Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage:Required Shown D D D 4. Height:Required Shown 5. Parking:Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown I3 CH CH Additional Comments J g£ £/////<? 7"<? OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 3/06 February 11, 2010 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department CB100244 I have reviewed the building plans for the above referenced project. The Housing and Redevelopment Department cannot support issuing the building permit for a new wall and fencing for the Army/Navy Academy at 2605 Carlsbad Blvd. Decorative wall features may extend no more than six (6) inches above the maximum height (six feet) of the wall. The height of the pilasters must be reduced by 2 inches. This information was entered into Permits Plus on February 11, 2010. If you have any questions, please contact me at x2813. AUSTIN SILVA Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 03-23-2010 Reviewed by: Name: Address: SCOTT HUNTSMAN HOUSE & DODGE DESIGN 1929 HANCOCK ST. STE. 200 SAN DIEGO, CA 92110 Permit #: CB100244 Job Name: ARMY NAVY: 6'8" PILASTERS W/ Job Address: 2605 CARLSBAD BL CBAD for review is incomplete. At this time, this office cannot e necessary plans and/or lards. Please review fitiichanges "clouded", adequatelyconduct a review to determine carefully all com to this office for review and approval. Conditions: Cond: CON0003888 [NOT MET] 1 . Sheet A-l - Specify manual OR automatic gates. In addition, add note stating opticom and knox switch combination OR knox box will provided at all gates (dependent on manual OR automatic gate access). Entry: 03/01/2010 By: cwong Action: CO Cond: CON0003928 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 03/23/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report: 03-01-2010 Reviewed by: Ql A Name: SCOTT HUNTSMAN Address: HOUSE & DODGE DESIGN 1929 HANCOCK ST. STE. 200 SAN DIEGO, C A 92 1 1 0 Permit #:CB 100244 Job Name: ARMY NAVY: 6'8" PILASTERS W/ Job Address: 2605 CARLSBAD BL CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions; Cond: CON0003888 [NOT MET] 1. Sheet A-l - Specify manual OR automatic gates, hi addition, add note stating opticom and knox switch combination OR knox box will provided at all gates (dependent on manual OR automatic gate access). Entry: 03/01/2010 By: cwong Action: CO rn -D0} te3i3§\^mm3 *58g_jg i^isSl^ Po^lp-nosg> it- w o ^ o o o^ Z H ^ ^ /-% ^ -< S "_ d C3 *» ?5 T) sili^I^S^HBgS 3H:|g^iH3BOXumNimw"nmrnxommc/JH WTJ TO o ro >5SS52FFS5|?SODZ ooX r- gm H p5>Q?^aSlS? -n 5 >* 00 8sii|•^ >^ rn y5 w-H! z d.»lis§iSSxmm m m>£o33 o z D m ?3C3W ^^> m -n §o- ""^ o m73 w* wPQ ^55 ii ~a d z T3 Tl m d mCO Q *5" C n ?8u 5 8. -,- °^ O i ^r /V m m 5 o m 7} <ro ! gf M1'" S 3 O £ 9 S--S5j o> •< a) O*^* ^j ^^ n*i ** *^?• NJ n> 3oq --4 3 ffiO t/1 C 3< o n S (D ;a— ma Ii TJ 03Sg ct01 oEo3>gII = 0at 0. 1 &£Is 6*E *>o E? s>c w0 = 2S O> — - BJ?w j-» Q.| §sEgm £ m J •£ag 1 1 O toO a.eSO CD!UJ juauaaueueyij ejSBM ejejouoo }U3lU9QBUey^ ejsBM snopJBZBH jucJiu&u&u B^\J ajSBAA P!I°S |uuuu;j pus uoi}uaAajd |||ds juawaBeueiM 9||d>pO)S esn leusjew tju^Juj^ pue Xj9A||aa |eua(e|/\| DU|uea|3 jusujdmbg pue ep.iL|9A uouB6uj|/je)e/v\ eiqejod SUO|)BJ9aQ Buipuuo pue rjuiAed saoipejd UOjJBAJSSUOO J8JBM ABMpeoy uojpnjjsuoo pazjUQBis ss9j63/ssaj6u| uo;)onj)suoo paz;ijqe)s UOI)OS)OJd }8|U| UjBJQ OUOJS J9UJB9 Beqpues BujiunnoBA pue 6u|deeMS )asj)s uuag Beg JSABJO S||oy jaqy UJBQ >|oaqo dejj. (uaiujpas 90U9-J }||S SUJBJQ adois sajBMS eBeuiejQ pue saifia qjjeg 6uiu.o|ni^ pooy\A s)B^\| *g saujxajoao 8 It 2 cD. 0 €fi0) 'CE uS s§•0c ~n Q.s s 8s-">CQ 8-lfllM 9-WA S-lrtlM *-WM e-wM Z-WM I.-KIM 8-SN /-SN e-SN l-SN 2-ai t-ai 01.-3S 8-3S /-3S 9-3S 9-3S fr-3S e-3s 1.-3S U-O3 6-03 8-03 /-O3 QA Designation ->istruction Activity1 a 0)j 63 3 ) D > 3i 1! O X iching/Excavation;knilinnj ^ r/^ 3J " 0CQ"a ^r D s^ V Crete/ Asphalt Sawngcrete flatwork3l<3 * x V X ngdull/Pipe Installation£5 ^C/ y* 5 3 c 5 5 ; C 3 (C w 5 ><; >, c/jing/Lay Down Areara w 's£pment MaintenanceFueling§ELJJ ro S 5 3D/) (Bsg|§s SSw?ss ir D c Access Across Dirt3w \ 5 * i SSiB-Slllt§§I- Iliiljf ji o0 co llil o § LLJ > ffl (N V I CN LLJ flpr 06 2010 5:00PM HP LRSERJET FflX p.l Date: April 6, 2010 From: Stanford Stockdale Phone: (760) 547-5298 Fax: {760)720-7121 Army and Navy Academy P.O. Box 3000 Carlsbad, CA 92018-3000 Office of the Vice President To: City of Carlsbad Phone: Fax: (760)602-8558 To whom it may concern: I hereby give permission to Scott Huntsman of House and Dodge Design to represent Army and Navy Academy for the procurement of the permit for the fencing around the perimeter of the campus. Very Respectfully, Stanford Stockdale Vice President Army and Navy Academy If any problems occur during this transmission, please contact sender. 1 page including cover MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS (Monument 2010) Project: Army and Navy Academy 2605 Carlsbad Boulevard Carlsbad, California 92008 Prepared for: House & Dodge Design 1929 Hancock St., Suite 200 San Diego, California 92110 Project No.: 07010 Date: January 26,2010 335 15th Street San Diego, California 92101 Tel. (619) 53 JOB MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO..OF_ CALCULATED BY_ CHECKED BY . SCALE DATE . DATE. ) = -Z.,0 It r^:^ C- Vt. X (TC>TMJU >^£WHM&WTr ^J^ A^n i "r" '"SB D PRODUCT 207 SSIVSPSOM SET-XP™Epoxy Anchor Installation Information and Additional Data for Threaded Rod and Rebar in Normal-Weight Concrete1 Maximum Tightening Torque Permitted Embedment Depth (het) Range2 Minimum Maximum Minimum Concrete Thickness Critical Edge Distance Minimum Edge Distance Minimum Anchor Spacing Tinst - - hmin Cac Cmin Smin. ft-lb in. in. in. in. in. in. 40 2% . 10 90 3% 121/2 130 31/2 15 200 33/4 171/2 300 4 20 2.25xhef 3 X hef 1% 3 1. The information .presented, in this table isto.be used in conjunction with the. design criteria.of ICC-ES AC308. See pages 18-19. 2. Minimum and maximum embedment depths are set so as to fit the ICC-ES AC308 design model.. SET-XP™ Epoxy Tension Design Data for Threaded Rod and Rebar in Normal-Weight Concrete1'12 .isteg *See page lO.foran explanation of the load table icons Minimum Tensile Stress Area Tension Resistance of Steel - ASTM A193, Grade B7 41,750 .57,750 75,750 - ASTM A307, Grade C -Type 410 Stainless (ASTM - Type 304 Stainless (ASTM 25,050 34,650 Strength Reduction Factor-Steel Failure Minimum Tensile Stress Area Tension Resistance of Steel - Rebar (ASTM 39,600 54,000 Strenath Reduction Factor - Steel Failure Effectiveness Factor - Uncracked Concrete Effectiveness Factor•- Cracked Concrete Strenath Reduction Factor - Breakout Failure Characteristic Bond StrengthTemp. Range 1 for Uncracked Concrete2'4'5 Permitted Embedment Depth Range Characteristic Bond Strength8Temp. Range 1 for Cracked Permitted Embedment Depth Range Characteristic Bond Strength6'8Temp. Range 2 for Uncracked Concrete3'4'5 Permitted Embedment Depth Range lemp. Kange i for Cracked Concrete3'4'*Permitted Embedment Depth Range Strength Reduction Factor - Dry Concrete Strength Reduction Factor - Water-saturated Concrete Additional Factor for Water-saturated Concrete trength Reduction Factor- Dry Concrete trength Reduction Factor - Water-saturated Concrete dditional Factor for Water-saturated Concrete 1. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC308, except as modified below. See pages 18-19. 2. Temperature Range 1: Maximum short-term temperature of 110°F. Maximum long-term temperature of 75°F. 3. Temperature Range 2: Maximum short-term temperature of 150°F. Maximum long-term temperature of 1.10°F. 4. Short-term concrete temperatures are those that occur.over short intervals (diurnal cycling). 5. Long-term concrete temperature are con^tjejrnjejajuj^^gy^njfjcant time period. 7. In water-saturated concrete, multiply TtBH and tfcc, yjjr 8. For anchors installed in overhead and subjected to tension resulting from sustained loading, multiply the value calculated for ^according to ICC-ES AC308 by 0.75. See page 18. 9. The value of <[> applies when the load combinations of ACI 318 Section 9.2 are used. If the load combinations of ACI318 Appendix Care used, refer to Section. D4.5 to determine the appropriate value of i|). 10.The value qf <!> applies when both the load combinations of ACI 318-Section 9.2 are usedand the requirements of Section D4.4(a) for Condition B-are met. If the load combinations of ACI318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of $.. 11 :The value of § applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition A are met, referto Section D4.4 to determine the appropriate value of §. If the load combinations of ACi 318 Appendix C are used, refer to Section 04.5 to determine the appropriate value off ~ 12. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 13. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values.for 7/8" anchors or #7 rebar anchors must be multiplied by aK^B = 0.80. 14. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for 1" anchors or #8 rebar anchors must be multiplied by 0^ = 0.92 15. The values of f'c used for calculation purposes must not exceed 8,000 psi (55.1 MPa) for uncracked Concrete. The value of f'0 used for calculation purposes must not exceed 2500 psi (17;2 MPa) for cracked concrete when cafeuiating concrete breakout strength in tension and pullout strength in tension. 35 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO..3 OF_ CALCULATED BY_ CHECKED BY SCALE ! DATE. DATE. E, A-t-z.. PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. _4- CALCULATED BY_ CHECKED BY -. DATE. DATE. SCALE. D PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. .OF_ CALCULATED BY_ CHECKED BY SCALE T>T DATE. DATE. PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS (Site Fences & Pilasters) Project: Army and Navy Academy 2605 Carlsbad Boulevard Carlsbad, California 92008 Prepared for: House & Dodge Design 1929 Hancock St., Suite 200 San Diego, California 92110 Project No.: 07010 Date: Februarys, 2010 335 15th Street San Diego, California 92101 Tel. (619) 531.0757 Mike Surprenant & Associates Consulting Structural Engineers Job • 07Q/0 Sheet No.of // Calculated by. Checked by Scale Date Date PROJECT SCOPE Provide structural calculations for four (4) site walls/pilasters, as noted oh sheet A-2, to be located at Army and Navy Academy located at 2605 Carlsbad Boulevard, Carlsbad, California. A soils report was not provided for this project. Therefore, the wall designs will be based on the minimum soil bearing capacity as specified in the current version of the California Building Code (CBC). Mike Surprenant & Associates makes no representations concerning the suitability of the soils and/or minimum soil values allowed by the CBC. These calculations have been prepared for the exclusive use of the Army and Naval Academy and their design consultants for the specific site listed above. Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices. MIKE SURPRJENANT & ASSOCIATES Consulting Structural Engineers JOB_ SHEET NO. . CALCULATED BY_ CHECKED BY SCALE OF I DATE. DATE. GOVERNING CODE: CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: SAWN LUMBER: I-JOISTS: MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS: SOIL: DESIGN CRITERIA SUMMARY 2007 C.B.C. f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C90, f m = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C270, f c = 1800 PSI, TYPE S ASTM C476, f c = 2000 PSI ASTM A615,Fy = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (U.N.O.) ASTM A992, Fy = 50 KSI (ALL ' W SHAPES, ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy= 35 KSI (STRUCTURAL PIPES) E70-T6-TYP. FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2005 NDS. TrusJoist MacMillan - ICC ESR-1153 - (TJI & TJI/PRO MEMBERS) TrusJoist MacMillan - ICC ESR-1387 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) ^EXISTING NATURAL SOIL VALUES PER CBC TABLE 1804.2 ^ SOIL CLASSIFICATION - r-t SOILS REPORT BY: DATED: ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION 1,900 PSF »y PCF " PCF PCF PRODUCT M7 JOB /""^P"***" I nf™^v* n wr* Bf *•»*-< SM nE MIKE SURPRENANT 4 & ASSOCIATES SHEETNO -2- OF- Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY DATE. SCALE ii ^ •• - '•••• • • -• '! H ^:..r D PRODUCT 207 .ma 070! MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEETNO CALCULATED BY CHECKED BY SCALE DATE. DATE_ . f ..... 