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HomeMy WebLinkAbout2016 PALOMAR AIRPORT RD; ; PC070036; PermitCityofCarlsbad 1635 Faraday Av Carlsbad, CA 92008 02-04-2016 Plan Check Permit No: PC070036 Building Inspection Request Line (760) 602-2725 Job Address: 2016 PALOMAR AIRPORT RD CBAD Permit Type: PLANCK Status: EXPIRED Parcel No: 7602214700 Lot #: 0 Applied: 05/08/2007 Valuation: $0.00 Construction Type: Entered By: JMA Reference #: Plan Approved: - Issued: Project Title: MAGELLAN AVIATION: 2 BLDGS.: Inspect Area: OFFICE/HANGAR Applicant: Owner: JAIME BERNAL SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> 2194 CARMEL VALLEY RD AUN: MARTIN SLUSSER 1800 AVENUE OF THE STARS #105 DEL MAR 92014 . LOS ANGELES CA 90067 858-755-5009 X101 Plan Check Fee $0.00 Additional Fees • $0.00 Total Fees: - $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 1 \ * a FINAL APPROVAL Inspector: Date: ______________ Clearance: NOTICE Rease take NOTICE that approval of your project includes the lrrxthm" of fees, dedications, reservations, or other ecns hereafter collectively referred to as "fees/exJa.is." You have 60 days from the date this pemit was issued to pest irrxai of these fees(exactions, If you pest tfen you fiat follow the protest procedures sat tam in Gcwemrrnt Code Section 66020(a), and file the protest and any other required irfaar wth the Oty er ta puessrngin aamiance 4th Caisbat Mnidpai Oxie Sndiai 3.32030. Failure toy follow that procedure will her any subsequent legal action to attack riw, satasde, %ad, or aruI their irrxtion. You are hereby RRIHER NOI1AED that your right to pest the specified fees/eon DOES NOT PRY to water and seer aniedicri fees and capacity thanges, nor planning, zoning, grading or che smlar applica&i, processing or seMce fees in andia, wth this ptted NOR DOES ITAPFU( to any fees/eons of which you have Previously been raven a NOTICE sirnila to this, or as to which the statute of lirritatims has av nthetvise red. • - • .: • •• •• PLANCHECK NO. 1tO7— -6 PERMIT APPLICATION Plan Ck Deposit CITY OF CARLSBAD 13UILDING DEPARTMENT - Validated By 1635 Faraday Ave Carlsbad CA 92008 .1 9T INFORMATION Address (include Bldg/Suite'# Business Name (at this address) 7c-2- Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessors Parcel # Existing Use Proposed Use Otc 7reci 7S - Deription of Work jç SQ FT 4 of tories # of Bedrooms sc 4 of Bathrooms I N E LJ __ NT iffretfromappITat) t i '5 •. I C)' 10 Ira Name 1r I -CI n P 3 nni fC06 tretnr tjo C(V CLI /.CZO/K 755(' (/ 'Z Nam Addre cif, Zip :-e!± --' - - •••- -•.•- 2w 6 (( (7O) .,Nahié ' 4v t Address, St Z T Prh (Sec 7031 5 Business and Professions Codi An, City or County which icqo mit to construct altni improve, demolish or iepair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is Ii pursuant to the provisI..ns of the Contractors License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is u.empt therefrom and the basis for the alleged exemption Any violation of Section 7031.5 by any applicant for a permit subjects the applica'kt to a civil penalty of not more than five hundred dollars [$500]) Name Address City State/Zip Telephone 4 State License # License Class'. City Business License # Designer Name Address City State/Zip Tel # State Lic'nse # •.. :'-. --- -. -'. ' -. •'.• ' ••. •- WCOMPENSATIOT ' ' ' • - - -•- -- - - - - •• Workers Compensation Declaration I hereby affirm under penalty of perjury one ot the following declarations i have and wilt maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued i have and will maintain workers compensation as required by Section 3700 of the labor Code for the performance of the work for which this permIt is issued My - workers compensation insurance carrier and policy number are Insurance Company Policy No _______________________________ Expiration Date______________________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 CERTIFICATE OF EXEMPTION-; I certify that in the. perforrnce of the Work for which this permit is-issued, I shall not employ any person in any riiahnéso:asto 'q become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100 000) in addition to the cost of compensation damages are provided for in Section 3706 of the Labor Code interest and attorneys fees SIGNATURE '-.-. • • •- : - : ' .- DATE___________________ I hereby affirm that ,l am exempt from the-Cc nii tor s License Law tor P r i- I as owner of the property or my employees with wages as theu ote compensation will d the work nd the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractors 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 improve 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 Contractors License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law) i am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement 0 YES 0 NO 2 I (have/have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / Contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name I address I phone number / Iontractors license number) 5 [will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone number / type% of work) PROPERTY OWNER SIGNATURE DATE PERMIT AFPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave CarIsbad CA 92008 Page 2 of 2 - t4 MLETE TIWS SECTION FOR NON EIALUILNf PR ITS ONLY - Is the applicant or future builb r iccupant required to submit a business pIic acutel, h ivCi.. miLials regIstratiofl for or risk management and prevention program under Sections 2505 25533 or 255J4 of the Presley Tanner Hazardous Substance Account Act 0 YES 6,* NO Is the applicant or future building\occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1 000 feet of the ritr boundar of a schol sIte? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES ,'A; FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE ,._J REQUIREMENTS.9F THE OFFICE Of EMERGENCY sERvIcES AND THE AIR POLL UTION CONTROL DISTRICT? 8 7q U NEY - I hereby affirm that there is a constructic It vi qen~-,r the pertorman I t h h thi pi i I is issued (Sec 3097(I) Civil Code) LENDER'S NAME I LENDERS ADDRESS, .- I certify that I have read the application and state that the bove informit xiJ LI the information on the plans is accurate I agree to Comply with all City ordinances and State laws relating to building construction hereby authorize rsr I'ritaties f the City of Carlsbad to enter upon the above mentioned property for inspection 4. purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGEMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations of 50 deep and demolition or Construction of structures over 3 stories in height I .1- EXPIRATION Offi Every per issued by the building cial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within.180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 10644 Uniform Building Cod APPLICANTS SIGNT DATE /ô 7 ilr I- .- •.•. •:-... . ... is I....- •- :--. ..... - . . .. • . . . . . - I — February 8, 2012 Per Tim Phillips, Cindy Wong and Dominic Fieri. RE: 2008, 2016, 2018 Palomar Airport Road -Magellan Aviation The Magellan Aviation project is sitting idle in the permits drawer because the contractor has not been paid; therefore, left the job. They are in court. • Tim Phillips is OK with.what has been built there, but could not sign off because Fire Prevention has not signed off yet. • : • • -- C607 —ø OA/ C/3 0 o2- - Ep hE06FO8104 (4-WI PCRO9O38 - S S • S - 4-Id /1L'4Z Vtici' e4,J: 41z ç- i• I cL Zthi - - • - • : - , 136 410 Ale tzawkg- S S •. -: IF - :- S. • - S S • . S - . S - S I •. . S S S 55 , S-S - • S - S City of Carlsbad Bldg Inspection Request For: 01/28/2010 Permit# CB071491 Title: MAGELLAN AVIATION: 8,480SF Description: HANGER Type:COMMIND Sub Type: INDUST Job Address: 2008 PALOMAR AIRPORT RD Suite: Lot: 0 Location: APPLICANT HOWARD ANDERSON Owner: Remarks: electric meter release for Hanger D Inspector Assignment: TP Phone: 76080 lIt Inspector: Total Time: Requested By: JIM Entered By: CHRISTINE CD Description Act Comments 39 Final Electrical Comments/Notices/Holds Associated PCRs/CVs Original PC# PCRO8104 ISSUED MAGELLAN AVIATION-REVISE BLDGS; I & 2, ELECT OUTLETS, LIGHTS, PANEL SC) PCRO8154 ISSUED CHANGE TO FOOTINGO ACCOMODATE; FOR FUTURE OFFICE BUILDING/CB074190, - PCR09018 ISSUED MAGELLAN HANGER D- ADDITION; OF UNDERGROUND PLUMBING FOR FUTURE I PCR0903B ISSUED REVISE 4 HOUR WALL TO A 2 HOUR; WALL AS ALLOWED BY THE NEW FIRE SYS1 PCR081 15 ISSUED MAGELLAN: MOVE FOOTINGS INSIDE; BUILDING PCR08146 ISSUED MAGELLAN:ADD'L FOOTINGS FOR; FUTURE MEZZANINE @ EAST END OF BLDG. C Inspection History Date Description Act Insp Comments 05/04/2009 11 Ftg/Foundation/Piers WC TP 05/04/2009 12 Steel/Bond Beam PA TP T/U PNLS PNDNG S.I. REPORT 05/01/2009 11 Ftg/Foundation/Piers NR TP NO ONE ON SITE, NO PLANS 05/01/2009 12 Steel/Bond Beam NR TP 04/24/2009 11 Ftg/Foundation/Piers NR MC 1ST STOP 8:30AM 04/24/2009 11 Ftg/Foundation/Piers AP MC HANGER D FTG. & STEEL & S.0.G., 2ND STOP 04/24/2009 31 Underground/Conduit-Wiring AP MC #2'X 20FT CU GRND ELECTRODE 04/21/2009 11 Ftg/Foundation/Piers NR TP REBAR MISSING 04/06/2009 21 Underground/Under Floor AP TP TRENCH DRAIN 04/03/2009 21 Underground/Under Floor CA TP per office - 04101/2009 21 Underground/Under Floor CO TP NO PLUMB PLAN 03/20/2009 19 Final Structural PA TP PERMIT NEEDS TO BE EXTENED PER TIM PHILLIPS 120/2008 12 Steel/Bond Beam AP TP PMTR FTG & S.O.G. HANGER B Schmit Engineering Structural Design To: City of Carlsbad Carlsbad, Ca. Date: August 15, 2008 Reg: Magellan Aviation Hangars 2006 Palomar Airport Road Carlsbad, Ca. 92008 Hangar "A" & "B" & "D" Slab-on-grade specification This letter is in regards to the above referenced project. The following plan revision regarding the slab oi grade is provided. The previous slab specified thickness of 11.5" may be changed as follows based upon further review. As requested I have investigated the required slab thickness for aircraft weights in the range of 90,000 lbs. Based upon PCA charts for dual wheels and weight distribution, a slab thickness of 10" over a 4" base will support the wheel loads as indicated. The slab should be reinforced with #4 bars @ 18" o.c. each way @ slab centerline. All other previous requirements, such as concrete strength, saw-cuts, etc. are to remain the same. If you should have anyquestions regarding this letter, or need any further clarification, please do not hesitate to call me. Sincerely, cc ( No. 35417 * \ t!1<P4oa.3f)fll. I John J. Schmit R.C.E.#35417 &// .5108 1965 Rohn Road, Escondido, CA 92025 (760) 743-0592 GEOCON INCORPORATED IV GEOTECHNICAL CONSULTANTS (0) Project No. 06383-22-02 August 15, 2008 Magellan Aviation, LLC 2006 Palomar Airport Road Carlsbad, California 92008 Attention: Mr. Robert Levine Subject: MAGELLAN AVIATION NORTH PALOMAR AIRPORT CARLSBAD, CALIFORNIA BUILDING NO. I STRUCTURAL SLAB UNDERLAYMENT Reference: Geotechnical Investigation Update, Magellan Aviation North, Palomar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated July 10, 2007 (Project No. 06383-22-01). Dear Mr. Levine: In accordance with a request from Mr. Steve Horine, we have prepared this letter to address the underlayment for the structural slab in Building No. I. Original geotechnical recommendations were submitted in the referenced report. We understand that the structural engineer has evaluated the structural requirements of the proposed building slab and found that a 10-inch-thick reinforced concrete slab will be adequate to accommodate the expected aircraft loads. A 4-inch-thick layer of on- site recycled aggregate base will provide adequate support for the structural slab. Where moisture sensitive floorcoverings are planned, a vapor inhibitor should be used. Because the vapor inhibitor will be in contact with angular base material, the vapor barrier should consist of a 10-mil-thick metallocene polyolefin geomembrane (Stego or equivalent). To limit curling and cracking due to uneven curing, water-cement ratios should be kept to a minimum. If you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, I) Real Estate Consultants Attention: Mr. Steve Levine Telephon6(858) $58-6900 • Fox (858) 558-6159 GEOCON I N C 9111 P 0 R.14A T E D GEOTECHNICAL CONSULTANTS Project No. 06383-22-04 April 25, 2008 Magellan Aviation, LLC 2006 Palomar Airport Road San Diego, California 92008 Attention: Mr. Robert Levine Subject: MAGELLAN AVIATION PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA FOUNDATION PLAN REVIEW References: 1. Geotechnical Investigation Update, Magellan Aviation North, Palomar Airport. Carlsbad, Cal jfornia, prepared by Geocon Incorporated, dated July 10, 2007 (Project No. 06383-22-01). 2 Foundation Plans for Magellan Aviation, hanger A and Band D, Sheets S-i through S-7, prepared MW Construction, dated April 4, 2008. Dear Mr. Levine: In accordance with your request, we have reviewed the referenced foundation plans to evaluate whether the plans and details have been prepared in substantial conformance with the recommendations presented in our referenced geotechnical report (Reference No, I). Based upon our review of the foundation plans and the information contained within the geotechnical report, it is the opinion of Geocon incorporated that the foundation plans and details have been prepared in substantial conformance with recommendations presented in the referenced report. Our review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plan. Geocon Incorporated has no opinion regarding other details found on the referenced plans, structural or otherwise, that do not directly pertain to geotechnical aspects of site development. Should you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCOKINCORPORATED SptAAL G AU CEG 78 No. IM CMFIED Or 0 SAM co (2) Addressee O#Pr C (e-mail) H2A Architects Attention: Mr. Jaime Bernal 6960Fl6ndersDriv u Sdn Diego, Cátiförñio9212l2974 • Téléphone (858) 558690, 0 •Fi (85,), 55.84159 '.. Carlsbad' PC0736 December 4, 2007 City of-'Carlsb d IT11fhiT!...rj.T1111L- S BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION , 'Do Not Remove, From Plans Plan Check No. PC07-36 Job Address or Legal Description Magellan Aviation ' Owner t1c1-o'i (eO4) /# C. Address You are hereby notified that in addition' to the inspection of construction provided by the' Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. ,• " ' The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a ,current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. • • • ' • • The Special Inspector is not authorized to inspect and approve any work other than that for which' he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. S • , • • ,• S Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. S ' (over) •. S • , , S • S • • APR-29-2008 15:38 FROM riii CONSTRUCTION INC TO 18587551236 P.02 p CaxhbadPCO7-36 December 4, 2007 S SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION; .5: PLAN CHECK NUMBER: OWNER'S NAME; 1, s the owner, or agent of the owner (antractors may ag employ the 8eCfll 1npector), certity that I. or the ardifteoVensaineer of record. will be responsible for employing the speca1 inspectQr(s) as required by Uniform $uir,g Code (LJBC) Section 1701.1. for the n located at the site Listed above. UBC Section 106.3.5 r7 I, as the =gfixxz/=hibwt of record, certify that I five prcpared the fbThiwg 5peia1 izspratior, pmgram as iquired by UBC Sootion 106.3. S for the constructior project 1octed at the site listed 17 signed C& - 1cLL / CC P 09,30-09 I. List of work requiring specai inspection; .4e OF GA~W Solis Compliance Prior to Foundation Inspection [II Field Welding rj Structural Concrete Over 2508 PSI ' High Strength Bolting R Prestressed Concrete . LI EpansionIEpoxy Anchors Stiuctural Masonry 0 SPridOn Fireproofing ,• P Designer Specified [J other Name(s) of indMdual(s) or firm(s) responsible for the special inspections listed above; .• - A.. ccoau, ,'c. S. S :. B. CW STMicnod 7iT7AZ ;o7 &14 £tZ C. S Duties of the special Inspectors for the work listed above: Soit.s /AJ 'c7c'ncis Pa ,SO-s /2cw 1 I474 iTC.I?7JI . S C. Specbl kmFw-fcM atiall Cheat in wb me Cfty and prent ftir anWand0a ft appmvaj a1zq bepnniig utt on the dte. 1 S S . S TOTAL P.02 - EsGil Corporation I In (Partnership with Government for Building Safety DATE: June 24, 2008 0 APPLICANT . JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: PC07-36 SET: VI PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Magellan Aviation North Private Site Sewer & Lift Station The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked.by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Lii The check list transmitted herewith isfor your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. FT The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. - The Applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applidant that the plan check has been completed. Person contacted: Javad Tanbakuchi . . Telephone #: - Date contacted: 6/24 (by: GA) Walk-in Fax #: Mail Telephone Fax In Person REMARKS : This Site Sewer is to be attached to the Hanger drawingto provide UPC code' complying Private Site Sewer System. The plans are being hand Carried back to the City by Javad Tanbakuchi. . . . By: Glen Adamek . Enclosures: Esgil Corporation . . GA MB fl EJ E1 PC log-In/log-out - p. EsGil Corporation In Partnership with Government forBui(&ng Safety DATE: June 23, 2008 NT LI JURIS. JURISDICTION: Carlsbad LI PLAN REVIEWER LI FILE. PLAN CHECK NO.: PC07-36 SET:V PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Hangars for Magellan Aviation North El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. . The applicant's copy of the check list has been sent to: 'Howard Anderson - 2194 Carmel Valley Road, Del Mar, CA 92014 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Howard Telephone #: (858) 755-5009 X 101 Date contacted: (by: ) Fax #:1236 Mail Telephone Fax In Person U REMARKS: PLEASE SEETHE ATTACHED OUTSTANDING COMMENT/CORRECTION LIST FOR THE CITY STAFFS CONSIDERATION. By: Bert Domingo Enclosures: Esgil Corporation . . . GA MB El EJ El PC log . PLUMBING AND MECHANICAL CORRECTIONS JURISDICTION: Carlsbad DATE: 5/13/08 PLAN REVIEW NUMBER: PC07-36 SET: III PLAN REVIEWER: Glen Adamek AS PER THE RESPONSE: "EXTENSION GRANTED PER. MIKE PETERSEN AT THE CITY OF CARLSBAD." THE BUILDING DEPARTMENT TO REVIEW. THIS PLANCHECK IS OVER A YEAR OLD. CHECK WITH THE CITY TO SEE IF THIS PLANCHECK HAS EXPIRED. NOTE: AS OF JANUARY 1, 2008 ALL THE CODES HAVE CHANGED AND A COMPLETE NEW PLAN CHECK TO THE NEW CODES WOULD BE REQUIRED IS THE PLANCHECK HAS EXPIRED. PLEASE PROVIDE COMPLETE CORRECT PRIVATE SITE SEWER CONSTRUCTION DRAWINGS TO COMPLY WITH THE PLUMBING CODE. NOTES ON THE "SITE UTILITIES DRAWINGS" BY JAVAD TANBAKUCHI STATES: "ALL UTILITIES ARE PRIVATE AND ILLUSTRATED FOR INFORMATION ONLY". PLEASE PROVIDE THREE SETS OF SIGNED AND SEALED CONSTRUCTION DRAWINGS FOR THE PRIVATE ON-SITE WATER AND PRIVATE ON-SITE SEWER LINES, SO THE BUILDING DEPARTMENT CAN ISSUE THE PLUMBING PERMITS FOR THE PRIVATE WATER AND PRIVATE SEWER SYSTEMS. 67. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. PLUMBING (2000 UNIFORM PLUMBING CODE) THE SANITARY SEWER REPORT. MAGELLAN AVIATION. HANGARS A. B. C. D. E. & I CARLSBAD, CA DATED JULY 18, 2007 BY JAVAD TANBAKUCHI, DOES NOT COMPLY WITH THE 2000 UNIFORM PLUMBING CODE, PLEASE PROVIDE CORRECT PRIVATE SITE SEWER CONSTRUCTION DRAWINGS TO COMPLY WITH THE PLUMBING CODE. AS PER UBC. SECTION 311.2.3.1 THE S-5 HANGER FLOOR MUST DRAIN TO FLOOR DRAINS TO THE SEWER THROUGH OIL SEPARATOR. THE REQUIREDFLOOR DRAINS ARE NO LONGER SHOWN ON THE PLANS. PLEASE CORRECT TO SHOW THE FLOOR DRAINS AND TRAP PRIMERS. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In cPartnersñip with government for Building Safety DATE: June 19, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 SET: N PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Hangars for Magellan Aviation North NT U JURIS U PLAN REVIEWER U FILE El The plans,transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. liii The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Howard Anderson 2194 Carmel Valley Road, Del Mar, CA 92014 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted- How rd Telephone #: (858) 755-5009 X 101 Date contacted. °4F(by/M Fax #: 1236, 760-431-8964 Mail TeIephone/ Fax/In Person - II REMARK(C&Ut& By: Bert Domingo Enclosures: Esgil Corporation . GA MB LI EJ 1-1 PC 6/10/08 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC07-36 June 19, 2008 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad I PROJECT ADDRESS: Magellan Aviation DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/10/08 I REVIEWED BY: Bert Do FOREWORD (PLEASE READ): PLAN CHECK NO.: PC07-36 SET: IV DATE RECHECK COMPLETED: June 19, 2008 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit new complete sets of - prints to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. - The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? JYes UNo * Carlsbad PC07-36 June 19, 2008 . GENERAL Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. THIS WILL BE CHECKED WHEN ALL THE ITEMS BELOW ARE MET. . STRUCTURAL 28. PLEASE SUBMIT CALCULATIONS AND DETAILS FOR THE STOREFRONTS. NO RESPONSE. THIS ITEM COULD BE DEFERRED FOR SUBMITTAL. IF CHOSEN TO DEFER, PLEASE SHOW THE FOLLOWING NOTE AND MAKE SURE THAT THIS ITEM IS IDENTIFIED AS DEFERRED: A) On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design-of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Carlsbad PC07-36 June 19, 2008 31. PLEASE SUBMIT CALCULATIONS FOR SUCH TILT UP WALLS TO VERIFY STABILITY OF THE SAME ESPECIALLY FROM THE OUT OF PLANE LOADING. THE CALCULATIONS SHOULD INCLUDE THE REQUIRED CONNECTIONS TO THE PRIMARY STRUCTURAL ELEMENTS. ANY RECOMMENDATIONS SHOULD BE DETAILED ON THE PLANS AND CROSS REFERENCED TO THE SECTIONS/FRAMING PLANS. 1) PLEASE PROVIDE THE CALCULATIONS FOR THE CONNECTIONS OF THE TILT WALLS TO THE METAL BUILDING. ANY RECOMMENDATIONS SHOULD BE DETAILED ON THE PLANS AND CROSS REFERENCED TO THE SECTIONS/FRAMING PLANS. 2) THE REFERENCED DETAIL 9/S-6 SEEMS TO SHOW A REVEAL OF 1/z BUT SEEMS NOT CONSIDERED IN THE ANALYSIS. 3) THE CALCULATIONS SHOULD COMPLY TO 2001 CBC. IT SEEMS THE WALL WAS DESIGNED FOR 2007 CBC.THE ITEM I WAS NOT RESPONDED TO. AGAIN. PLEASE PROVIDE THE REQUESTED CALCULATIONS FOR THE CONNECTION OF THE TILT UP WALL TO THE METAL BUILDING FRAMES. THE VP PLANS SHOW THE DETAIL 28/72 BUT NEEDED THE RECOMMENDATION FROM THE ENGINEER OF WORK OF THE TILT UP WALL. . ADDITIONAL 44. IN VIEW OF THE ABOVE A COMPLETE PLAN CHECK WILL BE MADE. a) THIS PLAN CHECK MAY HAVE BEEN EXPIRED. PLEASE COMMUNICATE WITH THE CITY PERTAINING TO THIS COMMENT. MAY NEED TO COMPLY WITH THE 2007 CBCL THIS IS TO BE APPROVED BY THE CITY STAFFS. C) PLEASE IDENTIFY ON THE VP WALL ELEVATIONS WHERE THE TOP OF THE T.U. WALLS ARE BEING SUPPORTED TO VERIFY THE INTEGRITY OF THE SAME SUPPORT SYSTEM.THE SUPPORT LOCATION FOR THE PANEL 7 SHOWN ON 1/S-3 MAY NOT BE COMPATIBLE WITH THE ONE SHOWN ON F114. PLEASE SEE LINE G12 ALSO AGAINST 21S3 (PANEL 8). MAY NEED CALCULATIONS FOR THE 22' HIGH PANELS. PLEASE SEE THE OTHER LOCATIONS ALSO. 45. PLEASE SEE THE ATTACHED PME CORRECTION LISTS. Carlsbad PC07-36 June 19, 2008 PLUMBING AND MECHANICAL CORRECTIONS JURISDICTION:. Carlsbad DATE: 6/17/08 PLAN REVIEW NUMBER: PC07-36 SET: III PLAN REVIEWER: Glen Adamek AS PER THE RESPONSE: "EXTENSION GRANTED PER MIKE PETERSEN AT THE CITY OF CARLSBAD." THE BUILDING DEPARTMENT TO REVIEW. THIS PLANCHECK IS OVER A YEAR OLD. CHECK WITH THE CITY TO SEE IF THIS PLANCHECK HAS EXPIRED. NOTE: AS OF JANUARY 1, 2008 ALL THE CODES HAVE CHANGED AND A COMPLETE NEW PLAN CHECK TO THE NEW CODES WOULD BE REQUIRED IS THE PLANCHECK HAS EXPIRED. PLEASE PROVIDE COMPLETE CORRECT PRIVATE SITE SEWER CONSTRUCTION DRAWINGS TO COMPLY WITH THE PLUMBING CODE. NOTES ON THE "SITE UTILITIES DRAWINGS" BY JAVAD TANBAKUCHI STATES: "ALL UTILITIES ARE PRIVATE AND ILLUSTRATED FOR INFORMATION ONLY". PLEASE PROVIDE THREE SETS OF SIGNED AND SEALED CONSTRUCTION DRAWINGS FOR THE PRIVATE ON-SITE WATER AND PRIVATE ON-SITE SEWER LINES, SO THE BUILDING DEPARTMENT CAN ISSUE THE PLUMBING PERMITS FOR THE PRIVATE WATER AND PRIVATE SEWER SYSTEMS. 67. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. PLUMBING (2000 UNIFORM PLUMBING CODE) THE SANITARY SEWER REPORT, MAGELLAN AVIATION, HANGARS A. B, C. D. E, & I CARLSBAD, CA DATED JULY 18, 2007 BY JAVAD TANBAKUCHI, DOES NOT COMPLY WITH THE 2000 UNIFORM PLUMBING CODE, PLEASE PROVIDE CORRECT PRIVATE SITE SEWER CONSTRUCTION DRAWINGS TO COMPLY WITH THE PLUMBING CODE. AS PER UBC. SECTION 311.2.3.1 THE S-5 HANGER FLOOR MUST DRAIN TO FLOOR DRAINS TO THE SEWER THROUGH OIL SEPARATOR. THE REQUIREDFLOOR DRAINS ARE NO LONGER SHOWN ON THE PLANS. PLEASE CORRECT TO SHOW THE FLOOR DRAINS AND TRAP PRIMERS. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad PC07-36 June 19, 2008 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, ue., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No 7 The jurisdiction has contracted with Esgil Corporation located at 9320 ' Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. 1' EsGil Corporation In Partners/lip with Government for (Bui(iing Safety DATE: May 13,,2008 JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 I SET: III PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Hangars for Magellan Aviation North O ARRUCANT JURIS. LI PLAN REVIEWER O FILE El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Howard Anderson 2194 Carmel Valley Road, Del Mar, CA 92014 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Howard Telephone #: (858) 755-5009 X 101 Date contacted: 3I1.-i(10(by:'---- Fax #-.1236 Mailv Telephone Fax.,- In Person U REMARKS By: Bert Domingo Enclosures: Esgil Corporation GA MB [I] EJ El Pc 5/02/08 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC07-36 May 13,,2008 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 PROJECT ADDRESS: Magellan Aviation SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 5/02/08 May 13,,2008 REVIEWED BY: Bert Domingo FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. - The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit new complete sets of prints to: - To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding. • corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes UNo • - Carlsbad PC07-36 May 13,,2008 . GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation,' 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. - . PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and ProfessiQns Code. THIS WILL BE CHECKED WHEN ALL THE ITEMS BELOW ARE MET. SITE PLAN Clearly designate any side yards used to justify increases in allowable area based on Section 505. FOR CLARITY, PLEASE SHOW THE REQUESTED INFORMATION ON THE SITE PLAN. Show dimensioned parking layout, including any required disabled access spaces. THERE SHOULD BE A HANDICAPPED RAMP FOR THE SPACES SHOWN IN FRONT OF THE HANGAR B. PLEASE SHOW SUCH REQUIRED RAMP ON THE SITE PLAN.WHERE WOULD BE THE RAMP FOR THE MOST EASTERLY AISLE? PLEASE CLARIFY. . FOUNDATION F' 24. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 THIS SHOULD BE • ADDRESSED BY THE SOILS ENGINEER. .4 - Carlsbad PC07-36 May 13,,2008 STRUCTURAL PLEASE SUBMIT CALCULATIONS AND DETAILS FOR THE STOREFRONTS. NO RESPONSE. PLEASE SUBMIT CALCULATIONS FOR THE FOUNDATIONS. THE FOUNDATIONS B5 & B6 COULD BE THE SAME SIZE AS THE N5 AND N6 RESPECTIVELY DUE TO THE REVERSAL EFFECT OF THE LATERAL LOAD? PLEASE CLARIFY. THE PLANS SEEM TO INDICATE THAT THERE WOULD BE TILT UP WALLS FOR THE BUILDINGS BUT DID NOT SHOW ANY DETAILS OF SUCH WALLS HOW IT WOULD BE ATTACHED TO THE STRUCTURAL MAKE UP OF THE BUILDING. THIS MAY AFFECT THE METAL BUILDING LOADING. PLEASE SEE ITEM 31 BELOW. PLEASE SUBMIT CALCULATIONS FOR SUCH TILT UP WALLS TO VERIFY STABILITY OF THE SAME ESPECIALLY FROM THE OUT OF PLANE LOADING. THE CALCULATIONS SHOULD INCLUDE THE REQUIRED CONNECTIONS TO THE PRIMARY STRUCTURAL ELEMENTS. ANY RECOMMENDATIONS SHOULD BE DETAILED ON THE PLANS AND CROSS REFERENCED TO THE SECTIONS/FRAMING PLANS.1) PLEASE PROVIDE THE CALCULATIONS FOR THE CONNECTIONS OF THE TILT WALLS TO THE METAL BUILDING. ANY RECOMMENDATIONS SHOULD BE DETAILED ON THE PLANS AND CROSS REFERENCED TO THE SECTIONS/FRAMING PLANS. 2) THE REFERENCED DETAIL 91S-6 SEEMS TO SHOW A REVEAL OF '/2" BUT SEEMS NOT CONSIDERED IN THE ANALYSIS. 3) THE CALCULATIONS SHOULD COMPLY TO 2001 CBC. IT SEEMS THE WALL WAS DESIGNED FOR 2007 CBC. . ADDITIONAL 44. IN VIEW OF THE ABOVE A COMPLETE PLAN CHECK WILL BE MADE. a) THIS PLAN CHECK MAY HAVE BEEN EXPIRED. PLEASE COMMUNICATE WITH THE CITY PERTAINING TO THIS COMMENT. MAY NEED TO COMPLY WITH THE 2007 CBC. b IT SEEMS THAT THE HORIZONTAL CROSS BRACINGS OF THE ROOF SYSTEMS WERE NOT DEFINED (SIZE AND SPECIFICATIONS). c) PLEASE IDENTIFY ON THE VP WALL ELEVATIONS WHERE THE TOP OF THE T.U. WALLS ARE BEING SUPPORTED TO VERIFY THE INTEGRITY OF THE SAME SUPPORT SYSTEM. Carlsbad PC07-36 May 13,,2008 SHEET 22 OF THE A& B HANGER REFERENCED 53/22/72 DETAIL BUT SEEMS NOT SHOWN. THE SAME SHEET 22 SEEMS TO SHOW THE HEIGHT OF THE T.U. WALLS IS MORE THAN 14' REFLECTED ON THE AREA TO THE RIGHT OF LINE 17 BUT DIFFERENT THAN WHAT IS SHOWN ON SHEET 21S3. PLEASE SEE 1/S3 ALSO AND THE OTHERS. 45. PLEASE SEE THE ATTACHED PME CORRECTION LISTS. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page. etc. Please indicate here if any changes have, been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate:. Li Yes LI No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number.of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. I Carlsbad PC07-36 May 13,,2008 PLUMBING AND MECHANICAL CORRECTIONS JURISDICTION: Carlsbad DATE: 5/13/08 PLAN REVIEW NUMBER: PC07-36 SET: III PLAN REVIEWER: Glen Adamek THIS PLANCHECK IS OVER A YEAR OLD. CHECK WITH THE CITY TO SEE IF THIS PLANCHECK HAS EXPIRED. NOTE: AS OF JANUARY 1, 2008 ALL THE CODES HAVE CHANGED AND A COMPLETE NEW PLAN CHECK TO THE NEW CODES WOULD BE REQUIRED IS THE PLANCHECK HAS EXPIRED. NOTES ON THE "SITE UTILITIES DRAWINGS" BY JAVAD TANBAKUCHI STATES: "ALL UTILITIES ARE PRIVATE AND ILLUSTRATED FOR INFORMATION ONLY". PLEASE PROVIDE THREE SETS OF SIGNED AND SEALED CONSTRUCTION DRAWINGS FOR THE PRIVATE ON-SITE WATER AND PRIVATE ON-SITE SEWER LINES, SO THE BUILDING DEPARTMENT CAN ISSUE THE PLUMBING PERMITS FOR THE PRIVATE WATER AND PRIVATE SEWER SYSTEMS. C) PLEASE PROVIDE THE CONSTRUCTION DRAWINGS. REMOVE THE NOTES ON THE DRAWINGS BY VP BUILDINGS, INC.: "FOR APPROVAL- NOT FOR CONSTRUCTION". 67. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 11 Carlsbad PC07-36 May 13,,2008 PLUMBING (2000 UNIFORM PLUMBING CODE) NOTES ON THE "SITE UTILITIES DRAWINGS" BY JAVAD TANBAKUCHI STATES: "ALL UTILITIES ARE PRIVATE AND ILLUSTRATED FOR • INFORMATION ONLY". PLEASE PROVIDE THREE SETS OF SIGNED, SEALED AND CORRECTED CONSTRUCTION DRAWINGS FOR THE PRIVATE ON-SITE WATER AND PRIVATE ON-SITE SEWER LINES. As per UPC Sections 708.0 and 718.1 the minimum allowed slope on 6 inch building drain lines and building sewer lines is 1% or 1/8 inch per 12 inches. Please correct. NOTES ON THE "SITE UTILITIES DRAWINGS" BY JAVAD TANBAKUCHI STATES: "ALL UTILITIES ARE PRIVATE AND ILLUSTRATED FOR INFORMATION ONLY". PLEASE PROVIDE THREE SETS OF SIGNED, SEALED AND CORRECTED CONSTRUCTION DRAWINGS FOR THE PRIVATE ON-SITE WATER AND PRIVATE ON-SITE SEWER LINES. No automatic.trap primers found on the civil drawings for the trench drains at the hanger doors? Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). - Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans: I EsGil Corporation In Partners/lip with Government for cBuitiing Safety DATE: December 4, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 SET:!! PROJECT ADDRESS: Magellan Aviation AP4ICNT U PLAN REVIEWER U FILE PROJECT NAME: Hangars for Magellan Aviation North The 'plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information The plans are being held at Esgil Corpoation until corrected plans are submitted for recheck * The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Howard Anderson 2194 Carmel Valley Road, Del Mar, CA 92014 El Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Howard Telephone #: (858) 755-5009 X 101 /2-157 Date contacted': / o1 (b 4M) Fax #:1236 Mail 'TeIephone Fax In Person. U REMARKS: MOST OF THE ITEMS OF THE CORRECTION LISTS WERE NOT RESPONDED TO. By: Bert Domingo Enclosures: Esgil Corporation GA • MB fl EJ [1 pc 11/26/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC07-36 December 4, 2007 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 PROJECT ADDRESS: Magellan Aviation SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 11/26/07 December 4, 2007 REVIEWED BY: Bert Domingo FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. . The following items listed need clarification, 'modification or change; All items must be satified before the plans will be in conformance with..th'êéited codes and regulations.,- Per Sec. 1064.3, 1997 Uniform Building Code, the approval of:thepIans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit new complete sets of prints to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes I DNo Carlsbad PC07-36 S December 4, 2007 . GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted - in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS date of license expiration and the date the blans are signed. Business and Professions Code. S : - Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. NO RESPONSE AND NONE. SEEMS TO HAVE BEEN SHOWN ON THE PLANS. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form.. NO RESPONSE AND NONE SEEMS TO HAVE BEEN SUBMITTED WITH THE PLANS. 11 Carlsbad PC07-36 December 4, 2007 . SITE PLAN Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. FIRE PROTECTION REQUIREMENTS WILL BE CHECKED. THE HANGER D IS NOT ALLOWED TO HAVE AN OPENING LESS THAN 5' FROM THE PROPERTY LINE AND PROTECTED LESS THAN 20' FROM THE PROPERTY LINE. Clearly designate any side yards used to justify increases in allowable area based on Section 505. FOR CLARITY, PLEASE SHOW THE REQUESTED INFORMATION ON THE SITE PLAN. Show dimensioned parking layout, including any required disabled access spaces. THERE SHOULD BE A HANDICAPPED RAMP FOR THE SPACES SHOWN IN FRONT OF THE HANGAR B. PLEASE SHOW SUCH REQUIRED RAMP ON THE SITE PLAN. FOUNDATION IT SEEMS ALL THE ITEMS BELOW WERE NOT RESPONDED TO. THEREFORE THE ITEMS ARE STILL IN EFFECT. 21 Provide a copy of the project soil report prepared by a California licensed architect or. civil engineer. The report silhlaill iñcludé foundation design .. recommendations based on the engineOè findiñgs and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Carlsbad PC07-36 December 4, 2007 STRUCTURAL PLEASE SUBMIT CALCULATIONS FOR THE STAIRS AND STUDS. PLEASE SUBMIT CALCULATIONS AND DETAILS FOR THE STOREFRONTS. PLEASE SUBMIT CALCULATIONS FOR THE FOUNDATIONS. THE PLANS SEEM TO INDICATE THAT THERE WOULD BE TILT UP WALLS FOR THE BUILDINGS BUT DID NOT SHOW ANY DETAILS OF SUCH WALLS HOW IT WOULD BE ATTACHED TO THE STRUCTURAL MAKE UP OF THE BUILDING. THIS MAY AFFECT THE METAL BUILDING LOADING. PLEASE SUBMIT CALCULATIONS FOR SUCH TILT UP WALLS TO VERIFY STABILITY OF THE SAME ESPECIALLY FROM THE OUT OF PLANE LOADING. THE CALCULATIONS SHOULD INCLUDE THE REQUIRED CONNECTIONS TO THE PRIMARY STRUCTURAL ELEMENTS. ANY RECOMMENDATIONS SHOULD BE DETAILED ON THE PLANS AND CROSS REFERENCED TO THE SECTIONS/FRAMING PLANS. PLEASE SHOW ON THE FOUNDATION PLANS THE LOCATIONS OF THE TILT UP WALLS. ' - - '- 33 THE DIMENSION WIDTH OF THE FBO REFLECTED ON THE ANCHOR ROD •.