4 ........ t*,... I P . r. ^^ D PRODI KTJ07 Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title : Army Navy Academy Job# : 07010 Dsgnr: MS Description.... 6'-8" Pilaster Design (Detail 1/A-2) Page: • Date: FEB 4,2010 This Wall in File: f:\projects\2007\07010~ana~h&d\03-engin< etain Pro 9 © 1989 - 2009 Ver: 9.04 8090egistration#:Rp-n68395 RP9.04 Cantilevered Retaining Wall Design Code: CBC 2007 icensed to: Mike Surprenant Criteria | Retained Height = 1.00ft Wall height above soil = 6.67 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 1 2.00 in Water height over heel = 0.0 ft Vertical component of active lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads | Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem | Axial Dead Load = 87.0 IDS Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary 1 /Vail Stability Ratios Overturning = 2.03 OK Sliding = 2.21 OK Total Bearing Load = 2,412 Ibs ... resultant ecc. = 13.80 in Soil Pressure @ Toe = 1,357 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1.463 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,628 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 14.6 psi OK Footing Shear @ Heel = 4.4 psi OK Allowable = 75.0 psi liding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 640.3 Ibs less 100% Passive Force = - 450.0 Ibs less 100% Friction Force = - 965.0 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 : 1 Stability = 0.0 Ibs OK Building Code CBC 2007 Dead Load 1 .200 Live Load 1.600 Earth, H 1.600 Wind.W 1.600 Seismic, E 1.000 Soil Data | Allow Soil Bearing = 1,463.0 psf iffl Equivalent Fluid Pressure Method jj§ Heel Active Pressure = 35.0psf/ft jjji Toe Active Pressure = 35.0 psf/ft fjjjjl Passive Pressure = 300.0 psf/ft - • Soil Density, Heel = 110.00pcf 'ijjj, Soil Density, Toe 1 10.00 pcf fM, Footing||Soil Friction = 0.400 H Soil height to ignore H for oassive oressure ~ 12 00 in w^JM.a:!yi!i Thumbnai ! i _ | 1 1 Lateral Load Applied to Stem | Adjacent Footing Load | Lateral Load = 96.0 #/ft Adjacent Footing Load = ...Height to Top = 6.67ft Footing Width ...Height to Bottom = 0.00ft Eccentricity = The above lateral load Wall to Ftg CL Dist has been increased 1 .00 Footing Type by a factor of Base Above/Below Soil Wind on Exposed Stem = 0.0 psf at Back of Wall Poisson's Ratio = Stem Construction | Top Stem Design Height Above Ftc ft= 0.00 Wall Material Above "Ht" = Masonry Thickness = 16.00 Rebar Size = # 5 Rebar Spacing = 8.00 Rebar Placed at = Edge fb/FB+ fa/Fa = 0.192 Total Force @ Section Ibs = 640.3 Moment.... Actual ft-#= 2,135.5 Moment Allowable = 12,089.2 Shear Actual psi= 4.1 Shear Allowable psi = 51.6 Wall Weight = 164.0 Rebar Depth 'd1 in= 13.00 LAP SPLICE IF ABOVE in= 30.00 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 7.00 fm psi= 1,500 Fs psi= 20,000 Solid Grouting = Yes Modular Ratio 'n' = 21.48 Short Term Factor = 1.333 Equiv. Solid Thick. in= 15.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = Fy psi = 0.0 Ibs 0.00 ft 0.00 in 0.00ft Line Load 0.0ft 0.300 Retain Pro Software © 2009 HBA Publications, hie. AJ! Rights Reserved Licensed to' Mike Surprenant San Diego, CA 92101 Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title ; Army Navy Academy Job# : 07010 Dsgnr: MS Description.... 6'-8" Pilaster Design (Detail 1/A-2) Page: Date: FEB 4,2010 This Wall in File: f:\projects\2007\07010-ana-h&d\03-engini Retain Pro 9 © 1989 - 2009 Ver: 9.04 8090 Registration #: RP-1168395 RP9.04 Licensed to: Mike Surprenant Cantilevered Retaining Wall Design Code: CBC 2007 Footing Dimensions & Toe Width Heel Width Total Footing Width Footing Thickness = Key Width = Key Depth = Key Distance from Toe = fc = 2,500 psi Fy = Footing Concrete Density = Min. As % Cover @ Top 3.00 @ Strengths | 1.67ft 3.00 4.67 12.00 in 0.00 in 0.00 in 0.00ft 60,000 psi 1 50.00 pcf 0.0018 Btm.= 3.00 in Footing Design Results Toe Factored Pressure = 1,628 Mu' : Upward = 2,654 Mu1 : Downward = 626 Mu: Design = 2,028 Actual 1 -Way Shear = 14.57 Allow 1 -Way Shear = 75.00 Toe Reinforcing = # 5 @ 18.00 in Heel Reinforcing = #5 @ 10.50 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined | Heel Opsf 53ft-# 624 ft-# 571ft-# 4.41 psi 75.00 psi Summary of Overturning & Resisting Forces & Moments OVERTURNINGForce Distance Moment Item Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Ibs 70.0 -70.0 640.3 ft 0.67 0.67 4.34 ft-# 46.7 -46.7 2,775.8 Total 640.3 O.T.M. =2,775.8 Resisting/Overturning Ratio = 2.03 Vertical Loads used for Soil Pressure = 2,412.4 Ibs Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) Earth @ Stem Transitions = Footing Weigh! = Key Weight Vert. Component _=__ Total = RESISTINGForce Distance Moment Ibs ft ft-# 183.3 87.0 183.7 1,257.9 700.5 3.84 2.34 0.84 2.34 2.34 703.4 203.3 153.4 2,939.2 1,635.7 5,635.02,412.4 Ibs R.M.= * Axial live load NOT included in tptal displayed, or used for overturningresistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software© 2009 HBA Publications, Inc. Ai! Rights Reserved Licensed to' Mike Surprenant San Diego, CA 92101 Mike Surprenant 335 15th Street San Diego, CA 92101 (619) 531-0757 Title • Army Navy Academy Job* : 07010 Dsgnr: MS Description.... 6'-0" Site Wall (Detail 2/A-2) Page: ~* *> Date: FEB 4,2010 This Wall in File: f:VproJects\2007\07010-ana~h&d\03-engin( Retain Pro 9 © 1989 - 2009 Ver: 9.04 8090 Registration #: Rp-11 68395 RP9.04 Cantilevered Retaining Wall Design Code: CBC 2007 Licensed to: Mike Surprenant Criteria | Retained Height = 1.00ft Wall height above soil = 6.00ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 12.00 in Water height over heel = 0.0 ft Vertical component of active lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads | Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem | Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary \ Wall Stability Ratios Overturning = 1.71 OK Sliding = 4.02 OK Total Bearing Load = 1,167 Ibs .. .resultant ecc. = 9.39 in Soil Pressure @ Toe = 1 ,407 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1.463 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1 ,689 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 8.1 psi OK Footing Shear @ Heel = 2.7 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 228.0 Ibs less 100% Passive Force = - 450.0 Ibs less 100% Friction Force = - 466.7 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Load Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1 .600 Earth, H 1.600 Wind.W 1.600 Seismic, E 1.000 Soil Data | Allow Soil Bearing = 1,463.0 psf *Wi Equivalent Fluid Pressure Method m Heel Active Pressure = 35.0 psf/ft M ; Toe Active Pressure - 35.0 psf/ft B Passive Pressure = 300.0 psf/ft 9 Soil Density, Heel = 110.00pcf M Soil Density, Toe 110.00pcf » Footing||Soil Friction = 0.400 M Soil height to ignore • for passive pressure = 12.00 in ^^^»^^^~ Thumbnail Lateral Load Applied to Stem | Adjacent Footing Load | Lateral Load = 38.0 #/ft Adjacent Footing Load = 0.0 Ibs ...Height to Top = 6.00ft Footing Width = 0.00ft ...Height to Bottom = 0.00ft Eccentricity = 0.00 in The above lateral load Wall to Ftg CL Dist = 0.00ft has been increased 1.00 Footing Type Line Load by a factor of Base Above/Below Soil Wind on Exposed Stem = 0.0 psf at Back of Wall Poisson's Ratio = 0.300 Stem Construction | Top stem Design Height Above Ftg ft= 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 RebarSize = #5 Rebar Spacing = 16.00 Rebar Placed at = Center fb/FB + fa/Fa = °-45i Total Force @ Section Ibs = 228.0 Moment.... Actual ft-#= 684.0 Moment Allowable = 1,515.5 Shear..... Actual psi = 5.1 Shear Allowable psi = 51.6 Wall Weight = 78.0 Rebar Depth 'd' in= 3.75 LAP SPLICE IF ABOVE in= 30.00 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 10.50 fm psi= 1,500 Fs psi= 24,000 Solid Grouting = Yes Modular Ratio 'n' = 21.48 Short Term Factor = 1.333 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = Fy psi = Licensed to: Mike Surprenant San Diego. CA92101 www.-RetalnPro.com Mike Surprenant 335 15th Street San Diego, CA 92101 (619) 531-0757 Title • Army Navy Academy Job # : 07010 Dsgnr: MS Description.... 6'-0" Site Wall (Detail 2/A-2) Page: B of- Date: FEB 4,2010 This Wall in file: f:\projects\2007\07010-ana~h&d\03-engirn Retain Pro 9 © 1989 - 2009 Ver: 9.04 8090 Registration ft RP-1168395 RP9.04 Licensed to: Mike Surprenant Cantilevered Retaining Wall Design Code: CBC 2007 Footing Dimensions & Toe Width Heel Width = Total Footing Width = Footing Thickness = Key Width = Key Depth = Key Distance from Toe = fc = 2,500 psi Fy = Footing Concrete Density = Min. As % = Cover @ Top 2.00 @ Strengths | 1.00ft 1.67 2.67 12.00 in 12.00 in 0.00 in 0.00 ft. 60,000 psi 1 50.00 pcf 0.0018 Btrn.= 3.00 in Footing Design Results Toe Factored Pressure = 1 ,689 Mu1 : Upward = 880 Mu' : Downward = 212 Mu: Design = 667 Actual 1 -Way Shear = 8.07 Allow 1 -Way Shear = 75.00 Toe Reinforcing = # 7 @ 16.00 in Heel Reinforcing = # 6 @ 16.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not Req'd = Mu<S*Fr | Heel 0 psf Oft-# 214ft-# 214ft-# 2.75 psi 75.00 psi Summary of Overturning & Resisting Forces & Moments OVERTURNINGForce Distance Moment Item Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Ibs 70.0 -70.0 228.0 ft 0.67 0.67 4.00 ft-# 46.7 -46.7 912.0 Total 228.0 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = O.T.M. = 912.0 1.71 1,166.9 Ibs Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight Vert. Component = Total = RESISTING Force Distance Moment Ibs ft ft-# 110.4 110.0 546.0 400.5 2.17 0.50 1.33 1.34 0.50 1,1.66.9 Ibs R.M.= 239.3 55.0 728.0 534.7 1,557.0 * Axial live load NOT included in tptal displayed, or used for overturningresistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software © 2009 HBA Publications, inc. Ai! Righte Reserved Licensed to: !$ike Surprenant San Diego, CA 92101 www.RetainPro com Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title • Army Navy Academy Job# ! 07010 Dsgnr: MS Description.... 6'-0" max (Detail 3/A-2) Date: FEB 4,2010 This Wall in File: f:\projects\2007\07010-ana~h&d\03-engin( etain Pro 9 © 1989 - 2009 Ver: 9.04 8090egistration #: Rp-1168395 RP9.04 Cantiievered Retaining Wall Design Code: CBC 2007 icensed to: Mike Surprenant j Criteria jj Retained Height = 1.00ft Wall height above soil = 6.00 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 12.00 in Water height over heel = 0.0 ft Vertical component of active lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads | Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem \ Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary | /Vail Stability Ratios Overturning = 2.01 OK Sliding = 3.37 OK Total Bearing Load = 1 ,603 Ibs ... resultant ecc. = 9.70 in Soil Pressure @ Toe = 1,309 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1.463 psf Soil Pressure Less Than Allowable AC I Factored @ Toe = 1 ,571 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 9.4 psi OK Footing Shear @ Heel = 3.1 psi OK Allowable = 75.0 psi liding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 324.0 Ibs less 100% Passive Force = - 450.0 Ibs less 100% Frictipn Force = - 641 .2 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 : 1 Stability = 0.0 Ibs OK Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Soil Data fc Allow Soil Bearing = 1,463.0 psf fl Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft lp Toe Active Pressure = 35.0 psf/ft ip Passive Pressure = 300.0 psf/ft • Soil Density, Heel = HO.OOpcf Ip Soil Density, Toe 110.00pcf « Footing||Soil Friction = 0.400 Wm Soil height to ignore jJi Thumbnail Lateral Load Applied to Stem | Adjacent Footing Load | Lateral Load = 54.0 #/ft Adjacent Footing Load = 0.0 Ibs ...Height to Top = 6.00ft Footing Width = 0.00ft ...Height to Bottom = 0.00ft Eccentricity = 0.00 in The above lateral load Wall to Ftg CL Dist = 0.00ft has been increased 1 .00 Footing Type Line Load by a factor of Base Above/Below Soil Wind on Exposed Stem = 0.0 psf at Back of Wall °'0ft Poisson's Ratio = 0.300 Stem Construction | Top stem Design Height Above Ftc ft= 0.00 Wall Material Above "Ht" = Masonry Thickness = 12.00 RebarSize = # 5 Rebar Spacing = 16.00 Rebar Placed at = Center fb/FB + fa/Fa = 0.316 Total Force @ Section Ibs =. 324.0 Moment.... Actual ft-#= 972.0 Moment Allowable = 3,074.5 Shear Actual psi =4.7 Shear Allowable psi= 51.6 Wall Weight = 124.0 Rebar Depth 'd1 in= 5.75 LAP SPLICE IF ABOVE in = 30.00 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 10.50 ...___..., _._ ^_ ^^ Fs psi= 24,000 Solid Grouting = Yes Modular Ratio 'n' =21.48 Short Term Factor = 1.333 Equiv. Solid Thick. in= 11.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = Fy psi = Retain Pro Software© 2009 HBA Publications, inc. Al! Riafite Reserved Licensed to: Mike SurprenantSan Diego, CA 92101 www.RetainPro.com Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title • Army Navy Academy Job# ; 07010 Dsgnr: MS Description.... 6'-0" max (Detail 3/A-2) Page: <* * /f Date: FEB 4,2010 This Wall in File: f.-\projects\2007\07010~ana~h&d\03-engin< Retain Pro 9 © 1989 - 2009 Ver: 9.04 8090 Registration #: RP-1168395 RP9.04 Licensed to: Mike Surprenant Cantilevered Retaining Wall Design Code: CBC 2007 Footing Dimensions & Strengths | [ Footing Design Results | Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe 1.13ft 2.13 3.25 12.00 in 12.00 in 0.00 in 0.00ft f c = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As% = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Factored Pressure Mu': Upward Mu': Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1,571 1,207 295 912 9.42 75.00 #7 @ 16.00 in #6@ 16.00 in None Spec'd Heel 0 psf Oft-# 295ft-# 295ft-* 3.08 psi 75.00 psi Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Item Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Ibs 70.0 -70.0 324.0 ft 0.67 0.67 4.00 ft-# 46.7 -46.7 1,296.0 Total = Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = 324.0 O.T.M. = 1,296.0 2.01 1,603.0 Ibs RESISTING Force Distance Moment Ibs ft ft-# Soil Over Heel = 123.8 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = 123.8 Surcharge Over Toe = Stem Weight(s) = 868.0 Earth @ Stem Transitions = Footing Weigh) = 487.5 Key Weight Vert. Component = 2.69 .0.56 1.63 1.63 0.50 332,6 69.6 1,410.5 792.2 Total = 1,603.0 Ibs R.M.= 2,604.9 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software © 2009 HBA Publications, inc A!! Riohts Reserved Licensed to: Mike Surprenant San Diego, CA 92101 www.RetalnPro.com Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title • Army Navy Academy Job* : 07010 Dsgnr: MS Description.... 4'-0" Max (Detail 3/A-2) Page: H ^ JJ Date: FEB 4,2010 This Wall in File: f:\projects\2007\07010~ana-h&d\03-engin< etain Pro 9 © 1989 - 2009 Ver: 9.04 8090egistration #: Rp-1 168395 RP9.04 CantMevered Retaining Wall Design Code: CBC 2007 icensed to: Mike Surprenant Criteria | Retained Height = 1.00ft Wall height above soil = 4.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 1 2.00 in Water height over heel = 0.0 ft Vertical component of active lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads | Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem ^ Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary 1 Mall Stability Ratios Overturning = 2.02 OK Sliding = 4.15 OK Total Bearing Load = 1,118 Ibs .. .resultant ecc. = 6.95 in Soil Pressure @ Toe = 1,262 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,463 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1 ,51 5 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 5.7 psi OK Footing Shear @ Heel = 1 .8 psi OK Allowable .= 75.0 psi tiding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 21 6.0 Ibs less 100% Passive Force = - 450.0 Ibs less 100% Friction Force = - 447.4 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Building Code CBC 2007 Dead Load 1 .200 Live Load 1.600 Earth, H 1.600 Wind.W 1.600 Seismic, E 1 .000 Soil Data | Allow Soil Bearing = 1,463.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psf/ft Passive Pressure = 300.0 psf/ft Soil Density, Heel = HO.OOpcf Soil Density, Toe 110.00pcf Footing||Soil Friction = 0.400 Soil height to ignore ^H^P^^25^for passive pressure = 12.00 in Thumbnail Lateral Load Applied to Stem | | Adjacent Footing Load | Lateral Load = 540#/ft Adjacent Footing Load = 0.0 Ibs ...Height to Top = 4.00ft Footing Width = 0.00ft ...Height to Bottom = 0.00ft Eccentricity = 0.00 in The above lateral load Wall to Ftg CL Dist = 0.00 ft has been increased 1.00 Footing Type Line Load by a factor Of Ra<_ Ahm/p/Rplnw Snil Wind on Exposed Stem = 0.0 psf at Back of Wall ~ 0.0ft Poisson's Ratio = 0.300 Stem Construction | Top stem Design Height Above Ftc ft = 0.00 Wall Material Above "Ht" = Masonry Thickness =12.00 Rebar Size = # 5 Rebar Spacing = 16.00 Rebar Placed at = Center fb/FB + fa/Fa = 0.141 Total Force @ Section lbs= 216.0 Moment.. ..Actual ft-#= 432.0 Moment Allowable = 3,074.5 Shear Actual psi= 3.1 Shear Allowable psi= 51.6 Wall Weight = 124.0 Rebar Depth 'd1 in= 5.75 LAP SPLICE IF ABOVE in= 30.00 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 10.50 fi m psi = 1 ,500 Fs psi= 24,000 Solid Grouting = Yes Modular Ratio 'n' =21.48 Short Term Factor = 1.333 Equiv. Solid Thick. in = 11.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = Fy psi = sublieations, inc Licensed to: Mike SurprenantSariDieao. CAS2101 www.RetainPro.com Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title • Army Navy Academy Job# : 07010 Dsgnr: MS Description.... 4'-0" Max (Detail 3/A-2) Page: /% a Date: FEB 4,2010 This Wall in File: f.•\projects\2007\07010~ana~h&d\03-engin< Retain Pro 9 © 1989 - 2009 Ver: 9.04 8090 Registration #: RP-1168395 RP9.04 Licensed to: Mike Surprenant Cantilevered Retaining Wall Design Code: CBC 2007 Footing Dimensions & Strengths || | Footing Design Results Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe 0.67ft 1.67 2.34 12.00 in 12.00 in 0.00 in 0.00ft f c = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00pcf Min. As% = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Factored Pressure Mu' : Upward Mu1 : Downward Mu: Design Actual 1-Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing _ Toe 1,515 530 132 398 5.73 ' 75.00 #7 @ 16. 00 #6 @ 16.00 None Spec'd Heel Opsf Oft-# 132ft-# 132ft-# 1.83 psi 75.00 psi in in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Summary of Overturning & Resisting Forces & Moments tern OVERTURNING.Force Distance Ibs ft Moment ft-# Force Ibs .RESISTING..... Distance ft 1 Moment ft-# Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 70.0 0.67 46.7 -70.0 0.67 -46.7 216.0 3.00 648.0 Total 216.0 O.T.M. =648.0 Resisting/Overturning Ratio = 2.02 Vertical Loads used for Soil Pressure = 1,118.4 Ibs Soil Over Heel = 73.7 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stern = * Axial Live Load on Stem = Soil Over Toe = 73.7 Surcharge Over Toe = Stem Weight(s) = 620.0 Earth @ Stem Transitions = Footing Weigh) = 351.0 Key Weight = Vert. Component = 2.01 0.34 1.17 1.17 0.50 147.8 24.7 725.4 410.7 Total = 1,118.4 Ibs R.M.= 1,308.5 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software © 2009 HBA Publications, inc. AH Rinhts Reserved licensed to: Mike Surprenanf San Diego, CA 92101 www. RetainPro.com Mike Surprenant 335 15th Street San Diego, CA92101 (619)531-0757 Title • Army Navy Academy Job# : 07010 Dsgnr: MS Description.... 2'-0" Max (Detail 4/A-2) If Date: FEB 4,2010 This Wall in File: f:\projects\2007\07010-ana~h&d\03-engini etain Pro 9 © 1989 - 2009 Ver: 9.04 8090 egistration#:Rp-ii68395 RP9.04 Cantilevcred Retaining Wall Design Code: CBC 200? icensed to: Mike Surprenant | Criteria | Retained Height = 1.00ft Wall height above soil = 2.00ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 1 2.00 in Water height over heel = 0.0 ft Vertical component of active lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads | Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem \ Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary | /Vail Stability Ratios Overturning = 1.88 OK Sliding = 5.21 OK Total Bearing Load = 595 Ibs .. .resultant ecc. - 5.33 in Soil Pressure @ Toe = 1,015 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1.463 psf Soil Pressure Less Than Allowable ACl Factored @ Toe = 1,21 8 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.0 psi OK Footing Shear @ Heel = 1 .4 psi OK Allowable = 75.0 psi liding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 132.0 Ibs less 100% Passive Force = - 450.0 Ibs less 100% Friction Force = - 237.9 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind.W 1.600 Seismic, E 1.000 Soil Data j Allow Soil Bearing = 1 ,463.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft foe Active Pressure = 35.0 psf/ft Passive Pressure = 300.0 psf/ft Soil Density, Heel = HO.OOpcf Soil Density, Toe 11 0.00 pcf ^rvil hoinht to innnro for passive pressure = 12.00 in "*"" w Thumbnail Lateral Load Applied to Stem | Adjacent Footing Load | Lateral Load = 66.0 #/ft Adjacent Footing Load = 0.0 Ibs ...Height to Top = 2.00ft Footing Width = 0.00ft ...Height to Bottom = 0.00ft Eccentricity = 0.00 in The above lateral load Wall to Ftg CL D st = 0.00ft has been increased 1.00 Footing Type Line Load by a factor of Rase Above/Below Soil Wind on Exposed Stem = 0.0 psf at Back of Wall Poisson's Ratio = 0.300 Stem Construction | Top stem Design Height Above Ftg ft = 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 16.00 Rebar Placed at = Center fb/FB+ fa/Fa = 0.087 Total Force @ Section Ibs = 132.0 Moment.... Actual ft-#= 132.0 Moment Allowable = 1,515.5 Shear Actual psi= 2.9 Shear Allowable psi= 51.6 Wall Weight = 78.0 Rebar Depth 'd' in= 3.75 LAP SPLICE IF ABOVE in= 30.00 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 10.50 fm psi= 1,500 Fs psi= 24,000 Solid Grouting = Yes Modular Ratio 'n1 =21.48 Short Term Factor = 1.333 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = Fy psi = Retain Pro Software © 2009 HBA Publications, he. Ail Rights-Reserved Licensed to: Mike Surprenanf San Diego. CA 92101 www RetainPro.com Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title • Army Navy Academy Job# : 07010 Dsgnr: MS Description.... 2'-0" Max (Detail 4/A-2) Page: J±_o/f /,? Date: FEB 4,2010 This Wall in File: f:\projects\2007\07010~ana~h&d\03-engini Retain Pro 9 © 1989 - 2009 Ver: 9.04 8090 Registration #: RP-1168395 RP9.04 Licensed to: Mike Surprenant Cantilevered Retaining Wail Design Code: CBC 2007 Footing Dimensions & Strengths | Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe = = 0.50ft 1.17 1.67 12.00 in 12.00 in 0.00 in 0.00ft f c = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Footing Design Results Factored Pressure Mu1 : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing = = = = = = = = = Toe 1,218 219 69 150 2.95 75.00 #7 @ 16.00 in #6 @ 16.00 in None Spec'd Heel 0 psf Oft-# 70ft-# 70ft-# 1.38 psi 75.00 psi Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = OVERTURNING.....Force Distance Moment Ibs ft ft-# 70.0 0.67 46.7 -70.0 0.67 -46.7 132.0 2.00 264.0 Total 132.0 O.T.M. =264.0 Resisting/Overturning Ratio = 1.88 Vertical Loads used for Soil Pressure = 594.9 Ibs RESISTINGForce Distance Moment Ibs ft ft-# Soil Over Heel = 55.4 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = 55.0 Surcharge Over Toe = Stem Weight(s) = 234.0 Earth @ Stem Transitions = Footing Weighi = 250.5 Key Weight Vert. Component = 1.42 78.5 0.25 0.83 0.84 0.50 13.8 195.0 209.2 Total •594.9 Ibs R.M.