-' '- ' PLAN SEEMS DIFFERENT THAN WHAT IS SHOWN ON 1/A2.1 AND THE'•. FOUNDATION PLAN 5-2. THE ANCHOR ROD PLAN SHOWS UP TO D36 BUT THE PAGE 4, DETAILS, OF THE VP PLANS SHOWS ONLY UP TO D15. PLEASE CLARIFY. PLEASE COMPLETE THE DRAWING INDEX OF THE VP PLANS. THERE IS A SET OF VP PLANS DEFINING A-B-FBO AND A SET OF PLANS FOR BLDGS. A& B. PLEASE CLARIFY. PAGE 16 OF THE VP CALCULATIONS FOR THE A-B-FBO SHOWS A DIAGRAM AND SEEMS DEFINING HANGARS A BUT SEEMS DIFFERENT THAN WHAT IS SHOWN ON THE FOUNDATION PLAN AND SHEET A2.0. Carlsbad PC07-36 December 4, 2007 PLEASE SHOW CONNECTION DETAIL OF THE FRAME SYSTEM OF THE FBO WITH THE B. PLEASE CROSS REFERENCE THE SAME DETAIL TO THE SECTIONS. IT SEEMS THAT THERE WOULD BE COLUMNS FOR HANGER B AND COLUMNS FOR HANGER A ALONG LINE 6AT EACH GRIDLINE RESPECTIVELY. PLEASE SHOW ON THE FOUNDATION PLAN AND DESIGN THE FOUNDATION ACCORDINGLY. . ADDITIONAL 42. IT SEEMS THAT THE HANGAR D IS ADJACENT TO EXISTING MAINTENANCE HANGAR. PLEASE SHOW A SECTION THRU THE COMMON WALL AND MAY INDICATE DIMENSION AS TO THE SEPARATION OF THE TWO BUILDINGS. ANY OCCUPANCY SEPARATION? THE RESPONSE WAS NO WELDING. PLEASE CLARIFY 44. IN VIEW OF THE ABOVE A COMPLETE PLAN CHECK WILL- BE MADE. 45 PLEASE SEE THE ATTACHED ELECTRICAL, ENERGY AND PME CORRECTION LISTS S To speed up the review process, note on this list for a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page. etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. Carlsbad PC07-36 December 4, 2007 ELECTRICAL PLAN REVIEW 2002 NEC JURISDICTION: Carlsbad DATE: 11/30/07 PLAN REVIEW NUMBER: PC07-36 PLAN REVIEWER: Morteza Beheshti The electrical plans are ok. . ENERGY CONSERVATION Please provide building envelope and mechanical energy conservation compliance forms. .3. . The corrected, 'completed and signed PERF-1, ENV-1-C or MECH-i-C forms must be imprinted on the plans.,*',,-. ,, •. ,. S , . Include all "Parts" of energy forms ENV-1-C, MECH-1-C, and LTG I C onto the plans. The envelope designer, mechanical engineer and the author (nust sign the imprinted PERF-1 and ENV-1C forms Note: If you have any questions regarding this Electrical or Energy plan review list please, contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or' a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS JURISDICTION: Carlsbad . DATE: 11/30/07 PLAN REVIEW NUMBER: PC07-36 SET: II PLAN REVIEWER: Glen Adamek 67. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. Carlsbad PC07-36 December 4, 2007 . PLUMBING (2000 UNIFORM PLUMBING CODE) As per UPC Sections 708.0 and 718.1 the minimum allowed slope on 6 inch building drain lines and building sewer lines is 1% or 1/8 inch per 12 inches. Please correct the Civil drawing show less than 1% slopes. No automatic trap primers found on the civil drawings for the trench drains at the hanger doors? Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). 78. No response provided? The City of Carlsbad requires: Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through awa11, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note • • on this list (or a copy) where the corrected items have been addressed on the plans. .•: ,• t•.••- EsGil Corporation In (Partnership with Government for Buirding safety DATE: May 22, 2007 .. U APPLICANT -0 JURM JURISDICTION: Carlsbad VIEWER U FILE PLAN CHECK NO.: PC07-36 SET: I PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Hangars for Magellan Aviation North The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. III The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant. contact person. The applicant's copy of the check list has been sent to: Howard Anderson (-J.j( 2194 Carmel Valley Road, Del Mar, CA 92014 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Howard Telephone #: (858) 755-5009 X 101 Date contacted/2t(J7 (by,-/M) Fax #:1236 Mail Telephone V' Fax /in Person .. . LI REMARKS: - By: Bert Domingo Enclosures: Esgil Corporation U GA • MB LI EJ LI pc 5/10/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 •. Fax (858) 560-1576 Carlsbad PC07-36 May 22, 2007 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: PC07-36 OCCUPANCY: S5/B II TYPE OF CONSTRUCTION: V N ALLOWABLE FLOOR AREA: SPRINKLERS?: YES j REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: May 22, 2007 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Hangars/Office ACTUAL AREA: STORIES: ONE/TWO HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/10/07 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2001 CBC, which adopts the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. 'I- Carlsbad PC07-36 May 22, 2007 . GENERAL Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave.*, Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation.. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 4 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. . SITE PLAN Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. FIRE PROTECTION REQUIREMENTS WILL BE CHECKED. Clearly designate any side yards used to justify increases in allowable area based on Section 505. Show dimensioned parking layout, including any required disabled access spaces. . . Carlsbad PC07-36 May 22, 2007 . STAIRWAYS (PLEASE SHOW DETAILS) 8. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 1003.3.3.2. 9. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 1003.3.3.2. 10. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1003.3.3.3. See the exception for private stairways serving less than 10 occupants. 11. A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans. Section 1003.3.3.4. Note that this is from a plane tangent to the stairway tread nosing. 12. Handrails (Section 1003.3.3.6): PLEASE SHOW DETAILS. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Except for private stairways, at least one rail shall extend 12" beyond top and bottom risers. Ends of handrails shall be returned or shall have rounded terminations or bends. . EXIT SIGNS 13. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. 14. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. Exit signs shall be readily visible from any direction of approach. 15. Show two sources of power for the lamps at exit signs. Section 1003.2.8.5. 16. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. 17. Show separate sources of power for exit illumination. (Occupant load exceeds 99). Section 1003.2.9.2. Carlsbad PC07-36 May 22, 2007 GLASS AND GLAZING 18. Specify on the window schedule the glass type and thickness to show compliance with Table 24-A and Graph 24-1. 19. Glazing in the following locations should be of safety glazing material in. accordance with Section 2406.4 (see exceptions): Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. . MISCELLANEOUS LIFE/SAFETY 20. Guardrails (Section 509.1): Shall have a height of 42". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. PLEASE SUBMIT CALCULATIONS. . Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair, shall be less than 6". . FOUNDATION 21. Provide a copy of the project soil report prepared by a California licensed . architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 1 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. . Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Carlsbad PC07-36 May 22, 2007 25. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been - determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report). 26. . Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. STRUCTURAL 27. PLEASE SUBMIT CALCULATIONS FOR THE STAIRS AND STUDS. 28.. PLEASE SUBMIT CALCULATIONS AND DETAILS FOR THE STOREFRONTS. PLEASE SUBMIT CALCULATIONS FOR THE FOUNDATIONS. THE PLANS SEEM TO INDICATE THAT THERE WOULD BE TILT UP WALLS FOR THE BUILDINGS BUT DID NOT SHOW ANY DETAILS OF SUCH WALLS HOW IT WOULD BE ATTACHED TO THE STRUCTURAL MAKE UP OF THE BUILDING. THIS MAY AFFECT THE METAL BUILDING LOADING. PLEASE SUBMIT CALCULATIONS FOR SUCH TILT UP WALLS TO VERIFY STABILITY OF THE SAME ESPECIALLY FROM THE OUT OF PLANE LOADING. THE CALCULATIONS SHOULD INCLUDE THE REQUIRED CONNECTIONS TO THE PRIMARY STRUCTURAL ELEMENTS. ANY RECOMMENDATIONS SHOULD BE DETAILED ON THE PLANS AND CROSS REFERENCED TO THE SECTIONS/FRAMING PLANS. PLEASE SHOW ON THE FOUNDATION PLANS THE LOCATIONS OF THE TILT UP WALLS. THE DIMENSION WIDTH OF THE FBO REFLECTED ON THE ANCHOR ROD PLAN SEEMS DIFFERENT THAN. WHAT IS SHOWN ON 1/A2.1 AND THE FOUNDATION PLAN S-2. THE ANCHOR ROD PLAN SHOWS UP TO D36 BUT THE PAGE 4, DETAILS, OF THE VP PLANS SHOWS ONLY UP TO D15. PLEASE CLARIFY. PLEASE COMPLETE THE DRAWING INDEX OF THE VP PLANS. THERE IS A SET OF VP PLANS DEFINING A-B-FBO AND A SET OF PLANS FOR BLDGS. A& B. PLEASE CLARIFY. Carlsbad PCO7-36 May 22,2007 37. PAGE 16 OF THE VP CALCULATIONS FOR THE A-B-FBO SHOWS A DIAGRAM AND SEEMS DEFINING HANGARS A BUT SEEMS DIFFERENT THAN WHAT IS SHOWN ON THE FOUNDATION PLAN AND SHEET A2.0. - - 38. PLEASE SHOW CONNECTION DETAIL OF THE FRAME SYSTEM OF THE FBO WITH THE B. PLEASE CROSS REFERENCE THE SAME DETAIL TO THE SECTIONS. 39. IT SEEMS THAT THERE WOULD BE COLUMNS FOR HANGER B AND COLUMNS FOR HANGER A ALONG LINE 6AT EACH GRIDLINE RESPECTIVELY. PLEASE SHOW ON THE FOUNDATION PLAN AND DESIGN THE FOUNDATION ACCORDINGLY. ADDITIONAL PLEASE SHOW JUSTIFICATION OF THE UNLIMITED ALLOWABLE ON THE PLANS. PLEASE SUBMIT ANALYSIS. PLEASE INCLUDE IN THE SHEET INDEX THE SHEET A4.0. IT SEEMS THAT THE HANGAR D IS ADJACENT TO EXISTING MAINTENANCE HANGAR. PLEASE SHOW A SECTION THRU THE COMMON WALL AND MAY INDICATE DIMENSION AS TO THE SEPARATION OF THE TWO BUILDINGS. ANY OCCUPANCY SEPARATION? MAN DOORS IS REQUIRED FOR THE HANGARS A & D. IN VIEW OF THE ABOVE A COMPLETE PLAN CHECK WILL BE MADE. PLEASE SEE THE ATTACHED ELECTRICAL, ENERGY AND PME CORRECTION LISTS. Carlsbad PC07-36 May 22, 2007 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes Li No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you: 0 Carlsbad PC07-36 May 22, 2007 ELECTRICAL PLAN REVIEW 2002 NEC JURISDICTION: Carlsbad DATE: 05/16/07 PLAN REVIEW NUMBER: PC07-36 PLAN REVIEWER: Morteza Beheshti All electrical sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code Please change all references the NEC code cycle date to 2002. Show the available fault current from the serving utility co. and at the equipment where fault current exceeds 10,000 amps. Show the ampere interrupting capacity (AlC) ratings of the service and sub- service equipment. NEC 110.9 Show or note on the plans the method used to limit fault currents on branch circuits. Please specify the secondary ground electrode at the transformers. NEC 250.30 Please provide voltage drop calculations for all runs over 200'. Note on the single line diagram that all service disconnect devices shall be labeled as a "Service Disconnecting Means". NEC 230.70(b) Any pit or depression below the level of the hangar floor shall be classified as Class I, Division I or zone 1 location that shall extend up to said floor level. NEC 513.3(A) The entire area of the hangar, including and adjacent and communicating areas not suitably cut off from the hangar, shall be classified as a class I, Division 2 or. zone 2 location up to a level of a 18" above the floor. NEC 513.3(B) The area within 5' horizontally from aircraft power plants or aircraft fuel tanks shall be classified as a Class I, Division 2 or zone 2 location that shall extend upward from the floor to a level 5' above the upper surface of wings and of engine enclosures. NEC 513.3(C) Carlsbad PC07-36 May 22, 2007 All wiring and equipment that is or may be installed or operated within any of the classified locations defined in 513.3 shall comply with the applicable provisions of Article 501 or Article 505 for the division or zone in which they are used. Attachment plugs and receptacles in Class I locations shall be identified for Class I locations or shall be designed so that they cannot be energized while the connections are being made or broken. NEC 513.4(A) Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the UBC. UBC 1003.2.8.5 and NEC 700.16. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBC 1003.2.9.2 & NEC 700.16. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and" The overcurrent devices shall be AIC rated per manufacturers, labeling of the electrical equipment". . ENERGY CONSERVATION Please provide building envelope and mechanical energy conservation compliance forms. The corrected, completed and signed PERF-1, ENV-1-C or MECH-1-C forms must be imprinted on the plans. Include all "Parts" of energy forms ENV-1-C, MECH-1-C, and LTG-1-C onto the plans. The envelope designer, mechanical engineer and the author must sign the imprinted PERF-1 and ENV-1-C forms Specify the following mandatory measures and provide the electrical design for the exterior lighting: All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor. (mercury vapor & large incandescent do not comply) Cut-off shielding for outdoor luminaries rated greater than 175 wafts. The method of providing automatic shut-off controls (and) The method of providing multilevel switching. 'Carlsbad PC07-36 May 22, 2007 66. Include completed exterior site lighting energy calculation forms to demonstrate compliance with the outdoor lighting illumination levels for general site illumination and for specific lighting application locations. Note:. If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 67. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 68. In the S-5 hangers, floors shall drain to an approved oil separator of trap discharging to sewers in accordance with the Plumbing code. UBC Section 311.2.3.1 69. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. . . Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). Clearly show the amounts of each type of hazardous material to be stored and in use. Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (2000 UNIFORM PLUMBING CODE) 70. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 71. Please show the upstream sewer manhole rim elevation. As per UPC, Section 710. 1, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations. Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve. S Carlsbad PC07-36 May 22, 2007 Correct the assumed fixture units and water demands on sheet P1.1 to show all Public Use Fixtures. Not private use fixtures. The water line sizing calculations on sheet P1.1 will be reviewed when the sizes and locations of the public water meters and the sizes and routes of the private water lines from the water meters to the buildings are shown. Provide notes or details noting the backflow protection of water connection to fire protection systems will be provided as per UPC, Section 603.4.18 Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). The single 2 inch vent through the roof for each building drain is undersized when serving a water closet as per UPC, Section 904.1. The City of Carlsbad requires: Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall-terminate 12" minimum above the roof drain. Policy 84-35. MECHANICAL (2000 UNIFORM MECHANICAL CODE) In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC Section 1202.2.2. Provide mechanical ventilation in hangers capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC Section 1202.2.1 Exhaust ducts shall terminate outside the building as per UMC Sections 504.5 (Environmental) & 506.9 (Product-conveying). Carlsbad PC07-36 May 22, 2007 82. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Detail the required make-up air as per UMC, Section 505.3. Detail the exhaust outlet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). . c) Clearly show the exhaust duct material and gage used for each duct size. See UMC Tables 6-7 and 6-8. Detail duct support as per UMC Sections 506.5 & 610.5. Detail protection from physical damage as per UMC Sections 506.8 & 610.8. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. t Carlsbad PC07-36 May 22, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 PREPARED BY: Bert Domingo DATE: May 22, 2007 BUILDING ADDRESS: Magellan Aviation BLDG 1 BUILDING OCCUPANCY: S5/B TYPE OF CONSTRUCTION: V N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier. Reg. Mod. VALUE ($) Hangar 55967 31.04 1,737,216 Office 11855 60.31 714,975 Air Conditioning Fire Sprinklers 67822 2.88 195,327 TOTAL VALUE S 2,647,518 Jurisdiction Code Icb IBy Ordinance I $6, Bldg. Permit Fee by Ordinance I 397.29 I Plan Check Fee by Ordinance JIE1 I $4,158.241 Type of Review: LJ Complete Review Ej Structural Only El Other L.J Repetitive Fee . Repeats Hourly I I Hour* Esgil Plan Review Fee $3,582.481 Comments: S Sheet lof2 macvalue.doc - Carlsbad PC07-36 My 22, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: .PCO7-36 PREPARED BY: Bert Domingo DATE: May 22, 2007 BUILDING ADDRESS Magellan Aviation BLDG 2 BUILDING OCCUPANCY: S5/B TYPE OF CONSTRUCTION: V N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Hangar 6716 31.04 208,465 Office 2820 60.31 170,074 Air Conditioning Fire Sprinklers 9536 2.88 27,464 TOTAL VALUE 406,003 Jurisdiction Code Icb IBY Ordinance I ___________ Bldg. Permit Fee by Ordinance i--i I $1,492.12 Plan Check Fee by Ordinance ii I $969.881 Type of Review: El Complete Review D Structural Only El Other L.J Repetitive Fee [1 Repeats Hourly I I Hour* Esgil Plan Review Fee I $835.59 Comments: S Sheet 2of2 - macvalue.doc ('i t r APOW4k - - I BUILDING PLANCHECK CHECKLIST bad DATE: 7 PLANCHECK NO.: CB9? - BUILDING DDRESS: Zro4 t'aI'kv) £2cyP PROJECT DESCRIPTION: DESCRIPTION: ASSESSORS PARCEL NUMBER: 7?o2 z-I-. '77 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after•. this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. LI A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please se'1Te attached report of deficiencies marked th 0 Make necessary corrections to plans or sped ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to thi for review. Only the sent. Date: 3 73/7 Date: /o Date: 'K7 ~AU- 7T FOR OFFICIAL USE ONLY By TO ISSUE BUILDING'PERMIY- 'Dae:2 ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON LI Name: I(ATI.lI FFPJ M FARM Dedication Application LI Dedication Checklist LI lmprovementApplication LI Improvement Cheôklist LI Neighborhood Improvement, Agreement LI Grading Permit Application LI Grading Submittal Checklist LI Right-of-Way Permit Application F] Right-of-Way Permit Submittal Checklist and Information Sheet City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (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. A-4 FARMERSF cfG.erIsbad, CA 92008-731 4 • (760) 602-2720 • FAX (760) 60S62 BUILDING PLANCHECK CHECKLIST TE PLAN RD All Aa/ 2NQ /2 n~d jqf741/dQ C, 1. Provide a fully dimensioned site plan drawn to scale. Show: TE t ,e4c North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines (show all dimensions) I. Existing or proposed water service 'Easements J. Existing or proposed irrigation service El 2; Show on site plan: 2 g"-, A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining Street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum poèitive 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. LI LI LI 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and . tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer, permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 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. F:\FarnrorXathyMASTERS\BoiIding Plancheck Cklst Form (Generic).doc 2 ' Rev. 7114/00- BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE II1 Eli fl Project does not comply with the following Engineering Conditions of approval for ProjectNo.___________________________________________________________ D D All conditions are in compliance. Date: DEDICATION REQUIREMENTS E/1' LII till 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm /1) I drain or utility easements on the building site is required for all new buildings and for remodels with, a value at or exceeding . $_17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: '. Dedication required.' Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed • ' by owner(s) prior to issuance of Building Permit. Attached please find an . application form and submittal checklist for the dedication process. Submit the • completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: ' Date: IMPROVEMENT REQUIREMENTS AA D 0 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: • • Attched please find an application form and submittal checklist for the public improvement requirements. A registered' Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through ,a separate plan 'check process. The completed application form and the requirements on the Ft%FonneKATh''.MASTERSlBu0dIng Plancheck Cklsl Form (Generlc),doc ' 3 Rev, 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST , 2ND 3RD S D 0 checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Constructibn 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 $_410.00 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: F. E 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement 'signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: LII ' 6d. No Public Improvements required. SPECIAL NOTE: ' Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS ' The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. ' 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards-(cut, fill import, export and remedial). This information must be included on the plans. E ' 7b. GradingPermit required. A separate grading plan prepared by a registered Civil' Engineer must be submitted together with the completed application 'form attached. NOTE: - The Grading Permit must be issued and rough grading 4 69 7/cf' ' approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: ' Date: , Lii 7c. Graded Pad Certification required. (Note: Pad certification may be required even- if a grading permit is not required) F:\FARMER\XATH'flMASTERS\B th Planch ck Cklsl Form (Generic),doc ' 4 .- Rev, 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD - U U U 7d No Grading Permit required 0 0 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS U U U 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: - U U 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: - Date: NPDES PERMIT 0 0 0 10a. Storm Water Requirements Applicability Checklist Completed. - 0 U U lOb. Priority Determination and compliance: 0 Priority Project ' 0 Subject to Standard Permanent Storm Water BMP's 0 Exempt ED U lj~.eq f uiredfees are attached required WATER METER REVIEW 0 U U 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. F:Wam1ei(Afl4VMASTERS\8uilding Plantheck CkIst Form (Generic) .doc 5 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST ST 2N0 3RD . If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter sizefor the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated .. . demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). LIII LII 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". The irrigation service should look like: O STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or -grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for. estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a.good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve 'Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:FarerKottiy\MASTERSBuilding Plancheck Ckol Porn, (Genenc).doc 6 • • Ron. 7114100 BUILDING PLANCHECK CHECKLIST , I 1ST 2ND 3RD service boundary, the City intends on switching these irrigation - - services/meters to a new recycled water line in the future. O 0 0 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, and5 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 S • they must deal with the SDCWA for this. • 0 0 • 13. Additional Comments: • • 5, 4 /2kL&1% (s) .• ' S F;\ForneXaIhy\MASTERS\B4iIding Plancheck Ckiat Fore, (Gene,ic).doc • • 7 UNITS. CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION .3 . . . ... ••3 WordDocsIMIsformsIFee Calculation Worksheet ENGINEERING DEPARTMENT FEE,,CALCULATIOIM WORKSHEET 0 Estimate based on unconfirmed inform tidn from appliáant. .0 Calculation based on building planc e plan submitV Address:c2 0_ _ éIdg. e'rMit No. & Prepared by: z7' Date: t ' c Checked by: Date: EDU CALCUATIQlS: List types and square footages for all uses. Types of Usec__ Sq Ft./Units: EDU's':", 7,7 Types of Use: Sq. Ft./Units: EDUs: ADT CALCULATIONS: List types and square footages for all uses. Types of Usel,141AIWA<eOW Sq Ft /Units ADT Types of Use: . Sq. Ft./Units: ADT's: : FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced T r a f f i c I m p a c t F e e ) . 0 N O 0,1 PARK-IN-LIEU FEE PARK AREA &# * FEE/UNIT: X NO. UNITS . / ,•s ,P• 2. TRAFFIC IMPACT FEE . . ADT's/UNITS: X . 3 BRIDGE AND THOROUGHFARE FEE (01ST #1 01ST #2 01ST #3 ADT s/UNITS X FEE/ADT 4 FACILITIES MANAGEMENT FEE ZONE UNIT/SQ FT X F E/S IT 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: 0 6. SEWER LATERAL ($2,500) '0 7: DRAINAGE FEES PLDA________ ACRES: 0 8. POTABLE WATER FEES FEE/EDU/?f' Io=$________ X FEE/EDUL Z' 3 =! HIGH /LOW______ X FEE/AC . : /6.31 12, '?'' e1~ 9 L1Tc, CITY OF CARLSBAD - 1 Date '-nstructioi Manager Date J..LEAS7ECRPIIS/FAR1SITEM GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: ,_- DATE: PROJECT ID 'Z I -. -GRADING PERMIT NO.... LOTS REQUESTED FOR RELEASE: A -, N/A = NOT APPLICABLE 4 = COMPLETE 0 = InGOMDIete or unacceptable - 1st 2nd. (5•t)' Pa Ci? o7 / 1-14 i. 7 V-11 1. Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 81/2" x 11" site plan (attachment) showing requested lots submitted. S. Compaction report from soils engineer submitted; (If soils report has been submitted witha 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 (a) is graded to within a tenth (.1) of the approved grading plan. L 1A 8. Geologic engineer's letter If unusual geologic or subsurface conditions I'.Jffr exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site Is required. Partial release of grading for the above stated lots Is approved for the purpose of building permit Issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. [J Partial release of the site is denied for the following reasons: PLANNING/ENGINEERING APPROVALS fl1/ PERMIT NUMBER FC,, -'I DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (C$101000.00) CARLSBAD COMPANY STORES POOL /SPA 0 VILLAGE FAIRE 0 RETAINING WALL COMPLETE OFFICE BUILDINO OTHER ,//mr Airpri PLANNER DATE______ ENGINEER 0 DATE_____ S STRUCTURAL CALCS.' IN REVISIONS(S) 0 61 Project: Palomar Airport Carlsbad, Ca. Magellan - Hangar "A-B" Engineer: Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 (760) 743-0592 Code: 0 2007 California Building Code Date: April 17, 2008 0o TABLE OF CONTENTS STRUCTURAL CALCULATIONS HangarA-B ...............................................................1-10 PC 011~ - ~3& SCHM1 ENGINEERING Project STRUCTURAL DESIGN By Date Sheet No. .! Of Subject Job NO. - T/LT U /'IM t e.(:-Ai 6J4LC- 7Z)2C— S /"7pZ ! fL'- LM-' L Z( rO'Ty 1&') 2S(c/JC7O ?3 SS'i .OL)..S SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date Sheet No. .94 Of Subject 1JJ- Job NO. PI /1.4 00L/1 12 0307 j O527 rn 2oo (i) (i STRUCTURAL CALCULATIONS Project: Palomar Airport Carlsbad, Ca. Magellan - Hangar "0" Engineer: Schmit Engineering 1965 Rohn Rd. • Escondido, Ca. .92025. (760) 743-0592 Code: 2007 California Building Code Date: . ApriI 17, 2008 FES J. ((LU( No. 35417 Qi— \Jf cAØ 448 HangarD ................................................................ 1-3 TABLE OF 'CONTENTS SCHMIT ENGINEERING STRUCTURAL DESIGN Project /flG WJ h By IS Date QE) Sheet No. I Of Subject Job NO. J 0 x . I . iJT:Jo.I .,. . 2-0 1/) .:. jb~ IL 7.6 J. 1. I L tj 21c- I0, - I 1•0 0k ô Cc1irO 21-rn4. ., . 2c27?ø— °m-o an- ro SCHMIT ENGINEERING Project STRUCTURAL DESIGN By . Date 708 Sheet No. Of Subject 509 CfrJQ' Job NO. S<umc SCHMT ENGINEERING STRUCTURAL DESIGN / Ccs :7—o -AJ 1-4, Project By Date _____ Sheet No. Of Subject /'J Job NO. - 7 / 4 19,P øtrs r- S.7-' 3'-3C m,J ecJ /7 .sQ 7c / 6 77-//,-- Pko P<o rc 2T*5 ta/i - qz - - / 3 -- - - yI TT ::: 7711r --'-- / 0 LfC Project: Palomar Airport Carlsbad, Ca. Magellan -Hangar "D". Engineer: Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 (760) 743-0592 Code: 2007 California Building Code Date: April 17, 2008 TABLE OF CONTENTS HangarD ...............................................................1-3 FES t('( No. 35417 )1 'r OF CALI~ i/ I/o SCHMT ENGINEERING STRUCTURAL DESIGN Project inqc &L1.J 2__ _ _ By Date Sheet No. I Of Subject FiJ M1L7' Job NO ••••••••.• iç : .'. .1.•' 3 •-,&• . 2. ': ..ao.. • .:.:,.cL Z.oik iOc)t •• •72,.. :7.. t)-Q. • k. "- 5. Ac- 131 • - ei / z•I 5. -I I I I I 25k. IL I - - - SCHMT ENGINEERING . Project STRUCTURAL DESIGN By Date /' Sheet No. Of Subject 50AJ ¼JY Job NO. _____ cCJcT 3-E' 3_)J) IAJ) s--- P0 ?c- a Ic- rxr- :7 5' m., T T, 5 U Ta 2f' rx j ite'mi. )5 (•) ()13 !.. . .. ... . )i J, U cc s 7t& -O I T-Ha V.57 F ) /& 3/Z ' ö 5/ CUL 5-v -/J , d <-/J /- -Q± 7,2u tA sT/ / 7',4 oO )(z)(24) cAtz 133 :Tn r7 3o 7Th - c - i- /o -) /o-c- m VSC' tO' ZCX7c 2-st" Th' roa'-' /._/!/ -( SCHMCT ENGINEERING Project STRUCTURAL DESIGN By Date _ Sheet No. Of Subject _FOAJ__OnJZ7____ Job NO. CC)1_S 2c,7Y,2-AJ: 1f) tL)P wsrI t 1—cQ (z) 1 o cso 7c /8' 5- .. G9cz2s "2Z c/ L4[7?- 2 ö.23.1• I- ".)r/' .. — Co. tJs c C 8 - ' d e Th'2LTST 4- a/j - 2c /8 T?f' 121 pao77.rcs 7) P CM7Z"%L 7ji 1 J7 - Co /-c 0 - f- -S 77f WV. A Uc /- STRUCTURAL CALCULATIONS Project: Palomar Airport Carlsbad, Ca. Magellan - Hangar "ALB" Engineer: Schmit Engineering 1965 Rohn Rd. . Escondido, Ca. .92025 (760) 743-0592 Code: 2007 California Building Code Date: April 17, 2008 zo TABLE OF CONTENTS VIL CC No rn Hangar A-B .................................................................1-10. . . :'®.. 60 SCHMT ENGINEERING STRUCTURAL DESIGN Project 4- A IS By Date _____ Sheet No. Of Subject fJ Job NO. SCHMIT ENGINEERING STRUCTURAL DESIGN COLU,W - 77?2irsc 0-i C-! T- 7. 1 u-ft 3 7/c IM - - Project By ZI Date _____ Sheet No. Of Subject ________________ Lb NO. It SCHMT ENGINEERING Project STRUCTURAL DESIGN 3/ By Date70 Sheet No. Of Subject Job NO. E 5 (;0/,/ çô f /< /5r:7, > '-0 1 S 71. t'i-. op QçcJ 3oi 36 )o C3)() >1'3 12'sG / a Cii y 77*20r A 2 /21O2) -i up - Th2Li3r 572J- • 57 2-"' a 0"- - )2.35 550 )0 so,qoP i SCHMT ENGINEERING Project STRUCTURAL DESIGN By Date Sheet No Of _____ Subject fPJ3 0-7 Job NO, Ck C-2 6L O—... 2I7/'- 1O'Ok 7),-.- f 7-OMs )5O () .o c (i mi4/ / - 5 4p .. 7) P L : S Ou OOL S P3 2 tz -: W' r. 7Jp c1 CQL 4 -2 t) / 12-, - . . 5•COS )S-) Thu4 2'7 J2*f?ou( - S . S S . .'o x 3 /1 5• h IJA S 'SCHMET ENGINEERING Project STRUCTURAL DESIGN 3/ - - By TS Date Sheet No Of Subject J-"I 010i-7 Job NO, Con_c-/7 fj ,L p - r -• zi . . 'U ' - SQ çot, op, 7t tP )L'/7- ,. .77~0 0S7 2/ s / •.. . . / () . 3 . c CO L 3 59, 3 12, U sa, F A ifi- Pl,,rO , . . 2) cSi F-' 5 rap -q53 *- i- ' /2 n ' . . 0 / o Sc P .GMLS TO 774'lvs . (S SCHMFT ENGINEERING Project STRUCTURAL DESIGN 3/ By Date Sheet No. Of _____ Subject OIc7 Job NQ, COIL.S sj. & F-1 r 2/. s ISo (a) x) 0 5 O f*p 7' 7 cWu cUs n-s tc 17Y2 Q ?,sa 3s-C s . . z p' .) 3 t c2 COLS C S eu k 467 7t. S •. mid.. •• . • •. • - S ti • - • 7Jz7 • 772ur . k ) ) • SCHMIT ENGINEERING STRUCTURAL DESIGN ci-rcJ P, 1-4 SO 73 t 2e 57 57 Project MAC, By CT. Date 710 5 Sheet No. 7.1 Of Subject !i) OhfUr Job NO. Ir .2: I - H Am )-C, 2-/a, L 2-C-- 5 /A 2S- 2I IJ . ,.. ... . . . )c— 21 5os . T ç )13,7;'t . 7 7v / 77Z/ir T s*As j_i/. 1cJ SCHMT ENGINEERING , Project STRUCTURAL DESIGN By TL Date%e Sheet No. Of Subject fo,J 'Job NO. C CCJCs i—cs - ?1 . 2v A2 2/z .7C' •> 2 -;S( 2- 5 A z 2.33 Usc M ?c' / - ,- i3-o LAJ) L - 1' S FE2 S &1C1cI 'J4' 7Zfl. c Co LS 1-4 £Z A /)'2,9 JILl Z3D > c 2c- -? .'. H SCHMII ENGINEERING STRUCTURAL DESIGN 7/tJ- UP 1JTL. rD 1C.4 Project By Date . Sfeet No. Of Subject WLL Job NO. - &j/?t< qo 12C LThL;:L 70r ' /-) Z 50 -7H . . .. .. . !...... (') . ..:. . ...... o . . . .. . .. . •is .1 . . 54) ......................................: .................... . . I .. . oM - , Jo /s 02017 ..76 . . . ryl 302. S,. dó25 2 O)S (Jr 77i/ 1'2'II. tiJkLL J! / ' Ci) ---. .. ' P? C-11- - Project SCHMT ENGINEERING STRUCTURAL DESIGN 47 By Date 0 Sheet No. - Of - Subject Job NO., .71 56 / ... " .... . 75 ' 521 10 /26) 1 S d 33çt ?- C 0071 /12 -/01./(5 - n... . . '. ((33)- 1233 3SC O; z') '3oc .: .... ... •. . C & :,.Ji- c •• OJ1dZ- I .. STRUCTURAL CALCULATIONS Project: Palomar Airport: Carlsbad, Ca. Magellan - Hangar "A-B" Engineer: Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 (760) 743-0592 Code: 2007 California Building Code Date: April 17, 2008 TABLE OF CONTENTS • • ESs,o* • Lu ((( No. 35417 ))I Hangar A-B ...............................................................i-io 030- 9 OF CAL • SCHMIT ENGINEERING STRUCTURAL DESIGN Project _fl4 ,2Lt./4 - GLYD'S It By ql Date VO3 Sheet No. LOf Subject 'ros Job NO. _____ SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date Y,0(5- Sheet No. Of Subject Job NO. ______ (OLUfli') Loios: 7?2uc 67, st 1 -H 57I&L l . 3 7 - o I le- . -17 04 - - . :. • • 3a - ?3L .. —: • Z :7 f -S ..........•:. o.. - :. • .....::.... - - : - ri.7q?'- €'- •.... .7i...a .,. zr_- - //7/4. f • .......... -. C~s • . ... . 7o .9t_ U -C .. . /23t • . . 5 2- - / -zc ., c- -. • - • -- rn-. fl4-37 . -27-5O - . 50 55 SCHMIT ENGINEERING STRUCTURAL DESIGN Ocs'J 9 13n a 2500,98J Project By J3 Date" 8 Sheet No. Of Subject T Job NO. 52- )/ -O COJ c2 .CO(-- C -)! P/,4 £ /< 777'usr C, z/2. 6 '-0 S (rn 14 - ... .IT ?)SO 3/ zr I . 1 .J2 'S G ,. . . /2 a1's . mi) / .•, iai&cii /,,v I, . • ... S •S •S •O -- • S / )35 co ~ -D r . SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date 110115 Sheet No. Of Subject -7 . Job NO. COL C- Z 6 I7 / Po 100L , / )S() (3 COX FJ) fôo -'? 13X9 Lr op. pt_ Thi) j/ / - 5- Th9tTsi f-- SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date _____ Sheet No. Of Subject h241 O&(..J7 Job NO. Cot—c i1 2 1 '77rwr.T F - -- '' 2- 'i iu G' Y - $a xat , op, )r ft • &)/ SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date _____ Sheet No. Of Subject ri ôi Job NO. csU S 6) & F - -. o()x) 'ek o s op 2- 7 CL3 i-3S 72Wt t 3Jp r : ?sa )c')- 35C ' . • •• )". 2 cJrvvi-L ( CLs C SI 'Ohs - +5 L _.'7747 7%- 5 & Pz 183 > c - - - ci)97 7CJ' 4 £ I- -1 50k 57 k. 2- 0 I I SCHMIT ENGINEERING Project MAC, jJ STRUCTURAL DESIGN By ZT. Date _ Sheet No. .L Of Subject )5941 O'-r Job NO SCHMIT ENGINEERING STRUCTURAL DESIGN CCJL.Ls /— 8 POLJ A- .7C4 2-6 z •, / (>i) Project By 73k Date,'8 Sheet No. Of Subject Job NO. Th2rsr F- 2S 2-rSC m/ci. SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date _____ Sheet No. . Of Subject W17. 4j- Job NO. T/_T u1° Pit t t4JA4 SiyD ! f1 L E\FCL L T)k y /j-O4jt. /3G9') S(c.dG'O 12Y L C" . 5/LS fpo7-. P1/ VSJ .fI97 -: 2i ) - 110 - - - C I - A- - - - -'-------'.- - ----- * - - - -'- - r - I - -' . _ ._..\ ...... ...-,..C. . ... ... ..... .- . 1°IH I TT : I T- ae. A 4- 0L21 87 t2i 0 - -- -- I--.4 - - r - - - - - - .............. SCHMIT ENGI NEERING Project STRUCTURAL DESIGN By Date ,1102"a Sheet No. 19R Of Subject '- Job NO 2Su T72-' 'a/ (Vrzr) /e O,QO?,//0 006'7 113 J )ZS es! 7. 21cb6 06Z x9ri2 As- J p -- I I - - * 4- - -- - I * - .- --- - -.-. - -.... - 4-i--------• ..4. ,*__._.._. ...,___. ...... - .3_•!...- ___•__ -r ---r----t-4----'-r------t---•--'-4•---. -. ---+--'---4 - .........----' -.--t-4--,-----+---- --±-- -.i *_*___ -... -+ - ------- ..L.. -. ..L .... ........-... .L_. -. - - -.. - --- -- -.-.- :-.4 --.--.- .,-...- . I......... . . 1• ._.. _,_ -. . -.-------.- F-I-..--- - - ---.------..--....................- - -;...........-f-.----- -----r-..... - .....- ..... - -- .----*____ -..--. - ------•- ...................,4- - - ..-----..-- - -- -- .4.... t-- ......-......................... -. . --.- ... - . - - . -------------------- - . . - ---------;--r-' .............. ..........- ..................- - -- - ------- ............... SCHM1T ENGINEERING Project STRUCTURAL DESIGN By Th Date ° Sheet No. Of Subject _________________ Job NO. - I / GEOCON INCORPORATED GEOTECHNICAL 'CONSULTANTS 410>) Project No. 063 83-22-02 May 16, 2008 Magellan Aviation, LLC 2006 Palomar Airport Road Carlsbad, California 92008 Attention: Mr. Robert Levine Subject: MAGELLAN AVIATION NORTH PALOMAR AIRPORT CARLSBAD, CALIFORNIA RESPONSE TO COMMENTS Reference: Geotechnical Investigation Update, Magellan Aviation North, Palomar, Airport, Carlsbad, California, prepared by Geocon Incorporated, dated July 10, 2007 (Project No. 06383-22-01). Dear Mr. Levine: In accordance with the request of Mr. Jaime Bernal with 112A Architects, we prepared this letter to respond to comments dated May 13, 2008. Original recommendations for the proposed improvements within the northern portion of the site were presented in the above referenced report. Our responses to comments are as follows: Comment No. 24: Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5. This should be addressed by the soils engineer. Response: Liquefaction typically occurs when a site is located in a zone with seismic activity, on-site soils are cohesionless/low plasticity clay and silt, groundwater is encountered within 50 feet of the surface, and soil relative densities are less than about 70 percent. If the four previous criteria are met, a seismic event could result in a rapid pore-water pressure increase from the earthquake- generated ground accelerations. Seismically induced settlement is settlement that may occur whether the potential for liquefaction exists or not. The potential for liquefaction and seismically induced settlement occurring within the site soil is considered to be very low due to the relatively high density of the planned compacted fill and formational materials and lack of near-surface groundwater. 6960Flanders Drive U San Diego, California 92121-2974 U Telephone (858) 558-6900 U Fax (858) 558-6159 If yoi have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCONINCO RATED Joseph Vettel GE 2401 Ø1 XP 09/30108 JJV dmc Addressee 1-12A Architects Attention: Mr. Jaime Bernal Project No. 06383-22-02 -2- May 16, 2008 GEOCON 1 IC OR P0 ItA TED .TEcHcAL CONSULTANTS: Project No, 06383-22-04 April 25, 2008 Magellan Aviation, LLC 2006 Palomar Airport Road San Diego, California 92008 Attention: Mr. Robert Levine Subject: MAGELLAN AVIATION PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA FOUNDATION PLAN REVIEW References: 1. Geotechnical Investigation Update, Magellan Aviation North, Palomar Airport, Carlsbad. California, prepared by Geocon Incorporated, dated July 10, 2007 (Project No. 06383-22-01). 2 Foundation Plans for Magellan Aviation, hanger A and B and D, Sheets S-i through 5-7, prepared MW Construction, dated April 4, 2008. Dear Mr. Levine: In accordance with your request, we have reviewed the referenced foundation plans to evaluate whether the plans and details have been prepared in substantial conformance with the recommendations presented in our referenced geotechnical report (Reference No. 1). Based upon our review of the foundation plans and the information contained within the geotechnical report, it is the opinion of Geocon Incorporated that the foundation plans and details have been prepared in substantial conformance with recommendations presented in the referenced report. Our review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plan. Geocon Incorporated has no opinion regarding other details found on the referenced plans, structural or otherwise, that do not directly pertain to geotechnical aspects of site development. Should you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours. Y CORJ'ORATED 1AAL AU ewtwma "J ND 240t CEG 1778 ST GE 2401 E(R'Omm (2) Addressee C (e-mail) H2A Architects Attention: Mr. Jaime Bernal 6960F6ndér3Dr1vé. U Scn' DIegO, CifóTh 9i :h2974' m T616bi,6(858)538,6900 • Fäk (85.8) 558615.9 •GEOTECHNICAL INVESTIGATION UPDATE MAGELLAN AVIATION NORTH PALOMAR AIRPORT CARLSBAD, CALIFORNIA I PREPARED FOR - MAGELLAN AVIATION, LLC CARLSBAD, CALIFORNIA JULY IO,2007 PROJECT NO. 06383.22-01 ?cD7-3 2006 Palomar Airport Road . Carlsbad, California 92011 0 Attention: Mr. Robert Levine 0 0 0 Subject MAGELLAN AVIATION NORTH 0 PALOMAR AIRPORT 0 . 0 . CARLSBAD, CALIFORNIA '0 GEOTECHNICAL INVESTIGATION UPDATE . 0 Dear Mr. Levine: 0 in accordance with your authorization, we• are submitting the results of our Geotechnical Investigation Update for the subject site. The accompanying report presents the findings and conclusions from our study. Based on 'the results of ot study, it is our opinion that the subject site can be developed as proposed, provided the recommendations of this report are followed. 0 - 0 If you have any questions regarding this update, or if we may be of further service, please contact the 0 O undersigned at your convenience. ' 0 . - Very truly yours, 0 0 0 0 0 GEOCON INCORPORATED 0 0 Brain P. Wheeler Garry W. Cannon Joseph J. Vettel Staff Geologist CEG2201 0 ' GE 2401 0 •• RCE 56468 ' 0 rn (6) Addressee (e-rnail) Real Estate Consultants OFC Attention: Mr Steve Hofine OFC (e-mail) H2A Architects 0 Attention: Dave Sapper 0 . 0 TABLE OF CONTENTS PURPOSE AND SCOPE ............................... . .................................................................................. 1 SITE AND PROJECT' DESCRIPTION... ........................................................................................ 2. SOIL AND GEOLOGIC CONDITIONS ......................................................................... ................. 2 .3.1 Undocumented Fill (Qaf) ................ ................ ......................................................................... 2 3.2 Torrey Sandstone (Tt) ......................................................................................... . ..................... 3 GROUNDWATER .............................................................................................................................3 GEOLOGIC HAZARDS ..................................................................................................................3 5.1 Faulting and Seismicity .......................................................................................................... 3 CONCLUSIONS AND RECOMMENDATIONS ................................. ......................................... ...5 6.1 General .................. . ................................................................................................................ .5 6.2 Soil and Excavation Characteristics .......................................................................................5 6.3 Seismic Design Criteria .......................................................................................................... 6 6.4 Grading .... ...............................................................................................................................6 6.5 Slopes .................. ...................... . ................................... ....................... ....................................... 7 6.6 Foundations ...........................................................................................................................7 6.7 Concrete Slabs-on-Grade ..................................................................... . ................................. 8 6.8 Retaining Walls and Lateral Loads ............. ............................................................................. 9 6.9 Preliminary Pavement Recommendations:............................................................................ 6.10 Drainage .......................... ..................................................................................................... .16 6.11 Grading Plan Review .......... . ........................... .. ............................. .......................................... 16 LIMITATIONS AND UNIFORMITY OF CONDITIONS MAPS AND ILLUSTRATIONS . • Figure 1, Vicinity Map. . Figure 2, Geologic Map Figure 3, Wall/Column Footing Dimension Detail APPENDIX A . . . FIELD INVESTIGATION . Logs of Borings (Geocon, 1988) . Logs of Borings (Geocon, 1989) Logs of Test Pits (Geocon, 1988) Logs of Test Pits (Geocon, 1989) . APPENDIX B . . . . .. . . . . LABORATORY TESTING Table B-I, Summary of Laboratory Direct Shear Test Results Table B-H, Summary of Laboratory RValue Test Results Table B-rn, Summary of Laboratory CBR Tests Results Table B-IV, Summary of Laboratory Expansion Index Test Results Figure B- 1, Consolidation Curve (Geocon, 1989) Figure. B-2, Consolidation Curve (Geocon, 1989) Figure B-3, Gradation Curve (Geocon, 1989) . • Figure B-4, Gradation Curve (Geocon, 1989) . APPENDIX C . RECOMMENDED GRADING SPECIFICATIONS LIST OF REFERENCES GEOTECHNICAL INVESTIGATION UPDATE 1. PURöE AND SCOPE This report has been prepared for the proposed improvements at Magellan Aviation North, identified as the northern portion of the Magellan Aviation Facility, located near the southwest end of the Palomar Airport in the City of Carlsbad, California (see Vicinity Map, Figure 1). The purpose of this report was to evaluate subsurface soil and geologic conditions at the site and, based on conditions encountered, to provide conclusions and recommendations pertaining to the geotechnical aspects of constructing the proposed hangars, office buildings, pavements, and other improvements for the project. Geocon has previously performed geotechnical investigations at the Magellan Aviation site and submitted the following reports: Geotechnical investigation for Mission West Leasehold, Palomar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated July 28, 1988 (Project No. D-4156- W01). Geotechnical Investigation for Mission West Executive Aircraft Center, Parcel 87-0150-A2, Palomar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated September 8, 1989 (Project No. D-441 1-W0I). Final Report of Testing and. Observation Services During Mass Grading Operations for Mission West Leasehold, Palomar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated April 4, 1990 (Project No. D-4156-502). Geotechnical Investigation for Magellan Aviation Improvements, Palomar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated October 12, 1999, updated June 23, 2005 (Project No. 06383-22-01). . Supplemental Pavement Recommendations for Magellan Aviation Improvements, Paloiiar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated October 12, 1999, revised April 7,2006 (Project No. 06383-22-01). The scope of our current investigation incltided a site reconnaissance, review of data collected from previous field investigations; laboratory testing, engineering analyses, and preparation of this report. Logs of 10 small-diameter borings and 4 test pits excavated during previous field investigations were used in the current investigation. Logs of the exploratory borings, logs of exploratory test pits; and other details of the field investigation are presented in Appendix A. * . Laboratory tests were performed on selected soil samples obtained from the borings to determitie their pertinent physical properties for engineering analyses. A discussion pertaining to the laboratory testing and results is presented in Appendix B. The recommendations presented herein are based on analysis of the data obtained from the exploratory borings and trenches, laboratory tests, and our experience with similar soil and geologic conditions. S 2. SITE AND PROJECT DESCRIPTION The site is located on the north side of Paibmar Airport Road about '/z mile west of El Camino Real in Carlsbad, California. The Magellan Aviation facility consists of a relatively flat, paved site with several hangars, office buildings, and aircraft parking areas. Proposed improvements consist of demolition of the northern hangar and the construction of new aircraft hangars and office spaces encompassing about 77,000 square feet of development. In all, 4 new hangars (Hangars 'A' to 'D'), 3 new office buildings (Office 'A', 'D', and 'FBO'), and replacement pavements are proposed. Elevations vary from approximately 320 feet Mean Sea Level (MSL) in the northwest corner of the project site to approximately 315 feet MSL at the southeast corner of the site. A preliminary site plan for the project titled Master Site Plan, Magellan Aviation was provided by H2A Architects,. No grading plans were provided. Planned grading will likely result in only minor (1 to 2 feet) cuts and fills. If development plans differ significantly from those described herein, Geocon Incorporated should be contacted for review and possible revision to this report: 3. SOIL AND GEOLOGIC CONDITIONS Two geologic units consisting of undocumented fill and Tertiary-age Torrey Sandstone. The geologic units are discussed below: 3.1 Undocumented Fill (Qudf) Undocumented fill was observed over most of the site, varying in thickness from approximately l, foot within the "East Staging Area" of the site to approximately '4 feet within the "Central Staging Area". The fill consists of moderately stiff clay, silty clay, and sandy clay and loose to moderately. dense silty sand. In its present condition, the existing fill is cnsidered unsuitable for support of structural fill or settlement-sensitive improvements. The undocumented fill will require remedial • grading. S 3.2 Torrey Sandstone (Tt) Tertiary-age Torrey Sandstone was encountered beneath the undocumented fill in all the borings. The Torrey Sandstone is characterized as dense to very dense silty sandstone and clayey sandstone and hard to very hard clayey siltstone and silty claystone. Torrey Sandstone is adequate in its present condition for support of proposed structures and/or new fills. 4. GROUNDWATER No groundwater was observed in the borings or test pits excavated during previous field investigations. It is not expected that groundwater will effect the improvements as presently proposed; however, it is not uncommon for groundwater or seepage conditions to develop in fills and formational units where none previously existed, especially in irrigated areas or after seasonal rainfall. 5. GEOLOGIC HAZARDS 5.1 1 Faulting and Seismicity No active faults are known to exist at the site or in the immediate vicinity and none were encountered during our field investigation. The nearest known active fault is the Rose Canyon Fault located appioximately six miles west of the site The computer program EQFAULT (Blake, 1989, updated 1997) was used to determine the distance of known faults from the site. References used within the program in selecting faults to be included were.Jennings (1975), Anderson (1984) and Wesnousky (1986). In addition to-fault location, EQFA tILT calculated peak ground accelerations at the site for the Maximum Magnitude earthquake events Attenuation relationships presented by Sadigh (1997) were used to estimate peak site accelerations. Presented on the following table are the faults determined by the analysis to be most likely to subject the site to ground accelerations. The site could be. subjected to moderate to severe ground shaking in the event of an earthquake on any of the faults referenced in Table 5.1 faults or other faults within the southern California and northern Baja California region With respect to this hazard the site is considered comparable to others in the general vicinity. . . . . TABLE 5.1 MAXIMUM EARTHQUAKE MAGNITUDE AND PEAK SITE ACCELERATIONS* Approximate . F.Qt1mltpd MflYlmllm Fault Name Distance From Si (milks) Earthquake Magnitude W Estimated Peak Site Acceleration (g) Estimated Peak Site Rose Canyon Fault Zone 6 7.2 0.34 Newport - Inglewood (offshore) 9 7.1 0.27 Coronado Bank 22 7.6 0.17 Elsinore (Julian) 23 7.1 0.12 Elsinore (Temecula) 23 6.8 0.10 Elsinore (Glen Ivy) 36 6.8 0.06 San Joaquin Hills 39 6.6 0.06 Palos Verdes 40 7.3 0.08 Earthquake Valley 41 6.5 0.04 San Jacinto - Anza 46 7.2 0.06 San Jacinto - San Jacinto Valley 48 6.9 0.05 Newport - Inglewood (LA Basin) 50 7.1 0.05 San. Jacinto - Coyote Creek 50 6.6 0.03 Chino - Central Ave. (Elsinore) 51 6.7 0.05 Elsinore (Coyote Mountain) 54 6.8 0.04 Whittier 54 6.8 - 0.04 San Jacinto - San Bernardino 62 6.7 0.03 *From EQPAULT Computer Program (Blake, 2000) 6. CONCLUSIONS AND RECOMMENDATIONS 6.1 General 6.1.1 No soil or geologic conditions were encountered at the site that, in the opinion of Geocon Incorporated, would preclude the development of the property as planned provided the recommendations of this report are followed. 6.1.2 Our field investigation indicated that the site is underlain by undocumented fill soils over Torrey Sandstone. The undocumented fill is not considered suitable for the support of fill and/or structural loading in its present condition and will require removal and recompaction. 6.1:3 Subsurface conditions are expected to be fairly- consistent across the site and may be extrapolated to reflect general soil and geologic conditions; 'however, some variations in subsurface conditions between boring locations should be expected. 6.1.4 Groundwater was not encountered in any of the borings or test pits and is not expected to effect construction as presently proposed. Groundwater and/or seepage-related problems are not expected provided surface drainage is controlled and directed away from pavement edges, buildings and other moisture-sensitive developments into properly designed drainage structures. 6.1.5 With the exception of possible strong seismic shaking, no significant geologic hazards were observed or are known to exist on the site or other locations that could adversely affect the proposed project., ' 6.1.6 No project grading plans were available for our review; however, based on the existing topography, it is expected that maximum cuts and fills will' be minor for the proposed structures and pavement areas. 6.2 Soil and Excavation Characteristics 6.2.1 The on-site fill soils consist largely of clay, silty clay and sandy clay and are considered to have a "medium" to "high". expansion potential (Expansion Index [Eli of 50 to 130) as defined by the Uniform Building 'Code (UBC) Table No. 18-I-B. Recommendations presented herein assume that the on-site soils will be removed and replaced with soils that have an Expansion Index (El) of less than 50 to a minimum depth of 3 feet below finish - grade, or that on-site soils will be thne treated within structure areas. If untreated soils with an El greater than 50 are exposed near finish grade, modifications to the foundation and/or, slab-on-grade recommendations presented herein may be required. 6.2.2 We expect that the existing undocumented fill can be excavated with moderate effort and formational materials can be excavated with moderate to heavy effort with conventional heavy duty grading equipment. I 6.3 Seismic Design Criteria S 0 6.3.1 The following table summarizes site specific design criteria obtained from the 1997 Uniform Building Code (UBC). The values listed in Table 6.3 are for both the Elsinore, Julian Fault which is identified as a Type A fault and the Rose Canyon Fault which is identified as a Type B fault. The Elsinore-Julian and Rose Canyon Faults are located approximately 23 miles and 6 miles from the subject site, respectively. TABLE 6.3 SEISMIC DESIGN PARAMETERS ' Parameter Value UBC Reference Seismic Zone Factor 0.40 Table 16-I Soil Profile Type Sc Table 16-J Seismic Coefficient, Ca 0.40 Table 16Q Seismic Coefficient, C 0.56 Table 16-R Near-Source Factor, Na 1.0 Table 16-S Near Source Factor, N I 1.0 Table 16-T Seismic Source A/B Table 16-U 6.4 Grading . '. . 6.4.1 All grading should be performed in accordance with the Recommended Grading Specifications in Appendix C. Where the recommendations of this section conflict with those of Appendix C, the recommendations of this section shall take precedence. All earthwork should be observed and all fills tested for proper compaction by Geocon Incorporated. 6.4.2 Prior to commencing grading,' a preconstruction conference should be held at the site with the owner or developer, grading contractor, civil engineer and geotechnical engineeri. in attendance. Special soil handling requirements can be discussed at that time. 6.4.3 Site preparation should begin with the removal of all deleterious material and vegetation. The depth of removal should be such that the material exposed in cut areas or soils to be used as fill are relatively free of organic matter. Material generated during stripping and/or site demolition should be exported from the site. 6.4.4 All undocumented fill within planned improvement areas should be removed to firm formational material and replaced with properly recompacted fill. Soil derived from onsite excavations may be used as fill, provided it is free of deleterious material and has been lime treated. Undocumented fill may have high moisture content and require significant moisture conditioning prior to reuse as fill. We anticipate that the required lime content will, be between 4 and 6-percent quick lime. The lime content that optimizes the support and expansion characteristics should be verified by laboratory testing the type of lime and application method is determined. Removal and recompaction should extend 5 feet beyond planned improvement areas. . 6.4.5 Fill lifts should 'be no thicker than will allow for adequate bonding and compaction. All fill, including backfill and scarified ground surfaces, should be compacted to at least 90 percent of laboratory maximum dry density as determined by ASTM D 1557-02, at two to four percent above, optimum moisture content. Fill areas with test . results indicating soil moisture contents less than optimum will require additional moisture conditioning prior to placing additional fill. 65 Slopes . 6.5.1 Existing 2:1 slopes lie to the south of the project. No existing or proposed slopes are contained within the project site area. 6.6 'Foundations, 6.6.1 , The structures can be supporied on conventional continuous footings and isolated spread footings, following lime treatment or removal and recompaction of the existing fill soils. 6.6.2 Following grading operations, the hangars at the north end of the property will be underlain by about one to four feet of compacted fill over formational materials. The footings for these hangars should extend through the upper fill layer into formational material. 6.6.3. Continuous strip footings should be at least 12 inches wide and should extend at least 24 inches below lowest adjacent pad grade as shown on Figure 3. For footings bearing in formational materials or, on cement slurry, an allowable soil bearing pressure of 4,000 pounds per square foot (pf) can be used. The bearing pressure may be increased by 200 psf and 350 psf for each additional foot of foundation width and depth; respectively, up to a maximum allowable soil pressure of 6,000 psf in formational soils. 6.6.4 Isolated spread footings that are a minimum of 2 feet square and founded 24 inches below lowest adjacent pad grade as shown on Figure 3. in properly compacted fill soils may be designed for the allowable soil bearing pressures given above. 6.6.5 Where formational materials are more than 24 inches below adjacent grade, footing excavations can be excavated to formational material and backfihled with 2-sack cement slurry to the bottom of the footing elevation. 6.6.6 The allowable bearing pressures recommended for continuous strip footings and isolated spread footings may be increased by up to one-third for transient loads due to wind or seismic forces. Settlements due to footing, loads are expected to be less than one-half-inch. 6.6.7 No special subgrade presaturation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be sprinkled to maintain a moist condition as would be expected in any such concrete, placement. .6.6.8 The existing fill soils have been in place for a significant number of years and were found to have relatively high moisture contents. Therefore, hydroconsolidation of the existing fill soils is expected to be limited. ( . ' ' 6.7 , Concrete Slabs-on-Grade 6.7. F We anticipate that all interior concrete slabs-on-grade will be designed as structural pavement sections. However, if office areas within some of the large hangars will not be subject to aircraft loads, these can be designed as slabs-on-grade'. Subgrade soils should be removed and replaced or lime-treated as described above. Slabs-on-grade should be at least , 5 inches thick. Minimum slab reinforcement should consist of No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions and positioned within the upper - one-third of the slab. The concrete slabs-on-grade should be underlain by at least 4 inches - • of clean' sand (Sand Equivalent greater than 30) and, where moisture sensitive floor coverings are planned, a visqueen moisture barrier placed at the midpoint of the sand cushion should be provided. - 6.7.2 Crack control joints should be spaced at intervals not greater than 12 feet and should be constructed using sawcuts or other methods as soon as practically possible following concrete placement. Crack control joints should extend a minimum depth of one-fourth the slab thickness. Construction joints should be designed by the project structural engineer. 6.7.3. All exterior concrete flatwork not subject to vehicular traffic should be at least 4 inches thick and constructed in accordance with the following recommendations. Slab panels in excess of 8 feet square should be reinforced with 6 x 6 - W2.91W2.9 (6 x 6 - 6/6) welded wire mesh to reduce the potential for cracking. In addition, all concrete flatwork should be provided with crack control joints to reduce and/or control shrinkage cracking. Crack control spacing should be determined by the project structural engineer based upon the slab thickness and intended usage. Criteria of the American Concrete Institute (ACI) should be taken into consideration when establishing crack control spacing. Subgrade soils for exterior slabs not subjected to vehicle loads should be compacted in accordance with criteria presented in the grading section .prior to concrete placement. Subgrade soils should be properly compacted and the moisture content of surficial soils should be verified prior to placing concrete. 6.7.4 The recommendations of this report are intended to reduce the potential for cracking of slabs due to differential settlement of deep fills or fills of varying thickness. However, even with the incorporation of the recommendations presented herein, foundations, stucco walls, and slabs-on-grade placed on. such soil conditions may exhibit some cracking due to soil movement and/or shrinkage. The occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, proper concrete placement and curing, and by the placement of crack control joints at periodic intervals, in particular, where re-entrant slab corners occur. 6.8 Retaining Walls and Lateral Loads 68.1 No retaining walls are proposed within the current project site. 6.9 Preliminary Pavement Recommendations 6.9.1 We anticipate new pavements for large aircraft hangars to the north and south of the proposed Hangars 'A', 'B', and 'C'. Tables 6.9.1 to 6.9.6a present multiple options for the proposed flexible and rigid The following preliminary pavement sections are based on multiple construction alternatives and are provided for both flexible and rigid pavement sections. A Resistance Value (R-value) of about 5 or California Bearing Ratio (CBR) of about 3 was assumed for the untreated clayey soils. For the lime treated soils, an R-value of 60 and corresponding CBRof 15 was assumed. A CBR of 20 is assumed for subbase. 6.92 Gross aircraft weights of 50,000 to 200,000 pounds were evaluated. The design is based on the Department of Transportation, Federal Aviation Administration publication Airport Pavement Design and Evaluation. RecommendatiOns for both flexible and rigid pavements are provided. 0 6.9.3 The tables below address different variables such as subgrade conditions, base and subbase - 00 0 materials, and strengths of concrete. Each table is described below. 0 0 0 • Table6.9. 1 - flexible pavement on existing clayey subgrade 0 Base - Class 2 aggregate base (P12 inches maximum) 0 Subbase - minimum CBR of 20 0 Table 6.9.1a 0 - flexible pavement on existing clayey subgrade 0 0 0 (enhanced base/subbase) 0 0 0 Base - Cement Treated Base 0 0 0 0 Subbas - Class 2 aggregate base 0 0 0 Table 6.92 flexible pavement on Torrey Sandstone 0 0 0 0 Base - Class 2 aggregate base (1½ inches maximum) 0 0 0 0 Subbase - minimum CBR of 20. 0 0 0 0 • Table 6.9.2a _00 flexible pavement on Torrey Sandstone 0 (enhanced base and subbase). 0 Base - Cement Treated Base 0 Subbase - Class 2 aggregate base 0 0 0 • Table 6.9.3 - flexible pavement on lime treated existing clayey subgrade 0 Base - Class 2 aggregate base (1½ inches maximum)\ 0 0 Table 6 9 3a - flexible pavement on lime treated existing clayey subgrade (enhanced base)' 0 0 0 0 0 0 0 0 Base - Cement Base 0 .Treated 0 0 0 • 0 Table 6.9.4 - rigid pavement on existing clayey subgrade 0 0 0 0 0 •• Concrete flexural strength = 650 psi • : 0 0 0 0 Subbase - minimum CBR of 20 0 0 • Table 6.9.4a - rigid pavement on existing clayey subgrade - 0 • 0 0 • 0 0 - • (high strength concrete) 0 0 Concrete flexural strength = 700 psi 0 0 • Subbase - minimum CBR of 20 0 • 0 0 0 • 0 • Table 6.9.5 , - rigid pavement on Torrey Sandstone 0 0 0 • Concrete Flexural Strength = 650 psi • 0 0 • Subbase - minimum CBR of 20 0 0 0 Table 6.9.5a 0 • • - rigid pavement on Torrey Sandstone (high strength concrete) • 0 0 0 0 0 Concrete Flexural Strength = 700 psi 0 0 Subbase - minimum CBR of 20 Table 6.9.6 - rigid pavement on lime treated existing clayey subgrade Concrete Flexural Strength = 650 psi S Table 6.9.6a - rigid páverriéht oh lime-treated existing clayey subgrade (high strength concrete) Concrete Flexural Strength = 700 psi We have assumed existing clayey subgrade soils have a CBR of 3, Torrey Sandstone has a CBR of 5, lime treated clayey soils have a CBR of 15, and subbase has a CBR of 20. Class 2 aggregate base should conform to the Caltrans 11/2-inch maximum gradation. Asphalt and cement treated base should conform to FAA specifications. TABLE 6.9.1 RECOMMENDED FLEXIBLE PAVEMENT SECTIONS (UNTREATED SUBGRADE—CLAY) Aircraft Gross Weight (pounds) Asphalt Thickness (inches) Class 2 Aggregate Base (inches) Subbase Thickness (inches) 50,000* 4 4 .19 75,000* 4 6 24 100,000 4 6 25 150,000** 4 9 31 200,000** 4 11 35 *Asses single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.1a S RECOMMENDED FLEXIBLE PAVEMENT SECTIONS (UNTREATED SUBGRADE - CLAY) ENHANCED BASE AND SUBBASE Aircraft Gross Weight (pounds) Asphalt Thickness (inches) Cemented-Treated Base(inches) Class 2 Aggregate Subbase (inches) 50,000* 4 4 13 75,000* 4 5 16 100,000 4 0 5 17 150,000' 4 5 7 22 200,000** . 4 9 23 *Assumes single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures ,'. .., TABLE 6.9.2 RECOMMENDED FLEXIBLE PAVEMENT SECTIONS (UNTREATED SUBGRADE - TORREY SANDSTONE) Aircraft Gross Weight (pounds) Asphalt Thickness (inches) Class 2 Aggregate Base (inches) Subbase Thickness (inches) 50,000* 4 . 4 12 .75,000*. 4 ' 6 16 100,000' 4 6 19 150,000** 4 9 21 200,000** 4 12 22 *Assumes single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.2a RECOMMENDED FLEXIBLE PAVEMENT SECTIONS (UNTREATED SUBGRADE - TORREY SANDSTONE) ENHANCED BASE AND SUBBASE Aircraft Gross Weight (pounds) Asphalt Thickness (inches) Cemented-Treated Base (inches) Class 2 Aggregate Subbase (inches) 50,000* . 4 S .8' 75,000* 4 . 5 . 11 100,000 0 . 5 12 150,000** . 4 7 14 200,000** . 4 15 *Assumes single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.3 . RECOMMENDED FLEXIBLE PAVEMENT SECTIONS. (LIME-TREATED SUBGRADE - CLAY) 'Aircraft Gross Weight Asphalt Thickness Class 2 Aggregate, Subbase Thickness (pounds) (inches) Base (inches) (inches) 50,000*' 4 5 -. 75,000* ' 4 8½ , • -- 100,000' 4 0 9 . S_-- 150,000** 0 4 ' 11½ 200,000** 4 14 . ' -- *Assumes single wheel gear and 1,200 annual departures dual. wheel gear and 1,200 annual departures • - TABLE 6.9.3a ' RECOMMENDED FLEXIBLE PAVEMENT SECTIONS (LIME-TREATED SUBGRADE - CLAY) ENHANCED BASE AND SUBBASE Aircraft Gross Weight (pounds) Asphalt Thickness (inches) Cemented-Treated Base (inches) Subbase Thickness (inches) 50,000* 4 4 75,000* • 4 6 -- 100,000 4 7 -- 150,000** 4 8½ -- 200,000** 4 10 *Assumes single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.4 . RECOMMENDED RIGID PAVEMENT SECTIONS (UNTREATED SUBGRADE - CLAY) Aircraft Gross Weight (pound s) PCC Thickness (inches) Subbase Thickness (inches) 50,000* 9 4 75,000* . 11 . 6 100,000** 13 6 150,000'' 15 6 200,000** 17 6 *Assumes single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.4a RECOMMENDED RIGID PAVEMENT SECTIONS (UNTREATED SUBGRADE - CLAY) HIGH STRENGTH CONCRETE Aircraft Gross Weight (pounds) PCC Thickness (inches) • Subbase Thickness (inches) 50,000* 8 4 75,000* 10 6 100,000' . • 12 6 150,000'' • • .14 • . • 6 200,000** • • .16 6 *Assumes single wheel gear and 1,200 annual departures dual wheel gear and 1,200 annual departures TABLE 6.9.5 RECOMMENDED RIGID PAVEMENT SECTIONS (UNTREATED SUBGRADE - TORREY SANDSTONE) Aircraft Gross Weight (pounds). PCC Thickness (inches) Subbase Thickness (inches). 50,000* 9 4 75,000* 11 6 100,000"' 12 6 150,000** 14 6 200,000** 16 6: single wheel gear and 1,200 annual departures "Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.5a RECOMMENDED RIGID PAVEMENT SECTIONS (UNTREATED .SUBGRADE - TORREY SANDSTONE) HIGH STRENGTH CONCRETE Aircraft Gross Weight (pounds) PCC Thickness (inches) Subbase Thickness (inches) 50,000* 8 4 75,000* 11 6 100,000"' 11 6 150,000** 13 6 200,000** 16. . . 6 F' TABLE 6.9.6 RECOMMENDED RIGID PAVEMENT SECTIONS (LIME-TREATED SUBGRADE - CLAY) Aircraft Gross Wight (pounds) PCC Thickness (inches) Subbase Thickness (inches) 50,000* 8 -- 75,000* 10½ -- 100,000@ 11½ -- 150,000** 13½ -- 200,000** 15½ -- Lime treatment to depth of 24 inches *Assumes single wheel gear and 1,200 annual departures **Assumes dual wheel gear and 1,200 annual departures TABLE 6.9.6a RECOMMENDED RIGID PAVEMENT SECTIONS (LIME-TREATED SUBGRADE - CLAY) HIGH STRENGTH CONCRETE Aircraft Gross Weight(pounds) PCC Thickness (inches) Subbase Thickness (inches) V 50,000* 8 -- 75,00* 10 -- 100,000' 10½ -- 150,000** 12½ -- 200,000** V 15 -- Lime treatment to depth of 24 inches V V *Assumes single wheel gear and 1,200 annual departures V **Assumes dual whel gear and 1,200 annual departures V 6.9.4 The upper 12 inches of the pavement subgrade should be properly moisture conditioned and compacted to a minimum relative compaction of 95 percent as determined by ASTM D 1557-02. 6.9.5 Class 2 aggregate base material should be properly moisture conditioned and compacted to a minimum relative compaction (ASTM D 1557-02) of 95 percent. 6.9.6 Asphalt -concrete should conform to Section 39-2 of the Standard Speciflctions of California Department of Transportation (Caltrans). Class 2 aggregate base material should conform to Section 26-1.02B of the Standard Specifications of California Department of Transportation. V V 6.9.7 Portland cement concrete should have a minimum compressive strength of 300 pounds per square inch (psi) and a minimum concrete flexural strength of 650. 6.10 Drainage S 6.10.1 Establishing proper drainage is necessary to reduce the potential for differential soil movement, erosion, and subsurface seepage. Positive measures should be taken to properly finish grade the building pads after structures and other improvements are in place, so that drainage water from the building pads and adjacent properties is directed away from foundations and tops of slopes. S S 6.11 Grading Plan Review S 6.11.1 The geotechnical engineer and engineering geologist should review the grading plans prior to finalization to verify their compliance with the recommendations of this report and S S determine the necessity for additional comments, recommendations, and/or analysis. SI I .5 LIMITATIONS AND UNIFORMITY OF CONDITIONS• The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that anticipated herein, Geocon Incorporated should be notified so that supplemental recommendations can be given. The evaluation or identification of the potential presence of hazardous or corrosive materials was not part of the scope of services provided by Geocon Incorporated. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. The findings of this report 'are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works' of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the • broadening of knowledge. Accordingly, the findings of this, report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and 'should not be relied upon after a period of three years. 