=496.4 * Axial live load NOT included in tptal displayed, or used for overturningresistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software © 20.09 H8A Publications, !ncAH Rights Reserved Licensed to' Mike SurprenantSan Diego, CA 92101 'www. RetainPro.corTi o "7JOB ' MIKE SURPRENANT 1C fl n A O^/^V/->T irm-,^. SHEETNO , ' OF X& ASSOCIATES Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY : DATE. SCALE '. SCHEDULES PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEETNO.. CALCULATED BY_ CHECKED BY SCALE ' DATE. DATE- STONE CAP, SLOPE TOP TO DRAIN STONE VENEER St CURRO&ATED NON-CORROSIVE METAL TIE PER C.B.O. I4O3A.6 FINISH 6-RADE MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.. CALCULATED BY_ CHECKED BY SCALE ' DATE__ DATE STONE CAP : SLOPE TOf> TO DRAll STUCCO FINISH STUCCO FINISH SRAPE 51-O" TO t OF CARLS /23-O" TO 1 OF MOUNT '-O" TO i OF CYPRES OF OCEAN P.L. / R.O.W. PER SCALE: 3/4" = I'-O" CORNER MONUMENT DETAIL MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO.. 07*19 ie CALCULATED BY_ CHECKED BY SCALE _____ DATE. DATE. SLOPE TOP 1/2" MIN. TO PRAIN STUCCO FINISH STUCCO SOREEP FINISH FO.OTIN6 PE STRUCTUA 5I'-0" TO C. OF CARL 1I .«-4 MX-[•• LL23'-0" TO ' .T-*.) MiN ' 1 2I'-O" TO 1 25'-0'' TO t OF OCEAN SCALE: 3/4" = I'-O"/ R.O.W. PER PLANS PENOE CORNER MONUMENT DETAIL. D PROOlJCTPn? MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO.. CALCULATED BY- CHECKED BY . SCALE / 9 OF /7 DATE. DATE. HQUSE&no , _ design J 1929 Hancock Street, Suite 200 TEL 619 / 557-0576 FAX 619 / 557-0577 OUTLINE SPECIFICATIONS Army & Navy Academy Site Fence 2605 Carlsbad Blvd. San Diego, CA 92008 February 09, 2009 TABLE OF CONTENTS CONDITIONS OF THE CONTRACT 00700 General Conditions (AIA 201 by reference) 00800 Supplementary Conditions SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 01020 Allowances 01030 Alternates 01500 Temporary Facilities 01600 Products and Substitutions DIVISION 2-SITE WORK 02100 Site Preparation 02200 Earthwork 02511 Asphalt Paving 02520 Portland Cement Concrete Paving DIVISION 3 - CONCRETE 03300 Cast-ln-Place Concrete DIVISION 4 - MASONRY 04200 Unit Masonry DIVISION 5 - METALS 05120 Structural Steel 05500 Metal Fabrications DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07600 Flashing and Sheet Metal 07920 Sealants DIVISION 9-FINISHES 09200 Lath and Plaster 09900 Painting DIVISION 16 - ELECTRICAL 16000 Electrical SUBSTITUTION & SUBMITTAL PROCEDURES GENERAL CONDITIONS "General Conditions for the Contract for Construction", American Institute of Architects Document A-201, Fourteenth edition, dated 1987, Articles 1 through 14 inclusive, are hereby made a part of this Specification to the extent as if bound herein, and are on file for inspection at the office of the Architect, or copies of which may be obtained from the American Institute of Architects by any Contractor at the current document cost. SUPPLEMENTARY CONDITIONS 1.01 INSURANCE A. Types of insurance the Contractor is required to obtain and maintain for the full period of contract shall be as follows, or required by law, whichever is greater: 1. Statutory Workmen's Compensation and Employer's Liability Coverage: Contractor shall maintain insurance to afford protection for all claims under workmen's Compensation Act and other employee benefit acts, and in addition, shall maintain employer's liability insurance for a minimum limit of $1,000,000.00. a. The Longshoremen's and Harbor Worker's endorsement. b. The Voluntary Compensation endorsement. c. The All States endorsement. 2. Comprehensive General Public Liability, covering Bodily Injury and Property Damage Liability, shall be not less than $1,000,000.00 per occurrence and $6,000,000.00 combined single limit. The policy to include the following divisions of coverage: a. Premises Operations (including X, C and U coverage as applicable). b. Owner's and Contractors' Protection. c. Products and Completed Operations- This coverage shall continue for one year after completion of the job or acceptance by the Owner. d. Blanket Written Contractual. e. Personal Injury Liability. f. Broad Form Property Damage. 3. Automobile Liability, including all Owned, Non-owned and Hired Automobiles shall be not less than $1,000,000.00 combined single limit coverage. 4. Builder's Risk, "All Risk Policy," including the perils of fire, Extended Coverage, Vandalism, and Malicious Mischief, to the full insurable value, such insurance may have a deductible clause, but not to exceed five (5) percent of the completed value of the project. The Owner and each of his officers and employees and agents shall be listed as additional insured. 5. Nothing contained in these insurance requirements is to be construed as limiting the extent of the contractor's responsibility for payment of damages resulting from his operation under this Contract. 6. The Contractor shall cause the Owner and the Architect to be named as additional insured in the Contractor's Public Liability, contractor's Protective Liability and Automobile Liability Insurance Policies. 7. After receiving written notice of cancellation of insurance, Contractor shall have ten (10) days from the date notice of cancellation is issued to provide other policies of insurance similar to the canceled policies with insurance carriers licensed to do business in the State of California acceptable to the Owner. If Contractor fails to comply and provide acceptable insurance within this ten (10) day period, the Owner may secure insurance at the Contractor's expense, terminate the contract, or effect other remedy for default provided in the Contract or General Conditions. SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. Submit copies of inspection reports, notices and similar communications to Owner. B. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of materials. Do not scale drawings. C. Field Engineering: Provide field engineering services; establish grades, four corners, lines, and levels, by use of recognized engineering survey practices. D. Coordination: 1. Coordinate the work of all trades. 2. Verify location of utilities and existing conditions. E. Installation Requirements, General: 1. Inspect substrates and report unsatisfactory conditions in writing. 2. Do not proceed until unsatisfactory conditions have been corrected. 3. Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades. 4. Install materials in exact accordance with manufacturer's instructions and approved submittals. 5. Install materials in proper relation with adjacent construction and with proper appearance. 6. Restore units damaged during installation. Replace units which cannot be restored at no additional expense to the Owner. 7. Refer to additional installation requirements and tolerances specified under individual specification sections. F. Definitions: 1. Provide: Furnish and install, complete with all necessary accessories, ready for intended use. Pay for all related costs. 2. Approved: Acceptance of item submitted for approval. Not a limitation or release for compliance with the Contract Documents or regulatory requirements. G. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work suitable for the intended use of the Owner. Anything not expressly set forth but which is reasonable implied or necessary for proper performance of the project shall be included. H. Writing style: Specifications are written in the imperative mode. Except where specifically intended otherwise, the subject of all imperative statements is the Contractor. For example, 'Provide tile' means 'Contractor shall provide tile.' SECTION 01020 ALLOWANCES PART 1-GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Allowance amounts below are for materials only. Include all other costs including installation in base bid price. B. Coordinate allowances with requirements for related and adjacent work. C. Notify Owner of date when final decision on allowance items is required to avoid delays in the work. D. Furnish certification that quantities of products purchased are the actual quantities needed with reasonable allowance for cutting or installation losses, tolerances, mixing waste and similar margins. E. Submit invoices or delivery slips to indicate actual quantities of materials delivered and costs. Indicate amounts of applicable trade discounts. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION 3.01 SCHEDULE A. Lump Sum Allowances: 1. Entry gates/operators $ TBD (verify w/A.N.A) 2. Decorative light fixture and trim 250.00/ea. 3. Security TBD (verify w/A.N.A) Total Allowances $ TBD SECTION 01030 ALTERNATES PART1 -GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Provide list price for each alternate in Bid Form. Include cost of modifications to other work to accommodate alternate. Include related costs such as overhead and profit. B. Owner will determine which alternates are selected for inclusion in the Contract. C. Alternates are described briefly in this section. The Contract Documents define the requirements for alternates. D. Coordinate alternates with related work to ensure that work affected by each selected alternate is properly accomplished. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section SECTION 01500 TEMPORARY FACILITIES PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Provide temporary services and utilities, including but not limited to the following: 1. Toilet facilities. 2. Materials storage. B. Provide security and protection requirements: 1. Site enclosure fence, barricades, warning signs, and lights. SECTION 01600 PRODUCTS AND SUBSTITUTIONS PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Provide products from one manufacturer for each type or kind as applicable. Provide secondary materials as recommended by manufacturers of primary materials. B. Provide products selected or approved equal. C. Options: 1. Products Specified only by Reference Standard: Any Product meeting that standard. 2. Products Specified by Naming Several Manufacturers: Products of any named manufacturer meeting Specifications. 3. Products Specified by Naming One or More Manufacturers and "Or Equal": Submit a request for substitution for any manufacturer not specifically named. 4. Products Specified by Naming Only One Manufacturer: No option. D. Substitutions: Only within 30 days after date of Contract will Owner's Representative consider requests from Contractor for substitutions. Subsequently, substitutions will be considered only when a Product is proved in writing to be unavailable due to no fault of Contractor. 1. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. 2. Request constitutes a representation that Contractor: a. Has investigated proposed Product and determined that it meets or exceeds, in all respects, specified Product. b. Will provide the same warranty for substitution as for specified product. c. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. d. Waives claims for additional costs which may subsequently become apparent. 3. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents. 4. Owner's Representative will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Protection of existing trees, vegetation, landscaping, and site improvements not scheduled for clearing which might be damaged by construction activities. B. Trimming of existing trees and vegetation as recommended by arborist for protection during construction activities. C. Clearing and grubbing of stumps and vegetation, and removal and disposal of debris, rubbish, designated trees, and site improvements. D. Topsoil stripping and stockpiling. E. Temporary erosion control, siltation control, and dust control. F. Temporary protection of adjacent property, structures, benchmarks, and monuments. G. Temporary relocation of play structures, fencing, and site improvements scheduled for reuse. H. Watering of trees and vegetation during construction activities. I. Removal and legal disposal of cleared materials. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Use experienced workers. PART 2 - PRODUCTS 2.01 MATERIALS A. Tree protection, erosion control, siltation control, and dust control materials suitable for site conditions. PART 3 - EXECUTION 3.01 CLEARING A. Prevent damage to existing improvements indicated to remain, including improvements on and off site. Protect existing trees and vegetation indicated to remain. Do not stockpile materials and restrict traffic within drip line of existing trees to remain. Provide and maintain temporary guards to encircle trees or groups of trees to remain; obtain approval before beginning work. B. Water vegetation as required to maintain health. Cover temporarily exposed roots with wet burlap and backfill as soon as possible. Coat cut plant surfaces with approved emulsified asphalt plant coating. C. Repair or replace vegetation which has been damaged or pay damages. Remove heavy growths of grass before stripping. Stockpile satisfactory topsoil containing no large stones, foreign matter and weeds on site for reuse. D. Completely remove all improvements including stumps and debris except for those indicated to remain. Remove below grade improvements at least 12" below finish grade and to the extent necessary so as not to interfere with new construction. Remove abandoned mechanical and electrical work as required. E. Prevent erosion and siltation of streets, catch basins and piping. Control windblown dust. Remove waste materials and unsuitable soil from site and dispose of in a legal manner. SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Refer to recommendations in Report of Geological Reconnaissance ("Soils Report") dated by . B. Perform excavation, filling, compacting and grading operations per plans both inside and outside building limits as required for below-grade improvements and to achieve grades and elevations indicated. Provide trenching and backfill for mechanical and electrical work and utilities. B. Provide sub-base materials, drainage fill, and common fill materials for slabs, pavements, and improvements per soils report and plans. C. Provide suitable fill from off-site if on-site quantities are insufficient or unacceptable, and legally dispose of excess fill off-site. 1.03 SUBMITTALS A. Submit for approval test reports, list of materials and gradations proposed for use. 1.04 QUALITY ASSURANCE A. Compaction (see soils report) B. Grading Tolerances Outside Building Lines: 1. Asphaltic Concrete Paving: 14% (7 to 1) 2. Concrete Paving: 20% (5 to 1) C. Grading Tolerance for Fill Under Building Slabs: Plus or minus 1/2 inch measured with 10 foot straightedge. PART 2 - PRODUCTS 2.01 MATERIALS (soils report recommendations shall govern if different from the following information) A. Sub-base material: Gravel or crushed stone graded for intended use as sub-base for paving materials specified. B. Drainage fill: Washed gravel or crushed stone, 1/4" to 3/4" size; ASTM c 33, Size 67._ C. Common fill: Mineral soil substantially free from organic and unsuitable materials, and free from rock or gravel larger than 2" in diameter; 80 percent passing No. 40 sieve and not more than 50 percent passing No. 200 sieve. D. Structural fill: Gravel or sandy gravel free of organic and unsuitable materials and within the following gradation limits: 4" sieve, 100 percent finer by weight; 1" sieve, 60 to 100 percent; No. 4 sieve, 25 to 85 percent; No. 20 sieve, 10 to 60 percent; No. 50 sieve, 4 to 35 percent; No. 200 sieve, 0 to 5 percent. PART 3 - EXECUTION 3.01 INSTALLATION (soils report recommendations shall govern if different from the following information) A. Excavation is unclassified and includes excavation to subgrade regardless of materials encountered. Repair excavations beyond elevations and dimensions indicated as follows: 1. At structure: Compacted structural fill. 2. Elsewhere: Backfill and compact as directed. B. Maintain stability of excavations; coordinate shoring and bracing as required by authorities having jurisdiction. Prevent surface and subsurface water from accumulating in excavations. Stockpile satisfactory materials for reuse, allow for proper drainage and do not stockpile materials within drip line of trees to remain. C. Compact materials at the optimum moisture content as determined by ASTM D 1557 by aeration or wetting to the following percentages of maximum dry density: 1. Structure, Pavement, Walkways: Subgrade and each fill layer to 95% of maximum dry density to suitable depth. 2. Unpaved Areas: Top 6" of subgrade and each fill layer to 90% maximum dry density. D. Place acceptable materials in layers not more than 8" loose depth for materials compacted by heavy equipment and not more than 4" loose depth for materials compacted by hand equipment to subgrades indicated as follows: 1. Structural Fill: Use under foundations, slabs on grade in layers as indicated. 2. Drainage Fill: Use under designated building slabs, at foundation drainage and elsewhere as indicated. 3. Common Fill: Use under unpaved areas. 4. Subbase Material: Use under pavement, walks, steps, piping and conduit. E. Grade to within 1/2" above or below required subgrade and within a tolerance of 1/2" in 10'. F. Protect newly graded areas from traffic and erosion. Recompact and regrade settled, disturbed and damaged areas as necessary to restore quality, appearance, and condition of work. If unusual conditions are encountered during excavations such as localized hard rock and/or soft soils and/or water, the Architect shall be notified prior to placing of forms and reinforcing steel. G. Control erosion to prevent runoff into sewers or damage to sloped or surfaced areas. H. All roof drainage shall be connected in roof drains and downspout system and discharged into surface drainage system. Sub-surface drainage system to accept discharge from downspout and landscape drains and shall run in tightline to daylight or storm sewer main per civil engineer design. I. Foundation drainage system shall consist of a perforated French drain in gravel bed on exterior side of foundation wall and above footing. Extend at minimum slope to daylight. J. Control dust to prevent hazards to adjacent properties and vehicles. Immediately repair or remedy damage caused by dust including air filters in equipment and vehicles. Clean soiled surfaces. K. Dispose of waste and unsuitable materials off-site in a legal manner. SECTION 02511 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL 1.01 QUALITY ASSURANCE A. Codes and Standards: In addition to complying with all pertinent codes and regulations, comply with the referenced portions of: 1. Standard Specifications for Public Works Construction, including the Regional Supplement Amendments, latest edition. 2. State of California Department of Transportation Standard Specifications, latest edition. PART 2 - PRODUCTS 2.01 MATERIALS A. Untreated Aggregate Base: Shall be Class 2 aggregate, 3/4" maximum, conforming to Section 26-1.02A of the State of California Department of Transportation Standard Specifications, or processed miscellaneous base, 3/4" maximum, conforming to Section 200-2.5 of the Standard Specifications for Public Works Construction. B. Asphalt Concrete Surfacing: 1. Asphalt shall conform to Section 400-4 of the Standard Specifications for Public Works Construction. 2. Grade Asphalt concrete shall be III-B3-AR-4000. 3. Stabilometer value shall be 35 minimum as determined by testing. 4. Drying, proportioning, and mixing of the materials shall conform to Section 400-4.4 and 400-4.5 of the Standard Specifications for Public Works Construction. C. Herbicide Treatment: Commercial chemical for weed control registered by Environmental Protection Agency and acceptable to authorities having jurisdiction. D. Pavement Marking Paint: Alkyd-resin type, ready-mixed, AASHTO M 248, Type I. Layout and color as indicated on the drawings. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Aggregate base construction shall conform to Section 26 of the State of California Dept. of Transportation Standard Specifications. B. Asphalt concrete construction shall conform to Section 302-5 of the Standard Specifications for Public Works Construction. C. Subgrade: Construction shall be in conformance with Section 301-1.3 of the Regional Supplement Amendments to the Standard Specifications for Public Works Construction. D. Apply weed-control chemical to the subgrade in strict accordance with the printed instructions of the manufacturer. No weed-control chemical is to be applied to areas designated for planting. E. Protect work from traffic and damage. SECTION 02520 PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUBMITTALS A. Submit for approval product data, mix design, mock-ups, test reports. 1.03 QUALITY ASSURANCE A. Codes and Reference Standards: In addition to complying with all pertinent codes and regulations, comply with the following: 1. Standard Specifications for Public Works Construction, including the Regional Supplement Amendments. 2. Section 03300, Cast-ln-Place Concrete. PART 2 - PRODUCTS 2.01 MATERIALS A. Forms: Comply with Section 303-5.2 of the Standard Specifications. B. Aggregates and Sand: Conform to applicable portions Section 200-1 of the Standard Specifications. C. Reinforcement: Comply with the requirements of Section 201-2 of the Standard Specifications. Reinforcing bars shall be new, deformed steel conforming to ASTM A 615, Grade 40. D. Portland Cement Concrete: Comply with Section 201-1 of the Standard Specifications. PART 3 - EXECUTION 3.01 INSTALLATION A. Subgrade Preparation: Comply with Sections 301-1 of the Standard Specifications. B. Form Work: Comply with Section 302-6.2 of the Standard Specifications. C. Concrete Placement: Comply with Section 302-6.3 of the Standard Specifications. D. Joints: Comply with Section 302-6.5 of the Standard Specifications. E. Concrete Finishing: Comply with Section 302-6.4 of the Standard Specifications. F, Curing: Concrete Pavement: Comply with Section 302-6.6 of the Standard Specifications. G. Repair defective or damaged work in accordance with Sections 302-6 and 303-5.7 of the Standard Specifications. SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, mix design proposed for use, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Testing: Employ an independent testing agency acceptable to Owner to design concrete mixes and to perform material evaluation tests. Provide 7 and 28 day cylinder tests. Comply with ASTM C 143, C 173, C 31 and C 39. C. Standards: 1. ACI 301, Specifications for structural Concrete for Buildings. 2. ACI 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. D. Testing: Independent testing laboratory. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete Design Mixes, ASTM C 94, 28 Day Compressive Strength: As indicated in structural drawings. B. Formwork: Plywood or metal panel formwork sufficient for structural and visual requirements. C. Reinforcing Materials: Reinforcing Bars ASTM A 615, Grade 60, deformed. D. Concrete Materials: 1. Portland Cement: ASTM C 150, Type I. 2. Normal weight aggregates, ASTM C 33. E. Auxiliary Materials: 1. Vapor Retarder: ASTM E 154 polyethylene sheet, 8 mils. 2. Water-Based Acrylic Membrane Curing Compound: ASTM C 309, Type 1, Class B. F. Concrete Finishes For Formed Surfaces: 1. Surfaces Not Exposed To View: As-cast form finish. 