'OjRD AY co SAL AV DR 0 10 Ily 16 : / 4RAOh' DR / ERFORD \ PALO * r' MCCLELLAN 7. oole JIM OLDS PALOt4RSIT DR I/ QiT CT C RLS A 1-- VIDA ROB 4e E I 'I3 PIPIT Cr2 SSA * L ma RD / 41 --- 22 14 POINS 23 L4STAi 'I hoo ) — LN amm 40artl SOURCE: 1999 THOMAS BROTHERS MAP SAN DIEGO COUNTY, CALIFORNIA MAP © RAND MCNAU,Y, R.L07-5-62, REPRODUCED WITH PERMISSION. NO SCALE IT IS UNLAWFUL TO COPY OR REPRODUCE ALL OR ANY PART THEREOF, WHETHER FOR PERSONAL USE OR RESALE, WITHOUT PERMISSION' GE000N INCORPORATED GEOTECHNICAL CONSULTANTS 6960 FLANDERS DRIVE- SAN DIEGO, CALIFORNIA 92121-2974 PHONE 858 558-6900 - FAX 858 558-6159 BW/RA DSK/GTYPD I VICINITY MAP I MAGELLAN AVIATION NORTH CARLSBAD, CALIFORNIA I DATE 07- 10 -2007 I PROJECT NO. 06383-22 -01 I FIG. 1 I I, CONCRETE SLAB SAND ---zZ -i-. - " •t PAD GRADE a 44 VISQUEEN -/ I a < i-a. \ '4 a I-a. OW ". 4 ' Ow o ) • oO at e I L FOOTING. WIDTH U , SAND '2" 4c ,: - - / a • 4 : VISQUEEN -/ c : c 0. 00 a 4 cc CC • 4 t • 4 - a q4 a 2 4 FOOTING WIDTH* *SEE REPORT FOR FOUNDATION WITDH AND DEPTH RECOMMENDATION NO SCALE WALL / COLUMN FOOTING DIMENSION DETAIL GE000N 0 -INCORPORATED >)l MAGELLAN AVIATION NORTH GEOTEcHNICALCONSULTANTS CARLSBAD CALIFORNIA 6960 FLANDERS DRIVE - SAN DIEGO, CALIFORNIA 92121-2974 PHONE 858 558-6900 - FAX 858 558-6159 BW I RA - DSKIGTYPD DATE 07- 10- 2007 PROJECT NO. 06383-22-01 FIG. 3 APPENDIX A FIELD INVESTIGATION The field explorations were performed on June 23 and 27, 1988; July 28, August 2, 1989, and September 8, 1999, and consisted of drilling 10 small-diameter borings and excavating 4 test pits at the approximate locations shown on Figure 2. The small-diameter borings were drilled to depths ranging from 5 feet to 10 ½ feet below existing grade using a truck-mounted drill rig equipped with a 6-inch or 8-inch-diameter hollow-stem auger. Relatively undisturbed samples were obtained with the drill rig by driving a 3-inch 0: D., split-tube sampler 12 inches into the undisturbed soil mass with blows from a 140-pound hammer falling 30 inches. The split-tube sampler was equipped with 1-inch- high by 2%-inch-diameter, brass sampler rings to facilitate sample removal and testing. Standard penetration tests (SF1') were performed in accordance with ASTM D1586. Disturbed bulk samples were obtained from SF1' samples and from the test pits. Test pits were excavated to depths ranging from 14 to Winches. The-soil conditions encountered in the borings and tests pits were visually examined, classified, and logged in general conformance with the American Society for Testing and Materials • (ASTM) Practice for Description and Identification of Soils (Visual—Manual Procedure D2844). The logs of the exploratory borings and test pits are presented on the figures in Appendix A. The logs depict the various soil types encountered and indicate the depths at which samples were obtained. File No. D-4156-WO1 liilii 7 qg .BORING3 UJ 0 - tz- ELEVATION DATE DRILLED 6/23/88 B-51 EQUIPMENT MATERIAL DESCRIPTION • ____ - Asphalt.3" Base 7" 2• :•tL•; . • -: FILL (trench backfill) Medium dense, wet, yellowish tan, Sandy 4 • \ Clayey SILT SC B3_1 TORREY SANDSTONE ::/. Dense to very dense, moist, white to light 8 Clayey SAND --tan,fine - .1. SM Becomes orangish tan, fine Silty SAND 10 with little clay - 12 BORING TERMINATED AT 10.0 FEET BORING 4 Aspbalt - CL \ Base 5" qC TORREY SANDSTONE B4-1. Firm, wet, orangish tan, Sandy CLAY B4-2 Dense, moist to wet, white, Clavey SAND : Alternatiting stiff, moist, light green, :f.l1 Silty CLAY and light tan, very fine to • fine Silty SAND with some clay, heavy .10 - _____ - _____ iron staining along the joints BORING TERMINATED AT 10.0 FEET 12 • Figure A-3, Log of Test Borings 3 and 4 0 SAMPLE SYMBOLS SAMPLING UNSUCCESSFUL. STANDARD PENETRATiON TEST - DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE CHUNK SAMPLE • WATER TABLE OR SEEPAGE File No. D-4156-WO1 July 28, 1988 Figure A-7, Log of Test Borings 11 and .12 SAMPLE SYMBOLS 0 SAMPLING UNSUCCESSFUL. [_STANDARD PENETRAflON TEST - I..... DRIVE SAMPLE (UNDISTURBED) - DISTURBED OR BAG SAMPLE -CHUNK SAMPLE - WATER TABLE OR SEEPAGE .. BORING 11 Uj ELEVATION - DATE DRILLED 6/23/88 B-Si EQUIPMENT - MATERIAL DESCRIPTION 0- • - ____ - _______________________________________ Asphalt 4" : 2 \ Base 9" - SC-CL B11-1 1/: FILL 'Medium dense, wet, tan, Clayey SAND with 4- B11-2 I:::. chunks of green CLAYSTONE - B11-3 .CL 6.. Becomes stiff, wet, dark grayish green Sandy CLAY • /TORREY SANDSTONE - 10 B11-4 - ____ Very dense, moist, very light gray., Silty SAND . BORING TERMINATED ATE 10.5 FEET BORING 12 .0 Asphalt 2. I I M-SC Base 7" B12-1 TORREY SANDSTONE . Dense, to very dense, moist, very light :1. gray, very fine Silty. SAND with little clay B12-2 BORING TERMINATED AT 6.5 FEET - . . - 8 Z uJ U3 1:2 !J 37 39 1104.4 19.1 50/ L2.8 1 7" 20.8 50/ 95.126.9 9" September 8, 1989 FILE NO. D-4411WO1 W - - BORING I z - >- DEPTH SAMPLE 0 3 SOIL 'O'. 0 I- s IN NO * CLASS ELEVATION__317.5 DATE DRILLED7/28/89 d FEET (USCS) . EQUIPMENT MOBILE B51 DRILL RIG — MATERIAL DESCRIPTION 0 1.5"___ Asphalt _over _6.5'_Base FILL' S - 2 SC/CL Medium dense/medium stiff, moist, dark brown 20 1 13;5 9.1 Clayey SAND to Sandy CLAY, J-2 organicodor TORREY SANDSTONE :SM Dense to very dense, moist to wet :very 56 light yellow brown fine Silty — SANDSTONE BORING TERMINATED AT 7 FEET Figure A-i, Log of Test Boring B 1 PA SAMPLE SYMBOLS 0 ... SAMPLING UNSUCCESSFUL NJ ... STANDARD PENETRATION TEST U ... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE Y ....'WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. September 8, 1989 FILE NO. D-4411-WO1 >- C Ill r BORING '. >- - DEPTH SAMPLE o SOIL 00* a I—._ - . u. X FEET IN 0 NO I Z CLASS ELEVATION317.5 DATE DRILLED7/28/89 co w iii z (USCS) 3 0 . I.4 EQUIPMENT MOBILE BSI DRILL RIG MATERIAL DESCRIPTION 2 Asphalt over 4" base B2'-1 _________________________ CL FILL - 2 B2-2 Medium stiff, moist, dark brown 0/9" 1_19.8 11.7 Sandy CLAY, organic odor - 4 : ::-: - TORREY SANDSTONE • . Dense to very dense, moist to wet, very - 132-3 SM light yellow brown, Silty fine to medium 50/2" - 6 - SANDSTONE Becomes hard at 6 feet -8- - ____ . - - BORING TERMINATED AT 9 FEET Figure A-2, Log of Test Boring 8 2 . . PA SAMPLE- SYMBOLS U ... SAMPLING UNSUCCESSFUL 11 ... STANDARD PENETRATION TEST I ... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC RnRINC OR TRFM('I1 IOATT(91 AIfl AT TI4F DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. September 8, 1989 FILE NO. D-4411-WO1 )- a w BORING B 3 -5 >. DEPTH SAMPLE 3 I- SOIL S..ow.. HI- I H' W X CLASS ELEVATION 317;2 DATE DRILLED 7/28/89 FEET EQUIPMENT MOBILEB51DRILLRIG -- 1 0..'- 0 0 ___ MATERIAL DESCRIPTION 0 • __ __ __ __ B31 ., 4" asphalt over 8" base - .. CL 40 93. 26.3 (Upper 2" of Asphalt appears to be -' 2 an overlay) S - - •:• FILL - 4 : Medium stiff, very moist to wet, dark - gray brown, Sandy CLAY, organic odor - B372 : :.:..: SM 50/8" 100.3 21.9 TORREY SANDSTONE 6 - . Medium dense to dense, moist to wet, very - B3-3 : :. light gray with orange mottling, Silty fine - : SANDSTONE, organic odor 8 - Becomes hard, slightly moist to moist 10 B34 - - at 9.5 feet 50/6" 113 8 15.5 BORING TERMINATED AT 10.5 FEET Figure A-3, Log of Test Boring .B 3 PA SAMPLE SYMBOLS 0 ... SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST U ... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE . ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. September 8, 1989 FILE NO. D-4411-WO1 • )- w W F(IP1U a '1. z-. DEPTH SAMPLE _j I- SOIL, 0 C3 • . '. IN z CLASS ELEVATION 317.3 DATE DRILLED 7/28/89 co o 0 w FEET H 0 (USCS) iu o i- • CU EQUIPMENT _MOBILEB51DRILLRIG . MATERIAL DESCRIPTION . 0 20 Asphalt over 7•50 base CL FILL . ' 43 95.8 24.8 - B4-1 2 - - 1 Medium stiff, moist to wet yellow brown to dark brown Sandy CLAY,with some gravel and asphalt fragments,organic odor - 4 - : Asphalt layer 1.9 to 2 feet B4-2 SM 53 89.6 31.3. TORREY SANDSTONE '' 6 - : . Medium dense to dense, moist to wet • : ' light yellow brown with orange mottling, - :. . Silty to Clayey fine SANDSTONE, . interbedded with Silty CLAYSTONE 8 - - 10 B4-3 :: - Becomes hard, slightly moist at 9 feet / 50/4" - BORING TERMINATED AT 10.3 FEET ( Figure A-4, Log of Test Boring -B 4 '• , PA. 0 ... SAMPLING UNSUCCESSFUL El ... STANDARD PENETRATION TEST I ... DRIVE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. PROJECT NO. 06383-22-01 BORING B 5 oW. DEPTH 0 H I- H' Lii 0 f..ZLL..U) NO ELEV. (MSL) 320 DATE COMPLETED 9/8/99 FEET CD EQUIPMENT INGERSOL RAND A300 CL • MATERIAL DESCRIPTION 2.5° ASPHALT I - 5" BASE - Moist, gray-brown, Clayey SAND and firke GRAVEL2. - - B5-1 ,<XF CL UNDOCUMENTED FILL • - - - ______ Moist, gray to red-brown, Silty CLAY TORREY SANDSTONE B5-2 - 0 CL Moist, orange-gray, Silty CLAY BORING.TERMINATED AT 5 FEET -H • NO GROUNDWATER ENCOUNTERED I I ~ , 1 1.1 11 1 * Figure A-5, Log of Boring B 5 MAGA SAMPLE SYMBOLS 0 ... SAMPLING UNSUCCESSFUL Li ... STANDARD PENETRATION TEST I ... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. PROJECT NO. 06383-22-01 CD BORING B 6 . DEPTH SAMPLE SOIL NO ELEV.(MSL)320 DATE COMPLETED 9/8199 FEET CD EQUIPMENT INGERSOL RAN]) A-300 MATERIAL DESCRIPTION - B6-1 -SW 3.75." ASPHALT - 7.25" BASE • Moist, medium gray, Gravelly, well graded SAND 2 B6-2 CL with some clay UNDOCUMENTED FILL •' - _____ _____ _____ - \ Moist, orange-brown to gray, Silty CLAY, with trace - 4 - CL \ of sand TORREY SANDSTONE Moist, orange-brown to gray, Silty CLAY, with a \ trace ofsand I BORING TERMINATED AT 5 FEET NO GROUNDWATER ENCOUNTERED Ilgure A-b, Log of Boring ii b MAGA SAMPLE SYMBOLS 0 ... SAMPLING UNSUCCESSFUL El ... STANDARD PENETRATION TEST I - .. DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. PROJECT NO. 06383-22-01 BORING B7 zCD - DEPTH SOIL ! SAMPLE NO. z ET FE IN m CLASSELEV. (MSL.) 320 DATE COMPLETED 9/8/99 _j CD EQUIPMENT INGERSOL RANT) A-300 zw—j >_ z cyl 0.. '-' C.) MATERIAL DESCRIPTION 0 "('TP \ 3.5" ASPHALT 4.5" BASE — Damp, dark brown, Clayey, fine to coarse SAND and - .2 - B7-1 CL GRAVEL UNDOCUMENTED FILL •-• /., -__ Moist, brown, Silty CLAY, with atraceof fine sand ,' 4 - CL Moist, light yellow-brown, Silty CLAY - CL T)RREY SANDSTONE - \ Moist, orange-brown, Silty CLAY, with a trace of sand BORING TERMINATED AT 5 FEET NO GROUNDWATER ENCOUNTERED Figure A-7, Log of Boring B 7 MAGN SAMPLE SYMBOLS 0 .. SAMPLING UNSUCCESSFUL IJ ... STANDARD PENETRATION TEST I ... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. ROJECT NO. 06383-22-01 BORING B8 DEPTH SAMPLE 0 0 SOIL cc oJ. !ZLL I— Cn LL. LUX NO. C 0\ ELEV. (MSL.) 320 DATE COMPLETED 9/8/99 j ca FEET EQUIPMENT INGERSOL RAND A-300 S MATERIAL DESCRIPTION - : 3C/GP \. 3.5" ASPHALT CL ASE - - B8-1 Damp, dark brown, Clayey, fine to coarse SAND and - 2 GRAVEL I - CL - UNDOCUMENTED FilL.. - - - Very moist, orange-brown to brown, Silty CLAY, - 4 - CL -trace fmesand ------------------ Moist, orange-brown, Silty CLAY, some fine sand ------ \ TORREY SANDSTONE - - \ Moist, gray to orange-brown, Silty CLAYSTONE • BORING TERMINATED AT 5 FEET • NO GROUNDWATER ENCOUNTERED Figure 4-8, Log of Boring B 8 SAMPLE SYMBOLS ... SAMPLING UNSUCCESSFUL El .. - STANDARD PENETRATION TEST U ....DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE -OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. $ File No. D-4156-WO1 July28, 1988 TEST-PIT 1 ,. 6 /27/88 - ELEVATION DATE DRILLEDU1_W CL ________________ EQUIPMENT MATERIAL DESCRIPTION 0 5.5 - 5-3/4" concrete with wire mesh / CH Ti-i AMPLE 6 .5 Base (Class III) D.G. BULK I TORREY SANDSTONE Stiff,wet, greenish brown CLAY TEST PIT TERMINATED AT 2.5 FEET - TEST PIT Z 0 8.5-10" concrete with wire mesh - T2-1 - CL \\ - ULK A}IPLE 2 1.5-2" (Class III) D.G. 1 FILL S Soft, wet to saturated, greenish brown, H Sandy CLAY with pieces of asphalt etc. - TEST PIT TERMINATED AT 2.5 FEET S.' I •I I II Figure A-8,A-8., Log of Test Pits 1 and 2 0 SAMPLE SYMBOLS _ SAMPLING UNSUCCESSFUL El .....STANDARD PENETRATION TEST I - DRIVE SAMPLE (UNDISTURBED) --DISTURBED OR BAG SAMPLE -CHUNK SAMPLE -WATER TABLE OR SEEPAGE - 04Th ADDS 19C (INI V ATTNF SPFC.IFIC BORING OR TRENCH LOCATION AND September 8, 1989 FILE NO. 0-4411-WO1 Figure A-7, Log of Test Pit TP 1 PA SAMPLE SYMBOLS 0... SAMPLING UNSUCCESSFUL IJ •.. STANDARD PENETRATION TEST I... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS'AT OTHER LOCATIONS AND TIMES. September 8, 1989 FILE NO. D-6411-W01 Figure A-8, Log of Test Pit TP 2 PA SAMPLE SYMBOLS 0 ... SAMPLING UNSUCCESSFUL Ii ... STANDARD PENETRATION TEST I ... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE Y ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOC A T I O N A N D A T T H E DATE INDICATED. IT IS NOT., WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND T I M E S . September 8, 1989 FILE NO. D-4411-WO1 TEST PIT TP3 : >- DEPTH SOIL SAMPLE IN NO. CLASS ELEVATION 317.7 DATE DRILLED 8/2/89 FEET EQUIPMENT 6"DIA.COREDRILL E fl.'s 0 0 MATERIAL DESCRIPTION 0 TP3- i : 6 inch Portland cement concrete J. SM TP3-2 slab FILL Dense, moist, brown Silty medium to coarse SAND with a trace of gravel TEST -PIT TERMINATED AT 16 INCHES Figure A-9, Log of Test Pit TP 3 PAL SAMPLE SYMBOLS ... SAMPLING UNSUCCESSFUL E .... STANDARD PENETRATION TEST I... DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE ... CHUNK SAMPLE ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING' OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.. APPENDIX B LABORATORY TESTING Presented herewith are the results of laboratory testing performed as part of the previous preliminary geotechnical investigation performed for the property. Laboratory tests were performed in accordance with generally accepted test methods of the American Society for Testing and Materials (ASTM) or other suggested procedures. Results of the tests are presented in tabular form herewith. TABLE B-I SUMMARY OF DIRECT SHEAR TEST RESULTS Sample Dry Density Moisture Content Unit Cohesion Angle of Shear . Resistance No. (pci) (%) (psi) (degrees) B32* 100.3 21.9 370 32 B34** 110.1 169 550 24 B91** 103.4 23.5 120.0 20 *Sample taken from 1989 Investigation. "Sample taken from 1999 Investigation. TABLE B-Il SUMMARY OF LABORATORY R-VALUE TEST RESULTS Sample No. Description R-Valtie B21* Dark brown, Sandy CLAY <5. B32** Yellow, Sandy CLAY 5 B71** Brown, Sandy CLAY <5 *Sample taken from 1989 Investigation. **Sample taken from 1999 Investigation. TABLE B-Ill SUMMARY OF LABORATORY CBR TEST RESULTS Sample No. Description CBR 138-1 Yellow, Clayey SAND 2.2 Sample taken from 1999 Investigation. -, 1 TABLE B-IV SUMMARY OF LABORATORY EXPANSION INDEX TEST RESULTS Sample Moisture Content Dry Density Expansion CBC Before Test (%) After Test (%) No. (pet) Index Classification B2-1' 9.9 26.0 109.1 80 Medium Sample taken from 1989 Investigation. J File No. D-4411-WO1 September 8,. 1989 SAMPLE NO. BII 0 0 I- o 2 -J 0 co z 0 0 I- z w 0 w 0. 0.1 0.5 1.0 5.0 10.0 50.0 100.0 APPLIED PRESSURE (ksf) INITIAL DRY DENSITY 113.5 (pcI) INITIAL SATURATION 59.0 (%) 0.5 (kaf) INITIAL WATER CONTENT 9.1 •(%) SAMPLE SATURATED AT CONSOLIDATION CURVE MISSION WEST EXECUTIVE AIRCRAFT CENTER. PARCEL 87-0150-A2 CARLSBAD, CALIFORNIA 0 File-No. D-4411-WO1 September 8, 1989 P.ADlkIA R4-2 i., z 0 I- o 2 -j 0 0 z 0 0. I-. z w 0 cc 0. 0.1 . 0.5 1.0 5.0 10.0 APPLIED PRESSURE (ksf) L INITIAL DRY DENSrr€ 89.6 Cp NITIAL WATER CONTENT 3 1. 3 (5) CONSOLIDATION CURVE MISSION WEST EXECUTIVE AIRCRAFT CENTER . PARCEL 87-0150-A2 CAELSBAD, CALIFORNIA II) 0 71 C' 50.0 100.0 INITIAL SATURATION 92.8 Cs) SAMPLE SATURATED AT 0.5 (kef) III APPENDIX C. •. • RECOMMENDED GRADING SPECIFICATIONS FOR MAGELLAN AVIATION NORTH PALOMAR AIRPORTS . • 0 CARLSBAD, CALIFORNIA 0 • . . PROJECT NO. 06383-22-01 1 0• 0 ç •• . RECOMMENDED GRADING SPECIFICATIONS 1. GENERAL S 1.11 These Recommended Grading Specifications shall be used in conjunction with the Geotechnical Report for the project prepared by Geocon Incorporated. The recommendations contained in the text of the Geotechnical Report are a part of the earthwork and grading specifications and shall supersede the provisions contained - hereinafter in the case of conflict.. 1.2 Prior to the commencement of grading, a geotechnical consultant (Consultant) shall be employed for the purpose of observing earthwork procedures and testing the fills for substantial conformance with the recommendations of the Geotechnical Report and these specifications. The Consultant should provide adequate testing and observation services so / that they may assess whether, in their opinion, the work was performed in substantial conformance with these specifications. It shall' be the responsibility of the Contractor to assist the Consultant and keep them apprised of work schedules and changes so that personnel may be scheduled accordingly. 1.3 It shall be the sole responsibility of the Contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. If, in the opinion of the Consultant, unsatisfactory áonditions such as questionable soil materials, poor moisture condition, inadequate compaction, adverse weather, result in a quality of work not in conformance with these specifications, the Consultant will be empowered to reject the work and recommend to the Owner that grading be stopped until the unacceptable conditions are corrected. 2. DEFINITIONS 2.1 Owner shall refer to the owner of the property or the entity on whose behalf the grading work is being performed and who has contracted with the Contractor to have grading performed. 2.2 Contractor shall refer to the Contractor performing the site grading work. 2.3 Civil Engineer or Engineer of Work shall refer to the California licensed Civil Engineer or consulting firm responsible for preparation of the grading plans, surveying and verifying as-graded topography. . 5 S G1 rev. 10/06 '2.4 Consultant shall refer to the soil engineering and engineering geology consulting firm retained to provide geotechnical services for the project. 2.5 Soil Engineer shall refer to a California licensed Civil Engineer retained by the Owner, who is experienced in the practice of geotechnical engineering. The Soil Engineer shall be responsible for having qualified representatives on-site to observe and test the Contractors 'work' for conformance with these specifications. 2.6 Engineering Geologist shall refer to a California licensed Engineering Geologist retained by the Owner to provide geologic observations and recommendations during the site grading. 2.7 Geotechnical Report shall refer to a soil report (including all addenda) which may include a geologic reconnaissance or geologic investigation that was prepared specifically for the development of the project for which these Recommended Grading Specifications are intended to apply. ' 3. MATERIALS 3.1 Materials for compacted fill shall consist of any soil excavated from the cut areas or imported to the site that, in the opinion of the Consultant, is suitable for use in construction of fills. In general, fill materials can be classified as soil fills, soil-rock fills or rock fills, as defined below. ' S 3.1.1 Soil fills are defined as fills containing no rocks or hard lumps greater than 12 inches in maximum dimension and containing at least 40 percent by weight of material smaller than 3% inch in size. 3.1.2 Soil-rock fills are defined as fills containing no rocks or hard lumps larger than 4 feet in maximum dimension and containing a sufficient matrix of soil fill to allow for proper compaction of soil fill around the rock fragments or hard lumps. as ' specified in Paragraph 6.2. Oversize rock is defined as material greater than 12 • ' inches.- 3.1.3 Rock fills are defined as fills containing no rocks or hard lumps larger. than 3 feet. in maximum dimension and containing little or no fines. Fines are defined as material smaller than 3% inch in maximum dimension. The quantity of fines shall be less than approximately 20 percent of the rock fill quantity. • GI rev. 10/06 I 3.2 Material of a perishable, spongy, or otherwise unsuitable nature as determined by the Consultant shall not be used in fills. 3.3 Materials used for fill, either imported or on-site, shall not contain hazardous materials as defined by the California Code of Regulations, Title 22, Division 4, Chapter 30, Articles 9 and 10; 40CFR; and any other applicable local, state or federal laws. The Consultant shall not be responsible for the identification or analysis of the potential presence of hazardous materials. However, if observations, odors or soil discoloration cause Consultant to suspect the presence of hazardous materials, the Consultant may request from the Owner the termination of grading operations within the affected area. Prior to resuming grading operations, the Owner shall provide a written report to the Consultant indicating that the. suspected materials are not hazardous as defined by applicable laws and regulations. 3.4 The outer 15 feet of soil-rock fill slopes, measured horizontally, should be composed of properly compacted soil fill materials approved .by the Consultant. Rock fill may extend to the slope face, provided that the slope is not steeper. than 2:1 (horizontal:vertical) and a soil layer no thicker than 12 inches is track-walked onto the face for landscaping purposes. This procedure may be utilized provided it is acceptable to the governing agency, Owner and Consultant. . .. . . 3.5 • Samples of soil materials to be used for fill should be tested in the laboratory'. by the Consultant to determine the maximum density, optimum moisture content, and, where appropriate, shear strength, expansion, and gradation characteristics of the soil. 3.6 During grading, soil or groundwater. conditions other than those identified in the Geotechnical Report may be encountered by the Contractor. The Consultant shall be notified immediately to evaluate the significance of the unanticipated condition 4. CLEARING AND PREPARING AREAS TO BE FILLED 4.1 Areas to be excavated and filled shall be cleared and grubbed. Clearing shall consist of complete removal above the ground surface of trees, stumps, brush, vegetation, man-made structures, and similar debris. Grubbing shall consist of removal of stumps, roots, buried logs and other unsuitable material and shall be performed in areas to be graded. Roots and other projections exceeding 1½ inches in diameter shall be removed to a depth of 3 feet below the surface of the ground. Borrow areas shall be grubbed to the extent necessary to provide suitable fill materials. r.v.... .lAIfl 4.2 Any asphalt pavement material removed during clearing operations should be properly disposed at an approved off-site facility. Concrete fragments that are free of reinforcing steel may be placed in fills, provided they are placed in accordance with Section 6.2 or 6.3 of this document. 4.3 After clearing and grubbing of organic matter and other unsuitable material, loose or porous soils shall be removed to the depth recommended in the Geotechnical Report. The depth of removal and compaction should be observed and approved by 'a representative of the Consultant. The exposed surface shall then be plowed or scarified to a minimum depth of 6 inches and until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. 4.4 Where the slope ratio of the original ground is steeper than 5:1 (horizontal: vertical), or where recommended by the Consultant, the original ground should be benched in accordance with the following illustration. TYPICAL BENCHING DETAIL Finish Grade , Original Ground 2 Finish Slope Surface Remove All - Unsuitable Material ' As Recommended By Consultant Slope To Be Such That ;ç Sloughing Or Sliding Does Not Occur Varies 'B 'See Note 1 ,. See Note 2 No Scale DETAIL NOTES: (I) Key width "B" should be ,a minimum of 10 feet, or sufficiently wide to permit complete coverage with the compaction equipment used. The base of the key should be graded horizontal, or inclined slightly into the natural slope. (2) The outside of the key should be below the topsoil or unsuitable surficial material and at least 2 feet into dense formational material. Where hard rock is exposed in the bottom of the key, the depth and configuration of the key may be modified as approved by the Consultant ' 4.5 After areas to receive fill have been cleared and scarified, the surface should be moisture conditioned to achieve the proper moisture content, and compacted as recommended in Section 6 of these specifications. S. COMPACTION EQUIPMENT 5.1 Compaction of soil or soil-rock fill shall be accomplished by sheepsfoot or segmented-steel wheeled rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable compaction equipment. Equipment shall be of such a design that it will be capable of compacting the soil or soil-rock fill to the specified relative compaction at the specified moisture content. 5.2 Compaction of rock fills shall be performed in accordance with Section 6.3. 6. PLACING, SPREADING AND COMPACTION OF FILL MATERIAL 6.1 Soil fill, as defined in Paragraph 3.1.1, shall be placed by the Contractor in accordance with the following recommendations: 6.1.1 Soil fill shall be placed by the Contractor in layers that, when compacted, should generally not exceed 8 inches. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to obtain uniformity of material and moisture in each layer. The entire fill shall be constructed as a unit in nearly level lifts. Rock materials greater than 12 inches in maximum dimension shall be placed in accordance with Section 6.2 or 6.3 of these specifications. 6.1.2 In general, the soil fill shall be compacted at a moisture content at or above the optimum moisture content as determined by ASTM D 1557-02. 6.1.3 When the moisture content of soil fill is below that specified by the Consultant, water shall be added by the Contractor until the moisture content is in the range specified. • 6.1.4 When the moisture content of the soil fill is • above the range specified by the Consultant or too wet to achieve proper compaction, the soil fill shall be aerated by the Contractor by blading/mixing, or other satisfactory methods until the moisture content is within the range specified. 6.1.5 After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted by the Contractor to a relative compaction of at least 90 percent. Relative compaction is defined as the ratio (expressed in percent) of the in-place dry density of the compacted fill to the maximum laboratory dry density as. determined in accordance with ASTM D 1557-02. Compaction shall becontinuous over the entire area, and compaction equipment shall make sufficient passes so that the specified minimum relative compaction has been achieved throughout the entire fill. 6.1.6 Where practical, soils having an Expansion Index greater than 50 should be placed at least 3 feet below finish pad grade and should be compacted at a moisture content generally :.2 to 4 percent greater than the optimum moisture content for the material. 6.1.7 Properly compacted soil fill shall extend to the design surface of fill slopes. To achieve proper compaction, it is recommended that fill slopes be over-built by at least 3 feet and then cut to the design grade. This procedure is considered preferable to track-walking of slopes, as described in the following paragraph. 6.1.8 As an alternative to over-building of slopes, slope faces may be back-rolled with a heavy-duty loaded sheepsfoot or vibratory roller at maximum 4-foot fill height intervals. Upon completion, slopes should then be track-walked with a D-8 dozer or similar equipment, such that a dozer track covers all slope surfaces at least twice. 6.2 Soil-rock fill, as defined in Paragraph 3.1.2, shall be placed by the Contractorin accordancà with the following recommendations: 6.2.1 Rocks larger than 12 inches but less than 4 feet in maximum dimension may be incorporated into the compacted soil fill, but shall be limited to the area measured, 15 feet minimum horizontally from the slope face and 5 feet below finish grade or 3 feet below the deepest utility, whichever is deeper. 6.2.2 Rocks or rock fragments up to 4 feet in maximum dimension may either be individually placed or placed in windrows. Under certain conditions, rocks or rock fragments up to 10 feet in maximum dimension may be placed using similar methods. The acceptability of placing rock materials greater than 4 feet in maximum dimension shall be evaluated during grading as specific cases arise and shall be approved by the Consultant prior to placement (itrv. WI(hç 6.2.3 For individual placement, sufficient space shall be provided between rocks to allow for passage of compaction equipment. 6.2.4 For windrow placement, the rocks should be placed in trenches excavated in - - properly compacted soil fill. Trenches should be approximately 5 feet wide and - - 4 feet deep in. maximum dimension. The voids around and beneath rocks should be filled with approved, granularsoil having a Sand Equivalent of 30 or greater and • should be compacted by flooding. Windrows may also be placed utilizing, an "open-face" method in lieu of the trench procedure, however, this method should - - first be approved by the Consultant. , 6.2.5 Windrows should generally be parallel to each other and may be placed either - parallel to or perpendicular to the face of the slope depending on the site geometry. The minimum horizontal spacing for windrows shall be 12 feet center-to-center - with a 5-foot stagger or offset from lower courses to next overlying course. The minimum vertical spacing between windrow courses shall be 2 feet from the top of a lower windrow to the -bottom of the next higher windrow. . .. 6.2.6 Rock placement, fill placement and 'flooding of approved granular soil in the windrows should be continuously observed by the Consultant. - 6.3 'Rock fills, as defined in Section 3.1.3, shall be placed by the Contractor in accordance with the following recommendations: 6.3.1 The base of the rock fill shall be placed on a sloping surface (minimum slope of 2 percent). The surface shall slope toward suitable subdrainage outlet facilities. The rock fills shall be provided with subdrains during construction so that a hydrostatic pressure buildup does not develop. The subdrains 'shall be permanently connected to controlled drainage facilities to control post-construction infiltration of water. 6.3.2 Rock fills shall be placed in lifts not exceeding .3 feet. Placement shall be by rock ' trucks traversing 'previously placed lifts and dumping at the edge of the currently placed lift. Spreading of the rock fill shall be by dozer to facilitate seating of the rock. The rock -fill shall be watered heavily during placement. Watering shall ' consist of water trucks traversing in front of the current rock lift face and spraying water - continuously during rock' placement. Compaction equipment with compactive energy comparable to or greater than that of a 20-ton steel vibratory -- roller or other compaction equipment providing suitable energy to 'achieve the 1n,n required compaction or deflection as recommended in Paragraph 6.3.3 shall be utilized. The number of passes to be made should be determined as described in Paragraph 6.3.1 Once a rock fill lift has been covered with soil fill, no additional rock fill lifts will be permitted over the soil fill. 6.3.3 Plate bearing tests, in accordance with ASTM D 1196-93, may be performed in both the compacted soil fill and in the rock fill to aid in determining the required minimum number of passes of the compaction equipment. if performed, a minimum of three plate bearing tests should be performed in the properly compacted soil fill (minimum relative compaction of 90 percent). Plate bearing tests shall then be performed on areas of rock fill having two passes, four passes and six passes of. the compaction equipment, respectively. The number of passes required for the rock fill shall be determined by comparing the results of the plate bearing tests for the soil fill and the rock fill and by evaluating the deflection variation with number of passes. The required number of passes of the compaction equipment will be performed as necessary until the plate bearing deflections are equal to or less than that determined for the properly compacted soil fill. In no case will the required number of passes be less than two. 6.3.4 A representative of the Consultant should be, present 'dUring rock fill operations to observe that the minimum number of "passes" have been obtained, that water is being properly applied and that specified procedures are being followed. The actual number of plate bearing tests will be determined by the Consultant during grading. 6.3.5 Test pits shall be excavated by the Contractor so that the Consultant can state that, in their opinion, sufficient water is present and that voids between large rocks are, properly filled with smaller rock material. In-place density testing will not be required in the rock fills. 6.3.6 To reduce the potential for "piping" of fines into the rock fill from overlying soil fill material, a 2-foot layer of graded filter material shall be placed above the uppermost lift of rock fill. The need to place graded filter' material below the rock should be determined by the Consultant prior to commencing grading. The gradation' of the graded filter, material will be determined at the time the rock fill is being excavated. Materials typical of the rock fill should be submitted to .the Consultant in a 'timely manner, to allow design of the graded filter prior to the commencement of rock fill placement. 6.3.7 'Rock fill placement should be continuously observed during placement by the Consultant. - 1 GI rev. 10/06 7. OBSERVATION AND TESTING 7.1 The Consultant shall be the Owner's representative to observe and perform tests during clearing, grubbing, filling, and compaction operations. In general, no more than 2 feet in vertical elevation of soil or soil-rock fill should be placed without at least one field density test being performed within that interval. In addition, a minimum of one field density test should be performed for every 2,000 cubic yards of soil or soil-rock fill placed and compacted. 7.2 The Consultant should perform a sufficient distribution of field density tests of the 'compacted soil or soil-rock fill to provide a basis for expressing an opinion whether the fill material is compacted as specified. Density tests shall be performed in the compacted materials below any disturbed surface When these tests indicate that the density of any layer of fill or portion thereof is below that specified, the particular layer or areas represented by the test shall be reworked until the specified density has been'achieved. 7.3 During placement of rock fill, the Consultant should observe that the minimum number' of passes have been obtained per the criteria discussed in Section 6.3.3. The Consultant should request the excavation of observation pits and may perform' plate bearing tests on the placed rock fills. The observation pits will be excavated to provide a basis for expressing an opinion as to whether the rock fill is properly seated and sufficient moisture has been applied to, the material. When observations indicate that a layer of rock fill or any portion thereof is below that specified, the affected layer or area shall be reworked until the rock fill has been adequately seated and sufficient moisture applied. 7.4 A settlement monitoring program designed by the Consultant may be conducted in areas of rock fill placement. The specific design of the 'monitoring program shall be as recommended in the Conclusions and Recommendations section of the project Geotechnical Report or 'in the final report of testing and observation services performed during grading. 7.5 The Consultant should observe the placement of subdrains, to verify that the drainage devices have been, placed and constructed in substantial conformance ,with project specifications. 7.6 Testing procedures shall conform to the following Standards as appropriate:' ' (Urem. lfllnic' 7.6.1 Soil and Soil-Rock Fills: 7.6.1.1 Field Density Test, ASTM D 1556-02, Density of Soil In-Place By the Sand-Cone MethoL , . •. 7.6.1.2 Field Density Test, Nuclear Method, ASTM D 2922-01, Density of Soil and Soil-Aggregate In-Place by Nuclear Methods (Shallow Depth). 7.6.1.3 Laboratory Compaction Test, ASTM D 1557-02, Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10-Pound Hammer and 18-Inch Drop. 7.6.1.4. Expansion Index Test, ASTM D 4829-03, Expansion index Test. 7.6.2 Rock Fills / 7.6.2.1 Field Plate Bearing Test, ASTM D 1196-93 (Reapproved 1997) Standard Method for Nonreparative Static Plate Load Tests of Soils and Flexible Pavement Components, For Use in Evaluation and Design of z Airport and Highway Pavements. 