2. Surfaces Exposed To View: Smooth form finish. SECTION 04200 UNIT MASONRY PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02SUBMITTALS A. Submit product data, samples, shop drawings, 4 foot by 4 foot mockup, test reports. 1.03 QUALITY ASSURANCE A. Testing: Independent Testing Laboratory. B. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete Masonry Units: 1. Concrete Masonry Units: ASTM C 90, 1500 f'm compressive strength, normal weight. 2. Size: As indicated on drawings. 3. Bond Pattern: Running Bond. B. Mortar and Grout: 1. Mortar Mix: ASTM C 270, Type S, for reinforced masonry, masonry below grade and masonry in contact with earth and ASTM C 270, Type N, for above-grade loadbearing walls. 2. Mortar Materials: Ready mixed, ASTM C 207, Type S. 3. Mortar Aggregate: Natural color, ASTM C 144. 4. Grout Aggregate: ASTM C 404. 5. Hydrated Lime: ASTM C 207, Type S. 6. Color: Natural color. C. Reinforcing Bars: ASTM A 615, Grade 60. PART 3 - EXECUTION 3.01 INSTALLATION A. Installation Requirements: 1. Comply with PCA Recommended Practices for Laying Concrete Block. 2. Sawcut units when required. Maintain uniform joint width. Provide full bed, head and collar joints except at weepholes. 3. Install lintels and accessories in masonry construction. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures are not permitted. B. Tolerance: Plus 1/8" in 10' for grade, alignment, and straightness. C. Construction Joints: Use keyways, continue reinforcement through joint. D. Expansion Joints: For exterior work locate at approved locations. E. Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls. F. Control Joints: Provide sawn or tooled joints or removeable insert strips; depth equal to 1/4 slab thickness. Spacing as required and approved. G. Slab Finishes: Obtain sample approval before beginning work. 1. Scratch: For surfaces to receive mortar setting beds or cementitious flooring materials. 2. Trowel: Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin finish material. 3. Broom: After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exposed exterior walks, steps and ramps. 4. Hardener Finish: For exposed interior concrete floors. Follow manufacturer's directions. H. Cure and protect work. Report defective work in writing. SECTION 04852 STONE MASONRY VENEER PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02SUBMITTALS A. Product Data: Quarrier or natural stone data sheets on stone and mortar mix to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Cleaning methods. C. Shop Drawings: Indicate layout, pertinent dimensions, anchorages, and jointing methods. D. Samples: For each stone product specified, submit two stone samples 24 x 24 inches (610 x 610 mm) in size minimum, illustrating color range and texture, markings, surface finish, and blend. E. Samples: Submit two samples of mortar representing actual mortar color and color range. F. Design Data: Submit design mix when Property specification of ASTM C 270 is to be used, with required environmental conditions, and admixture limitations. G. Submit stone fabricator's installation instructions and field erection or setting drawings; indicate panel identifying marks and locations on setting drawings. 1.03 QUALITY ASSURANCE A. Design anchors and supports under direct supervision of a Professional Structural Engineer, registered in County of San Diego. 1. Design anchors to resist positive and negative wind pressures and other loads as required by applicable code. 2. Design anchor attachment to stone with a factor of safety of 5:1. 3. Design each individual anchor with a factor of safety in the vertical dead-load- bearing direction of 4:1 and in the horizontal lateral-load-bearing direction of 2:1. B. Stone Quarrier: Company specializing in fabricating cut stone with minimum ten years of documented experience. C. Quarrier's Certificate: Certify stone properties and mortar mix will conform to specified requirements. D. Installer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years of documented experience. 1.06 MOCK-UP A. Construct stone wall mock-up, 8 feet (2.4 m)long by 8 feet (2.4 m) high, including stone anchor accessories, sill and head flashings w/ weeps, corner condition, and [coping]. B. Locate where directed. C. Mock-up may remain as part of the Work. 1.07 PRE-INSTALLATION MEETING A. Convene one week before starting work of this section. 1.08 DELIVERY, STORAGE, AND PROTECTION A. Store products on pallets, under cover and in manufacturer's unopened packaging until ready for installation. B. Store stone materials on pallets on a dry level surface. Pallets shall not be stacked and shall be covered with tarps. C. Store mortar under cover and in an area where temperature is maintained between 4 degrees C (40 degrees F) to 43 degrees C (110 degrees F). 1.09 PROJECT CONDITIONS A. Hot and Cold Weather Requirements: In accordance with ACI 530.1/ASCE 6/TMS 602 Specifications for Masonry Structures. B. Ambient temperature shall be 40 degrees F or above during erection of stone masonry. When ambient temperature falls below 50 degrees F, mortar mixing water shall be heated. PART 2 - PRODUCTS 2.01 VENEER STONE A. Material shall be per approved mock-up. Material shall conform to ASTM C 568 with the following properties: 1. Maximum Absorption Rate: ASTM C97; 3 percent. 2. Minimum Density: ASTM C97; 2560 kg/m3. 3. Minimum Compressive Strength: ASTM C170; 55 Mpa. 4. Minimum Flexural Strength: ASTM C880; 8.27 Mpa. 2.02 SPECIAL SHAPES A. Provide special shapes edgestones and cornerstones as indicated on the Drawings. B. Material shall be furnished in sizes indicated plus or minus 1/2 inch. Material shall conform to ASTM C 568 with the following properties: 1. Maximum Absorption Rate: ASTM C97; 3 percent. 2. Minimum Density: ASTM C97; 2560 kg/m3. 3. Minimum Compressive Strength: ASTM C170; 55 Mpa. 4. Minimum Flexural Strength: ASTM C880; 8.27 Mpa. C. Color and texture to match veneer stone unless noted otherwise on the Drawings. 2.03 ACCESSORIES A. Wall Ties: Formed steel wire, 22 gage (0.7 mm) diameter, stainless steel conforming to ASTM A580: 1. Eye and pintle type. 2. Wall strap for bolted attachment to studs. 3. Wire loop for embedment in back-up masonry. 4. With provision for vertical adjustment after attachment. B. Other Anchors in Direct Contact with Stone: ASTM A 666, Type 304, stainless steel of sizes and configurations required for support of stone and applicable superimposed loads. C. Setting Buttons and Shims: Lead or Plastic. 2.04 MORTAR A. Masonry Cement: Complying with ASTM C91: 1. IType: S. 2. Color: As selected by Architect. B. Portland Cement: Complying with ASTM C150: 1. Type: I. 2. Color: As selected by Architect. C. Mortar Aggregate: Complying with ASTM C144, standard masonry type. D. Hydrated Lime: Complying with ASTM C207, Type S. E. Water: Clean and potable. 2.05 MIXES A. Mortar Mixes: Complying with ASTM C270, Type S using Proportion Specification. B. Mortar Mixing: 1. Mix mortar ingredients in accordance with ASTM C270. 2. Mix only in quantities needed for immediate use. 3. Do not use anti-freeze compounds to lower freezing point of mortar. PARTS EXECUTION 3.01 EXAMINATION A. Verify that support work and site conditions are ready to receive work of this section. B. Verify that items built-in under other sections are properly located and sized. 3.02 PREPARATION A. Water down the stone 24 hours prior to placement until saturated. Stone must be water saturated, surface-dry when placed. Reapply water to keep stone saturated as required by weather conditions. B. Coordinate placement of reinforcement, anchors and accessories, flashings and weep holes and other moisture control products supplied by other sections. C. Clean all built-in items of loose rust, ice, mud, or other foreign matter before incorporating into the wall. All ferrous metal built into the wall shall be primed or galvanized. D. If required, provide temporary bracing during installation of masonry work. Maintain bracing in place until building structure provides permanent support. 3.03 INSTALLATION A. Install masonry and mortar in accordance with ACI 530.1/ASCE 6/TMS 602 Specifications for Masonry Structures. B. Pattern Bond: 1. Lay stone with weather edge exposed or as directed by manufacturer. Take care to avoid a concentration of any one color to any one wall surface. 2. Maintain an approximate 1/2 inch (13 mm) minimum joint, as stone allows. 3. Do not use stacked vertical joints. 4. Lay out work in advance and distribute color range of stone uniformly over total work area. C. Anchoring: Tie stone to backing as required by the applicable Building Code. As a minimum tie stone to backing with metal ties as follows: 1. Provide minimum one tie per 2 square feet (1,858 sq cm) of wall surface area. 2. Maximum spacing between adjacent ties shall be 24 inches (610 mm) vertically and 32 inches (812 mm) on center horizontally. 3. Ties shall be imbedded in horizontal joints to a 2 inches (51 mm) minimum depth. 4. Provide additional ties at openings within 12 inches (305 mm) of opening. D. Fill and tool joints with pointing mortar in a manner consistent with approved mock-up panel. E. Joining Work: Where fresh masonry joints partially set masonry. 1. Remove loose stone and mortar. 2. Clean and lightly wet surface of set masonry. 3. To avoid a horizontal run of masonry rack back half the length of stone in each course. 4. Toothing is not permitted. F. Cutting And Fitting: Cut and fit for chases, pipes, conduit, sleeves, grounds, and other penetrations and adjacent materials. 3.05 FIELD QUALITY CONTROL A. Testing of Mortar Mix: In accordance with ASTM C780, Annex A4, for mortar aggregate ratio and ASTM C 780, Annex A5, for mortar water content. 3.06 CLEANING and PROTECTION A. Remove excess mortar upon completion of work. B. Clean soiled surfaces with cleaning solution. C. Use non-metallic tools in cleaning operations. D. Protect installed products until completion of project. E. Cover the top of unfinished stone masonry work to protect it from the weather. F. Touch-up, repair or replace damaged products before Substantial Completion. SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Provide structural steel for building construction including sub-framing units which are part of the general framing system. Include related anchors, fasteners, and connectors. 1.03SUBMITTALS A. Submit for approval shop drawings, product data, test reports. 1.04 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, and applicable regulations. C. Testing: Independent testing laboratory. D. Erection Tolerances: AISC standards. PART 2 - PRODUCTS 2.01 MATERIALS A. Steel Materials: 1. Structural Steel Shapes, Plates, and Bars: ASTM A 36. 2. Cold-Formed Steel Tubing: ASTM A 500, Grade B. 3. Hot-Formed Steel Tubing: ASTM A 501. 4. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501. 5. Steel Castings: ASTM A 27, Grade 65-35. 6. Headed Stud-Type Shear Connectors: ASTM A 108, Grade 1015 or 1020. 7. Anchor Bolts: ASTM A 307, nonheaded type. 8. Unfinished Threaded Fasteners: ASTM A 307, Grade A. 9. High-Strength Threaded Fasteners: ASTM A 325 or ASTM A 490, as applicable. B. Auxiliary Materials: 1. Direct Tension Indicators: ASTMA959. 2. Electrodes for Welding: AWS Code. 3. Structural Steel Primer Paint: SSPC - Paint 13. 4. Cement Grout: Portland cement, sand. 5. Metallic Shrinkage-Resistant Grout: Premixed ferrous aggregate grouting compound. 6. Nonmetallic Shrinkage-Resistant Grout: Premixed nonmetallic grouting compound, CE CRD-C621. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with AISC codes and specifications, and with AWS "Structural Welding Code". B. Employ a registered engineer to check elevations and plumb and level tolerances; certify that installed work is within AISC Standards. Owner may engage testing/inspection agency to inspect welded and bolted connections. C. Architecturally exposed steel: Fabricate with special care using materials carefully selected for best appearance. Store materials off ground and keep clean. Cut, fit and assemble work with surfaces smooth, square and with complete contact at joints. Set all cambers up. Weld all work continuously; grind smooth and flush to make seams not visible after priming. Prepare surfaces to comply with SSPC-SP6; apply prime coat within 24 hours after cleaning. C. Touch-up field welds and abraded areas with shop primer. SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02SUBMITTALS A. Submit for approval samples for items exposed to view, shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Steel Tubing: Hot-formed, welded or seamless, ASTM A501. B. Miscellaneous Steel: ASTM A 36. C. Pipe: ASTMA53. D. Fasteners: Provide zinc-coated or cadmium plated fastners for exterior use and where built into exterior walls. E. Galvanizing: Shall be in accordance with ASTM Standard Specifications A 123. F. Metal Primer Paint: SSPC-Paint 2. G. Galvanizing Repair Paint: "Galvalloy" by Metalloy Products Co., or equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job; allow for cutting and fitting if field measurement not practical. B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth on exposed surfaces. C. Galvanizing: All items embedded in concrete and all exposed exterior work shall be galvanized. Metal shall be galvanized after fabrication. D. Install work plumb and level with hairline joints and ground flush welds. E. Touch-up damaged coatings with shop primer and galvanize repair paint. F. Paint items scheduled in accordance with painting section. SECTION 07600 FLASHING AND SHEET METAL PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Sheet Metal Flashing and Trim: 1. Zinc-Coated Steel: ASTM A 526, G90 hot-dip galvanized, 20 gage (.0359 inch). B. Fabricated Units: Compliance with SMACNA Sheet Metal Manual. C. Auxiliary Materials: 1. Solder compatible with metal. 2. Bituminous isolation coating. 3. Mastic and elastomeric sealants. 4. Rosin-sized building paper slip sheet. 5. Reglets and metal accessories. 6. Gutter and conductor head guards. 7. Asphaltic roofing cement. PART 3 - EXECUTION 3.01 INSTALLATION A. Follow recommendations of SMACNA Sheet Metal Manual. Allow for expansion. Isolate dissimilar materials. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. D. Restore damaged components and finishes. Clean and protect work from damage. SECTION 09200 LATH AND PLASTER PART 1 - GENERAL 1.01 SUBMITTALS A. Submit sample of finish texture. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement Plaster: 1. Application: 3 coats over metal lath. 2. Base and Finish Coat Cements: Portland cement, ASTM C 150, Type I or II material. 3. Fiber for Base Coats: Alkaline-resistant (AR) glass or polypropylene fibers, 1/2-inch long, free of contaminates, manufactured for use in portland cement plaster. 4. Finish Coat: Factory-prepared finish coat. 5. Finish: As scheduled in the drawings. B. Lath and Plaster Support Systems: 1. Metal Furring: Channel furring and braces, Z-furring members, and furring brackets. 2. Stucco Mesh: 1-1/2" x 1-1/2" woven wire mesh, 17 gage, galvanized. C. Auxiliary Materials: 1. Corner beads, casing bead, and control joints, zinc. Coordinate depth of accessory with thickness of and number of coats of plaster to be applied. Use manufacturer's standard shapes specificaly designed for the proposed use. 2. Paper Backing: Comply with Fed. Spec. UU-B-790 as follows: a. Waterproof (Barrier): Type 1, Grade B. b. Weather Resistant (Breathing): Type 1, Grade D. PART 3 - EXECUTION 3.01 INSTALLATION A. Install Portland cement plaster in accordance with ASTM C 926, 3-coat plaster, and in accordance with manufacturer's instructions. B. Install metal trims at perimeters and joints. At scratch coat form full keys. At second and third coats, ensure tight contact between coats. Tool edges at windows, doors, other openings to small vee to control spalling. C. Clean adjacent surfaces soiled during installation. Touch-up damaged surfaces. Protect work from damage. SECTION 09900 PAINTING PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02SUBMITTALS A. Submit for approval samples, product data, 4' by 4' mock-ups, extra stock. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Regulations: Compliance with VOC and environmental regulations. PART 2 - PRODUCTS 2.01 MATERIALS A. Manufacturers: Dunn-Edwards, ICI Paint Stores, Frazee, Sherwin Williams or approved equal. First-line commercial-quality products for all coating systems. PART 3 - EXECUTION 3.01 INSTALLATION A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of substrate. B. Comply with manufacturer's instructions and recommendations for preparation, priming and coating work. Coordinate with work of other sections. EXTERIOR PAINT SCHEDULE Concrete Masonry Units Semi-Gloss 1 coat latex block filler 2 coats latex finish Concrete and Stucco Flat Gloss 1 coat latex primer 2 coats latex finish Ferrous Metal Semi-Gloss 1 coat, rust-inhibiting primer 2 coats latex enamel finish Galvanized Metal Semi-Gloss 1 coat, galvanized metal primer 2 coats latex enamel finish SECTION 16000 ELECTRICAL PART 1 - GENERAL 1.01 RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.02 SUMMARY A. Provide electrical systems including: 1. Site lighting. 2. Security system per client (Army and Navy Academy) B. Include primary service, transformers, distribution center, grounding, power and lighting panels, wiring, outlet boxes, receptacles, lighting fixtures, switches, conduits, and raceways and all accessories. C. Modify, relocate and extend existing service to accommodate new work. Relamp existing fixtures consistent with building standards. Remove existing systems and wiring which are abandoned. D. Maintain fire alarm system in operation during construction. E. Coordinate with Owner's room uses to provide adequate system for all contract areas. F. Coordinate location of ductwork and fire protection systems to avoid interference with location of designated lighting fixture locations. G. Coordinate schedule of telephone and data outlet completion with Owner's communications requirements and installer as applicable. H. Do not cut structural elements without prior written approval. 1.03SUBMITTALS A. Submit for approval circuit diagrams, product data, operating and maintenance data, record documents. B. Submit signed and sealed shop drawings for review and as required for building permit. 1.04 QUALITY ASSURANCE A. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Arrangement of systems indicated on the drawings is diagrammatic, and indicates the minimum requirements for electrical work. Site conditions shall determine the actual arrangement of conduits, boxes, and similar items. Take field measurements before fabrication. Be responsible for accuracy of dimensions and layout. C. Comply with the National Electrical Code and applicable local regulations. PART 2 - PRODUCTS 2.01 MATERIALS A. Conduit: Rigid galvanized metal conduit, intermediate metallic conduit, electrical metallic tubing for concealed interior raceways, flexible metal conduit, and rigid nonmetallic conduit as required. B. Exposed metal raceways by Wiremold, Walker Parkersburg or approved equal where wiring cannot be concealed. C. Boxes: Provide galvanized steel outlet, junction and pull boxes sized to meet requirements of National Electrical Code. Provide outlet boxes for 48 volt emergency lights with blank covers painted yellow. D. Conductors and wiring: 600 volt insulation type THWN or THHN copper wiring for branch circuits. Conductors AWG No. 12 shall be solid. Conductors AWG No. 10 and larger stranded. Minimum conductor size AWG No. 12. Green ground conductor in all raceways. Other sizes as required by service intended. E. Wiring devices: Receptacles, lighting switches, ground fault receptacles, dimmers, and coverplates as required. F. Panelboards as required by National Electrical Code. G. Fixtures: Fluorescent fixtures with ETL/CBM approved high power factor with quiet energy-saving rapid-start ballasts. Provide wattmiser lamps and acrylic prismatic lenses. H. Occupancy sensors: Ceiling-mounted occupancy sensors by Unenco or approved equal to control light fixtures in designated areas such as toilet and utility rooms. I. Emergency generator: Engine generator set rated for project requirements. Provide starting batteries, automatic transfer switch, annunciator panel, overcurrent protection. J. Transformers: High voltage transformers suitable for building requirements. K. Provide zoned electrically-supervised fire detection and fire alarm system components including equipment, photoelectric and thermal detectors, duct smoke detectors, and control equipment. Comply with NFPA 72B. Provide system by Simplex, Kidde or approved equal. L. Residential fixtures including combination bathroom ceiling light and ventilating fan operating off same switch. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work. Coordinate with work of other sections. Provide proper clearances for servicing. B. Comply with National Electrical Code and building code requirements. Maintain continuity of circuits required to supply new or existing equipment in service. C. Provide core drilling as required for new work. D. Conceal conduit to the greatest extent practical. E. Center ceiling-mounted elements in center of ceiling tiles as applicable. F. Install light switches at uniform height above finished floor. Locate switches within rooms at strike side of door unless noted otherwise. G. Install thermostats centered at uniform height above finished floor. H. Gang-mount multiple switching locations. Mount multiple types of controls as close together as possible and in-line with each other. I. Group multiple junction boxes, telephone and electrical outlets together on wall not more than 6" apart. Avoid back-to-back box locations. J. Mount electrical, data, and telephone outlets vertically, at uniform height above finished floor unless noted otherwise. K. Maintain indicated fire ratings of walls, partitions, ceilings and floors at penetrations. Seal with firestopping to maintain fire rating. L. Test all systems for proper operation. Label circuits in electrical panels. M. Restore damaged finishes. Clean and protect work from damage. N. Instruct Owner's personnel in proper operation of systems. S ^» 6* ^^ o, ^ -^ S u5 ^3 TlIF Ma > As3 oTm Oii 33 _w ^yS o o tf City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-06-2011 Plan Check Revision Permit No:PCRl0129 Building Inspection Request Line (760) 602-2725 Job Address: 2605 CARLSBAD BL CBAD Permit Type: PCR Status: ISSUED Parcel No: 2030410200 Lot#: 0 Applied: 12/08/2010 Valuation: $0.00 Construction Type: NEW Entered By: JMA Reference #: CB100244 Plan Approved: 01/06/2011 PC#: Issued: 01/06/2011 Project Title: ARMY/NAVY: REVISIONS TO Inspect Area: PERIMETER WALL AND PARTIAL BLDG. DEMO TO CREATE Applicant: Owner: SCOTT HUNTSMAN ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA 1929 HANCOCK ST #200 PO BOX 3000 92110 CARLSBAD CA 92018 619-557-0577 Plan Check Revision Fee $0.00 Fire Expedited Plan Review $0.00 Additional Fees ^ $60.00 I Total Fees: $60.00 Total Payments To Date: $60.00 Balance Due: $0.00 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 right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Project Addressj Contact \O Original Plan Check Mo.- /6 - 6i1-557-<?S77 Email 5Eo+hg>l«tt!'<*\ Contact Address <Sh Zip General Scope of Workc5^) Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans Calculations Soils Q EnergyJ »^v 2 Describe revisions in detail \ / /) f\/•* \ i^ / 4- J •„ J S Ats\ tj jc^c./ o c^*\ (£. ^?-*\ i^g £\.C- &&£> s" -f^-T? f^i c^_Js/i<?i^ejr_S' /~r^/c_.