8. PROTECTION OF WORK -, 8.1 During construction, the Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. Drainage of surface water shall be controlled to avoid damage to adjoining properties or to finished work on the site. The Contractor shall take remedial measures to prevent erosion of freshly. graded areas until such time as permanent drainage and erosion control features have been installed. Areas subjected to erosion or sedimentation shall be properly prepared in accordance with the Specifications prior to placing additional fill or structures. .8.2 After completion of grading as observed and tested by the Consultant, no further excavation or filling shall be conducted except in conjunction with the services of the • Consultant. •• S GI rev. 10/06 9. CERTIFICATIONS AND FINAL REPORTS 9.1 Upon completion of the work, Contractor shall furnish Owner a certification by the Civil. Engineer stating that the lots and/or building pads are graded to within 0.1 foot vertically of elevations shown on the grading plàñ and that all tops and toes of slopes are within 0.5 foot horizontally of the positions shown on the grading plans. After installation of.a section of subdrain, the project Civil Engineer should survey its location and prepare an as-built plan of the subdrain location. The project Civil Engineer should verify the proper outlet for the subdrains and the Contractor should ensure that the drain system is free of obstructions. 9.2 The Owner is responsible for furnishing a final as-graded soil and geologic report, satisfactory to the appropriate governing or accepting agencies. The as-graded report should be prepared and signed by a California licensed Civil Engineer experienced in geotechnical engineering and by a California Certified Engineering Geologist, indicating that the geotechnical aspects of the grading were performed in substantial conformance with the Specifications or approved changes to the Specifications. I II 77 LIST OF REFERENCES Blake, T. F., EQFAULT, A Computer Program for the Deterministic Prediction of Peak Horizontal Acceleration from Digitized California Faults, User's Manual, 1989a, 'p. 79 (Revised 1993). Geocon Incorporated, Geotechnical Investigation for Mission West Executive Aircraft Center, / Parcel 87-0150-A2, Palomar Airport, Carlsbad, California, September 8, 1989. Geocon Incorporated, Geotechnical Investigation for Mission West Leasehold, Palomar Airport, Carlsbad, California, July 28, 1988. ' Seed, H. B. and I. M. Idriss, Ground Motions and Soil Liquefaction During Earthquakes: EERI Monograph Series, Berkeley, .California, 1982. United States Geological Survey, 7.5 Minute Quadrangle Series, San Luis Rey Quadrangle, 1968, photorevised 1975. ' United States Department of Transportation, Federal Aviation Administration, Airport Pavement Design and Evaluation, December 7, 1978. Unpublished reports, aerial photographs, and maps on file with Geocon Incorporated. APPROX. PROJECT LIMITS / / I FILL SOIL r LINP L41PFtLi CLEAR LINE OF # N Qddfl: J* I VERIFIED TO OF NATU , IN PANEL f;.M 6VE N - - /1 \2 ING /1 ...../ / Qudfl ** 9 PALOMAR AIRPORT ROAD EXISTING CURB_____ SIGNAGE WALL LOCKUR .; 185 9 --22OO LEASE LINE GCTER / (25Mm) / 36 LEVEL ,/1 GATE FOR ACCESS FEN 46228 0 111W ____________ _______ - - 46755 Nb ?W / /PAD / / .... .. ------ ------ --- 1 I )I 88.09 T r' I I II I I ,. / •__ - I 1100 Mimi I I if j I 'V HARINTON MECHANICAL DESIGN INC. H.V.A.C. AND PLUMBING DESIGN TITLE 24 COMPLIANCE SUMMARY PROJECT: MAGELLAN AVIATION NORTH I. THE FOLLOWING ITEMS SHOULD BE COMPLETED TO ACCOMODATE THE BUILDING INSPECTION PROCESS (COMPLETE ITEMS AS REO'D ON BOTH THE PAGES OF THE REPORT AND THE IMPRINTED COPIES ON THE DRAWINGS: . THE ARCHITECT, OWNER, OR GENERAL CONTRACTOR SHOULD SIGN, LIST LICENSE NO., SHOW THE DATE AND INDICATE THE DRAWING NUMBER FOR THE LOCATION OF THE MANDATORY MEASURES AT ENVELOPE COMPLIANCE ON PART 1 OF PERF-1. ELECTRICAL TITLE 241S NOT INCLUDED IN THIS REPORT PLEASE NOTE THE FOLLOWING MINUMUM BUILDING FEATURES FOR TITLE 24 COMPLIANCE: EXTERIOR WALLS: RI3 METAL FRAME WALLS, R13 METAL FRAME WALLS WITH 5.5 IN. CONCRETE, AND SPANDREL GLASS WALLS WITH RI3 INSULATION BEHIND THE GLASS . INTERIOR WALLS ADJACENT TO UNCONDITIONED SPACE: RI3 METAL FRAME WALLS ' ROOF: R-30 INSULATION AT UNDERSIDE OF ROOF FOR BLDG. ABCD-FBO, AND RI9 INSULATION AT UNDERSIDE OF ROOF FOR BLDG. D 0 GLAZING: BLDG ABCD-FBO: STRUCTURAL GLASS = 1 V4" DUAL GREEN WITH SHGC OF 0.35 FRAME GLASS = DUAL GREEN REFLECTIVE WITH SHGC OF. 0.18 BLDG D: FRAME GLASS = DUAL GREEN REFLECTIVE WITH SHGC OF 0.25 PLEASE NOTE THIS IS AN "ENVELOPE ONLY" TITLE 24 WITH NO MECHANICAL EQUIPMENT 0• 3. IF THERE IS A CONFLICT WITH ANY OF THIS INFORMATION OR IF YOU HAVE ANY QUESTIONS AT • 0 ALL PLEASE CALL ME AT 858-435-4803 31742 LOMA LINDA RD., TEMECULA CA k5A TEL: 858-435-481 . 858-435-4843 0 Title 24 Report for: .MAGELLAN AVIATION NORTH BLDG. 1 2006 PALOMAR AIRPORT RD CARLSBAD, CA 92008 Project Designer: . H2A ARCHITECTS . . . . 2194CARMEL VALLEY RD DEL MAR, CA 92014 . Report, Prepared By: Tom Harinton HARINTON MECHANICAL DESIGN INC 31742 Loma Linda St. . Ternecula, CA 92592 S (858) 435-4803 . . . . . Job Number: Date: 4/27/2007 .5 • S The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. S EnergyPro 4.2 by EnergySolt Job Number: . S User Number: 4945 TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms 1. EriergyPro 4.2 by EnergySoft '. Job Number. . User Number: 4945 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1I PROJECT NAME DATE --MAGELLAN AVIATION NORTH BLDG. 1 4/27/2007 PROJECT ADDRESS 2006 PALOMAR AIRPORT RD CARLSBAD PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Building Permit # 1-12A ARCHITECTS DOCUMENTATION AUTHOR TELEPHONE Checked by/Date HARLNTON MECHANICAL DESIGN INC (858) 4354803 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 12,255Sq.Ft. CLIMATE ZONE S 7 BUILDING TYPE [ NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION J NEW CONSTRUCTION ADDITION EXISTING + ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation Is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE Tom Harinton cU.L 4-27-07 The Principal Designer hereby certifys that the proposed building design representea in'tnis set or construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140,142, 143 or 149 of Title 24, Part 6. ENV.LTG.MECH. IX] 1 [Ii 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to -- sign this document, as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect. [1 ri I1 2. I affirm that I am eligible under the provisions Of Division 3 of the Business and Professions Code Section - - - 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. [1 P1 3. I affirm that I am eligible under Division 3 of the Business and Professions'Code to sign this document - because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures ENV-1 RequiredForms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE 1-12A ARCHITECTS LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting ComplianceNotInTheScopeOf • ThisSubmittal Required Forms PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures MechanicalComplianceNotIntheScopeOf S Required Forms This Submittal .5 PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE S LIC. NO. DATE I EnergyPro 4.2 by EnergySoft User Number: 4945 Job Number: Paqe:3 of 7 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF- PROJECT NAME DATE MAGELLAN AVIATION NORTH BLDG. 1 1 .4/27/2007 ANNUAL TDV ENERGY USE SUMMARY (kBtulsgft-yr) Standard Proposed Compliance ENERGY COMPONENT Design Design Margin Itfl an . . ..... .Proposo _•• Space Heating 2.02 2.09 -0.07 ... . Space Cooling 104.44 107.24 -2.80 lj Indoor Fans 36.67 32.57 4.10 Heat Rejection 0.00 0.00 . 0.00 "''°" Pumps & Misc. 0.00 0.00 0.00 . Domestic Hot Water . 0.00 0.00 0.00 C Lighting 7280 7280 000 Receptacle 83.94 83.94 0.00 . ... Process 0.00 0.00 0.00 '° . . ... . . 0 I')20 '' 140 q6O ic co. 80 100 LiiJ0yr............... -. TOTALS: 299.88 298.64 1.24 - Percent better than Standard: . 0.4% ( 0.4% excluding process) Building Orientation Number of Stories Number of Systems Number of Zones (N) 0 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type L 12,255 10,000 5,959 Natural Gas sqft. sqft. sqft. 2 2 6 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 1,608 sqft. 1,320 sqft. 82.1% Left Elevation (E) 1,302 sqft. 541 sqft. 41.6% Rear Elevation (S) 3,096 sqft. 1,639 sqft. 52.9% Right Elevation (W) Total Roof 714 6,720 I 6,2961sqft. sqft. sqft. 361 3,861 E:::::;21 sqft 'sqft. sqft. 50.6% 57.5% I i1 Standard Proposed Lighting Power Density 1.200 w/sqft. 1.200 W/sqft. - Prescriptive Env. Heat Loss 3,903 Btu/h 3,663 Btu/h Prescriptive Env. Heat Gain 275,022 Btu/h.F 277,027 Btulh-F Remarks: Standard Building (Compliance) 2 EnergyPro 4.2 by EnergySoft user Number: 4945 Job Number: - Page:4 of 7 'ERFORMANCECERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 PROJECT NAME MAGELLAN AVIATION NORTH BLDG. 1 DATE 4/27/2007 ZONE INFORMATION System Name Zone Name • Occupancy Type Floor Area (sqft.) Inst. LPD (WIsf)1 Ctrl. Credits (Wlsf)2 Ajioweci LPD Proc. Loads (W!sf) Area 4f)3 Tailored BLDG A OFFICE A-2 Second Floor . Office 1,220 *1201 - - .A-i First Floor OFfice 1,172 *1201 A Uncond Zone Commercial, Industrial Storage 5,000 0.00 BLDG FBO FBO-2 Second Floor Office 5,076 *1201 FBO-1 First Floor Office 4,787 *12() FBO Uncond Zone Commercial, Industrial Storage 5,000 0.001 Notes: 1. See LTG-2-C 2. See LTG-4-C 3. See LTG-5-C 4. See LTG-6-C (items marked with asterisk, see LTG-2 -C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST 11W IU,l eIIIUlWIIIeIIL d9e11 y snouiu pay speciai attention to me items specuitea in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System 'iCarrier 25HBR3-60IFC4D-060 is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. t nu uuupuunau matures uisteu in mis perrormance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Siunature or Stamo pun initiation lIme: .04121107 09:28:49 Run Code: 1177691329 [ EnergyPro 4.2 by ErtergySoft -- - User Number:4945 Job Number: Paoe:5 of 7 CERTIFICATE OF COMPLIANCE ENV-1-C PROJECT NAME . DATE MAGELLAN AVIATION NORTH BLDG. 1 4/27/2007 # Surface Type Area U-Fac. Insulation Cay. Cont. Act. Am. Tilt Cond: Status Joint Appendix. IV Reference Location I Comments j Drjg 152 0.361 None R-0.0 0 90 New 15-Al A-2 Second Floor (faces A Uncond room) 2 Roof 1,220 0.036 R-30 R-0.0 0 0 New 02-A9 A-2 Second Floor 3 Wall 100 0.217 R-13 R-0.0 270 90 New 11-A3 A-2 Second Floor 4 Wall 150 0.217 R-13 R-0.0 180 90 New 11-A3 A-2 Second Floor 5 Demising 688 0.217 R-13 R-0.0 0 90 New 11-A3 A-2 Second Floor (faces A Uncond room) 6 Wall 304 0.217 R-13 R-0.0 90 90 New il-A3 A-2 Second Floor 'T Wall 220 0.171 None R-13.0 270 90 New 13-05 A-i First Floor Wall 90 0.171 None R-13.0 180 90 New 13-05 A-i First Floor Demising . 700 0.217 R-13 R-0.0 0 90 New 11-A3 A-i First Floor (faces A Uncond room) 10 Wall 424 0.171 None R-13.0 90 90 New 13-05 A-i First Floor ii Wall . 33 0.125 None R-13.0 90 . 90 New 15-A2 FBO-2 Second Floor. 12 Wall 33 0.125 None R-13.0 270 90 New . 15-A2 FBO-2 Second Floor i Y Wall 96 0.125 None R-13.0 180 90 New 15-A2 FBO-2 Second Floor 14 Wall 48 0.134 None R-13 180 90 New 15-A1O FBO-2 Second Floor 15 Wall 96 0.125 None 'R-13.0 0 90 New 15-A2 FBO-2 Second Floor 16 Wall 48 0.134 None R-13.0 0 90. New 15-A10 FBO-2 Second Floor 17 Demising 21856 0.217 R-13 R-'0.0 0 90 New . 11-A3 FBO-2 Second Floor (faces FBO Uncond room) 18 Roof 4,884 0.036 R-30 R-0.0 0 0 New 02-A9 FBO-2 Second Floor 19 Wall 0 0.125 None R-13.0 0 90 New 15-A2 FBO-1 First Floor .20 Wall - 0 0.125 None R-13.0 0 90 New 15-A2 FBO-1 First Floor I FENESTRATION SURFACES flMore than or equal to 10.000 sq.ft. of site-built fenestration area must Include a label certificate either Issued by NFRC or provide a CEC Default Label certificate using the default (i-factors from Standards Thtn I IS-A and P (n.tfi,-afn shall ha Part in 1h. nnl,n,-ln,'r ,,nia.-1 nffl,.a .i, . • 1.. . ! Type Ar.JU-Fac.1 8HGC2 Act. Am.Stat. Cond. - - Glazing Type Location! Comments - .1. Window Right ( 18b 0.710 116-A 0.18 COG 270 New Magellan North G2 A-2 Second Floor 2 Window Rear (S) 2701 0.710 116-A 0.18 COG 180 New Magellan North G2 A-2 Second Floor 3 Window Left (E) 70 0.710 116-A 0.18 COG 90 New Magellan North G2 . A-2 Second Floor 4 Window Right L . 60 0.710 116-A 0.18 COG 270 New Magellan North G2 . A-I First Floor 5 Window Rear (5) -33010.7 116-A 0.18 COG 180 New Magellan North G2 A-i First Floor 6 Window Left (E) 150 0.710 116-A 0.18 COG 90 New. Magellan North G2 A-i First Floor 7 Window Left (E) 121 0.710 116-Al 0.18 COG 90 New Magellan North G2 FBO-2 Second Floor B Window Right (W) .121 0.710 116-A 0.18 COG 270 New Magellan North G2 F130-2 Second Floor 9 Window Rear (S) _10.71 116-A 0.18 COG 180 New . Magellan North G2 FBO-2 Second Floor 10 Window Rear (5) 176 0.710 116-A 0.35 COG 180 New MAGELLAN NORTH Gi FBO-2 Second Floor Ii Window Front (N) 3521071 116-A 0,18 COG 0 New NU North G2 FBO-2 Second Floor 12 Window Front (N) 176 116-A 0.35 COG 01 New MAGELLAN NORTH Gi FBO-2 Second Floor 13 Skyhght Front (N) 1921 1.3001116- 0.60 116-B 01 New 9lI4J - dual-metal-frosted FBO-2 Second Floor 1• , yea. , .m aaie u,,na aaaiaa, ada si-i I.,eldun I 00W 11am inn #P..M anuai ppenaix, NI-KL Laselea value. 21 SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # 1 Exterior Shade Type . one SHGC 0.76 Window Hgt. Wd. 10.0 10.0 Overhang Left Fin Right Fin - Len. Hgt. LExt.RExt. 0.0 0.0 0.0 0.0 Dist. Len. HgDist. Len. _Hgt. 2 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 3 None ' 0.76 10.0 10.0 0.0 0.0 0.0 0.0 4 None . 0.76. 10.0 10.0 0.0 0.0 0.0 0.0 5 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 L. None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 8 None . 0.76 10.0 10.0 0.0 0.0 0.0 0.0 9 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 10 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 11 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 12 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 13 None 1.00 IMINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES . .ld0d0ap0I.0 will, Poor area greater man zo,uuu aqua caning netgnt greater than 15 feet and a LPD for general lighting of at least 0.5 Wlsq.ft. If this box Is checked, ENV-4-C must be filled out when submitting udder the Prescxlptive Compliance Approach. I_!!s!Pro 4.2 by EnergySoft User Number: 4945 Job Number: Pae:6 of 7 1 CERTIFICATE OF COMPLIANCE . . ENV-1-C PROJECT NAME DATE MAGELLAN AVIATION NORTH BLDG. 1 4/27/2007 (OPAQUE SURFACES Surface Type Area U-Fac. Insulation Cay. Cont. Act. Am. Tilt Cond Status Joint Appendix IV Reference Location! Comments 21 Wall 0 0.134 None R-13.0 0 90 New 15-A1O FBO-1 First Floor 22 WaIl 0 0.134 None R-13.0 0 90 New 15-A10 FBO-1First Floor 23 WaIl_____ i.&7 0.134 None R-13.0 180 90 New 15-A1O FBO-1 First Floor 24 Wall 60 0.125 None R-13.0 0 90 New 15-A2 FBO-1 First Floor 25 Demising 2,856 0.217 R-13 R-0.0 0 90 New 11-A3 FBO-1 First Floor (faces FBO Uncond rooiJ_ 26 Wall - 84 0.134 None R-13.0 0 90 New 15-A10 FBO-1 First Floor - N. L. 6, N New, uxisting, Altered, Nemoved) IFENESTRATION SURFACES . flMore than or equal to 10.000 sq.ft. of site-built fenestration area must Include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from Standards Table 116.A and 6 (rirlifr.nln rihall ha Clad in IhA rinnlrnrini'ri nrniri,t nfflin Ii inn —1— ii— nnd in ih, 6, ,il,ijnn ,nnnnnfCi,'nnf,,'nnnln,,'linn #. Type Area U-Fac. SHGC2 Act. Am. Cond. Stat. - - Glazing Type Location! Comments 14 Window Front (N) 55 0,710 116-A 018 COG 0 New MagellanNorth G2 FBO-1 First Floor 15 Window Front (N) 55 0.710 116-A 0.18 COG 0 New MagellanNorthG2 - FBO-1 First Floor 16 WindowFront(N) 77 0.710 116-A 0.35 COG 0 New MAGELLANNORTHG1 FBO-1 First Floor 17 WindowFront(N) _- 77 0.710 116-A 0.35 COG 0 New ML!AN NORTH G1 FBO-1 First Floor 18 Window Rear (S) 137 0.710 116-A 05 COG 180 New MALLN NORTH G1 FBO-1 First Floor 19 WinClow Rear (S)_ 220 0.710 116-A 035 COG 180 New MA&t9!AN NORTH G1 FBO-1 First Floor .20 Window Rear (S) 154 0.710 116-A 0.35 COG 180 New MAt[JAN NORTH G1 FBO-1 First Floor 21 Window Front(N) 220 0.710 116-A 0.18 COG 0 New MUI NorthG2 ' FBO-1 First Floor 22 Window Front (Ni 308 0.710 116-A 035 COG 0 New MAGELLAN NORTH Gi FBO-1 First Floor structural 1.1-factor type: 116-A Default Table from Standards, Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIORSHADING # ExteriorShadeType SHGC Window Hgt.Wd. Overhang LeftFin Rigjit Fin Len. Hgt.LExt.RExt. Dist. Len. Hg ._ Dist.Len.Hg . L 14 None 0.76 10.010.0 0.00.00.00.0 - 15 None 0.76 10.010.0 0.00.00.00.0 16 None _. 0.76 10.010.0 0.00.00.00.0 17 None _. 0.76 10.010.0 0.00.00.00.0 18 None 0.76 11.010.0 13.00.04.04.0 19 None _. 0.76 11.010.0 5.00.04.0 ._4.0 20 None . 0.76 10.010.0 0.00.00.00.0 21 None 0.76 10.010.0 0.00.00.00.0 22 None 0.76 10.010.0 0.0 0.0 0.0 0.0 IMUJIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least 0.5 Wlsqit. if this box Is checked, ENV-4-C must be filled out when submitting under the prescriptive Compliance Approach. I EnergyPro 4.2 by EnergySoft User Number: 4945 Job Number: Page:7 of 7 TITLE 24 REPORT -J Title 24 Report for: MAGELLAN AVIATION NORTH BLDG. 2, 2006 PALOMAR AIRPORT RD CARLSBAD, CA 92008. Project Designer: 1-12A ARCHITECTS .2194 CARMEL VALLEY RD S 'DEL MAR, CA 92014 Report Prepared By: . Tom Harinton HARINTON MECHANICAL DESIGN INC: 31742 Loma Linda St. Temecula, CA 92592 (858)435-4803 Job Number:: S Date . . 4/27/2007 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.2 by EnergySolt Job Number: User Number: 4945 I IPERFORMANCE' CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PROJECT NAME DATE MAGELLAN AVIATION NORTH BLDG. 2 4/27/2007 PROJECT ADDRESS 2006 PALOMAR AIRPORT RD CARLSBAD PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Building Permit # 1-12A ARCHITECTS DOCUMENTATION AUTHOR TELEPHONE Checked by/Date HARINTON MECHANICAL DESIGN INC (858) 435-4803 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS -- BUILDING CONDITIONED FLOOR AREA 2,375Sq.Ft. CLIMATE ZONE 7 BUILDING TYPE Xl NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION IX] NEW CONSTRUCTION JJ ADDITION EXISTING + ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation Is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE I 4 / / DATE Tom Harinton 4-27-07 The Principal Designer hereby. certitys that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. X [1 j 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect. [1 [] j 2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section - 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. [] 3. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this dàcument -- because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures . ENV-1 Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE 1-12A ARCHITECTS LIGHTING COMPLIANCE . Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance NOt In The Scope Of iisSubrnittaI Required Forms PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Mechanical Compliance Not In the Scope Of Required Forms This Submittal PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE LIC. NO. DATE EnergyPro 4.2 byEriergySoft User Number: 4945 Job Number: Page:3 of 6 1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-1 PROJECT NAME . DATE MAGELLAN AVIATION NORTH BLDG. 2 4/27/2007 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sgft-yr) Standard Proposed Compliance ENERGY COMPONENT Design Design Margin fl.i.çiarn - . Space Heating 5.93 4.92 1.01 . 106.94 95.52 11.43 -- Space Cooling Indoor Fans 49.10 37.12 11.99 Wwr Fm. 0.00 0.00 0.00 !''"" Heat Rejection 0.00 0.00 o.00 Pumps & Misc. 0.00 0.00 0.00 Domestic Hot Water 72.80 72.80 0.00 Lighting . 83.94 83.94 0.00 Rpu 1 Receptacle . Process p 2? 30.4fl !: :,ro (.1OO 0.00 0.00 0.00 (I TOTALS: . 318.72 294.29 24.42 ._..........:L ...-. . 7.7% ( 7.7% excluding process) Percent better than Standard: Building Orientation Number of Stories Number of Systems Number of Zones (N) 0 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type 2,375 sqft. sqft. sqft. . 2 5,000 i 1,383 3 Natural Gas Orientation Front Elevation (N) Left Elevation (E) Rear Elevation (S) Right Elevation (W)l Total . . Roof . Gross Area sqft. sqft. sqft. sqft. sqft. Glazing Area sqft. sqft. sqft. sqft. I olsqft. Glazing Ratio 952 450 47.3% 1,036 285 27.5% 0 0 0.0% 0 0 0.0% 1,988 735 sqft. 1jsqft. Standard Proposed Lighting Power Density 1.200 w/sqft. 1.200 W/sqft. Prescriptive Env. Heat Loss 1. 111 Btu/h 830 Btu/h Prescriptive Env. Heat Gain 62,618 Btu/h-F 47,062 Btu/h-F Remarks: Standard Building (Compliance) I EnergyPro 4.2 by EriergySoft User Number: 4945 Job Number: Page:4 of 6 1PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-11 PROJECT NAME MAGELLAN AVIATION NORTH BLDG. 2 16ATE 1 4/27/2007 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W!sf)1 CDI. Credits (W/sf)2 Allowed LPD Proc. Loads (W/sU Area JL3 Tailored BLDG 2 Second Floor Office 992 *1201 First Floor Office .1,383 *1.201 D Uncond Zone Commercial, Industrial Storage 5,000 0.001 / Notes: 1. See LTG-2-C 2. See LTG-4-C 3. See LTG-5-C 4. See LTG-6-C (items.marked with asterisk, see LTG-2 -C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System "I Carrier 25HBR3-60/FC4D-060" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. The exceptional features listed In this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Slanature or Stamo I EnergyPro 4.2 by,EnergySoft User Number: 4945 Job Number: Page:5 of 6 1 ICERTIFICATE OF COMPLIANCE . ENV-1-CI ]PROJECT NAME DATE MAGELLAN AVIATION NORTH BLDG. 2 4/27/2007 IOPAQUE SURFACES # Surface Type Area . U-Fac. Insulation Cay. Cont. Act. Am. Tilt Cond Status Joint Appendix IV Reference Location I Comments 1 Roof 1,383 0.051 R-19 R-0.0 0 0 New 02-A5 Second Floor 2 Wall 162 0.217 R-13 R-0.0 0 90 New 11-A3 Second Floor .3 Wall 80 0.217 R-13 R-0 45 90 . New 11-A3 Second Floor 4 Demising 1,092 0.217 R-13 R-0.0 0 90 New 11-A3 Second Floor (faces D Uncond room) 5 Wall 275 0.217 R-13 R-0.0 90 90 New 11-A3 Second Floor 6. Wall 162 0.171 None R-13.0 0 90 New 13-05 First Floor 7 Wall 98 0.171 None R-13.0 45 90 New 13C5 First Floor 8 Demising 1,092 0.217 R-13 R-0.0 0 90 New 11-A3 First Floor (faces D Uncond room) 9 Wall 476 0.171 None R-13.0 90 90 New 13-05 First Floor - N, c. A, N (NEW, uxisting, Altered, Removed) FNESTRATION SURFACES Ff More than or equal to 10,000 sq.fi. of site-built fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from I Standards Table 116-A and B. Certificate shall be tiled in the contractor's project office during construction and in the building mananer's nffie after nnnsln,niinn # 1yp____________ Area U-Fac1 SHGC2 Act. Azrn Cond. Stat. - Glazing Type Location! Comments 1 Window Front (N) 90 0.710 116A 0.25 COG 0 New Magellan North G3 Second Floor 2 Window Front (NE) 144 0.710 116-A 0.25 COG 45 New Magellan North G3 Second Floor 3 Window Left (E) 243 0.710 116-A 0.25 COG 90 New Magellan North G3 Second Floor 4 Window Front jN) _90 .PflO 116-A 0.25 COG 0 New Magellan North G3 First Floor 5 Window Front (NE) 126 0.710 116-A 0.25 COG 45 New Magellan North G3 First Floor 6 Window Left (E) 42 0.710 116-A 025 COG 90 New Magellan North G3 First Floor 1.1-factor type: 11 16-A Default Table from Standards, Table NI-I Default Table From the ACM Manual Appendix, NFRC Labeled value. SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # 1 Exterior Shade Type None SHGC 076 Window Hgt. Wd. 10.0 10.0 Overhang Left Fin Right Fin Len. gt. LExt.RExt. . 0.0 0.0 0.0 0.0 Dist. Len. HgL_ Dist. Len. Hgt_ 2 None . 0.76 10.0 10.0 0.0 0.0 0.0 0.0 3 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 ._- 4 None 0.76. 10.0 10.0 0.0 0.0 0.0 0.0 5 None 0.76. 10.0 10.0 0.0 0.0 0.0 0.0 6 None 0.76 10.0 10.0 0.0 0.0 0.0 0.0 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES . I Ire proposed building contains an enclosed space with floor area greater than 25,000 sq.fl, a ceiling height greater than 15 feet and a LPD for general lighting of at least 0.5 W!sq.ft. If this .jbox is checked, ENV-4-C must be filled out when submitting under the Prescriptive Compitance Approach. EnergyPro 4.2 by EnergySoft User Number: 4945 Job Number. Paae:6 of 6 1 I : 1 . I .5.. SANITARY SEWER REPORT . 'I .. MAGELLAN AVIATION HANGARS A, B, C, D, E, & I I CARLSBAD, CA I I July 18, 2007 j.. . Prepared for: SCIF PALOMAR, LLC 2006 PALOMAR AIPORT RD., CARLSBAD, CA 92011 1 Prepared by: I . • JavadTanbakuchi . P.E 46928, expiration 6/30/09 12780 Via Felmo I . Del Mar, CA 92014 • Work: (858) 793-4531; Cell: (619)666-3803 5 *** I N:\ENG\projects\Magellan\Submittalj_I807\Magellan Sewer Report_7_I8_07.doc Page 1 of 8 . • __________________ • .5 I S TABLE OF CONTENTS 1.0 INTRODUCTION .2.Oi DESCRIPTION OF STUDY AREA - 3.0 DESIGN CRITERIA S. I 4.0 EXISTING SANITARY SEWER SYSTEM & SEWAGE FLOW 5.0 PROPOSED SANITARY SEWER IMPROVEMENT & SEWAGE FLOW 6.0 CONCLUSION I FIGURES I FIGURE 1: VICINITY MAP EXHIBITS I. EXHIBIT "A" - SEWER SYSTEM I EXHIBIT "B" - HANDBOOK OF HYDRAULIC TABLES EXHIBIT "C" - 1500 GALLON CLARIFIER TANK & SAMPLING BOX HI *** Hi S 1 .5 I I S . S N:\ENG\projects\Magellan\Submittal_7_I 8_07\Magellan Sewer Report-7_I 807.doc. Page 3 . 3 3 4 6 8 Page 2of8 1.0 INTRODUCTION This Sewer report has been prepared to document the sewer design and supporting calculations for the sewer system associated with the proposed Magellan Aviation HangarS A, B, C, D, E, and I, located withinPalomar Airport, in the City of Carlsbad, County of San Diego, State of California. This facility provides leased space for aircraft storage, operations & maintenance and associated office space for their clients. The facility will also accommodate occasional washing of the aircrafts. Please see Section 3.0 Design Criteria for aircraft wash water discharge. 2.0 DESCRIPTION OF STUDY AREA The proposed development, with a total acreage of approximately 5.7 acres, is located at the west end of Aircraft Road's cul-de-sac, in the City of Carlsbad, County of San Diego, State of California. Please refer to the Vicinity Map (Figure 1). 3.0 DESIGN CRITERIA The criteria used in the design of the sewer system are established within the City of Carlsbad's design requirements, Engineering Standards, Chapter 6: Design Criteria for Gravity Sewer Lines and Appurtenances, 2004 edition. The following is .a brief summary from the above referenced standard: Equivalent Dwelling Unit (EDU) = 220 gallons /per day, Average Daily Flow (ADF) Peak Daily Flow (PDF) = APP x 2.5* *A peaking factor (PF) of 2.5 multiplied by the ADF shall be used to determine Peak Daily Flows (PDF). Industrial Land Use: 1 EDU / 5,000 FT2 (warehouse space) 1 EDU / 1,800 VP (office space) Pipe Diameter "d" (feet) Depth of water "D" (feet) Sewer Mains: 1. Minimum Pipe Size = 8"(public) 2; Maximum Depth at Peak Flow = ½ pipe diameter (0.33 feet; or D/d :!~ 0.5) Pipeline Material = PVC, SDR 35 Minimum Pipe Slope = 0.4 % Minimum depth, finish grade to top of pipe =6 feet Minimum Sewage Flow Velocity =2 feet / per-second Peaking Factor = 2.5 • Maiming "N" Co-efficient for PVC = 0.011 Sewer Laterals: 1. Minimum Pipe Size, for non-residential = 6" 2. Desirable depth at property line = 5ft. (top of pipe to finish grade @ curb) N:\ENG\projects\Magellan\Submittal_7_18_07\Magellan Sewer Report_7_18_07.doc Page 3 of 8 Based on the industrial land use, the proposed hangars would generate the following sewer discharge: Proposed Hanger Size, in SF Equivalent Dwelling Unit (EDU) Average Daily Flow (ADF) gallons/per day Peak Daily Flow (PDF) gallons/per day A 29,900 5.98 1,316 3,289 B 14,900 2.98 656 1,639 C 11,200 2.24 493 1,232 D 5,800 1.16 255 638 E 5,500 1.1 242 605 I 7,400 1.48 326 814 TOTAL: 1 74,700 114.94 3,288 8,217 Based on the facility's occasional aircraft washing, the hangars would generate the following wash water discharge: Proposed Size, Type of Aircraft Washing Actual Gallons Total Gallons Hanger in SF I per Wash Day / per Wash Day A 29,900 (3) Medium commercial 600 to 800 1,800 to 2,400 aircrafts B 14,900 r (1) Medium commercial 600 to 800 600 to 800 aircraft C 11,200 (1) Medium commercial 600 to 800 600 to 800 aircraft D 5,800 (1) Small commercial 200 to 400 200 to 400 aircraft E 5,500 (1) Medium commercial 600 to 800 600 to 800 aircraft I. 7,400 (4) Single engine aircrafts 40 to 100 160 to 400 TOTAL: 74,700 11 1 2,640 to 3,700 3,960 to 5,600 In summary, the total peak daily flow for the proposed hangars, per the industrial land use zone, is 8,217 gallons per day compared to the total gallons per wash day flow of 5,600 gallons. Therefore, the industrial land use design criteria is appropriate and accommodates the proposed facility's occasional aircraft washing. 4.0 EXISTING SANITARY SEWER SYSTEM The existing sewer system at Magellan Aviation serves approx. 16.18 acres. An 8" sewer main exists at the northwest end of Aircraft Road's cul-de-sac. An existing private 6" PVC sewer main runs easterly for a total length of 422 feet at a slope of 0.4%, and discharges to the sewer system. The 6" sewer main serves an office building, two stories in height, totaling 28,200 SF and five hangars, totaling 124,500 SF. The existing public sewer manhole (EMH-A) at the end of Aircraft Road's cul-de-sac, has an invert depth of 5.46 feet. I.. N:\ENG\projects\Magellan\Submittal_7_18_07\Magellan Sewer Report_7_18_07.doc Page 4 of 8 Existing Flow rate Generation, based on industrial land use and building area: Existing Bldg. Size, in SF Equivalent Dwelling Unit (EDU) Average Daily Flow (ADF) gallons/per day Peak Daily Flow (PDF) gallons/per day Hangar 1 38,200 7.64 1,681 4,202 Hangar 2 26,200 5.24 1,153 2,882 Hangar 3 14,932 2.98 657 1,642 Hangar 4 16,427 3.29 722 1,807 Hangar 5 28,820 5.76 1,269 3,170 Office 28,200 15.67 3,447 8,617 TOTAL: 152,779 40.58 8,929 22,320 Q (cfs) = Gallons, per day! 7.5 gallon per FT /24 hours per day /3,600 seconds per hour Q = 22,320 gallons / 7.5 gallon per FT3 / 24 hours per day / 3,600 seconds per hour Q=0.0344cfs Existing 6" private sewer main discharges to the Existing Manhole (EMH-A) for: (See Exhibit A) Q = 0.0344 FT3/ per second (cfs) Slope = 0.004 - Manning "N" Co-efficient for PVC = 0.011 Pipe Diameter "d" = 0.5 feet (Existing Main) * Depth of water "D" For K' = 0.0382 (Exhibit B, Table 7714) D /d = 0.194 (from Exhibit B, Table 7-14) Ca = 0.107 (See Exhibit B, Table 7-4) Area of the Cross Section of a Circular Conduit, A = Ca x d2 A = 0.107 x 0.52 = 0.0268 VP Flow Velocity = Q/Area Flow Velocity = .0344 FT3 per second / .0268 FT2 = 1.29 FT/ per second Existing Condition Summary: The existing facility will generate: - Peak Daily Flow (PDF) is 22,320 gallons / per day. - The cleansing velocity is 1.29 FT / per second, which is less than the desired 2 FT/ per second. - N:\ENG\projeets\Magellan\Submittal_7_I 8_07\Magellan Sewer Report-7_I 8O7.doc - Page 5 of 8 5.0 PROPOSED SANITARY SEWER IMPROVEMENT The sewer system for the proposed Magellan Aviation Hangars A, B, C, D and Officer's lounge consists of a new private 6" PVC sewer main at a slope of 0.4% for a total length 544 feet. Hangar "1" shall be served by a proposed 6" sewer main at a minimum slope of 4% for a total length 230 feet. The existing private 6" sewer main will be extended to the west, approximately 180 feet to serve the proposed Hangar E. Due to the existing shallow sewer main (invert depth of 5.46 feet) at the end of Aircraft Road's cul-de-sac, it is not possible to maintain a desirable 6-foot minimum depth. Therefore, the proposed private 6" PVC sewer main will maintain a minimum depth of 4.97 feet (Station 6+44.33). The proposed development will demolish an existing hangar at the north side of Magellan Aviation's leased property, with an approximate footprint of 38,200 SF plus it's associated parking area. At the northern portion of the site, four new Hangars A, B, C, D, and three new . Offices buildings A, D & FBO are proposed to discharge to the proposed private 6" sewer main and discharge to the new private Sewer Manhole #1. At the eastern portion of the site, one new Hangar "I" and one new Office "I" are proposed to discharge to the proposed private 6" sewer main and discharge to the new Sewer Manhole #1. At the western portion of the site, one new Hangar E and. five existing Hangars #1 thru #5 and the existing 2-story Office bldg. will discharge to the existing private 6" sewer main and discharge to the new Sewer Manhole #1. The total project discharges through the new Sewer Manhole #1 and continues through an existing private 6" sewer main to the existing public Sewer Manhole (EMH-A). The total project then discharges from the existing public Sewer Manhole (EMH-A) and conveys through an existing public 8" sewer main to the public sewer system. Proposed Flow rate Generation, based on industrial land use and building area: Existing Bldg. Size, in SF Equivalent Dwelling Unit (EDU) Average Daily Flow (ADF) gallons/per day Peak Daily Flow (PDF) gallons/per day Hangar 1 Demolish N/A .. N/A N/A Hangar 2 26,200 5.24 1,153 2,882 Hangar 3 14,932 2.98 657 1,642 Hangar 4 16,427 3.29 722 1,807 Hangar 5 28,820 5.76 1,269 . 3,170 Office 28,200 15.67 3,447 8,617 Subtotal: 114,579 1 32.94 . •. 7,248 18,118 (Qi) I I I N:\ENG\projects\Magel!an\Submittal_7_I 807\Magellan Sewer Report-7_1 8_07.doc . Page 6 of 8 I I I Proposed . Hanger Size, in SF Equivalent Dwelling Unit (EDU) ' Average Daily Flow (ADF) gallons/per day Peak Daily 'Flow (PDF) gallons/per day A 29,900 5.98 , 1,316 3,289 B 14,900 2.98 , 656 1,639 C . 11,200 2.24 493 1,232 D 5,800 .1.16 255 638 E 5,500 1.1 242 605 I 7,400 1.48 326 814 Subtotal: 74,700 14.94 ' 3,288 8,217 (Q2) Proposed' Office Size, in SF Equivalent Dwelling Unit (EDU) Average Daily Flow, (ADF) gallons/per day ' Peak Daily Flow (PDF) gallons/per day A 2,400 1.33 ' 293 733 D 2,600 1.44 318 794 I 1 1,000 .55 122 306 FBO 9,500 ' 5.27 ' 1,161 2,903 Subtotal: 1 15,500 1 8.59 . 1,894 4,736 (Q) Qr= 18,118(Q i )+8,217(Q2)+4,736(Q3)gallons Qr = 31,071 gallons Qr (cfs) = Gallons, per day/7.5 gallon per FT /24 hours per day /3,600 seconds per hour Qr = 31,071 gallons! 7.5 gallon per FT3 / 24 hours per day! 3,600 seconds per hour Qr=0.048cfs Qii = 0. 048 FT3! per second (cfs) Slope = 0.004 Manning "N"Co-efficient for PVC = 0.011 Pipe Diameter "d" = 0.5 feet Depth of water "D" Then K' = .0531 (Exhibit B, Table 7-14) D !d =.229 (from Exhibit B, Table 7-14) Ca= 0.135 (See Exhibit B, Table 7-4) Area of the Cross Section of a Circular Conduit, A = Ca x d2 A = 0.135 x 0.52 = 0.0338 FT2 Flow Velocity = Qr /Area I N:\ENG\projects\Magellan\Submittal_7_18_07\Magellan Sewer Report_7_1 8_07.doc. , . Page 7 of 8 I I Ii Flow Velocity = . 048 FT3 per second / . 0338 FT2 = 1.42 FT / per second, <2 FT / per second Due to the low flow volume, the desired cleansing velocity could not be achieved for new 6" Sewer Main. Therefore, additional maintenance would be required. Total Development Outflow to Aircraft Road's cul-de-sac, at the existing sewer Manhole (EMH- A) increased from Q = 0.0344' cfs (existing) to Qr = 0.048 cfs (existing + proposed). A net increase of .0136 cfs. 6.0 Conclusion: I It was determined that the existing private 6" sewer main and the proposed private 6" sewer main are suitable to carry the service flow without exceeding the criteria of depth of peak flow <1/2 pipe diameter orD/d <0.5. Existing Peak Daily Flow (PDF) is 22,320 gallons/per day Proposed Peak Daily Flow. (PDF) is 31,071 gallons / per day, therefore a net increase of 8,751 gallons / per day (39 % increase) The Pipe minimum slope requirement of 0.4% was maintained. Minimum sewer depth of 6 feet was not attainable, due to the shallow existing private sewer main, however a minimum depth of 4.97 feet was achived. Minimum flow velocity of 2 feet per second (fps) was riot possible, due to the low flow generation. Therefore, the private sewer mains within the proposed facility require additional maintenance. Given the hangar operations, the project proposes four clarifiers (Jenson, Model No. CL 1500 gallons or equal) to intercept the floor drains prior to any oil or containments from discharging into the public sewer system. I N:ENG\projects\Mage1lan\SubmivaI_7_I 8_07\Magellan Sewer Report_7_I 8_07.doc Page 8 of 8 FIGURE 1 VICINITY MAP 'lot TO IA WE f OF I MAITCOS CITY OF ENCINITAS CITY OF OCEANSIDC EXHIBIT"A" SEWER SYSTEM H 7 - - - ___ ___ ) \\\ / 1' ARCRAFT-RQAD----------.---------- --- - , , 0 t777 I I-,-,- . : : ''I I j I I I I'll, / 0 -k -, ~Z-7-_' C~-~ I '~r%l -~' ; , 1 1 'i I' I 1 , f , ~ , r::i.. -- - ft '- It-- ", ,i~ I m -f::~-f ~ 11 I / '0 il, ;~A ,. - - & " 11 _ \~ ~ / HL (-)- - - --e" -~ I, II 1. I ~ , ----~~:i'TI ~ ~ ; . I -" / , " ~7- -c-'-"' - )~ \~ I / x , ' - .I I ~ - / / :~- ----, 1 --"--7- -1, . -I' I "~~ I L2 I. KC I ' '! I: ~ / I "", I ii. 1'i , I : ll I " " li ; . 1 1 -- . - - - L ILLL.L/ r 4 10 1 LL % 1. I 6* SEWER MAIN @0.4% 0 — 'A ~ I ! / j I / ~ :~ § 17il~ "~~- " tAo// , \ '~/. V I * \ lK, I I - -- A ' 7 ! 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OPOSED SEWER SYSTEM SCALE. 1" = 40' H 5- iHT]r H H!i I ..:..--...-.-.-... EXHIBIT "B" HANDBOOK OF HYDRAULIC TABLES 7-34 HANDBOOK OF HYDRAULICS STEADY UNIFORM FLOW IN OPEN CHANNELS 735 Table 7-3. For Determining the Vertical Distance g below the Table 7-4. For Determining the Area a of the Cross,ection of a Water Surface to the Center of Gravity of a Cross Section Circular Conduit Flowing Part Full/ of a Trapezoidal Channel Let depth of water 2'and C the tabulated value. Thna '.d 2. Let depth of water D . diameter of channel d bottom width of channel - . and C tabulated value. Then D Side elopee of channel, ratio of horizontal to vertical b 3-1 3.-i 3-1 ,-1 1-1 13-1 2-1 2-1 3-1 4-1 0.06 .499 .498 .496 .494 .492 .488 .485 .481 .478 .472 .1 .498 .496 .492 .488 .485 .478 .472 .467 .462 .462 .15 .497 .494 .488 .483 .478 .469 .462 .455 .448 .438 .2 .496 .492 .485 .478 .472 .462 .452 .444 .438 .426 .25 .495 .490 .481 .474 .487 .455 .444 .436 .429 .417 .3 .494 .488 .478 489 .462 .448 .438 .429 .421 .409 .35 .493 .487 .476 .466 .467 .443 .431 .422 .416 .403 .4 .492 .486 .472 .462 .462 .438 .428 .417 .409 .397 .45 .491 483A .469 .468 .448 .433 .421 .412 .404 .393 .5 .490 .47 .467 .455 .444 .429 .417 .407 .400 .389 .6 .488 A78 .462 .448 .438 .421 .409 .400 .393 .382 .7 .487 .475 .467 .443 .431 .416 .403 .394 .387 .377 .8 .485 .472 .462 .438 .426 .409 .397 .389 .382 .373 .9 .483 .469 .448 .433 .421 .404 .393 .385 .378 .370 1.0 .481 .467 .444 .429 .417 .400 .389 .381. .375 387 1.1 .480 .464 .441 .425 .413 .398 .385 .378 .372 .364 1.2 .478 .482 .438 .421 .409 .393 .382 .375 .370 .362 1.3 .477 .469 , .434 .418 .406 .390 .380 .373 .387 .360 1.4 .476 .467 .431 .415 .403 .387 .377 .370 .365 .359 1.6 .474 .465 .429 .412 .400 .385 .375 .388 .384 .357 1.6 .472 .452 .426 .409 .397 .382 .373 .367 .382 .356 1.7 .471, .450 .423 .407 .396 .380 .371 .365 .361 .356 1.8 .469 .448 1 .421 .404 .393 .378 .370 .364 .359 .354 1.9 .468 .448 .419 .404 .391 .377 .368 .362 .368 .353 2.0 .467 .444 .417 .400 .389 .376 .367 .361 .357 .362 D - d .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 .0 .0000 .0013 .0037 .0069 .0105 .0147 0192 .0242 .0294 .0350 .1 .0409 .0470 .0534 .0600 .0668 .0739 .0811 .0885 .0961 .1039 .2 .1118 .1199 . .1281 .13i -.1449 .1535 .1623 .1711 .1800 .160 .3. .1982 .2074 .2167 .2260 .2355 .2450 .2646 .2642 .2739 .2836 .4 .2934 .3032 .3130 .3229 .3328 .3428 .3527 .3627 .3727 .3827 .5 .393 .403 .413 .423 .433 .443 .453 .482 .472 .482 .6 .492 .502 .612 .521 .61 .640 .560 .559 .569 .578 .7 .687 .596. .605. .614- ;623. .632 .641) .649 .667 .666 .8 .674 .881 .889 .697 .704 .717 .719 .725 .732 .738 .9 L .745 - .750 - .766 .761 .768 - .771 .775 .779 - .782 .784 Table 7-5. For Determining the Hydraulic Radius r of the Cross Section of a Circular Conduit Flowing Part Full Let depth of water D diameter of channel - and C, - the tabulated value. Then r Cr4. .00 .01 ' .02 .03 .04 .05 .06 .07 .08 :09 .0 .000 .007 .013 .020 .026 .033 .039 .046 .051 .067 .1 .063 .070 .076 .081 .087 .093 .099 .104 .110 .115 .2 .121 .126 .131 .136 .142 .147 '.162 .157 .161 .186 .3 .171 .176 .180 186 .189 .193 .198 .202 .206 .210 .4 '.214 .218 .222 .226 .229 .233 .236 .240 .243 .247 .6 .250 .253 .266 .259 .282 .266 .268 .270 .273 .275 .6 .278 .280 .282 .284 .288 .288 .290 .292 .293 .295 .7 .296 .298 .299 .300 .301 .302 .302 .303 .304 .304 .8 .304 .304 .304 .304 .304 .303 .303 .302 .301 .299. .9 .298 .298 .294 .292 .289 .286 .283 .279 .274 .267 - - - - - - - - - -. - - - - - - - - 7-34 HANDBOOK OF HYDRAULICS Table 7-3 For Determining the Vertical Distance V below the Water Surface to the Center of Gravity of a Cross Section of a Trapezoidal Channel depth of Let 'a 2 and C tabulated value. Then bottom width of channel S i-CiD. D Side slopes of channel, ratio of horizontal to vertical S J--1 3'-1 3-1 ,-i 1-1 1-1 2-1 2-1 3-1 4-1 0.06 .499 .498 .496 .494 .492 .488 .485 .481 .478 .472 .1 .498 .496 .492 .488 .485 .478 .472 .467 .462 .452 .15 .497 .494 .488 .483 .478 .469 .462 .456 .448 .438 .2 .498 .492 .485 .478 .472 .462 .452 .444 .438 .426 .25 .496 .490 .481 .474 .467 .456 .444 .436 .429 .417 .3 .494 .488 .478 .489 .462 .448 .438 .429 .421 .409 .35 .493 .487 .476 .466 .457 .443 .431 .422 .415 .403 .4 .492 .486 f.472 .482 .462 .438 .428 .417 .409 .397 .45 .491 '483A .469 .468 .448 .433 .421 .412 .404 .393 .5 .490 .4 , t .487 .455 .444 .429 .417 .407 .400 .389 .6 .488 A78 .462 .448 .438 .421 .409 .400 .393 .382 .7 .487 .475 .467 .443 .431 .416 .403 .394 .387 .377 .8 .485 .472 .452 .438 .428 .409 .397 .389 .382 .373 .9 .483 .469 .448 .433 .421 .404 .393 .385 .378 .370 1.0 .481 .467 .444 .429 417 .400 .389 .381 .375 .367 1.1 .480 .464 .441 .425 .413 .396 .385 .378 .372 .364 1.2 .478 .462 .438 .421 .409 .393 .382 .375 .370 .362 1.3. .477 .459 .434 .418 .408 .390 .380 .373 .367 .360 1.4 .475 .457 .431 .415 .403 .387 .377 .370 .365 .359 1.6 .474 .465 .429 .412 .400 .385 .375 .368 .364 .357 1.8 .472 .452 .426 .409 .397 .382 .373 .367 .362 .366 1.7 .471 .450 .423 .407 .395 .380 .371 .385 .361 .365 1.8 .469 .448 .421 .404 . .393 .378 .370 .364 .359 .354 1.9 .488 .446 .419 .40 .391 .377 .368 .362 .368 .363 2.0 .467 .444 .417 .400 .389 .376 .367 .361 .357 .362 STEADY UNIFORM FLOW IN OPEN CHANNELS 7-35 Table 7-4. For Determining the Area a of the Cross,èction of a Circular Conduit Flowing Part Full/' ., depth of water - 2end Ca the tabulated value. T-hn g - Cadi. diameter of channel d - .... .00 .01 .02 .03 .04 .05 06' .07 .08 .09 .0 .0000 .0013 .0037 .0069 .0105 .0147 ,0192 .0242 .0294 .0360 .1 .0409 .0470 .0534 .0600 0668 .0739 .0811 .0885 .0961 .1039 .2 .1118 1199 ..1281 .13-3449 .1535 .1623 .1711 .1800 .1890 .3. .1982 .2074 .2167 .2260 .2355 .2450 .2646 .2642 .2739 .2836 .4 .2934 .3032 .3130 .3229 .3328 .3428 .3527 .3627 .3727 .3827 .6 .393 .403 .413 .423 .433 .443 .453 .462 .472 .482 .6 .492 .502 .612 .521 .631 .640 .550 .569 .569 .578 .7' .587 .598. .605 .814. 623. .632 .640 .649 .667 .686 .8 .674 .681 .689 .697 .704 .712 .719 .725 732 .738 .9 .745 .750 .756 .761 I . .788 .771 .776 .779 .782 .784 Table 7-5. For Determining the Hydraulic Radius r of the Cross Section of a Circular Conduit Flowing Part Full depth of water D Let diameter of channel - - and C, - the tabulated value. Then r C4. .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 .0 .000 .007 .013 .020 .026 .023 .039 .045 .061 .057 .1 .063 .070 .075 .081 .087 .093 .099 .104 .110 .115 .2 .121 .128 .131 .136 .142 .147 .162 .157 .161 .166 .3 .171 .176 .180 186 .189 .193 .198 .202 .206 .210 .4 .214 .218 .222 .226 .229 .233 .236 .240 .243 .247 .5 .250 .253 .256 .259 .262 .265 .268 .270 .273 .275 .6 .278 .280 .282 .284 .286 .288 .290 .292 .293 .295 .7 .296 .298 .299 .300 .301 .302 .302 .303 .304 .304 .8 .304 .304 .304 .304 .304 .303 .303 .302 .301 .299, .298 .296 I .294 .292 .289 .286 .283 .279 .274 .267 W I I I I I. I I 1 I 1 I I I.. I I EXHIBIT "C" 1500 GALLON CLARIFIER TANK & SAMPLING BOX Page lofi CAPACITY GALLONS I DIMENSIONS J COvEfI $IZE METAL COVERS PIPE SIZE r A B c1 D _1L E F G 510 3-0 9-6 I I8 4 I/2 1 19t-IOx3-4 I/4 STEEL PLATE 4 1MW. 866 36-6— lo' -, 31 4-0 [r-9 [ Z4 5 r 3-rz3-Io /8 ALUMINUM PLATE 14 MIN. 1260 4-0fl 12-6 -Q J5-e 241 6 24 '-10x4-4 3/6k ALUMINUM PLATE 4 MIN. http //www gallowaypipehne comlimages/sandgreasemterceptorme jpg 8/9/2007 I LI - LIFT ':1 .: I At NEE1J-TS- 0, T .. ... .. . ... 4 I PLA CO REMOVED - METAL COVER. :. : . . CLEANOUT TRAP AND VENT AS EOuIRED BY I-- 4 / 4 n / r-i PLUMBING ORDINANCE J. mu j e r-zl- ... ... STATICH . . . ...... ... VEL FITTINGS SOIL-PIPE, '.''' . . .... .... . .. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS I SMLNGBJ STANDARD PLAN APPROVED .... ... •5•3I/I9'92 ....2,0. . 51EYo or PUBLIC WORKS OA SHEET OF 2 .::'... : SUPSWE3.COUN ENIR,STII2 I j,. . . . S . ... ... . ...... . . ...... . . .... . . ... ...... . . ...... . . ...... . . .. . .. .... j ttp://Www.g4lloWaypip61ine-.com/iiiiaizes/saffipling-boxrilejpg*$/9/2007 I 1500 GALLON CLARIFIER TANK I MODEL CL1500 TRAFFIC RATED ACCEPTED BY UPC SIDE VIEW 24" CAST IRON FRAME & COVER (CUTAWAY) WITH CASKET (GASTIGHT) STANDARD AS REQUIRED 125 MIN. JT L I L r I WHEN SUBJECT I1 I1 1-'--2432 RISER-3', 6' OR 12' TO 1F1 V I Rm INVERT ___ _________ OU1IET - 4"PVCINL1 ' &OUTLET PIPE AND FITTINGS 6'-3" I 5'-0" STANDARD 4•9 Li r ------r----- I . RA ADAPTORS rFO'R SERPEN11NE NF1JRA11ON ,(D kOlLii 1" TOP VIEW (COVERS & RISERS REMOVED) S I •LIQUID CAPACITY: 1500 GALLONS S . II MINIMUM EXCAVATION 92E TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY x 11'-8' X DEPTH REQ'D. I SOIL CONDITIONS (WATER TABLE BELOW TANK) EARTH COVER OVER TANK NOT TO EXCEED 6 FT. SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. I. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE 'GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90.' MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. - THE DESIGN AND DETAIL OF THIS DRAWING ARE THE I • FOR COMPLETE DESIGN AND PRODUCT INFORMATION PROPERTY OF JENSEN PRECAST AND NOT TO BE 'fkITA,'r 'EE PRECAST. USED EXCEPT IN CONNECTION Wifil ITS OWN WORK. CONTACT I U I'l.) I' rr '..,p I. DESIGN AND INVENTION RIGHTS ARE RESERVED. I i 113 hcCJp—W.dwg , JE1151111 02003 Jensen Precast • • PRECAT5 1-jaz i.a c1Jua iu;utnri aenriievu %LdS, irlu. fOU,stJi1 ARCADI& INC. AFG451 SERIES, 2' X 4-112" OFFSET CAPTURED GLAZED SYSTEM FOR 1" GLASS Product Standards and Guide Specifications (COMPENSATING!STICK SYSTEM) SECTION 00411 ALUMlMJrd.FRAMED STOREFRONT (Window WaDsiRIbbcr Wails) Patti-General. 1.01 Summary A. Section includes: I. Aiuminumfmmed Storefront B. Related Sections: 1.02 References A.. American Architectural Manufacurers Association (AAMA) B. Amencan Society for Testing and Materials (ASTM) C. Alutniflujyr datkwi (AA) 1.03 System Description A. General; In atKIItI to requirements shown or specified, comprwilh: I. ApplkabIepraviski%s of AAMA Aluminum Storefront and Entrance Manual for design, materials, fabrication and Installation of component parts. S. Design Requirements: Arcadia AFG45I Series Is a framing system that pmriias for glass forward or Inward of the frame. System suitable for outside or inside glazing, and provides for two-color capability. C. Performance Requirements: I. UnM air leakage through assembly to 0.06 CFMlrnlrilsq. ft (.00003 m31sm2) of wall area at 6.24 PSF (300 Pa) as measured In accordance with ASTM E283. Wafer Resistance. No water leakage v4lerl measured In accordance with ASTM 'E331 with a static test pressure of 1QPSF(480 Pa). DynamIc Water Resistance: No water leakage, when measured In accordance with AAMP. 501.1-94 with a dynamic test presa*lre of I0P89480 Pa). Unit mullion windload defection of U175wl11i full recovery, of glazing materials, whenmeasuredin accordance with ASTM E 330. S. System shall not deflect marathon 1/8 at the center point, or 1/18 at the center point of a horizontal member, once deadbad polite havw been es(abllslied. L System shall acccnumdale expansion and:contracion movement due to surface tainparalure dYerenUal of 180 degrees F. ? Seismic testing shall conform to AAMA recommended static test method for evaluating performance of curtain walls and storefront wall systems clue to horizontal displacements associated with selsinic movements and building sway. 1.04 Qualty Assurance A. Single Source Remponeibity: 1. Obtain entrances. storefronts, ribbon wags, window walls, curtain walls. window systems, and finish through one scums from a single manufacturer. U. Provide teat reports from AAMA accredited laboratories certifying the performances as specified in 1.03. 1.05 Warranty A. System shall be wananled against failure and/or dote dorallon of metals due to manufacturing process for a period of two (2) years. Part 2-Products WI Manufacturers Acceptable Manufacturers: 1. Arcadia, Inc., 3225 East Washington Blvd., Vernon. CA. Telephone 323269-7300, Fax 323/260-7390. Acceptable Prcdicts 1. ArcadIa, Inc., AFG461 Series, 2"x 4-1)2* offset captured glazed system for 1' glass (conipenaalinglsftck system). 2.02 Framing Matanala and Accessories A Framing nreithem, transition members. mufllons. adaptors, and mounting: Extruded 6063-15 aluninurn alloy (ASTM B221 -Alloy G.S.l0a T5). Somse, fastening devices, and Internal components: Aluminum, stainless steel, or zinc-plated sleet In accordance with ASTM.A-164. Pe4'neteramthora shall be aluminum or steel, providing the steel Is properly isolated from aluminum. Glazing Gasket (onipmessloa-type cfos(gt, replaceable, molded or extruded santnpreno, polyvinyl chkMide (PVC, or ethylene propylene diene monomer (EPDM). Shell be of type that locks securely into the glazing reglat to present glazing gaskets 1mm disengaging. 2.03 FinIsh A. Finish all exposed areas of aluminum and components as Indicated. 1. An 4r4h1twitural Class tier I color anodic coating conforming with M-M12C22A341AA-M12C22M4. a. Anodized finish color shall. be Cobmodic AB1 L1t Champagrre, IB2 Cherspagrie. A53 Light Bronze,. A54 Medium Bronze, A85 Standard Medum Bronze, A88 Dark Bronze,, AB? Standard Dark Bronze, ASS Black, A02 Gold.) (or) i. An Architectural Class liar I anodic coating ccnformlng Will AA-N12C22A31IAA4i12C22M1. Anodize finish color shall be Colormodic (f11 Clear) (ci') 1. Ruorocartron Coating: AAMA 2605.2.. Resin: 70% PVDF Kynar 500iHylar 5000. Substrate: cleaned and pretreated with chmrnium phosphate. Primer; Manufacturers standard robin base compatible coating. Dry fihn.thlckniss. (a) Extrusion: Minimum 0.20 mll. Color Coat 70% PI/DF, dry film thickness. (a) Extrusion: 1.0 mil' . Color As selected by Architect. Acceptable Coatings Manufacturers: (a) PPG Industries. Inc. 4b) Valapar Corporation (c) BASF' 204 System Fabrication A Framing system shall be provided with divertara and continuous head and sIll channele, spliced together with silicone lap sheetaleevas at center of vertical mullions as required (or thermal expansion and to ensure 0 continuous - .. --.• sill gutter to handle infiltrated water. B. Sit channel shall provide for exterior wespage through 'Ax 5(16" elongated weep holes located at Von each sklecf vertical mullions. C. Framing members shall be internally reinforced and secured at head arsd sit as necessary for structural perfeaiiance requirements, br hardware attachment, and as Indicated. V. Fasteners shell be so located as to ensure concealment from view In.the.Iinal assembly. Pert 3- Eicutlqn. 301 Exanttattons A. Examine conditions and verify substrate conditions are acceptable for product InstallatIon. 302 Installation A. install In accordance with approved shop drawings and manufacturers installation Instructions.. 303 Field Quality Control A Test thesttwelront for water leaks in accordance with AAMA 5012-94. Conduct test in the presence of the Architect Correct deficiencies observed as a result of this test. -- END OF SECUON ljaZ3 L) cuuo iu;u-triii DeneI. iriu. ARCADIA,® INC. AFG45I AND AFS45I SERIES . Full Scale 2' X 4112' OFFSET GLAZED SYSTEM FOR. GLASS HC-420 HEAD CAN. ASSEMBLY 2W H CF-431 INTERMEDIATE HORIZONTAL FF2O5 SILL. CAN. ASSEMBLY iq &V o H oO 1' 0. HM-43322 HM-433 318" W. 2' I •I DJM-265 vvri..i... JIVULJ INTERMEDIATE VERTICAL r. iiaj Ito eUUU Iu;U'IHrI tieñneti tiLS5, Inc. P . -t ABC ".U911 INC. AFG45I AND AFS45I SERIES Full Seale 2 X 4 1I2 OFFSET GLAZED SYSTEM FOR GLASS 11111 iltl HM.4308T INTERMEDIATE HORIZONTAL nail la tuUU iu u-iri uenner, bLass, inc 0u-d1-jf.L p ARCADIA,.® INC. AF6451 AND AFS45I. SERIES Windload 2" X 4 1/2" OFFSET GLAZED SYSTEM FOR 1" GLASS Windload Design Criteria Millions designed for U175 dofiecflcfl. Ratio wives represent limit values and are based on criteria for simple beam uniformly loaded. Allowable stiressm for 6063-T5 aluminum alloy = 9500 P.W. Allowable stresses for A-38 stnictural steel = 21800 P.Si.' 1/3 Increase for wind loud design. Is allowed based On the Unllbrm Building Code. Maximum defection between supports for single span: - 5W1 384E1 Maximum banding moment for single span: M - 8 Where: W = NO unflrm load L = length at the mullion between supports E = lox 10P.SJ. = moment of Inertia of the mullion Note: Wlndload Charts for corner mullions- are based' on the assumption that the spacing on such side of the mullions are equal. Windload Calculation Based on the USG. design wind pressures (P). P = C..Cqq1L,. Whore: C, = combIned height, exposure and gust factor coefficient Cq = prsssre coefficient qa = wind stagnation 'pressure at the standard height of 33 feel I, = Importance factor S See the UBC for value of each factor. Note: Depending on the govamirig authOrft!es, each city may have Us awn buIlding code. The contractor shall check with the city building department foe the speciflO code to follow. Structural Silicone Calculation For structural silicone glazing the stress on the silicone must not exceed 20 P.S.$. for a' 6:1 safety factor. This limitations are related only to the sIUcorte joint capability. Aluminum members should also be checked for Windload and Deadload. Tensile bead sizIng: 1/2 Short Span (ft)xWindload (pet) Minimum Sealant Contact Depth = 12 Intit x 20 P.W. Note: Please confirm with your sealant manufacture before installation. Sealant Contact Depth -4 - -- I '1 - lla?d 10 cuub Lu;ubrin uennet s&ass, inc. ® TIITd1 ASAM - .L&V • AFG45I AND AFS45I SERIES 2' X 411? OFFSET GLAZED SYSTEM FOR IWGLASS. I I)AlIM . Ifi1flQII%I 1114 - I £.J'WI IW 16 51.1081N $ 17 18 Li 14 z 13 12 i' 15 il 10 DJM-260 8 7 6 Ei DJM.280 WITH STEEL REINFORCEMENT t 51VX 271itr X'114 3 4 5 u a a io — 3 4 5 8 7 8 9 10 MULLION SPACING IN FEEV MULLION SPACING IN FEET I CURVE ,REPRESENTATION A=15P.S.F. 9=20P.5..F. C = 25 P.S.F. P.S. N -I I 2.747 IN 4 1= 1,142 IN DJM-285 WI FF-200 I 2.041' IN' 0.870 IN MO-370 4 5 0 7 8 0 10 • 3 4 5 5 7 8 9 10 MULLION SPACING IN FEET MULLION SPACING IN FEET CeA C a rls b ad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a. building permit. The City will not issue any building permit without a completed school fee form Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name):• Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/Industrial City Certification of Applicant Information: Magellan Aviation; 2 buildings PC07-36 / CB071490 & CB071491 2016 & 2008 Palomar Airport Rd. 760-221-47-00 Magellan Aviation 2 buildings: Office 2,400sf! Hangers. 64,646sf Industrial New Dwelling Unit(s) Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU - Net Square Feet New Area 67,046 Net Square Feet New Area Tc41.,etAltr Date: 06/25/2008 IV Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) Vista Unified School District F1 San Marcos Unified School District ' 1234 Arcadia Drive 215 Mata Way Vista CA 92083 (72.6-2170) San Marcos, CA 92069 (290-2619) Contact: Nancy Dolce (By Appt. Only) LI Encinitas Union School District El San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration (Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized tosign on behalf of the Owner. . Signature: Date: IQ 2)5 (D Revised 3/30/2006 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) *************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this, project. • SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ,J JX JQQ-4"N' TITLE WALTER FREEMAN ASSIS1ANT SUPERINTENDfl NAME OF SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOLDISTRICF 6225 EL CAMINO REAL CARLSBAD, CA 92009 DATE PHONENUMBER 3V ôo Revised 3/30/2006 V 115 00 L, 20 2" ': L 220 344 2' 0 SO 6 2560 5I1 SCIF PALOMAR, LLC CONSTRUCTION CHECKING ACCOUNT Carlsbad Unified School District 6/2512008 Date Type Reference Original Amt. Balance Due Discount 6/25/2008 Bill School fees 1,008.00 1,008.00 - Check Amount £ - 4202 Payment 1,008.00 1,008.00 L fit 4 - -, - d.4 SCI F Co;c CARLSBAD UNIFIED SCHOOL DISTRICT JEFFERSON ELEMENTARY AVIARA OAKS ELEMENTARY CARLSBAD HIGH SCHOOL MAGNOLIA ELEMENTARY AVIARA OAKS MIDDLE SCHOOL Receipt No CARLSBAO VILLAGE ACADEMY CALA VERA HILLS SCHOOL PACIFIC RIM VALLEY MIDDLE SCHOOL KELLEY SCHOOL CA LA VERA HILLS MIDDLE SCHOOL 7 54 BUENA VISTA SCHOOL HOPE SCHOOL OTHER RECEIVED FROM: _5C.IF 12 V DATE' (If Applicable) PARENT OF O (L ea_aJI j -&-- PAYMENT FOR: V V ACCOUNT NUMBER AMOUNT : 9(ooç?J io•oO $ V V RECEIVED BY: CASH CHECK# V•VTOTAL $ tcO I r?-29-2007 TUEO256 CITY 0 FAX NO 760 602 858 P 04 (IIU]flttg f $an tJag U GARY W.ER$CK SOLID WASTE LOCAL ENFORCEMENT AG E N C Y JACK MILLER DIRECTOR ASSISTANT DIRECTOR O32SHAZARDWAYSAN DIEGO, CA92 1 2 3 (8S) 694•2868 FAX (868) 45-5004 1-800-263-0933 arei May 22,2007 Mr. Steve Horine Mr. Robert Levine Magellan Aviation 2006 Palomar Airport Road Carlsbad, CA 92011 METHANE MITIGATION REPORT AND REC O M M E N D A T I O N S F O R P R O P O S E D DEVELOPMENT AT MAGELLAN AVIATION, P A L O M A R A I R P O R T L A N D F I L L , C A R L S B A D The County of San Diego, Department of Environmental Health Is the Local Enforcement Agency (LEA) for the County of San Diego, including th e City of Carlsbad. The LEA regulates solid waste disposal sites in the City of Carlsbad under the authority of the Public Resources Code (PRC) and Titles 14 and 27 of the California Code of R e g u l a t i o n s ( C C R ) . U n d e r t h i s a u t h o r i t y , t h e L E A i s responsible for the inspection and oversight o f m a i n t e n a n c e a c t i v i t i e s a n d p o s t - c l o s u r e l a n d u s e activities at closed solid waste disposal site s , i n c l u d i n g t h e P a l o m a r A i r p o r t l a n d f i l l . M a g e l l a n Aviation proposes the construction of several n e w h a n g a r s a n d a s s o c i a t e d o f f i c e s t r u c t u r e s w i t h i n 1,000 feet of buried waste at Palomar Airport . T i t l e 2 7 C C R , S e c t i o n 2 1 1 9 0 r e q u i r e s t h a t t h e L E A review and approve all post-closure land us e s o t h e r t h a n n o n - i r r i g a t e d o p e n s p a c e i f t h e p r o j e c t includes the construction of structures within 1, 0 0 0 f e e t o f a d i s p o s a l a r e a . The LEA was provided and has reviewed th e r e p o r t e n t i t l e d "Methane Mitigation Report and Recommendations for Proposed Development a t M a g e l l a n A v i a t i o n P r o p e r t y a t t h e P a l o m a r A i r p o r t Landfill, Carlsbad, CA' prepared by Sepich Enterprises I Brownfield Subsiab and dated April 23, 2007. The report recommends: The installation of sub-slab soil gas venting syste m s i n a l l n e w o f f i c e c o n s t r u c t i o n p r o p o s e d within the leasehold (Office areas A, D. E and F B O ) : . Ridge venting for new hangar construction (Han g a r s A , B , C , D , E , I a n d f u t u r e F / G / H ) ; A sub-slab gas barrier membrane with associated venting for O f f i c e 1 a n d f u t u r e O f f i c e H ; Soil venting underneath proposed Hangar I and f u t u r e h a n g a r F / G / H n e a r e s t t h e l a n d f i l l ; Hardwired methane detectors in Office I and f u t u r e O f f i c e H , l o c a t e d n e a r e s t t o t h e l a n d f i l l ; Electrical protection of utility vaults in the vicinit y o f p r o p o s e d h a n g a r a n d o f f i c e a r e a I a n d F/G/H; and Interior sweeps of the existing office structures f o r m e t h a n e w i t h a f l a m e i o n i z a t i o n d e t e c t o r . 56 PN CITY OF CRSLBD FAX NO. 760 602 8558 P. 05 MAY-29-2007 TUE 02 Messrs. Horine and Levine -2— May 22, 2007 The proposed gas mitigation recommendations prepared and signed b y M r . J o h n S e p i c h , C i v i l Engineer in the aforementioned report appear to satisfy the requirements i d e n t i f i e d i n 2 7 C C R Section 21190 with regards to the potential for methane gas migration. T h e r e f o r e , t h e L E A i s conditionally approving the proposed report with the following conditions: The report does not have any detail about the recommended metha n e s w e e p s i n t h e existing buildings, whether they are one-time or routine over time. Please identi f y f r e q u e n c y of methane sweeps. The LEA requires at a minimum, the sweeps be con d u c t e d o n a monthly basis with quarterly reports of the results submitted to t h e L E A . The LEA requires that permanent methane detectors be installed in existi n g o f f i c e b u i l d i n g s . Once permanent methane detectors are installed, periodic sweeps may b e s u s p e n d e d . Annual maintenance reports shall be submitted to the LEA verifying that methan e d e t e c t o r s are functional and being maintained. These requirements shall be implemented during the proposed constru c t i o n o f t h e M a g e l l a n improvements. - If you have any questions, please call Melissa Porter at (858) 694-2801 Sincerely, G4JQ-c&flL4J ) REBECCA LAPRENIERE, Supervisor Local Enforcement Agency cc: John Sepich, Brownfield Sublab Barry Pulver, DPW Victoria Gallagher, DPW City of Carlsbad, Building Dept John Macanas, CIWMB Gino Yekta, CIWMB Peter Drinkwater, DPW Airports LeeAnn Lardy, DPW Airports Gary Hartnett. APCD Robert Morris, RWQCB May 7,2008 Y'11~4 P-e-~CJA.. MAGELLAN AVIATION I 00 BY HAND 2006 Palomar Airport Road Carlsbad, CA 92011 tel (760) 438-7603 ax (760) 431 -8964 magellanaviation.aero %rl City of Carlsbad Building Department Attn. Michael Peterson, Development Services Manager 1635 Faraday Avenue Carlsbad, CA 92008 Phone: (760) 602-2721 RE: Building Permit for'Magellan Aviation, 2006 & 2016 Palomar Airport Road, Carlsbad 92011, Plan Check# PC070036 Subject: Request for Extension of Building Permit Application Completion Date Dear Mr. Peterson, Following our meeting with you last Thursday,, on behalf of Magellan Aviation in this letter I am formally requesting Ahat the City of Carlsbad consider extending the completion date of our application for a Building Permit (Plan Check # PC070036). concerning new improvements on the property listed above. The following are several of the pertinent facts about the project that we hope might be useful to you in evaluating our request for an extension i. Our original application for the referenced submittal was made on May 8, 2007 and according to Building Code Section 18.04.035, would normally expire on May 7, 2008; however, our plan check corrections have required more time due to circumstances beyond our control. Several geotechnical investigations made during the course of the application period required significant modifications to both building structure and storm drainage systems contained in our original submittal. Following the recommendations of our consultants, we modified our metal building plans and storm drain systems to accommodate these needed changes. iii. In particular,. the County Airports Division made changes to the County storm drain system requiring many of the changes to the drainage systems contained on the Magellan Leasehold referenced immOdiately above. IV. The buildings for which we have applied for a Building Permit are part of a more comprehensive leasehold improvement plan, fully approved by the Airports Division of the County of San Diego Department of Public Works, a portion of whichis already in an advanced state of construction and is proceeding under permit from the City of Carlsbad. As Section 105.3.1 of the California Building Code provides that the Building Official may issue a permit for part of a building or structure before the entire plans have been approved, we proceeded in that . . .-. manner to permit and construct the first phase of our improvement plan. We feel it would be of benefit to both the City of Carlsbad and the overall Magellan Aviation development plan for all the hangar and office buildings in the improvement plan to conform to the same codes and standards. V. We moved tenants out of the structures on the site where the new buildings that are the subject our current Building Permit application are to be built, obtained a demolition permit following two Plan Check review cycles and recently proceeded with demolition of those pre-existing buildings. Both the displacement and relocation of those tenants and the demolition were based upon a reliance that our subsequent Building Permits would be issued. We have made lease commitments to new tenants for the new buildings who are significant contributors to the economic health and prosperity of north San Diego County, the City of Carlsbad and Palomar Airport, and the delays that would certainly be occasioned by a new Building Permit submittal and review process would gravely jeopardize those commitments. Such delays would also cause permanent financial harm to Magellan Aviation and to our tenants at Palomar Airport. The Building Code section 18.14.030 "Building permit Expiration" states an applicant can request a six-month extension to a Building Permit. Working with Mr. David Rick of the City of Carlsbad Engineering Department, our civil engineer, Mr. Javad Tanbankuchi, has made considerable progress in our application for a grading permit and we believe that our application for that permit is very close to completion. For the reasons cited above, SClF Palomar, LLC, the ownership of Magellan Aviation, therefore respectfully requests relief from the expiration of the current Building Permit application in process and an extension until June 30, 2008 to complete the approval of that application. We do further understand that we must complete our grading plan application and pad certification within this timeframe in order for the Building Permit to be issued. Finally, on behalf of Magellan Aviation I would like to thank you and Mr. David Rick personally for taking the time to meet with us and for agreeing to give consideration of our request to extend our completion date until June 30, 2008, and hope you will find in favor of such an extension. If you have any questions I can be reached at 760-438- 7603. Yours sincerely, Magellan Aviation Robert Levine, Director and General Manager cc. Mr. David Rick H DRAWING INDEX DRAWING RELEASE HISTORY. DRAWING TITLE PAGES TYPE DATE DESCRIPTIOt Cover Sheet I 10/9/07 rcp, 6%w4G O Notes 2 Anchor Rod Plan 3 Primary Structural 4- q Secondary Structural 10-15 F DVP~BUILIINGS Covering VARCO-PRUDEN Special Drawings 2-1-.Z3 Standard Erection Details 2-4-30 GENERAL NOTES - MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529. A572, Al 011 SS GRADE 55 - COLD FORMED LIGHT GAGE SHAPES A653,A1011 SS GRADE55 BRACE RODS A572 GRADE 65 HOT ROLLED MILL SHAPES ASTM A36 GRADE 36 KSI UNLESS NOTED HOT ROLLED ANGLES A529, A572, A588. A709, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) ASOO GRADE B • CLADDING A653, A792 GRADE 50 A325 BOLT TIGHTENING REQUIREMENTS - IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR - IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE 'SNUG TIGHT' CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2004 ED), UNLESS INDICATED AS "PRE-TENSIONED ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW. * PRE-TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN IBC SEISMIC PERFORMANCE I DESIGN CATEGORY D, E OR F. UBC ZONE 3 OR 4, NBCC ZONES 3 OR GREATER. SEE CODES AND LOADS NOTES BELOW FOR SEISMIC DESIGN CATEGORY. PRE-TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS. - - CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF.IMPACT OR STRESS REVERSAL MUST BE PRE-TENSIONED. . ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE-TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT. OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. CONNECTIONS DESIGNATED AS A325-X OR A490-X SHALL BE [INSTALLED WITH BOLT HEAD ON SIDE OF THE THINNEST PLATE BEING CONNECTED. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED, EVEN IF ABOVE CONDITIONS EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. . . WASHERS ARE NOT REQUIRED FOR "SNUG-TIGHT' CONNECTIONS. PRE-TENSIONED A325 CONNECTIONS TIGHTENED USING THE TURN-OF-THE-NUT METHOD DO NOT REQUIRE WASHERS. A490 BOLTS MUST HAVE WASHERS UNDER THE NUT AND MUST ALWAYS BE PRE-TENSIONED. CODES AND LOADS . . WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. - Building Code: 2001 California Building Code - - ' - Based on Building Code: 1997 Uniform Building Code / . . Hangar A Office: Building Use:Standard Occupancies, Collateral Gravity: 5.00 psI (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psf (Reducible) Rainfall: 4.00 inches per hour Hangar A Office: Meanine 1 @ 14/0/0: FD=20.00 psi, FL=50.00 pat (Not Reducible, Coil. Load:= 10.00 psI, Partition Load:= 20.00 psI SNOW LOAD Ground Snow. 0.00 psi, Flat Roof Snow. 0.00 pat THIS WET SIGNATURE APPLIES TO Snow Exposure Category (Factor): 1 Fully Exposed (0.60) . ALL SHEETS AS LISTED Snow Importance: 1.000 WIND LOAD ON DRAWING INDEX Wind Speed:70 Exp.00 mph, or Basic Wind Wind Importance Factor. 1.000, IQ 40 Wind Enclosure: Enclosed Note: All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Seismic: Zone 4 (See Bolt Tightening Note Above) A ource Type: Other than A and C ource Distance: 10.00 krn C Seismic Expires i'2/31/20 Frame Redundancy Factor 1 0000 Framing R Factor 4 5000 Frame Seismic Factor (/os) 0 2444 Design Base Shear 0.2444 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor.1.0000 - Bracing R-Factor 4.5000, Brace Seismic Factor (%s): 0.2444, Design Base Shear = 0.2444W W Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 - IGSAqe THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP TUISDRAH000.INCLUOIRGTHEflITORREMAINS THE PROPERTY OF W LDMATiOnREREON. COVER SHEET - - - - NOS AND DESIGN AND PERFORMANCE-REQUIREMENTS SPECIFIED BY VP. THE - - -- - - . - - TTIS PROVIDED SOLELY 'OR ERECTNBTHEBUILDSIU - 0 BUILDER . - JOBS VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN ' - -. SDESCRIBED IN WE APPLICABLE PURCHASE ORDER ANDHALL MODIFIED. REPRODUCED OOUS&FOR flrT\cR -- A MW Construction, Inc. 07-4162 OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO - - - - ANY OThERPURPOSEW1ThOUT PRIOR WRITTER jJ .,. ' - CUSTOMER The Magellan Inc.APPROVAL OF VP BUILDINGS. ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. . .-. - g P DATE . QU11DIN7GS 10/9/2007 THE GENERAl. CONTRACTOR AND/OR ERECTOR IS SOLELY 'eftifle' . ' LOCATION - - RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORXMA,ISHIP - Carlsbad, California DRAWNICRECK - - - IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS ______________________________________________________________ DRAWING DETAILS REFERENCED IN THIS DRAW G. - . - ALL APPUCDLENP BUILDINGS ERECTION GUIDES. - VP BUILDINGS, INC. DROJECT Magellan Aviation - Building A-B-FBO ________________ X1 AND INDUSTRYST.NNDUTTOD PERTAINING TO PROPER - AISC CATG. MB CERTIFIEDE E—ON. INCLUDING THE CORRECT USE OF TEMPORARY JUILDERDPOO - VPCEERSION: 6.ob - PAGE - - . - - - . . BRACING. - - 5057 10/9/2007 121359 - LE ACE. 4510-07-Building A B FBOEP2VPC (f'7 Expires 12/31/2OO E.qILDERICONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by Others to obtain pernsts. approvals, and coordinate with other trades. The Builder or NE firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not burnished by VP are to be considered and coordinated by the builder or A/E firm, CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings FOR CONSTRUCTION" drawings and all applicable product Installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected plumb tolerance of any member shall not exceed 1/500, except in Canada Erection tolerances for Canadian projects shall bees specified in GSA S16-01 Clause 29.7. For buildings with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See VP Builder Memo #BM-000. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 It. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid-bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure roust be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWE in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. - DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a sate and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Per VP Builder Memo #BM-001, claims for damage or losses MUST be noted on the Bill-of-Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (FOB. Plant) under the Uniform Commercial Code. It is critical that damages or loss be noted on the Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Brlilder against quantifies billed on the shipping document Neither the Manufacturer nor the caster is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants'- Service Temperature Range (Degrees): Mm -60F (-51C); Max 220F (104C) Tape sealants - Service Temperature Range (Degrees): Mm -60F (-51C); Max 212F (100C) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE . . Ills the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. SSR roof fire tested to ASTM E108-93-Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer. This includes, but is not totted to. removal of roof or well cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTLJs, correction of fabrication errors, etc. The owner shall not impose toads to this structure beyond what is specified for this building in the contract documents. VP Buildings. Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added toads to this structure. Per VP Builder Memo #BM-001, if the builder intends to invoice VP Buildings for modifications in excess of $1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of rnihor misfits, shimrrtng and plumbing, moderate amount of rearrdng, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice lobe part of erection are not subject to claim reimbursement CONCRETE/MASONRYJCONVEI'ffIONAL STUD WALLS The engineer responsible for the design of the well system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and well to VP steel connections. All fasteners, sealant and counter flashing of well systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces including ASCE7-05 Sec, 12.11. PANELS Oil canning is an inherent characteristic of cold formed steel panels. Ills the result of several factors that include induced stresses in the raw materiel delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. mm fastened panels will exhibit some dimpling when installed, especially when insulation is instated between panels and secondary supports. Dimpling can be minimized by careful installation, baring care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed dip panels such as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The SSR/SLR joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed SSR/SLR panels be secured to the secondary structural members and property seamed prior to departure from the job site each day. SKYLIGHTS - VP's Tuflites and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft. area, as well as uniform gravity and uplift load test Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department Drainage systems must be designed by the project professional to comply with code requirements. VP is . not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensify at the building perimeter and at valley conditions to prevent ponding. The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coal when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It lathe Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coal and VP's shop coat See VP Builder Memo #BM-001 & #BM4)02. VP BUILDINGS CERTIFICATIONS PLANT SPECIFIC CERTIFICATIONS Alabama California Missouri No. Carolina Vrilsconsin AlSC MBCert MB Cart. MBCerI. MBCert MBCert. LAS FA-377 FA-240 FA-388 FA-376 FA-378 GSA-A560 VPBULO VPBW9 CWB Clv.1 Div.1 Los Angeles, CA Div.1 Div.1 Houston, TX Approved Approved - Riverside. CA Typal Feb #SP02-0028 Clark Co., NV Fab lD# 241 San Bernardino Co. CA FabtD# 121 ICC Evaluation Reports SSR Roof System - #ER-5621 Panel Rib Roof and Wall - #ER-4879 Vee Rib Wall - #ER-4879 Slate of Florida Product Approvals if 8245- VP PR and VP Walls if 8043-VP SSR and PR Roofs #8713.1 - VPSSRTuf-Ute #8713.2 - VP PR Roof Tub-tile #2690.12-VP SLR (Listed as Span-Lok HP) #3741-Ri - VP TextureClad (Listed as Transamerican Strukturoc, Inc.) Dade Co. Product Approval SSR Roof; Panel Rib Roof; Panel Rib Wall; and Vee Rib Wall Underwriter's Laboratory Approvals SSR Roof-UL#TGIO(-113; SSR Composite Roof Class 90-UbaTG)-113 SSR Roof w/Super Block Class 90-UL#TGt-328; Panel Rib Roof UL Class 60 JL#TGIC(-6&, Panel Rib Roof UL Class 90-UL#TGIO(-64; VP SLRJAEP SL Roof Class 90-UL#TGIO(-90 Factory Mutual Approved Assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24Ga SSR (0.0227" Nominal), is available in Class 1-60,1-75,1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. SLR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR (0.0227" Nominal), is available in Class 1-75 and 1-120. Patents WideBay Trussed Purtins; pal. 6,993,881 pat 6,912,787 Based on section 1630.9.2 of 1997 UBC, the calculated lateral drift (Es r) due to seismic loading in framing direction and bracing direction are 5.4 inches, and 5.5 inches, respectively. This building has not been designed to resist any externally applied load from the proposed building. Therefore, all flashing or other attachments, if applicable, must be designed to tolerate the appropriate differential movements in order to avoid accidental load transfers. Wind design enclosure category of this building is enclosed. In order to maintain design enclosure any walls open to the proposed building must be sheeted at all time. Glazed wall system, and concrete wall are not provided by VP Buildings, Inc. Assumed weights of glazed wall system and concrete wall are 6 psf, and 75 psf, respectively. Contact VP if actual weights exceed assumed weights. - - . PERMIT SET- For Building Dept. Approval . -- THE VP ENGINEER'S SEAL APPLIES . - This DRAWiNG, INCLUDING THE INFORMATION HEREON. eEMarNs THE PROPERTY oFvpBUILDINGS. VP Buildings, Inc. - ' - . ONLY TO THE WORK PRODUCT OF Iris PROATOED SOLELY FOR ERECTING THE BUILDING - Erection Notes - VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE PJ'PLICADi.E PURCHASE ORDER AND OHS/I NOT RE MODIFIED. REPRODUCED OR USED FOR Players Club 3200 Circle Memphis TN 38125 ____________________________________________________________ THE VP ENGINEER'S SEAL DOES ' . ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN . DATE 1110CR I jos. HOT APPLY TO THE PERFORMANCE - APPROVAL OF VP BUILDINGS. arvi NY DESCRIPTION MW Construction, I 07-4162 OR DESIGN-OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP 5TOMER The Magellan Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IN SOLELY I I I I I . I DATE EXCEPT TO ANY DESIGN OR PER- - RESPONSIBLE FOR ACCURATE. G0050UVUTYWORKMOOSNIP 0N EBUILDINGS I 10/9/2007 I I I FOR/IRS/CE REQUIREMENTS . IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THiS DRAWING. Carlsbad, California I - . I I I I I - I . DRAWN/CHECK XF SPECIFIED BY VP. ' ALLAPPLICABLEVPERECTiONGUIDEN. AND INDUSTRY STANDARDS PERTAINING TO PROPER 10/ECT Magellan Aviation - Building A-B-FBO _________________________________________________ Ii ________________________________________ . EOECT1ON.OJCLSDINGTHECORNECTUSEOFTEAIPORARY . Ni'S 5057 OILOER'SPOS vpCvENsion- BOb PAGE BRACING. tU/UILLP,Jf 12:14:00 -. 410-0f-burIUing A-U-t'UO trI-'.VVr, 5 OHs A 05,5 B OHs B - B' D A 1/2' (13mn) DIAMETER OHs A _____________ 2 1/2' (64mm) CONCRETE ANCHORS. I I J PROJECTION(U.O.N.) (NOT BYVP) - I BOTTOM OF COLUMN ':I+ 32— 32— ':: 4 : BASE PLATE 4 OPENING wom14 102— I3 3112' 12 -. 102mm 21(7 I I 121,7 1 I i - NOTE I' (25mm) PROJECTION ABOVE 1- 2117 •, 2 1,7 . BOTTOM OF JAMB CUP 04 64 61 - - - - TYPICALANCHOR Dl (4)3/4" Dia. A36 A.Rods D2 (4)3/4" Dia. A36 A.Rods D3 (4)3/4" Dia. A36 A.Rods D5 (4)3/4" Dia. A36 A.Rods ROD PROJECTION - FRAMED OPENING DETAIL Plate W=lO" L=l'-ll" Plate W=9" L=l'-l" Plate W=9" L=l'-l" - D4 (4)3/4" Dia. A36 A.Rods Plate W=lO" L=1'-9" - - - - Elevation=lOO'-O" Elevation--1001-0" Elevation=100-O" Plate W8" L=lO" Elevation=lOO'-O" Dim A=ll 1/2" Dim B=5 1/8" Dim A=8 1/8" Dim B=9" Dim A=4 1/8" Dim 5=9" Elev.=lOO'-O" Dim A=7 1/8" Dim A=11 1/2" Dim 5=9 1/8" 1/2' (13mm) DIAMETER I. CONCRETE. GROUT. ANCHOR NODS. AND ANY OTHER - - - - r CONCRETEANCHORS EMOEDDEDITEMNARCTOBEFUUNOR000TOTHENS. (NOT By VP) . 2. UNLESS OTHERWISE SPECIFIED VP RUILOINGS ASSUMES - PT3 jfl 3. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND MNSION MR AISC SPECIFICATIONS (FY-SSKSI). BOTTOM OF - ROD EDGE DWENSIGHS AND METHOD OF TRANSFERRING — — — Dl -- — — — — — — — — — Dl. - I . BASE PLATE DETERMINED BYOTHENS. D3 _ LJ 61 4.FOUNDATIONMUSTRELEVELSUUAREAAJOSNOOTN. S - D3 ANCHOR RODS MUST RE ACCURATELY PLACED AS SNOWS - OPENING WIDTH B 31' ON THIS DRAWING OR STEEL WILL NOT FR. I I 05rgn B5nvn L—FLU.SH 5.TUEBUILDERIS RESPONSIBLE FOR ACCURATE SETTING OFAIICHONRODSWFTNININOMOUULCOLUMNROD . 21/7(l3mln) GROUPS -TOLERANCE -ff. DIMENSIONS BETWEEN NOTE 1 (25mm) PROJECTION ABOVE -.O.-. ANCHOR ROD GROUPS - TOLERANCE .-TIE, ERECTiON BOTTOM OF JAMB CUP -a (0=)OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUMB . I PENMBMACODCOFSTUNDANDPRACTWE. N. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE FRAMED OPENING DETAIL - TYPICAL COLUMN REACTIONS REPORT. - W S - 0 - - (DOUBLE JAMBS) BASE PLATE DETAIL - - A - - - - N N C4 4k i 4 ' -ynot'J-- si AtJCJ-(Qr I --------------- N D 140 01 FES C7 3 12 D2 Of I - - - Plres 12/31/2 9" F] Dimension Key - - - - - . ANCHOR ROD PLAN - - - - . - - - Finished Floor Elevation = 1000 (Unless Noted Otherese) PERMIT SET- For Building Dept. Approval. - - '- THE VP ENGINEER'S SEAL APPLIES - THIS DRAWING. INCLUDING THE INFORMATION REREON. - - -- --------------- - - ONLY TWINE WORK PUODUCTOF -- . . RETANNSThDPN0PERTEOFOUILDINGS. - - WBuildings, Inc. -------- -- ANCHOR -- - - - - - - VP AND DESIGN AND PERFORMANCE - RIO PROVIDED SOLELY FOR ERECTING THE BUILDING - - - - Isl 1.1 Details 4 'I - 5 - - REQUIREMENTS SPECIFIED BY VP - • - DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND - 3200 Players Club Circle Memphis TN 38125 - . an eLal uS THE VP ENGINEER'S SEAL DOES - - SHALL NOT BE MODIFIED. REPROOUCEDOR USED FOR - - - - - — - - NOT APPLY TO THE PERFORMANCE APPROVAL OFHP BUILDINGS. My OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY . S DESCRIPTiON - UILBEB - JOBS - - - - - fl OR DESIGN OF ANY STEER PRODUCT - - - ___________________________________________ - - MW Construction, Inc.07-4162 - - - - - - - - OR COMPONENT FURNISHED BY VP - THE GENERAL CONTRACTOR AND/ON ERECTOR IS SOLELY - - - UNTOMER The M 1 - EXCEPT TO ANY DESIGN OR,PER- - - - - RESPONSIULE FOR ACCURATE GCODQUALITY WORKMANSNIP - age an Group,Inc. DATE - AND INDUSTRY DARDSPERTAININGTOPROPER - - - . - FORMANCE REQUIREMENTS - IN ERECTING TIllS BUILDING IN CONFORMANCE WITH THIS . -. OCATION -. - - 10/9/2007 - SPECIFIED BY VP. - - DRAWING. BETAILS REFERENCED IN THIS DRAWING. - - - Carlsbad, California - - - -. - ALLAPPLICANI..EVPERECTIORGUIDES. - VP BUILDINGS ONAWN/CHECK ERECTION.INCLSTANUDING THE CORRECTS EOF TEIAPORAHY - H T Magellan Aviation Building A B-FBO XF - BRACING. NTS DERSPON 5057 ---PCVERSION 60b PAGE 3 - - 5 • • - P ' -S-S.----- - -'-.5-,-',- - :5 CXOO2 CXOO4 - - Jj• Et : '. If 1 PRIMARY AND ROOF BRACING PLAN E Dimension Key. [Expires 12/31/20 afl - PERMIT SET- For Building Dept. Approval Shape Name =HangarAOffice USE 1/2 X 1/2 A325 SNUG liGHTENED BOLTS FOR PURLIN TO . THE VP ENGINEER'S SEAL APPLIES - - T REM NSTME PROP"WOPW BUILDINGS. ASDRAWINGJNCLUDUGTHE INFORMATION HEREON. VI.' Buildings, Inc. - FRAME. GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS - VP AND DESIGTHEN AND PERFORMANCE . ITISPR DED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 PRIMARY AND ROOF BRACING PLAN UNLESS NOTED OTHERWISE. . . REQUIREMENTS SPECIFIED.BYVP. SMALL NOT RE MODIFIED. REPRODUCED 00 USED FORTHE DESORtSEDIN 7MEAPPLICABLE PURCHASE ORDER AND My OTHER PURPOSE ."OUT PRIOR WRITTEN . . UP ENGINEER S SEAL DOES REV DATE WILDER SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OFVPBUILDINGS. I BY I DESCRIPTION MW Construction, Inc. 07-4162__ SIDE OF THE ON E WEB AS THE HILLSIDE WASHER. DESIGN OF ANY OTHER PRODUCT OR COMPONENT BT VP FURNISHED USTOHER The Magellan Group, Inc., THE GENERAL CONTRACTOR AGDOR ERECTOR IS SOLELY . - EXCEPT TO ANY DESIGN OR PER- RENPONSHLE FOR ACCURATE. GOOD OUALDYWORKMANSHIP IN ERECTING THIS BUILDING IN CONFOR AMCEWnNTMIS . OCAHOR Carlsbad, DATE 10/9/2007 F001HANCE- REQUIREMENTS DGMLSREFERENCEDANTROOROWN California VP BUILDINGS ___________________________________________ DNAwNCAECE SPECIFIED BY VP. ALL" PLICABt.EAPERECTDNGSIDER. AGDINDUSTRYSTANDARDSPERTAJNINGTOPROPER ROJCCT . . Magellan VlatlOfl -Building - ERECTION.INCLUDING THE CORRECT USE OFTEMPORARY AIR H NTS . HPC VERSION: 6.ob PAGE 4 A.- .- BRACING. - 5057 . FILFNANF Qjrarne Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth CX005 1 9" .3125 .1644 V i'-iO" i'-iO" 27'-11 3/8" 2 9" .3125 .1644 1'-10" 1'-10" RBX002 3 8" .2500 .1345 21-1" - 2'—l" 231-6" V 4 8" .2500 .1345 V —i" 21-1" CX006 5 9" .3125 .1644 1'-10" 1'-10" -27'—ll 3/8" 6 9" .3125 .1644 l'—lO" i'-lO" 2 i'—O 1/2" 1 8" V ] Dimension Key r - 27'-2" - V 28'-6" PORTAL FRAME ELEVATION ALONG A RhnrIp Nome = l-Ienner A flffi,-. WeD 9 Fremp I Frame Clearances - Horiz. Clearance between members l(CX005) and 5(CX006): 231-6" Horiz. Clearance between members 1(CX005) and 6(CX006): 231-6" Horiz. Clearance between members 2(CX005) and5(CX006): 231-6" Horiz. Clearance between members 2(CX005) and 6(CX006): 231-6" Vert. Clearance at member 2(CX005) 25'-10 3/8" V Vert. Clearance at member 5(CX006): 25'-lO 3/8" V V Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) - V - V of C' [Expires 12/31/20 OBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt V Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt V A 12 A325 3/4" 2 1/2" 3/4" 3 3 PERMIT SET- For Building Dept. Approval - U USE 112 X 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO - THE VP ENGINEER'S SEAL APPLIES - V V THIS DRAWING. INCLUDING THE INFORSRGT1OR HEREON. ONLY REMMNS THE PROPERTY OF W BUILDINGS. - w Buildirgs, Inc. - FRAME GIRT TO FRAME AND GIRT TO CLIP CONNECTIONS O THE WORK PRODUCT OF v AND TDESIGN AND PERFORMANCE RIB PROVIDED SOLELY 3200 Players Club Circle Memphis TN 38125 PORTAL FRAME ELEVATION ALONG A UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED RY VP. THE VP ENGINEER'S SEAL'DOES DESCRIBED IN ~E IUPKIC~E PURCHVSE ORDER AND S LL NOT BE MODIFIED, D OR USED FOR.Y -. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME V NOT APPLY TO THE PERFORMANCE . . OTHER PURPOSE -THO T PRIOR WRITTEN ROPROVAL OF VP BUILDINGS. REV BATE NY DESCRIPTION WILDER MW Construction, Inc. V - JOB 07-4162 SIDE OF THE WEB AS THE HILLSIDE WASHER. - OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP RESPONSIBLEFOOACCURVRTEVGOODOUHLITYWORRMARSHIP DESIGN USTOiBER The Magellan Group, Inc. V\ THE GENERAL CONTRACTOR AJiDIOR ERECTOR IS SOLELY V - DATE 1019/2007 EXCEPT TO ANY DESIGN OR PER- ANSi V - - ______________________________________________________ -- FORARANCE REQUIRroIENTS - IN ERECTING THIS BUILDING IN CONFORMNICE WITH THIS - C ii bad C IN mi ORAWRICRECK SPECIFIED BY VP. - -V DRAWINSVDRTMLS REFERENCED IN THIS IRARANG. ULLAPPLICAOLERP ERECTION GUIDES. ROJECI V V I IN V lAID INDUSTRY STANDARDS PERTAINING TO PROPER - - Magellan Aviation - Building A-B-FBO XF - ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY - NTS RE - 5057 - VPC VERSION: 6.ob PACE 5 V - - - SHARING. V - . •- 10/9/2007 12:14:06 FILENAME: 4510-07-Building A-B-FBO EP2VVPC Qraine Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail Cee Mark No cx001 1 8" .5000 .1875 i'-O" 29 -0" 271 -6 1/4" 2 8" .5000 .1875 29-0" 2'-10" RBX061 3 5" .3125 .1345 29-4" 21 -4" 33'-10 13/16" 4 5" .2500 .1345 2'-4" li-in 5 5" .2500 .1345 i'-i" 19 -6" CX002 6 8" .5000 .1875 1'-11 1/8" 2'-10" 281 -3 1/2" S 7 8" .5000 .1875 11-0" li-li 1/8" - EPX001 U 8 7" .2500 .1875 9" 9" 251 -6 5/16" BR25C7 - 40'-O 1/8" 0.250:12 8 10@3'-6" Frame Clearances - - - Horiz. Clearance between members l(CX001) and 6(CX002): 34'-83/4" Horiz. Clearance between members l(CXOOi) and 7(CX002): 35'-7 5/8" Horiz. Clearance between members 2(CX001) and 6(CX002): 33'-10 3/4" Horiz. Clearance between members 2(CX001) and 7(CX002): 34'-9 5/8" Vert. Clearance at member 2(CX001): 25'-2 5/16" Vert. Clearance at member 6(CX002): 26-B 3/4" Vert. Clearance at member 8(EPX001): 251 -6 1/4" . Finished Floor Elevation = loo'-O" (Unless Noted Otherwise) - -r - Ln Cn 0 C3 go Ij -1___- -- - ITi B il _ -1- - RBX001 - - - en 0 0 0 - - - • - U S. • . • B • S CSI - - - -. - __________ _____________ __._ -.----.- - e 12-A- E E,4-f-1 kJI pj C 11 JXpires 1 2/31/2o'J - - 9 5/8" 7 l'2 3/8" 191 0 9/16"_ 1 _20'hl 7/16" OBolt Connection & Plate Schedule 6 2 8 11 -4 11/16" . Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer 5 l'-.O 3/16" - 40'-0"_________________________________ Dia. Length Thick. Out In Bolt - 'n-" • FRAME CROSS SECTION AT FRAME LINE (5) 1 A 16 A325 3/4" 2 1/2" 3/4" 4 4 3 - l'-3" ' B 12 A325 3/4" 2 1/4" 5/8" 3 3 2 V-a" C 4 A325 1/2" 1 1/2" 3/8" 1 1 '-1' 45/8" F] Dimension Key' ' - - - - - - PERMIT SET- For Building Dept. Approval - - , Shape Name = Hangar A Office Wall 4, Frame 1 USE 1/2 Xl .1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO -- -. . THE VP-ENGINEER'S-SEAL APPLIES - • - - THIS DRAW1NG. INCLUDIN THE INFORMATION AEREON. ONLY G REMNNSTNEPROPERIYOFS'PBUILSINOU, - VP Buildings, Inc. . FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS - 'VP TO THE WORK PRODUCT OF AN U DE;SIGN AND PERFORMANCE --ITISPR DED SOLELY F09 EnECTING ME BUILDING DESCRIBED IN ME APPLICABLE PURCHASE ORDER AND 3200 Players Club Cire MempNs TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 1 UNLESS NOTED OTHERWISE. - REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR - SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME - THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE . ASYOTHERPORPoSEWTTHOUTPRIORWRrrTEN APPROVAL OF HP BUILDINGS. REV DATE BY ' DESCRIPTION WILDER MW Construction, Inc. 07-4162 SIDE OF THE WEB AS THEHILLSIDE WASHER. RE OF ANY OTHER PRODUCT , ORDESIGN COMPONENT FURNISHED BY VP . S The Magellan Group, Inc. - THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY - ________________ EXCEPT TO ANY DESIGN OR PER- SPECIFIED BY VP. - FORMNUCE REQUIREMENTS'DRAWING. RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORYMANURIP DETAILS ENCEDIN ERECTING "IS BUILDING IN CONFORMANCE WITH THIS OCA ION Carlsbad Califomia DATE 10/9/2007 IN THIS DRAWING.EBUILDII~GS DRAW - . CNECK XF - . AILLAPPLICABL VP ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TOPROPER . TOJECT MagellanAviation-BuiIdingA-B-FBO iirrs -- PAGE 6 ERECTION INCLUDING THE CORRECT USE OF TEUAPORAU SlIDER S POt 5057 -- lIVE VERSION 6 Ob fres 12/31Ij 0irame Member Schedule Fart Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail Cee Mark No CBX001 1001 5" .1345 .1345 9" 9" 41_4 7/16" cx003 1 8" .5000 .1875 l'-O" 29 -0" 271 -6 1/4" • 2 8" .5000 .1875 2'-0" 2'-10" RBX001 '3 5" .3125 .1345 21-4" 21 -4" 33'-10 13/16" 4 5" .2500 .1345 21-4" 1,—i" 5 5" .2500 .1345 11-1" 11-6" " CX004 6 8" .5000 .1875 l'-ll 1/8" 2'-10" 281-3 1/2" 7 8" .5000 .1875 11-0" 1,-11 1/8" EPX002 8 7" .2500 .1875 9" 9" 251 -6 5/16" BR25C7 C A —401 -0 1/8" 0.250:12 • I 9 10 @ 31-6" Frame Clearances Horiz. Clearance between members 1(CX003) and 6(CX004)': 34'-8 3/4" Horiz. Clearance between members 1(CX003) and 7(CX004): 351 -7 5/8" Horiz. Clearance between members 2(CX003) and'6(CX004): 33'-10 3/4" Horiz. Clearance between members 2(CX003) and 7(CX004): 34'-9 5/8" Vert. Clearance at member 2(CX003): 25'-2 5/16" Vert. Clearance at member 6(CX004): 261-8 3/4" Vert. Clearance at member 8(EPX002): 251 -6 1/4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) S. U, LIIII1 LL±i CID NN2l1 14 CBXOOI. 14 41-0" 0.250:12 13 3 1/2" 12 2'-2 5/16" 11 1'-6 3/16" 1rm l IWO - RBX001 C) C') 0 S 0 C') 4EZJXJE SEAM A) - o o C) - 0 C) 0 ;. F - (.4 N 10 " 1 . . 8 11 -2 3/8" - . _. . 7 2 @.11 -4 11/16" . 191-0 /ib —20 —11 II16" OBolt Connection & Plate Schedule 6 11-0 3/16" • . . - . 40'-O" . Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer 5 3'-11" . Dia. Length Thick. Out In Bolt 4 11-3" • . FRAME. CROSS SECTION AT FRAME LINE(S) 2 - A 4 A325 3/4" 2" 1/2" 1 1 3 4 5/8" B 16 A325 3/4" 2 1/2" 3/4" '4 4 2 10'-11" . - ' C 12 A325 3/4" 2 1/4" 5/8" 3 3 1 4'-0" , . . . D 4 A325 1/2" 1 1/2" 3/8" 1 1 LI Dimension Key PERMIT SET- For Building Dept Approval Shape Name =HangarAOfficeWaIl4 Frame 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER S SEAL APPLIES rDRAwMG INCLUDING THE INFORMATION ERROR RHS THE PROPERTY OF W BUILDINGS. VP Buildings Inc FRAMEGIRT TO FRAME,AND GIRT TO CLIP CONNECTIONS' . PRODUCT OF,-GIRT OWL To THE WORK F VP AND DESIGN AND PERFORMANCE , IT IS PRO~DED SOLELY FOR ERECTING THE WILDING 3200 Players Club Circle Memphis TN 38125 ' FRAME CROSS SECTION AT FRAME LINE(S) 2 UNLESS NOTED OTHERWISE. REQUX REMENTS SPECIFIED FEED BY VP. . DESCRIBED IN THE APPLICABLE MIRCHASE ORDER AND SHALL ROE BE MODIFIED. REPRODUCED OR USED FOR ____________ REV DOTE DV ' DESCRIPTION WILDER JOB B THE VP ENGINEER'S SEAL DOES ANYOTHENPORPOSEWITNODTPRIORWRITTEN ' , 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. , - MW Construction, Inc. E The Magellan Group, Inc.TE 162 SIDE OF THE WEB AS THE HILLSIDE WASHER. VT OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP TREGENERAL CONTRACTOR AHDIOR ERECTOR IS SOLELY _______________ EXCEPT TO ANY DESIGN OR PER- RESPONSIULE FOR ACCURATE. GOOD 0UAJ.ITVWORNMANSHIP IN ERECSIBGTHIS DUU.DINGNCONFORMABCE WITh THIS California 10/9/2007 OCATIOR CarlsbadDRAYANG. DETAILS REFERENCED IN THIS DRAWNG., ' • FODIWJCE REQUIREMENTS . VP BUILDINGS S . - - DNUWBICRECR - . - SPECIFIED BY VP. t . ' • - ALL RPPLIGAULEVP ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TOPROPER AbJECT MagellanAviation - Building - . - , • • . , ERECTION. ?NCLUDING THE CORRECT USE OFTEMPORARY U • - - • • NITS •' PAGE • - 7 . • • - . S . BRACING. 5057 UPCIUERSIORI SOb o rame Member Schedule Part Mem Width Thick WebThk. Depthl Dêptb2 Approx.Lgth CX007 ]. 9" .3750 .1644 11_8 l'-B" 271-1 11/16" 2 9" .3750 .1644 1'-8" RBXO03 3 8" .2500 .1345 21 -0" 21-0" 23-10" 4 on .2500 .1345 21 -0" 21-0" CXOO8 5 9" .3750 .1644 l'-S" 11-8" 271 -1 11/16" 6 9" .3750 .1644 11 -8" J - - Ii 1 II - [E xpires i2/3l/2Ofl I 271-2" - - 28'-6" QBolt Connection & Plate Schedule - Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt -: PORTAL FRAME ELEVATION ALONG C A 12 A325 3/4" 2 1/2" 3/4" 3 3 2 11 -0 1/2" 1 8" Dimension Key Shape Name =Hangar 'OfficeWaIl4 Framel - - PERMIT SET- For Building Dept Appiàal 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. THIS DRAWIG INCLUDING IHEI FORMATION HEREON VP Buildings Inc FRAME GIRT TO FRAME AND GIRT TO CLIP CONNECTIONS -WORK LY TO THE PRODUCT OF VP AND DESIGN AND PERFORMANCE IT IS PROWDED SOLELY FOR ER ECTING TH E BUILDING 3200 Players Club Circle Memphis TN 38125 PORTAL FRAME ELEVATION ALONG C UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. DCSCROED IN THERPPLCBLEPURCSO5EORDER SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ______________________________________ 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME HE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE . . RPPROVALOFSP BUILOINGN. REV DATE BY DESCRIPTION MW Construction. Inc. SIDE OF THE WEB AS THE HILLSIDE WASHER. . - OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED NT VP THE GENERAL CONTRACTOR ARDIOR ERECTOR IN SOLELY • H ER The Magellan Group, Inc. . U14 DATE - EXCEPT TO ANY DESIGN OR PER- RESPONSINLE FOR ACCURATE. GOOD 0UAI.ITYWORKM.RNNRIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS oc no 10/9/2007 FORMANCE REQUIREMENTS SPECIFIED BY VP. . DRAWING, DETAILS REFERENCED IN THIS DR WING ALL APPLICABLE RP ERECTION GUIDES. ___________________________________________ . Carlsbad Calirornia ROIECT . VP BUILDINGS DRAW IC CCC . . - AND INDUSTRY . Magellan viation - Building - ERECRON.INCLUDINGThEEORRECTUSEOFTEMPOR.BRY BRACING. NTS - .ICR 5057 VPE VERSION: 6.ob PAGE - 8 US1I IJUIIUS 19 ,VLrI ..nJL.rL. Vr¼. I- . • - - Frame Clearances Horiz. Clearance between members 1(CX007) and 5(CX008): 23'-10" Horiz. Clearance between members 1(CX007) and 6(CX008): 23'-10" Horiz. Clearance between members 2(CX607) and 5(CX008): 23'-10" Horiz. Clearance between members 2(CX007) and 6(CX008): 23'-10" Vert. Clearance at member 2(CX007): 25'-1 11/16" Vert. Clearance at member 5(CX008): 25'-1 11/16" Finished Floor Elevation = 100'-0" (Unless, Noted' Otherwise). 0 Frame Member Schedule Part Mem. Width Thick. Webthk Depth Approx. Lgth SI' 14" "1.3+5;) . - 513)C22. Z a" 6 ,1644 i - ' 04 . Te IS DIAPHRAGM FORCES, DECK NBVP: - THE MEZZANINE PECK IS NOT DESIGNED OR FURNISHED BY VP. THE DIAPHRAGM LATERAL FORCES SHOWN MUST BE TRANSFERRED BETWEEN THE VP MEMBERS AND THE DECK. THE FASTENERJ\NELD SPACING TO DEVELOP THIS FORCE TRANSFER MUST BE DETERMINED BY THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE DECK. VP IS NOT RESPONSIBLE FOR THE PERFORMANCE OR DESIGN OF THE DECK. - - DIAPHRAGM OPENINGS NBVP: OPENINGS IN THE MEZZANINE DECK (NBVP) MUST BE DESIGNED TO.TRANSFER DIAPHRAGM FORCES ACROSS THE OPENINGS. VP IS NOT RESPONSIBLE FOR THE DESIGN OF DIAPHRAGM FORCES AROUND OPENINGS. THIS MUST BE CONSIDERED BY THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE DECK OR BY THE PROJECT ENGINEER. IF VP IS REQUIRED TO PROVIDE ADDITIONAL COLLECTORS FOR THE OPENINGS, SUCH REQUIREMENT MUST BE DELIVERED IN WRITING TO VP BEFORE THE BUILDING IS RELEASED FOR FABRICATION. STAIRS: . . . IF SUPPORT OF A STAIR REQUIRES ATTACHMENT TO ANY OTHER VP MEZZANINE MEMBER, THE BUILDER MUST NOTIFY VP. . . . 1 Mezzanine 1 @ 14/0/0 Floor Type Non-Composite Loading Type Office Mezzanine Category Entire Floor Bracing Category Unbraced Top of Floor - 14 1-0" Total Thickness of Deck + Topping 1 1/8". Top of JOist 13'-10 7/8" Mm. Clearance from Floor to Rafter - - - Mm. Clearance from Floor to Joist Floor Dead Load Floor Live Load Coll. Load: Partition Load: Floor Live Load Deflection Floor Dead + Floor Live Deflection C X001 rc X003 I : .H. Mezzanine Layout - 14 1-0" . . OpcAU° [Expires 12/31/2O1 9 Dimension Key PERMIT SET- For Building Dept Approval Shape Name =HangarA Office. Wall . - THE VP ENGINEER' S SEAL APPLIES . 'THE - • . - - THIS DRAITRNG,INCLUDING THE INFORMATION HEREON RENEVNSTHE PROPERTYOFVPBUILDINGS. . . .................... --------. VP Buildings, Inc. . - ORK PRODUCT OF VNLY DT H AND W PERFORMANCE - ' . . - . * .. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLAASLE PURCHASE ORDER D 3200 Players Club Circle Memphis TN 38125 . . , ,• Mezzanine Layout - 14-0 * EQUIREMENTS SPECI Fl ED BY VP. REQUIREMENT S . - SHALL NOT BE MODIFIED. REPRODUCED OR USED FORTHE VP ENGINEER SEAL DOES RNVOTRCRPURPOSEWOHOUTPRIORWRITTEN REV DYE 3UILOER NOT APPLY TO THE PERFORMANCE APPROVAL OF - BUILDINGS. OR DESIGN OF ANY OTHER PRODUCT 07-4162 BY DESCRIPTION MW Construction, Inc - OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR URDIOR ERECTOR IS SOLELY - - USTORER The Magellan Group, Inc. -. . \\,f,.-..L.J DATE - EXCEPT TO ANY DESIGN OR PER- RESPONSIULE FOR ACCURATE. 000D DUALITY WORRMANSHIP IN ERECTING THIS BUILDING IN CORFORDACCE WITH THIS TION . . / 10/912007 FORASANCE REQUIREMENTS SPECIFIED BY VP DRAWING. DETAILS REFERENCED IN THIS DRAWING. AND INDUSTRY STANDARDS PERTAINING TO P fE . - . Carlsbad, California DRAW ICUECK - . ROPER rOJECT Magellan Aviation Building A B-FBO XF . . ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY UILDERS POI BRACING. - 5057 FILER— IIPC VERSiON BOb PA GE Mezzanine 1 8 14/0/0 Floor Type Non-Composite Loading Type Office Mezzanine Category. - Entire Floor Bracing Category Unbraced Top of Floor . 141 0" Total Thickness of Deck + Topping 1 1/8" Top of Joist ' 13'-10 7/8" Mm. Clearance from Floor to Rafter 121-0" Mm. Clearance from Floor to Joist 121_0n Floor Dead Load 20.00 psf Floor Live Load 50.00 psf Not Reducible Coil. Load: 10.00 psf Partition Load: 20.00 psf Floor Live Load Deflection 360 Floor Dead + Floor Live Deflection 240' - CX002 - CX004 Delailen Included the following notes on the IneanJne pins (or refer In notes on p1a4 MEZZANINE LOADING: R10 DECK DEAD OFFICE UVE 50 PS JOISTDEAD STORAGE LIVE N/A PSF FRAMING DEAD PSI' PARTITION 20 PSI' COLLATERAL PSF ' OTHER PSI' — DESCRIPTION_I COLLATERAL LOADS INCLUDE. BUT ARE NOT LIMITED TO, LIGHTS. SPRINKLERS. SUSPENDED CEILINGS, DUCTS, AND OTHER TRADES SUSPENDED FROM THE BOTTOM CHORD' OF THE JOISTS. VP BUILDINGS IS NOT RESPONSIBLE FOR CHECKING FLOOR VIBRATIONS. JOIST & GIRDER DESIGN (BY VP): ALL 3-PLATE JOISTS AND GIRDERS DESIGNED BY VP HAVE BEEN DESIGNED FOR 10% OR 1 INCH (WHICHEVER IS LOWER) ACCUMULATION TO ALLOW FOR CONCRETE PONDING DURING ERECTION. VP JOISTS AND GIRDERS HAVE BEEN DESIGNED FOR THE FOLLOWING DEFLECTION LIMITS: 1/240 FOR LIVE LOAD AND DEAD LOADS COMBINED. 1/360 FOR LIVE LOAD ONLY. A ALL FLOOR JOISTS TO BE FIELD WELDED WITH MINIMUM OF 2 OF 1/8 FILLET WELD, 1/2 EACH SIDE OF SEAT, UNLESS NOTED OTHERWISE. PLACE AND SECURE ALL JOISTS IN ACCORDANCE WITH THESE NOTES, THE VP DRAWINGS, THE JOIST MANUFACTURER'S FINAL ERECTION DRAWINGS AND ERECTION GUIDELINES, STEEL JOIST INSTITUTE (SJI) REQUIREMENTS AND SPECIFICATIONS AND APPLICABLE OSHA REGULATIONS. X002 IT CX001 , CX003 ' 19 ES 28'-6" 30'-0" I . ' 713 — I-, MEZZANINE JOIST PLAN ' . OPC Expires 12/31/20 o7j 1 9" Dimension Key PERMIT SET- For Building Dept. Approval Shape Name = Hangar A Office THIS DRAWING. INCLUDING THE . . . . 1 UNLESS NOTED USE 1/2 X 112 A-325 SNUG TIGHTENED BOLTS FOR TiiF.VP ENGINEERS SCd.WORK 05PPLI5ES noesCS THE PROPERTY OF BUILDINGS. 110 EREON VP BuildingsONL, Inc J PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE VP AND DESIGN AND PERFORMANCE . 9 93 FIR/DDSOLELY FOR ERECTING THE BUILDING SCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 MEZZANINE JOIST PLAN BRACE TO PURLIN CONNECTIONS - REOGI REMENTS SPECIFIED BY VP. , SHALL NOT RE CODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES VEYOTSERPURPOSEWITSORTPNIORWRITTEO E. hOER OR DESIGN OF ANY OTHER PRODUCT2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE NOT APPLY TO THE PERFORMANCE APPROVAL OF VP NUILD15SS. REV DATE 01 DESCRiPTION f_MW Construction,Inc. ' 07-4162 ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR CONTRACTOR * THE GENERAL CORTCTOR ANDIOR ERECTOR IS SOLELY . * !USTOMER The Magellan Group, Inc. \ ,'L..Lj'DAM TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ' EXCEPT TO ANY DESIGN OR PER- . R IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS ESPONSOLE FOR ACCURATE. * lOCATiON Carlsbad California . \,fl f' 10/9/2007 ROOF BRACING WiTHOUT PRIOR AUTHORIZATION IS PROHIBITED. SPECIFIED BY VP. FORURANCE REQUIREMENTS - - ' . . . . ALL %DETAILS REFERENCED IN 15 DRAWING. :'ABLE VP ERECTION GUIDES. , ROJECT * . . . ., ['\JVP BUILDINGS ORAWRICHECE AND INDUSTRY STANDARDS PERTCJNINO TO PROPER * . i Magellan Aviation - Building A-B-FBO V.E8h XF ERECTION INCLUDING THE CORRECT USE OF TEMPORAR hITS OCR 5 P0 5057 PC VERSION 6 Ob P GE 0 10/9/2007 12:14:15 FILENUML 4510-07-Building A-B-FBO EP2.VPC QP'art Mark Key Secondary Part Schedule 1 P97 Mark Part Thick. Depth Lap 2 GCC072084 002T2911413 0.0920 8 1/2" 3 GFA106 006T2911414 0.0820 8 1/2" (+) SSR Fixed Clip LocE55on 0011JE28080% 0.1200 8 1/2' - ( E57 01UE0808217 0.0590 8 1/2" G946 001T25091## 0.1200 8 1/2" G959 003T2911412 0.1050 8 1/2- G966 004T2911411 0.1200 8 1/2" G967 005T2911415 0.0730 8 1/2" P97 01T0605517 0.0590 8 1/2" Qsag Angle Schedule Id Qty Mark No Spacing 1 24 5A3082(X-ing) 31-6" 2 4 5A1073(X-ing) 11-4 11/16" 3 4 SA1051(X-ing) 1'-2 3/8" 4 2 SA2046(X-ing) 21-2 5/16" See SED: BR09A5 for installation of X-ing :.- .:.: Lzil • ROOF SECONDARY PLAN - 0p° 2 41 -0" Expl,es 12/31/2O Dimension Key * PERMIT SET- For Building Dept. Approval Shape Name = Hangar A Office, Shape = Hangar A Office, Shape = Hangar A Office I UNLESS NOTED USE 1/2 X 11/2 A-325 SNUG TIGHTENED BOLTS FOR THE VP ENGINEER 's SEAL APPLIES O THE WORK-PRODUCT OF . .. TH S DRAWING. INCLUDING THE REMOSTHE BUILDINGS. HEREON.- VP Buildings, Inc PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE = V AND TDESIGN-AND PERFORMANCE - 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY PLAN BRACE TO PURLIN CONNECTIONS. EQUIREMENTS SPECIFIED BY VP.' 5 DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BENODALED. REPRODUCED OR USED FOR S THE VP ENGINEER'S SEAL DOES REV . 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE NOT APPLY TO THE PERFORMANCE - AVPROVAL OFVP BVLDINGN. DATE BY DESCRIPTION MW Construction, Inc. ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR OR DESIGN OF ANY OTHER PRODUCT OR COMPONETIT FURNISHED BY VP RAE GENERAL CONTRACTOR ARDIOR ERECTORS SOLELY OSTOSRER The Magellan Group, Inc. \ 07-4162 TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF - EXCEPT TO ANY DESIGN OR PER- - RESPONSIBLE FOR ACCURATE. GOOD OUALETYWORKMAISSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS - . OCATION Carlsbad California \' f' DATE 10/9/2007 ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED FORMANCE REQUIREMENTS APAGIS REFERENCED IRTHIS DR Califoa ALL APPLI&ABLE W ERECTION GUIDES.OW ... VVP BUILDINGS ORAWRICHECK - . . . AND INDUSTRY STANDARDS PERTAINING TO PROPER - Magellan Aviation - Building A-B-FBO . VWS - XF - - . ERECTION. INCLUDING THE COITRECTUSE OFTEMPORARY - 2GB PAGC - - - - BRACING. NTS 5057 -. VPC VERSIONI 6.ob - -. 10/9/2007 12:14:13 FILCNRBREI 4510-07-Building A-B-FBO EP2.VPC Secondary Part Schedule Mark Part Thick. Depth Lap * SBX001 0.1345 l'-O" SBX002 0.1345 l'-O" G9 0.0590 8 1/2" G971 001G1808517 0'.0590 8 1/2" H74 DH0911617 0.0590 8. 1/2" OFrame Member Schedule CEramed Opening Locations Part Width Thick. Webthk Depthl Approx. Lgth Id Width Height Sill Ht. Frame To, Diinen. SBXOOZ 5" .I87, .1345 io—o' F01 101 -0" 141 -0" 99-0" BL Jamb-L 201-0" SBX002. 5" .1345 , 91-0 9/16" F02 101 -0" 20'-O" 31-0" 1 Jamb-L 9'-0 9/16" ( 3 1'-3" 2 0'-O" 1 11 7/16" Dimension Key 01 cli AE4A/ 2 C14 / .SBXOOV ' : C2 j Ty?. (2_ CONCRETE WALL. 5 WePDR 201-0" jiijf 91 -0 9/16" 10,-0n 33_) 20'-11 7/16" 19'-0 9/16" 4 1 -" SECONDARY ELEVATION AT 1 , - .. .. ' Expires 1 2/31/200?j PERMIT SET- For Buildinq Dept. ApproaI UNLESS NOTED, USE 1/2 XI 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP - GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, ' - JAMB AND HEADER CONNECTIONS. ' WiND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL - SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL - AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. . ' - - THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP DESIGN AIRS PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMU.NCE REQUIREMENTS I SPECIFIED BY VP. - - . . ' - , - . , ' . . . . , __. - - THIS DRAWING. INCLUDING THE INFORMATION HEREON. - RCMPJNSTREPROPERTYOF'IPUUILDINGS. . - MIS PROSTDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE PPUCABLE PURCHASE ORDER ARID ARIVOTRER PURPOSE OUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SMALL NOT RE MODIFIED, REPRODUCED OR USED FOR -, - VP Buildings, Inc. - 3200 Players Club Circle Memphis TN 38125 - SECONDARY ELEVATION AT 1 REV I DATE I By ' ,UILSCR M\N Contruclion,Inc. _I' '15T01150 TheMagellanGroup_Inc. _I ORATION Carlsbad,California I NOJECT Magellan Aviion-_BuildingA-FBO I 07-4162 THEGENER.SLCOHTRACTONRUIDIOR ERECTORIGSOLCLY _--RESPONSIBLE FOR ACCURATE. GOOD OUALITY WORKJUUJISRIP IN ERECTING THIS BUILDING IN CONFORMUSDEWTTH THIS ORAWING.00TUJLSREFERENCEDINTNISROAWING. ALLAPPLICAULEUPERECTRONGUIOES. . - URIS INDUSTRY GTUBDASDS PERTARNING TO PROPER I_I_I DATE 10/9/2007 I_I_I_- I_II - _DESCRIPTION I I_I I I I - DRAWNICHECE XF ERECTION. INCLUDING THE CORRECT USE OF TEGIPON)JRY BRACING. NTS UILDERS POt 5057 VPC VERSION. 