^ I 1 /r ^ ^ (I r i \ ( 1 i / i ^ /) t } 1 fj <S.) HwCrfJl x^lkj^^ ^^,^^4- 4» *M ^CJAr^^J cL*^1r^ 3 List page(s) where each revision is shown MA2.6 A"z;3/ i kL.D ki\ A7.Z ' / Azu-z_ 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? j^ Yes Q No 6 Does this revision add ANY new floor area(s)? D Yes ^f No T Does this revision affect any fire related issues? ^f Yes Q No 8 Is this a complete set? ^ Yes Q No ^"Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718 / 2719 www.carlsbadca.gov Fax: 760-602-8558 DI iii I-MKI/-N Development Services BUILDING Building Division CITY OF Plan CheCk 1635 Faraday Avenue TAR I SRAD Comments 7606022719V^ A*l\ I—«J Uf\L/ www.carlsbadca.gov By: Steve Borossay (Contact Hours for Steve: Tues.-Fri., 1pm -5pm) Phone: 760-602-7541 jo --• When corrections from all departments are received please run new prints » • Please respond by indicating location of Plan Check items on plans * j | Provide: A statement on the Title Sheet of the plans stating that the project shall comply with the 2007 CA Building Code, 2007 CMC, 2007 CPC, 2007 CEC and the 2008 CA Energy Efficiency Standards. O Provide: A note titled "Scope of Work" describing the work to be performed under this permit. Approved on: '. ft/ft//* By:/ / PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$17,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER P5V16>10(M6 JQ PLANNER DATE ENGINEER DATE Q:\FDEng\Dev8lopmenl Servicos\Correspondenco\Ontiveras\for planchecking\BUILDING PLANCHECK CKLIST FORM - PLANNING ENGINERING APPROVALS.docx December 13, 2010 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department PCR 10-129 I have reviewed the building plans for the above referenced project. The Housing and Neighborhood Services Department does not have any comments and supports issuing the building permit at this time. This information was entered into Permits Plus on December 13, 2010. If you have any questions, please contact me at x2813. AUSTIN SILVA 3 & S Q Q Q S REDEVELOPMENT DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. Planner APN: Address 2-koS C«rl«&wt "SfvJ. Phone (760) 434- Type of Project & Use: fWi/uj /S>cVa«.\ Net Project Density: K!/* DU/AC Zoning: \Jff- General Plan: \J Facilities Management Zone: I (in/out) #_Date of participation^Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) D D D D D Legend: W\ Item Complete I I Item Incomplete - Needs your action Environmental Review Required: YES NO "X 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 NO-?*; TYPE DATE 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 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): Habitat Management Plan Data Entry Completed? YES NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) I I I I Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan: I I Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. D D D HDD D D Policy 44 - Neighborhood Architectural Design Guidelines 1 . Applicability: YES _ NO 2. Project complies YES _ NO Zoning: 1.Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: rJ/A Required Required Required Required Required 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Shown Shown Shown Shown Shown Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage:Required Shown -0 D D 0 D D 4. Height: 5. Parking: Required Spaces Required 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 H:\ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 3/06 Carlsbad Fire Department \ Plan Review Requirements Category: PCR , Date of Report: 12-22-2010 Reviewed by: / Name: Address: Permit #: PCR10129 Job Name: ARMY/NAVY: REVISIONS TO Job Address: 2605 CARLSBAD BL CBAD Jtemyou have submitted for review is incomplete. At this time, this office cannot adequately conduct a revielvto^lpp^^ appliVahlp codes and/or standards. Please review carefully all comments aWflffied. Please resubmit the nece^^8^piwji%aft4/or^specifications, with changes "clouded", to this office for review and approval. Conditions; Cond: CON0004296 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 12/22/2010 By: cwong Action: AP MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS (Monument Site Fence) Project: Army and Navy Academy 2605 Carlsbad Boulevard Carlsbad, California 92008 Prepared for: House & Dodge Design 1929 Hancock St., Suite 200 San Diego, California 92110 Project No.: 07010 Date: December 8,2010 335 15th Street San Diego, California 92101 Tel. (619) 531.0757 • Fax. (619) 531.0758 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.AHA SHEET NO.. CALCULATED BY_ CHECKED BY SCALE.» o OF_ DATE. DATE. X< 9 tr •4 X < SLOPE TOP 1/2" MIN. TO DRAIN &" CMUWALL ('SOLID (S-ROUTj SPEC. INSP. REO'D. 2-COAT STUCCO FINISH STUCCO SCREED FINISH 6RAPE 1 M Hi lil SC/ ANAXENTRY SATEVCURRBNT ( -O" •AILS\OO2 5 TE PENG:MONUMENT.HALL DETAIL D PRODUCT 207 Mike Surprenant 33515th Street San Diego, CA 92101 (619) 531-0757 Title • Army Navy Job # : 07010 Dsgnr: MS Description.... Hoover Hall Site Wall Option 1 Page: -.*" -^ Date: DEC 2,2010 This Wall in File: f:\projects\2007\07010-ana~h&d\03-engin( Retain Pro 9 © 1989 - 2010 Ver: 9.18 8145 Registration #: RP-1168395 RP9.18 Licensed to: Mike Surprenant Cantilevered Retaining Wall Design Code: CBC 2007 Criteria | Retained Height = 3.00 ft Wall height above soil = 6.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Surcharge Loads | Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem | Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Soil Data | Allow Soil Bearing = 1,330.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psf/ft Passive Pressure = 300.0 psf/ft Soil Density, Heel = 120.00 pcf Soil Density, Toe = 120.00 pcf Footing||Soil Friction = 0.250 Soil height to ignore for passive pressure = 12.00 in Thumbnail Lateral Load Applied to Stem | Adjacent Footing Load Lateral Load = 0.0#/ft A ...Height to Top = 0.00ft F ...Height to Bottom = 0.00ft E The above lateral load V has been increased 1 .00 Fby a factor of B Wind on Exposed Stem = 0.0 psf P djacent Footing Load - 0.0 Ibs ooting Width = 0.00ft ccentricity = 0.00 in /all to Ftg CL Dist = 0.00ft ooting Type Line Load at Back of Wall ~ oisson's Ratio = 0.300 | [Stem Weight Seismic Load I Fp / wp Weight Multiplier = 0.364 g Added seismic base force 181.4 Ibs Design Summary Wall Stability Ratios Overturning Sliding Total Bearing Load ...resultant ecc. 2.28 OK 1.68 OK 1,976 Ibs 7.26 in Soil Pressure @ Toe = 1,291 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,330psf Soil Pressure Less Than Allowable AC) Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable 1,808 psf 0 psf 7.5 psi OK 4.0 psi OK 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = less 100% Passive Force = less 67 % Friction Force = Added Force Req'd = ....for 1.5:1 Stability = 465.8 Ibs 450.0 Ibs 331.0 Ibs 0.0 Ibs OK 0.0 Ibs OK Load Factors — Building Code Dead Load Live Load Earth, H Wind, W Seismic, E CBC 2007 1.200 1.600 1.600 1.600 1.000 Stem Construction | Design Height Above Ftg ft = Wall Material Above "Ht" Thickness = Rebar Size - = Rebar Spacing = Rebar Placed at = Design Data — - fb/FB + fa/Fa = Total Force @ Section Ibs = Moment.. ..Actual ft-# = Moment.....Allowable = Shear Actual psi = Shear Allowable psi = Wall Weight Rebar Depth 'd' in = LAP SPLICE IF ABOVE in = LAP SPLICE IF BELOW in = Top Stem Stem OK 0.00 Masonry 8.00 #5 16.00 Center 0.642 334.5 973.2 1,515.5 7.4 51.6 78.0 3.75 30.00 HOOK EMBED INTO FTG in =7.00 Lap splice above base reduced by stress ratio Masonry uaia fm Fs Solid Grouting psi = psi = = 1,500 20,000 Yes Modular Ratio 'n1 Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data : fc Fy 21.48 1.333 in = 7.60 = Medium Weight = ASD psi = psi = Licensed to: Mike Surprenant San Diego, CA92101 'iwww ReialnPco com Mike Surprenant 335 15th Street San Diego, CA 92101 (619)531-0757 Title Army Navy Job* : 07010 Dsgnr: MS Description.... Hoover Hall Site Wall Option 1 Page: . Date: DEC 2,2010 This Wall in File: f:\projects\2007\07010~ana~h&d\03-engin< Retain Pro 9 © 1989 - 2010 Ver: 9.18 8145 Registration #: RP-1168395 RP9.18 Licensed to: Mike Surprenant Cantilevered Retaining Wall Design Code: CBC 2007 Footing Dimensions & Toe Width Heel Width Total Footing Width Footing Thickness = Key Width Key Depth = Key Distance from Toe = fc = 2,500 psi Fy = Footing Concrete Density = Win. As % Cover® Top 3.00 @ Strengths | 1.29ft 1.96 3.25 18.00 in 0.00 in 0.00 in 0.00ft 60,000 psi 1 50.00 pcf 0.0018 Btm.= 3.00 in Footing Design Results I Toe Heel Factored Pressure = 1,808 0 psf Mu': Upward = 1,614 202 ft-# Mu' : Downward = 423 873 ft-# Mu: Design = 1,190 671 ft-# Actual 1 -Way Shear = 7.53 4.02 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = # 5 @ 1 8.00 in Heel Reinforcing = #5 @ 18.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Seismic Stem Self Wt. = OVERTURNING.,Force Distance Ibs ft 354.4 -70.0 181.4 Total = 465.8 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure 1.50 0.67 6.00 O.T.M. = 2 1,976.3 Moment ft-# 531.6 -46.7 1,088.5 1,573.4 .28 Ibs RESISTINGForce Distance Ibs ft Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight Vert. Component = Total = 465.6 77.4 702.0 731.3 1,976.3 2.60 0.65 1.62 1.63 Ibs R.M.= Moment ft-# 1,212.1 49.9 1,139.6 1,188.3 3,589.9 If seismic included the min. OTM and sliding ratios may be 1.1 per IBC '09,1807.2.3. " Axial live load NOT included in tptal displayed, or used for overturningresistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software © 2009 HBA Publications. Inc. All Riohte Reserved Licensed to' Mike Surprenant San Diego, CA92101 www.RetamPro.corr! MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS (Pilasters with Offset Footings) Project: Army and Navy Academy 2605 Carlsbad Boulevard Carlsbad, California 92008 Prepared for: House & Dodge Design 1929 Hancock St., Suite 200 San Diego, California 92110 Project No.: 07010 Date: November 11, 2010 335 15th Street San Diego, California 92101 Tel. (619) 531.0757 • Fax. (619) 531.0758 JOB.ArtA- MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. _ CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. •ft, f" v«.rTtf offWf .w D PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB- SHEET NO..2 4^ OF_JlL CALCULATED BY_ CHECKED BY SCALE ft+$- DATE_ ^ /^ DATE_ PRECAST STONE CAP PER PLANS SCALE: 3/4" = I'-O" ANAVENTRY &ATE\CURREHT 4AP\DETAIL£\OOI SITE F;5TUCCO PILASTER DETAIL MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.AHA SHEET NO OF CALCULATED BY_ CHECKED BY SCALE _ _ DATE_ DATE. ff )../ 2'-0"PRECAST -STONE CAP PER PLANS SCALE: 3/4 ANAXENTRV &ATE\CURR£NT = \'-0" S TE FENGE STUCCO PILASTER DETAIL JOB.. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.. CALCULATED BY_ CHECKED BY SCALE s DATE. DATE_ tf AY* STONE CAP STONE VENEER NON-CORROSIVE METAL TIE PER (S.B.C. I4O3A.6 FINISH 6RADE 52-O" TO t <9F CARLSBAD BLVP. '-O" TO 1 OF MOUNTAIN VIEH 2\'-0" TO t OF CYPRESS AVE. 25' -O" TO t.OF OCEAN ST. P.L. / R.O.K PER PLANS SCALE: 3/4" = I'-O" PILASTER DETAIL Raeneite Abbey Fronts KAREN [bross@esgil.com] lenlt Friday, December 10,201010:33 AM Tot Raenette Abbey; Janet Altar Subjects 10-1494 (per 10-127) and Attachment*! Structrual Calcs 10-1494 (PCR 10-127).pdf; 10-244 (PCR 10-129).pdf Good Morning, We received a copy of the structural calcs for 10-1494 (PCR 10-127) directly from the applicant. I've attached a copy in case they didn't forward a copy to your office. We also received plans from your office for 10-244 (PCR 10-129). We didn't perform the original review. We'll send the plans back to you on Monday, but please let us know if you would like us to continue with the plan review. Thank you, T^aren Ross EsGil Corporation in Partnership with government for (Building Safety 9320 Chesapeake Dr., Suite 208 San Diego, CA 92123 858-560-1468 858-560-1576 fax www.esgil.com kross@,esgil.com