6.ob PAGE 12 - - 10/9/2007 : 12:14:16 FILEDURICI 4510-07-Building A-B-FBO EP2.VPC j~ A 4 28'-6" - 1 ' 30'-0" SECONDARY ELEVATION AT A A flUI, IAI,,II -'S 1 9" LiDiJuension Key. PERMIT SET- For Building Dept. Approval UNLESS NOTED, USE 1/2 X 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, - GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT. JAMB AND HEADER CONNECTIONS. . WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL ORALTERA11ON OF WALL BRACING WITHOUT . PRIOR AUTHORIZATION IS PROHIBITED. . - .' THE VP ENGINEER'S SEAL APPLIES ONLY TO THE RIS ONLY OF VP AND DESIGN AND WO PERFORMANCE REQUIREMENTS SPECEPIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER. PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORNASECE REQUIREMENTS SPECIFIED BY VP. - - . . . - THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF UP BUILDINGS. ITISPROVTDEDSOLELYFOR ERECTINGTNEOIIIEDIHO DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT RE MODIFIED. REPRODUCED OR USED FOR NVOTHERPURPOSEWITHOUTPRIORWRRTEN APPROVAL OF VP BUILDINGS.. . VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 . SECONDARY ELEVATION AT A ' - •. I. REV , I DATE I DY I I I DESCRIPTION BUILDER MW Construction, Inc. USTOMER The Magellan Group, Inc. OCATION Carlsbad, California ROJECI MagellanAvialion - BuildingA-B-FBO I I I DINGS I II VPPLS I JOBS 07-4162 - THE GENERAL CONTRACTOR AUDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. G000GUALITYWORKMANSHIP IN ERECTING THIS BUILDING! CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIN DRAWTHG. ALLAPPI.ICASLEVPERECTIONGAIOCS. ANOIHOUSTRYSTANDARDOPERTWSINGTOPROPER • I I I I DATE I 10/9/2007 t I I I I I I I I I -- DRAW CHECK XF * • - - . ERECTION. INCLUDING THE CORRECT USE OF PORANY BRACING. - NTS UILDERS PUS 5057 VPC VERSION 6.ob PAGE 13 10/9/2007 -. 12:14:17 PILEBANU 4510-07-Building A-B-FBO EP2.VPC Q'art Mark Key Secondary Part Schedule GFA106 Mark Part Thick. Depth Lap S - SBX001 0.1345 .1'-O" - SSX002 0.1345 11-0" G9 0.0590 8 1/2" G941 01G0908417 0.0590 8 1/2!! G971 001G1808517 0.0590 8 1/2" ( - G972 002G2007414 0.0820 8 1/2" H23 - DH1000017 0.0590 8- 1/2" J188 001J1411217 0.0590 8 112" QFrame Member Schedule Part Width Thick- Webthk Depthl Approx; Lgth _SBX002 5" .1345 . - 91 -09/16" SBX001 !t 0,2.O .1345 1010" 4 jl_3fl 3 11 7/16" 2 0'-O" 1 4'-O" Dimension Key PERMIT SET- For Buildina DeDt. Aboroval UNLESS NOTED, USE 1/2 X 1/2 A325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, - ' - JAMB AND HEADER CONNECTIONS. - - - \N1ND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP.- THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE - - - - - - - . • - - . 5 - . - DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND THIN DRAWING. INCLUDING THE INFORMATION HEREON. ----- REMAINS THE PROPERTY OFVPBUILDINGS. - IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING SHALLNOT BE MODIFIED, REPRODUCED 00 USED FOR MIYOThEHPURPOSEWITHOUTPRIORWRSrEN APPROVAL OF VP BUILDINGS. - VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 - - SECONDARY SECONDARY ELEVATION AT 2 REV1 DATE BY - DESCRIPUON BUILDER MW Construction, Inc. - I I JOB! SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL - AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT - PRIOR AUTHORIZATION IS PROHIBITED. - OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- - FORMANCE REQUIREMENTS - SPECIFIED BY VP. . - - - , • , - - USTOMER The Magellan Group, Inc ORATION Carlsbad, California . HOJECT Magellan Aviation - Building A-B-FBO . I - I ii LDINGS VPO I 07-4162 THE GENERAL CONTRACTOR ABDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCUNATE,00000UALITYWORHMAHSRIP INERECTINNTHIDBUILDiNGINCONFORBANCCWITHTRIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL BPPLICUBLE VP EHECT1ON GUIDES. AND INDUSTRY STANDARDS PERTAINING TO PROPER I I . - I DATE I 10/9/2007 I I - I I I I . I I I I I I - DRAWNICHECK XF - , - . - S 5 ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. . UILDEII•GPOS 5057 ___________________________________________ VPCVERSIDN: 6.ob NT5 - PACE 10/9/2007 - 12:14:18 - PILEBABE 4510-07-Building A-B-FBO EP2.VPC P Oart Mark Key Secondary Part Schedule 1 GFA106 Mark Part Thick. Depth Lap SBX003 0.1345 .11 -0" G9 0.0590 8 1/2" G973 003G2709416 0.0650 8 1/2" 0 Frame Member Schedule Part Width Thick. Webthk Depthl Approx. Lgth SBX003 5" ..iF5 .1345 - 11 -0" 91_3fl cL4Kt2 J!4-LL - QFrained Opening Locations - Id Width Height Sill Ht. Frame To Dimen. F01 101-0" 201 -0" 3'—O" BL Jamb—L 0'—O" F02 20'-0" 231 -0" 1 Jamb—L 9t_3fl I 04 1Z /—SBXb03 1A I - Concrete Tilt-Up 5 1/2" thick F 10'-0" -{ 201 -10" 1' 281 -6"- 301 -0" P ' Cj1j'S 3 11 -3" — OcUO •0 1 -0" , II Dires_1 2/31/20 1 .9" . . SECONDARY ELEVATION AT C Dimension Key Shape Narne=HangarAOtfice_Wall _4 PERMIT SET- For Building Dept Approval 1 UNLESS NOTED USE 1/2 X 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP THE VP ENGINEER 'S SEAL APPLIES THIS DRAWING. INCLUDING THE INFOiMATION REBGTHEPRAPEATEFP B HEREON,VP Buildings Inc - GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT. vi' s DESIGH AlEX PERFORMANCE . ' IT IS PROVIDED SO ELY FOR ERECTING THE BUILD NO DESCRGEDINTHEAPPUCBLEPVRCSEOHOER OF AND 3200 Players Club Circle MernpNs TN 38125 SECONDARY ELEVATION AT C JAMB AND HEADER CONNECTIONS. REQUIREMENTS SPECIFIED BY VP. SHELL NOT BE MODIFIED. REPRODUCED OR USED FOR -•• GLIDER THE VP ENGINEER'S SEAL DOES AN OTHER PURPOSEWITHOUT PRIOR WRITTEN 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL . N APPLY TO THE PERFORMANCE , . APPROVAL OFVBESLDNGS., REV_BATE _BY _ DESCRIPTION , MW Construction,Inc. .0 R DESIGN OF ANY OTHER PRODUCT 07-4162 SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL • ORCOMPOHEPT FURNISHED BY VP THE GENERAL CONTRACTOR AHDEOR ERECTORS SOLELY . - USTOHER TheMagellanGroup,Inc.• DATE AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT EXCEPT TO ANY DESIGN OR PER- . .. . RESPONSIBLE FOR ACCURATE GOOD OUALrTYW000GAHSHIP SANCEWIT OEATOB CailsbadIN EREC ING THIS BUILDING IN CONFORM THIS. DRAWING. DETAILS REFERENCED INTHI DRAWINGH _California • 10/9/2007 PRIOR AUTHORIZATION IS PROHIBITED. . • - . F0 REQUIREMENTS • • ROJECT Magellan Aviation -Building A-B-FBO VPBUIDINGS DNECHECK - - • . . • XF AND INDUSTRY STANWOS PERTAINING TO PROPER RECN.1NELU01M5ThE00RRECT05E0FTEMP0RAPY - NT5 • • AILDERSPOR 5057 VPCVERSON 6.ob PAGEBRAG NO 15 (16 Covering Schedule Id Qty Length Type Gage OP Fin. Color '47 16 391-4-3/8" SSR 24 2 AK TD #2 2 21 -0" SSR 24 2 K TD #1 3 31 4 1/4" SSR 24 2 K TD #3 12 31 -4 1/4" SSR 24 2 K TD #4 1 31 -4 1/4" SSR 24 2 K TD #5 1 31 -0" - SSR 24 2 K TD #6 1 11-0" SSR 24 2 K TD - Oper. Code:2=SQ,SQ Finish:K=IcXL Color:TD=Standard Color Trim Schedule Id Parts Ti HPL9178,SHCF,SHCM Color Details p - Match Roof Color RC70A1,RC7OA2,RC7OA3,RC7OA4,RC7OA6,RC7OA7 B r#15\ 1 - (Field Repair Fastener) - OPCAU0 (1 bags) #55308 t17-14x1" S.S. Roof Fastener ROOF COVERING PLAN I 1 11 -O" Starter Panel (Cut Dim. = 1'-i") - - [Expires .12/31/20 O Dimension Key -: . PERMIT SET- For Building Dept.. Approval Shape Name = Hangar Office, Shape = Hangar A Office, Shape = Hangar A Office 1 PRE DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS THE VP ENGINEER S SEAL APPLIES ThISDRAN%TNGINCLUDING ThEINFORMATION HEREON. 0 LY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings Inc- MAYBE REQUIRED AT 11 GAGE PURLINS NESTED PURLINS PURLIN LAP VP AND DESIGN AND PERFORMANCE SOLELY FOR ERECTING THE 3200 Players Club Circle Memptss TN 38125 ROOF COVERING PLAN LOCATIONS AND/OR SECONDARY STRUCTURAL BEAMS REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN TmEAPPLICASLE PURCHASE ORDER AND - . 8HALLNOTBEMODIFiEB. REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES RAVOTHER PURPOSEWITHOUT PRIOR WRITTEN - ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, NOT APPLY TO THE PERFORMANCE APP OVAL OF VP BUILDINGS. . REV DATE BY . DESCRIPTION - . WILDER MW Construction, Inc. 106. OR DESIGN F ANY OTHER PRODUCT 07A162 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR COMPONENT FURNISHED BY VP THE GENERAl. CONTRACTOR UNDiOR ERECTORS SOLELY 4 - `011 The Magellan Group, Inc. \DATE PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE EXCEPT TO ANY DESIGN OR PER- . RESPONSIBLE FOR ACCURATE. GOOD OUALITY WOROMANSH1P IREMENTS IN ERECTING THIS WILDING IN CONFORMANCE WITH THIS . OCATON Carlsbad California \7 f 10/9/2007 TO BE FIELD CUT. SPECIFIEi FORMANCE ? BY VP. DETAILS REFERENCED IN "IS DRAWING.. - . AOECT . . . . VVP BUILDINGS DRAWNICHECE AND INDUSTRY STANDARDS PERTAINING TO PROPER SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. - . . - .. . ERASTHONRCLUDINGTRECORRECTUSEOFMPORART ________________________________________ . Magellan Aviation - Building A-B-FBO XF BRACiNG. PAGE NTS . iiLOERS p 5057 VPCVERDiONI 6.ob 16 I - C c'l CD cli —, 10,—on lot —on "]4 - - COVERING ELEVATION AT 1 fpires 12/31/20 0-7- PERMIT SET- For Building Dept Approval Shape Name=HangarAoffice WaII=1 1 PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS THE VP ENGINEERS SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION REMAINS THE PROPERTY OFVP BUILDINGS.ONLY HEREON VP Buildings, Inc MAY BE REQUIRED AT 11 GAGE GIRTS NESTED GIRTS, GIRT LAP ' To THE WORK PR DUCT OF VP AND DESIGN AND PERFORMANCE - . IS FOR ERECTING THE BUILDING ESCMBEO IN T SOLELY D a 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT I - LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS REQUIREMENTS SPECIFIED DY VP. HEPUCABLE PURCHASE ORDER HAD SHALL NOT DE HODWED.REPRODUDED OR USED FOR AR Y OTHER PURPOSE OUT PRIOR WRITTEN NGI ER'S SEAL DOES HOT AP ME REV DATE BY DESCRIPTION DC ' JOBO 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, PLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. . MW Construction, Inc. - 07-4162 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. , OR DESIGN OTHER PRODUCT FURNISHE IDE GENERAL CONTRACTOR AN ERECTOR IS SOLELY CUSTOMER The Magellan Group, Inc. I DA EXCEPT TO ANY OLSIGS OR PER- RESPONSIBLE FOR ACCURATE. GOOD OUALITY WORKMANSHIP 10/9/2007 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE . FORMANCE REQUIREMENTS BUILDING IN CONFORMANCE WITH THIS IN ERECTI - LOCATIONTHIS Carlsbad, California - - TO BE FIELD CUT.SPECIFIED . BY VP. , . - - . DRAWING, RETAILS REFERENCED IN ThIS DRAWING. ALLAPPLIEHULEVP ERECTION GUIDES. . - - ROJECT I I VP BUILDINGS DRAWN HECK . age an Aviation - ui ing - Magellan Building B-F XF ' SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. - . - . AND INDUSTRY STANDARDS PERTAINING TO PROPER .ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY PAGE SAUCING. NTS . - 5057 VPC VERSION: 6.ob 17 4 . - Trim Schedule Id Parts Color Details Ti (2)BWA0207,(3)1BWT110,(3)SWRTA1 Match Roof Color RC14F1,RC34114,RC50H1,RC50J1,RC51A 4 Ti . Opening S (73,Q 30'-0 " COVERING ELEVATION AT A 12/31/2ó PERMIT SET- For Building Dept Approval Shape Name =Hangar AOffice wau=2 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS - THE VP ENGINEER'S SEAL APPLIES THIS w Buildings. Inc.ONLY HEREON, - MAY E REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP TO THE WORK PR DUCT OF VP AND DESIGN AND PERFORMANCE rTe PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT A - LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS . REQUIREMENTS SPECIFIED BY VP. . H SHALL NOT BE MODIFIED. REPRODUCED OR USED FORTHE DESCRIBED IN THE APPLICABLE PURC~E ORDER AND VP ENGI WEEK SEAL WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, NOT APPLY TO THE PERFORMANCE . REDOES ANYOTHERPURPOS WITHOUT PRIOR WRITTEN APPROVAL OFVP BUILDINGS. IV DATE NY DESKS/PROS BUILDER MW Construction, Inc. JOB. 074162 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. -OR . . DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AGO/OR ERECTOR IS SOLELY GOTORER The Magellan Group, Inc. RATE PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE EXCEPT TO ANY DESIGN OR PER-IN ERECTING THIS BUILDING IN CO FORMANCE ~H THIS RE PONSIBLE FOR ACCURATE, GOOD QUALITY~ORKNANSHIP OCARON Carlsbad California 10/9/2007 - TO BE FIELD CUT.SPECIFIED FOR/lANCE REQUIREMENTS - VP. BY , DRAWING. DERR/LSREFERENCED /S THIS DRAW/SG. . __________________________________________________ , RUACT VP BUILDINGS DRAWS/CHECK -. ERECTION GUIDES, ALL AGPUCANLEVP AND INDUSTRY STAHDMDS PERTAINING TO PROPER Magellan - UI ing - A B Id A 60 XF SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. ' - R ERECTION. ULDEWS 0 Aviation PAGE NTS 5057 VPC HER /0 BOb 18 - . '--.,---. •t..1?' wo - Trim Schedule Id Parts Ti BWA0207,BWT110,SWRTAi Color Details Match Roof Color RC14F1,RC34H4,RC50R1,RC5OJ1,RC51A H IF —4-- U, .' •.( ,,,..,'- -, ,,, .- -, - ,,, -- - -, • -, - —.4— ii ( 101 -0n I 101 -0"-10,—on_I_io'—on Z. 40'-0"_ COVERING ELEVATION AT 2 Expires 1 2/3 PERMIT SET- For Building Dept. Approval Shape Name =Hangar AOffice. Wall =3 1 PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES THIS DRAVANG. INCLUDING THE REHAISThEPROPERTYORP INFORHeTON HEREON. ONLY N VP Buildings Inc MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP TO THE WORK PR DUCT OF AND DESIGN AND PERFORMANCE ITISM DED SOLELY FOR ERECTING -2 WILDING 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT 2 - LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS REQUIREMENTS SPECIFIED BY VP. * . DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT HE MODIFIED. REPRODUCED OR USED FOR THE UP ENGINEER'S SEAL DOES ____________________________________ BUILDER WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, HOT APPLY TO THE PERFORMANCE . APP ROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTiON MW Construction, Inc. . Joe# 07-4162 REMOVAL OR ALTERATION WITHOUT PRIOR AUThORIZATiON IS PROHIBITED. . RRDESIGN OF ANY OTHER PRODUCT 0 COMPONENT FURNISHED BY VP flU GENERAl. CONTRACTOR ANDIOR ERECTOR Is SOLELY . SSTOUER The Magellan Group, Inc. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 50 FOR SSR, MAY HAVE EXCEPT TO ANY DESIGN OR PER- . RESPONSIBLE GOOD 00ULITYWORKMANSHIP LOCATION Carlsbad California DATE 10/9/2007 TO BE FIELD CUT. FORMASECE REQUIREMENTS SPECIFIED DY vp. • IN ERECTING THIS BUILDING IN CONFORIAkNCE ~ THISDRAWING. DETAILS REFERENCED IUTHIS DRAWING. __________________________________________________ • VP BUILDINGS DRUWNICHECK ALL APPLICABLE VP ERECTION GUIDES. AND INDUSTRY STANDARDS PERTUIIRNGTOPROPER . ROIECT Magellan Building - B-FBO v.ANs SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. • - . . INCLUDING THE GO RECTUSEOFTEIPORARY age an Aviation - ERECTION. ILDER'S POII . - BRACING. . . NTS 5057 VPC VERSION: 6.ob 19 ir,IflIflflfl7 ...,,. FILENAME: Trim Schedule Id Parts Color Details Ti (2)BWA0207,(3)BWT110, (3)SWRTA1 Match Roof Color RC14F1,RC34N4,RC50H1,RC50J1,RC51A6,RC51132 C N Cc ret Of 4of - 101 -0"—F 2O'—O______________________ - 30'0 COVERING ELEVATION AT C [Expires 12/3I/200 -1 - - Shape Name =Hangar A Office, Wall =4 THIS PERMIT SET- For Building Dept. Approval 1 PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP . LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATiON WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3 PANELS SHOWN WiTh A LENGTH LESS THAN 1-0 50 FOR SSR MAY HAVE TO BE FIELD CUT 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. - -OR 5. . THE VP TO THE RRK PRODUCT VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFXEDBY.VP. VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE DESIGN OF ANY OTHER PRODUCT EXCEPT TO ANY DESIGN OR PER FORMONCE REQUIREMENTS SPECIFIED BY VP - . OR CO PONENT FURNISHED BY VP THE , SMALL NOT BE MODIFIED. REPRODUCED OR USED 'ORTHE D~WNG. INCLUDING HJ REBHSmEPROPERTYOFVP oisT 6 ° IEREN ITISPROVDEI SOLELY FOR ERECTING THE BUILDING B DESCRIBED IN THEAFTUCABLE PURCHASE FDERAND AN OTHERFURPOSE~NTTHOUTPRIORMITTEN HAPROVAL OF VP BUILDINGS. VP Buildings, Inc 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT C - REV DOTE BY .. DESCRIPTiON . ALDER . MW ConstRictIon, Inc. Z USTOHER The Magellan Group, Inc. Carlsbad California ROJECT Magellan Aviation Building A B-FBO NILDERSPOB 5057 NTS \ /,_/ / vVP BUILDINGS 07-4162 GENERAL CONTRACTOR HONOR ERECTOR IS SOLELY - RESPHSIBLE FOR ACCURATE. GOOD OUHJJTYWOREVPA H IN ERECTING THIS BUILDING IN CONFORMANCE~ THIS DRAWING. DETAILS REFERENCED IS THIS DRAW105. - DES PROPER AND INDUSTRY STANDARDS PERTAINING ERECTION. INCLUDING THE CORRECT USE OFT5-SPORARY I I DATE 10/9/2007 DRAWNICHECK XF - VPCVERSION SOb PAGE20 Job No. 07-4162 WALL SUPPORT! CHORD BEAM CONN. (lcrrrai. Page H-1 (•) . . GLAZED WALL TO SUPPORT BEAM CONNECTION DETAIL TfFIcvr. T .thrfccT1 3 Job No. - t of Date: 10/812007 Date: 1&8/2007 Prepared Err ResiewedBy: '1' . s..r-r V" J Prepared By: MO Reviewed By: a, I-a .R,,= 1 ,andE/1.4 Note: All seismic loads desIgned with Square Washer Same Please refer to 1997 UBC, section 1632,21w Tlrldtness as Beam Flange J appropriate values for anchor design. X8. Clamp Plate \VP Anchors Not provided by Build ngs, Inc. 7"eX4 . • - • : • 7R2 4 •F,a c -- - - / to •6-,f O2Y C-fl a-I- ac-.rep' - . I::' - Wall Supped Beam perCalcutations N . Loads(F)IobereslstedbyaflthoFNBVPr SeismiC(Eh!1.4)w 29.oplf along the bearfl - - Wed = 1590 pIt along the beam 1.--- Max Clamp Spacing: 4 FL 0/C - . .14.4 . -- &L-424) 4LL4V SpPopr 8&4,-I (2 GL4lL) WALL -hD 3ppOPT EJ;d C.1 CTOJ i?E7=4- L (CoR)QEK TOP) fzl 2J gE.,4/-1 M1 TJOA/ )ET,4T L. N _______ SINGLE PLATE SHEAR TAB DESIGN Pag 1-4 '4 .. . _______ SHRTAB-2 Date 10/2/2007 C MNPH. ye-a.-' wan - _______ - Dot.____________ Tl-XO Jor9nIT -t c... t- ecre -i Prepared By. mo I - . p,..,, by Ref. Design Manual Section 3.11 lRevieed By: R.vi.wwi by - - 4G* FQwI7fla- As a-, PcI-V j._q,'.#-j 71 SSW JL (1) Spa resto3 4 r c ) v f '(2) 3/4 x_A325-SC Bolts 1 1P2 (ryp)—. w/Norlz Short Slots In Clip >- \ & Washers Over Slots . . I I -- I 3/16 - - 3/16 3/8 Clip . , L. - . . . 0 Ndos:23'Don.BeamCoanDeolgn - FIELD WELDING TO BE PERFORMED OY QUALlFlEoWaDERSlNACCORDANCEWITH * * LAZED SPo1 AN ADPIOL 037 F AWSuiaxMerffsUSEerggODES.1 - ' -. OPC )2I2I - .. 15Tj2I - ires 1231/20 -'J - -- PERMIT SET- For. Building Dept. Approval THE VP ENGINEER'S SEAL APPLIES -- . THIS DRAWING. INCLUDING THE INFORMATION HEREON. . . - n,,• - =•.••_ - . = - - • •• - ONLY TO THE WORK PRODUCT OF - REE4AaIsTHE PROPERTY ovPBUILDINGS. VP Buildings, Inc. . . . . - IT IS PRO 3200 Players Club Circle Memphis TN 38125 CUSTOM SED'S , - PIED BY UP. DESCRIBED IN THE APFtICABLE PURCHASE ORDER AND THE VP ENGINEER'S SEAL DOES - NOALL NOT BE MODIFIED. REPRODUCED OR USED FORMy OTHER PURPOSE WITHOUT PRIOR WRITTEN NOT APPLY TO THE PERFORMANCE - - APPROVAL oFvPBUILDINGS, REV DATE BY DESCRIPTION - - GILDER MW Construction, - - - JOBS - - - OR DESIGN OF ANY OTHER PRODUCT - - - - - . • 07-4162 - - - - - OR COMPONENT FURNISHED ST VP THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY - - OSTOIREe The Ma Magellan Group,Inc - EXCEPT TO ANY DESIGN OR PER- - RESPON BIBLE FOR ACCURATE .GOOD 0UAIJSYWOHAaSAOSHIP _______________ - DATE - - - FORt-lANCE REQUIREMENTS - - - - - a ERECTING THIN WILDING In CONFORMANCE WITH THIS - -- - - ORATION Carlsbad California - 10/9/2007 SPECIFIED ST VP AOM LL APPLCASI.EVP RE 1E0 CUD IN THIS DRAWl C VP BUILDINGS DOAWIACHECIE - . . - - AND InDNNTRYSTAaDARO5 pEnTaNwe TO PROPER - - - - - - - ROe-C Magellan Aviation - Building A-B-FBO vnem. XF - - ERECTION. INCLUOII4OTHE CORRECTUSE OFTEMPORARY - - - - - - - -- BRACING NTS - - - - UILOERS.POB 5057 RPCVERSIOIP 6.ob PAGEfl1 - . 1U/M/UUI - 14:3:3:01 41U-U(-Bull0lflg A-S-PBU I-LVl-'U I\ - ORU,5'a H—as WAEHSPCS. \ras SO Per Calmilatiorrs WALL SUPPORT! CHORD BEAM CONN. Job No. 07-4162 M71 -' of- 10/9)2007 JJ c.rrnov1 p0/° Prepared By: drmc- 2- 2-9) ) Reviewed By: Nato: .90 seismic leads designed w115 - a. l. R1 5 aydEll.4 Square Washer Same Please refer to 1997 IJBC. section 16322 for Thickness as Beam Flange eppropitate noises for anchor design. I I Wail Support Beam -.. Per Catejtatloirs OTES: Max Clump Spacing: 4 FL 0/C 11 Please orovide anther diameter and spacing so that N Th.,0.04- - •. /// ln.-4 0/vsnc.n CNI Hr .s - . No P.oporodby_ tsOvrrYT 1c9 6nRT A-I £G-K 1R.A_.dbv_- la -rAnrc-r l'-rl I g 0 'hinr ICH. . 1•- I . •- . : . fi ,qsc4 A.a$ . . Le fv 4* All P P - - . - the plates may be detailed in time to ship with the rest of . . thepmjectDesignAnthorsbc )/s SvPv,- H p E JD ALL P4kA PET PARA E.T Tt'P &T-XT :::: geAM CO,h.). ti-I 2.2— . AOI.)C A LL ________ -1 I SINGLE PLATE SHEAR TAB DESIGN SHRTAB-1 Ref. Design Manual Section 3.11 R-9.040105 IRedewed IJob No. 0/ Ipage: -4 6 bate: io Ipre pared By: By: 0. [r• Top of Beam - Elevation = 13-10 1/16 I L ___ 5 1J2-__4___ 4) 3)4x_.9325-SC Botts w/Horiz Short Sf015 In Clip (3) Spaces al 3 —.1 & Washers Over Slots I : 11Fyp)-_ 3/16 3/16 JobNO. -.- 07-4162 INGL jJobNo. 07-4162 SINGLEPLATESHEARTABDESIGN SINGLE page: Htq, SHRTAB-1 Date: 10/8,2007 SHRTAB-5 Date: 10/8/2007 - . - Prepared By. - - Connection to column web Prepared By: me Ref. Design Manuat SectIon 3.11 to. L oioies Reviewed By: Ref. Design Manual Section 3.11 are it. moses Reviewed dy . 0 2' Top at Beam Top of Beam Elevation )T-8 /8 I I - . . Elevation w/Horiz Short Slots In Clip ci?83!8 z Short Slots nClip 4& Washers Over Slots (3) Spaces at 3-_~ & Washers Over Slots 3/8* Clip 318. Clip -- Opposite con Weld .3 past cfip.)V Opposite conrac N/A . weld past e3 cflP.>W" q 2J OP CAI0 ZZ rEX pIres 12/31/2oJ PERMIT SET.- For.Building Dept. Approval - - - - - THE VP.. ENGINEERS SEAL APPLIES -* - . REM AIIISTHE POoPERTYOFVP BUILDINGS. THIS DRAWING. INCLUDING THE INFORMATION HEREON. . VP Buildings.Inc. - - . - ONLY TO THE WORK PRODUCT OF Ills PROVIDE D SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 385 12 REQUIREMENTS SPECI FlED BY -VP. SliD VP AND DESIGN PERFORMANCE SHALL DESCRIBEDINsSIEAPPUCASLEPURCRWEORDERuOD ROT RE 000IFIED. REPRODUCED OR USED FOR - - THE VP ENGINEER'S SEAL DOES OT APPLY TO -ICE PERFORMAACE . erIyoTHEePIIRPOsEWrrHOUT PRIOR WRITTEN APPROVAL OF ~REV DATE DY - DESCRIPIJeN WILDER 05 MW Construction, Inc. .1 07-4162 O N R DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP -. - - -. - The Magellan roup, Inc. 1115 GENERAL CONTRACTOR 050100 ERECTOR Is SOLELY .- - DATE EXCEPT TO ANY DESIGN OR PER- - - - . ecsPoNslslE FOR eccue.vTLGOOD oua.rrrwoeeaassvlr IN ERECTING THIS WILDING IN CosFoeMNacE -- OCATIOR a s . a omta 10/9/2007 - FORMANCE REQUD RER ENTS CI1"IS DRAWING. • VP BUILDINGS . - - DRAWNICHECS XF a SPECIFIED BY - I E PERTAINING TO PROPER REET OU Magellan Aviation - Building A-B-FBO V05onWNWI - AND INDUSTRY STANDARDS ERECTION. INCLUDINGThE CORRECT USE 0FTENPORRRY BRACING. ulloEN.spos 5057 - VPCVERsIOR 6.ob - s NT PUCE 2.2. - Top Girt PARAPET POST: T Top F ____________ 37 + --F 15 5 Cee I Flange + fT8iCe1 _f r PaFa eL He g nterrnediateEave Height wRoof Pitch + Glrt Post Location PARAPET VUbi burrurI o,vv,. - U) PARAPET POST SUPPORT BEAM: Side Eave seiecj 1345 Web 0= ape 8 . - . /3hi, Stiffener B.S. . / L Stiffener LI 16 /16" . / I _—•i" I --'it - 7V_<Typ.TYR GO BID r _ PLwI [1L.._ PLw/ [.v' 4) x _______ A325-N (4)1/2" 4) x_ A325-N - l 4 x A32J __ [jcade Support Jamb . . Façade Support Jamb ITr. .J1GA- 8:5':'Cee IR iGA - 15Cee. '/4 "Tx _._..."WX..i....JL 'T — stiff. B.S. (NP.) - stiff. B.S. (p.) - rsee SED f531A1 for V p = +/-0.02 kips -r ''c.-rw - See SED FS31A1 for V = +/-0.04 kips L_Jamb Connectioj . Jamb Connectionj ENDV.IALL PA PA, P EN L' WALL d2APET AO\JE AoV POST [Parapet Height L Eave Height 8'LiQQ Roof PitchI5 Post Location 9Içi/9 .-.. I THE VP ENGINEER'S SEAL APPLIES . THIS DRAWING. INCLUDING THE INFORMATION NEURON. - - VP Buildings,Inc. - - - ONLY TO TUE WORK PRODUCT OF . - REMAINSTNE PRO PERTYOFIIPBUILDITIGS. VP AND DESIGN AND PERFORU-TANCE IT IS PROWDED SOLELY FOR ERECTING THE BUILDING DESCRIDEDINTNEPUPLICUBLEPURCHNSEONDERAHO 3200 Players Club Circle Memphis TN 38125 .- CUSTOM SED'S REQUIREMENTS REJIENTS SPECIFIED BT VP. . - SHALL NOT BE MODIFIED, REPRODUCES ON USED FOR . - THE VP ENGINEER'S SEAL DOES ARYOTNER PURPOSE W1TNOUTPRION WRITTEN REVI DATE BY - DESCRIPTION ER MW Construction, Inc. JOB H 07-4162 NOT APPLY TO THE PERFORMANCE OR DESIGN OF ASHY OTHER PRODUCT THE GENERAL CSHTN.NCTOR ANDIOR ERECTOR IN SOLELY RATE OR COMPONENT FIIRNISHED BYVP RESPONOIBLEFORUCEURATE.500DOUALRYWORKUJUUSNIP USTSMEN e age an roup, nc. EXCEPT TO ANY DESIGN OR PER- OCATION .. . DRAWNICREEI(FORMANCE . REQUIREMENTS DRAWING. IN ERECTINGTHIS BUILDING IN CRNFORHBANEEWTTH THIS S W omia 42E, . . - - XF SPECIFIED BY P. - - - . DETAILS REFERENCEDIN THIS ALL APP ICABLE VP ERECTION GUIDES.DRAPiNG. AND INDUSTRY STANDARDS PERTMNINGTOPROPER - ROJECT Magellan Aviation - Building A-B-FBO . ERECTION, INCLUDING THE CORRECT USE OFTEMPOR.*JIY . UILOENSPO r'rrs • - -- - 23 5057 VPCVERSION GOb 10/12/2007 10:00:43 . FILENAME, 4510-07-Building A-B-FBO EP2.VPC INSERT SAG ANGLE TAB INTO PURLIN SLOTS AND BEND TAB FLAT. NOTE: WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN. RO.O BEND THE SAG ANGLE TAB AND ATTACH TO PURUN WITH A 1/4-14 x 1 1/4" SThUC1 FSNR (55307) FR ROOFS 1/2" X 1 1/2" A325 BOLTS (49080) ii 1/2" PURUND REQUIRE 3 BOLTS AT EACH END OF PURLN LAP, 9 FRAME 0 - VARIES VARIES SECONDARY ROOF ( II MENB 2' ol FLANGE BRACE I I (FR—) OR (SIR—)" QJP REO'D WITH ___________________________________ THEE FLANGES FLANGE BRACE MAY REQUIRE I FIELD COPING AT FRAME WEB WALL BRACE ROD HILLSIDE WASHER FLAT WASHER HEX NUT * FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION 15 NOT ACCOMPANIED BY (2). X-ING SAG ANGLES (SA_) RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB (REQUIRED AT ALL LOCATION_ ENDPOST - WHEN PART MARK IS ACCOMPANIED BY (2). ON THE ROOF SECONDARY DRAWING. RULEft4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE THEY ARE REQ'O PER DESIGN AND BEND TAB FLAT CENTER OF THE BUILDING. AND CANNOT BE oMrrED.) BEAM RULE#5- WHENEVER 'POSSIBLE, PLACE ALL SINGLE -BRACES ON THE SAME SSR&SLR SIDE OF THE FRAME WEB. __________ ROD BRACING AT COL. BASE IBRO2A1I TYPICAL FLANGE BRACE CONNECTIONS ' '- BRO6BD SAG -ANGLES X-ING . - IBRQ9A5l ENDPOST TOP BETWEEN PURLINS' IBR25C7I 3—PLATE OR GAGE CONTINUOUS PURUN LAP SHOWN. CONI1NOUS GIRT AND BNPII PIJRJN AND OWl BNILNL 8 1/2" & 11 1/2' PURLINS (REQ'D. PER DESIGN) ________ NO CAP CHANNEL - BRACED TO PURLINS ONLY I BR52A1V4 R 11/15/2005 BRO8DDV7 R 11/ID/SODS - RRONASHD R 06/01/2003 DR25C7 6/23/2006 - NOTE: ALL BOLTS TO BE 1/2" X 1 1/2' A325 BOLTS (49080) (U.N.O.) F' 1/2' X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURUN END OF BRACE) FLANGE BRACE (TB- OR SFB-) IT IS THE RESPONSIBILITT' OF THE ERECTOR TO INSURE PROPER SEAM TIGHTNESS. FAILURE TO PROPERLY SEAM THE JOINT MAY RESULT IN PREMATURE FAILURE OF PANELS AND/OR SECONDARY MEMBERS UNDER UPUFT OR DOWNWARD LOADING CONDITIONS. H .320 MAX. (BETWEEN CUPS) 24" PANEL MODULE I 24" PANEL MODULE SELF DRILLING FASTENER OR BOLT AT CENTERUNE OF PURUN OR HIGHER. FIELD DRILL HOLES. ROD HANGER OR UNISTRUT AS NEEDED. ANGLE CLIP, BOLTS, UNISTRIJTS, ROD HANGER AND CLAMPS NOT BY VARCO-PRUOEN. PURUN I-I SEAM MUST BE I~ FULLY TUCKED 0 ES FIRE SPRINKLER HANGER SYSTEM MUST - BE CAPABLE OF RESISTING 250 LBS. PLUS - OTHER SUSPENDED LOADS EXCEEDING 100 1/2' OR _j// WEIGHT OF WATER FILLED PIPE PER CODE LBS. MUST BE SUSPENDED SIMILAR TO THIS SPACE M..'r DETAIL DO NOT CLAMP To 8011CM FLANGES. CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPUED TO VP MEMBERS SUCH AS HVAC, LIGI-IliNG, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY ENDPOST UNIT OR AS REQUIRED CODE, WHICH IS LESS. - BRACED TO THE MAIN BUILDINGS LATERAL LOAD RESISTING ELEMENTS (PURUN 4 3/4" HOW BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR L1IJBEATM ___ AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED ENDPOST TOP BETWEEN PURLINS IBR25C9I SSR SEAMING GUIDELINES IENO1B2I SUSPENDED LOADS IEN1OA1' NO CAP CHANNEL - BRACED TO PURLINS ONLY _______ RIB AND SEAM PROFILE _______ FROM PURLINS - 100 LB.- LOADS OR GREATER I - I DRZScD 8/23/2005 ENOIR2V3 B DN/23/2003 - ENI0410 R 06/23/2007 - -. PERMIT SET- For Building Dept. Approval - - - - THE VP ENGINEERS SEAL APPLIES - THIS DRAWING. INCLUDING THE INFORMATION HEREON. REM,NENS THE PROPERTY OF*PBUILDINGS. - VP Buildings, Inc. - - - ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE - . ITIN'PROVIDEDUOLELYFOR ERECTING THE BUILDING BUILDING SEDS REQUIREMENTS SPECIFIED ST VP. 3200 Players Club Circle Memphis TN 38125 SHALL DESCRIBED IN THE PPUCABLEPURCHVNE ORDER UN O NOT BE MODIFIED. REPRODUCED OR USED FOR - THE VP ENGINEER'S SEA!, DOES ANY OTHER PURPOSE WITHOUT PRIOR WRRTEN REV HATE BY DESCRIPTION BUILDER MW Construction, Inc. JON. I -4162 NOT APPLY To THE PERFORMANCE APPROVAL RE VP BUILDINGS. OR DESIGN OF ANY OTHER PRODUCT VP INTONER The Magellan Group, Inc. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY I I I I DATE OR COMPONENT FURNISHED BY EXCEPT TO ANY DESIGN OR PER- - RESPONSIBLE FOR ACCURATE. GOOD OUUUTYWORRMANSRIP OCATTSN - 10/9/2007 I I - FORMANCE REQUIREMENTS T1 AN IN EREE DRAWING, DETAILS NGTSIS BUILDING IN CONFORM LS REFERENCED IN THIS DRAWING. EEWITH THIS Carlsbad California , I DINGS I , I - I - EOJECTI DRAWNICH HECK XF SPECIFIED BY VP. . ALL APPLICABLE HA ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TO PROPER Magellan Aviation - Building A-FBO ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY JILSERS P01 VPC VERSION' 6.01b PAGE . 24 ENVYING. - NTS 5057 - - 1UI1ZUU1 14:12:03 - '' 4b10-OI-u1ldIng A-134U trl-'Z.VPU '— ARE NOT BY VARICU-PRUDtN —' ROD 'ROD NLLSCDE RMSIER. RAT [P.o •r.JR-lOtCo(LE PAb'\ HEX HEAD. AliT ROD - CONTRACTOR'S NOTE: BETWEEN BOLTS / END FAD FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ALLOWABLE LOAD = 1 KIP PER PAR OF BOLTS = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION = 2.8 KIPS PER INCH OF WELD WITH INSPECTION I FIELD . NOTE: FIELD CUT SHIMS TO I a" I ADD PAIRS 'Dr DOLTS OR INCHES OF W TO RESIST DESIRED I 4 NOTE: DIMENSIONS TO I ROD LENGTH ROD LENGTH CONCENTRATED LOAD. LOADS LESS THAN 500 LOS MAY B SM2I E SUSPENDED 1_ ACHIEVE DESIRED RESULTS I ' USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). 9-EMS ARE MADE .5 SHOWN ON ERECTiON DRAWINGS) (AS SHORN ON TION DRAWiNGS) RC RJ RODS RD RK ROD CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL -. FROM .059" MATERIAL ROD PADS (1)-END ROD PAD BOTH ENDS LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. = Is r tKPMLZ. Jtc zurrvKi tjtAh 3" MAX. GAGE (MIN. 1/2" A30 @ 4" MIN. P110 4 1/2" rq fr"tSHIWi NCER SHIM AS REQUIRED TYPICAL BOLTING FULL PEN WELD SPLICE PLATES, FACADE Ld OR CANOPY CONNECTIONS RODS THAT REQ. SHOP SPUCE ARE TO BE SPLICED BY UONG I ORE Of PIE METHODS 9101 4j "SHOP SPLICE DETAILS" 14--iii, -HLLSDE WASRDI, FLAT / WARPER. ;r REiD. HOT / REOD. EACH END ROD LENGTH (AS SHORN ON EJIECIBEN ONPaRRES) RA ROD THREAD BOTH ENDS WITHOUT TURNBUCKLE 00JPLn4G Pail H HH IWlIlIlIN HlIlIIlIIUlI COUPUNG NUT SPLICE FUFEET I G=GAGE I = INCHES 0 = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING VI 3117261 K T D FIlE GGO C C C LENGTH CODE INSULATION 1 B 1 3 0 1 0 3 6 D 3 0 1/ V )BWFFF I lIlt E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 1 G 1 9 1 1 4 1 7 * * F F I I EGG LENGTH CODE 19 CUPS, PLATES OR BOLTS MAY BE STRAIGHT — OR TAPERED MEMBER - — FLAT SHIM AS ore,, iiorr, = COLUMN (PLATE) CGXWWR = COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*NI = RAFTER (PLATE) BGXW** = RAFTER (GAGE) WRXw** = RAFTER (HOTROLL) TRX*** = TRUSS RAFTER ICX*** = INTERIOR COLUMN PCX*** = PIPE COLUMN TCX*** = TUBE COLUMN EPX*** = ENOPOST (PLATE) EGX*** = ENDPOST (GAGE) CBXW** = CANOPY (PLATE) OCCBX*xW = CANOPY (GAGE) CBX*** = PIGGYBACK CANOPY SUSPENDED LOADS EN10A2 STANDARD SHIM PROCEDURE fTfl ROD BRACE ASSEMBLY DRAWING EN3OA1 MARK NUMBER KEY . EN5OA1 FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION . . COMMON GENERATED MARK NUMBERS ENIDAM 05/01 /Q5 EN20ATV2 R 08131 IN . EN30AIVB R 05/15/2558 EN5OA1V5 R I I/04/2005 - GAGE EIGHTHS Ty T . FFETJ (miI11meters) IN LENGTH CATEGORY fli I LI/SI I onrrrn,,I 1R1B3 D.t=SIMPLE INTERIOR __TJTJ =SIMPLE 1' END BAY BAY NUMBER =SIMPLE 6' END BAY ROOF/WALL NUMBER n47-END HOLE ONLY BUILDING SHAPE B1NSET NOTCH THE BAY/BUNDLE CODE D6NO HOLES IDENTIFIES THE BUILDING ROOF/WALL PLANE AND BAY 6' 1' INTERIOR LAP END DAY END BAY BAi MEMBER DEPTHS 11-01 20 30 40 6 1/2', 8 1/2' 1' -6' 21 31 41 6 1/2', 8 1/2' 211 -01 22 32 42 6 1/2', 8 1/2', 11 1/2' 24 34 44 6 1/2', 8 1/2', 11 1/2' 4-0' 26 26 46 6 1/2', 2 1/2', 11 1/2' F=FEET I = INCH 0 = OPERATION E EIGHTHS C = FIN/COLOR SSRROOF PANEL MARK NO.:SFFIIE000 C C C LENGTH CODE FACTORY APPLIED PU SEALANT 24" COVERAGE SMOOTH EXTERIOR T SURFACE 1/8 SECONDARY PUNCH PATTERNS EN51A11 STANDING SEAM ROOF. PANELS (SSR) JEN52D1 8 1/2 GIRTS / PURLINS EN53A1 COMMON GENERATED MARK NUMBERS ________ I I DISIA1VO R 03/1R/20OD ENS2DTVT D9/0I/2501 . 0115341V1 DO/DC/Sail LExpires 12/31/2 PERMIT SET- For Building Dept. Approval - THIS DRAWING. INCLUDING THE INFORMATION HEREON. - THE VP ENGINEERS SEAL- APPLIES , REMAINS THE PROPERTYOFVPBUILDINGS. VP Buildings, Inc. - . oNLY TO THE WORK PRODUCT of VP ADD DESIGN AND PERFORMANCE - IT 0 SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 BUILDING SED'S - - REQUIREMENTS SPECIFIED BY VP. DESCRIBED INPIEAPPLICA&E PURCHASE ORDER AND SHALL NOT BEMODIFIED. REPRODUCED OR USED FOR - . THE VP ENGINEERS SEAL DOES . - ANYOTHERPVRPOSEWIY40UTPRIORWRITTEN lEA DATE BY DESCRIPTIOR WILDER MW Construction, Inc. JOBR 07-4162 - NOT APPLY TO THE PERFORMANCE APPROVALOFVPBUIUDINGS. OR DESIGN OF ANY OTHER PRODUCT ' USIOMER The Magellan Group, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE OR COMPONENT FURNISHED BY VP EXCEPT TO A/I? DESIGN OR PER- - , RENPONSIULE FOR ACCUOAIE.GOOD DUALITY WORHIAANSHIP IN ERECTING TIiI8BUILDING IN CONFORMANCE WITH THIS ORATiON . . Carlsbad, California - 10/9/2007 - - FOR/IA/ICE REQUIREMENTS - - DETAJL REFERENCED IN THIS DRAWING. ,HPPUDRAWINGAAULENR VP BUILDINGS . - DRAW /CHECK XF SPECIFIED . - -. - -. ASDINOUSTRYSTAND020UPERTAININGTOPROPER PROJECT Magellan Aviation - Building A-B-FBO vNUlDI ERECTION.INCLUDING THE CORRECT USE OF TEMPORARY LOER POD Isrrs NRC I/ENS OH 6 Ob AGE - . - - 5057 25 - - . - 10/9/2007 14:12:04 FILENAMEI 4510-07-Building A-B-FBO EP2.VPC - I - SSR PANEL CUP -------- (80019) AT BLANKET INS, LESS THAN 4 (80049) AT 4" AND GRTR BLANKET 1/4-14 x 1 1/4 STRUCT FSNR (55307) SSR RIDGE COVER (SRCF OR SRCM) - 1/4-14 x 1 1/8 S.S. ROOF STITCH FSNR (57650) 10 PER PANEL 3/16x 7/8 x 3 MASTIC (80347) EACH SIDE OF RIB SLOPE SSR I Cup RC34H1 FOR FLASHING SEE LOCATION CLEAN ALL MATING SURFACES TO BE WEATHER SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, ICE. DEW. DUST AND DIRT PRIOR TO APPLICATION OF MASTICS AND SEALANTS. "11.1400, U II' STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETJLS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. V ., , TAPE MASTIC (80347) FOLDED FASTENER LOCATIONS ' I V \ PANEL ENDLAP % V V ROOF PURUN — _____ \ STIFFENER (PS4) '— - 'V 0 C. •0 0 0 2 PER CUP ' ,"\ , AS V x 28 TAPE MASTIC V TA r TIC (80345) IN FLAT OF PANEL V V - STD. NON—UL SSR MODULE MARK FOR OF PANEL - V — UL90 V V , \ CONTROL STRIP TRIM LDCA11ON / \ - FM 1-60 78892-0-0 ' V V (40910) OP11ONAL DO NOT USE / 1& 7 1-90 78895-0-0 . —,—PURUN SHOWN PENCIL— TAPE MAS11C (80347) V — FM 1-1207890800 V (WideBo' SIMILAR) ' ' V V OVER RIB V NOTES V RC00A11 SSR PANEL CLIP AUACHMENT RCO1A1 SSR 'AT WALE TO ROOF TRANSITION RC14F1 'SSR -RI DGE FLASHING IRC34H41 BLANKET INSULATION ON PURLINS BLANKET INSULATION ' FASTENER 'AND MASTIC PATTERN RCOOATVI 4/10/2005 RC01A1V1 I 0 06/04/2007 RC14F1V3 . R 05/27/2004 ' RC34H402 R 0/24/2001 BASE OF WALL SEE RC34H4' TRIM (BwT—)---. NOTE METHODS ND/0R TYPE AND COUNTER FLASHING ANGLE OUNTER FLASHING Y VARCO PRUDEN V V IS THE RESPONSIBILITY WEATI-IERSEAL NOT. I MASTIC WALL TO ROOF RC51 A6 CONTINUOUS (50349) MA C V 3/16- x 7/B' TAPE MASTIC MASTIC (80347) AT RIBS FLASHING CONTINUOUS (80349 CONCRETE ANCHOR T APE ' FS D.C. OF ATFACHMEKr OF WAL 4ME AR NOT BY VP ROOF STITCH FSNR ROOF STITCH FSNR SEAM CAP V—O" S. EACH SIDE RIB_OF EACH SIDE ROOF STRUcT FSNR OF 1-0" D.C. 2 STEPPED ROOF ftA5HG(T—) FLASHING (swRT—) STEPPED ROOF BASE OF WALL ANGLE __ ,' V, T/. . ". St- I I MAS. WALL TAPE MASTIC 3/16" x 7/8" x 28" S.S. V (80345) TAPE MASTIC 1/4-14 x 1 1/8 S.S. TAPE MASTIC ROOF STITCH x7/8 x 28 / NR V ROOF 511T0-I FSNR (80345) WALL TO ROOF TRANS. FLASHING RC5OH1 WALL TO RF. TRANS. AT MASONRY RC5OJ1 SSR SEAM CAP AT HIGH RIB 1RC51A61 SSR ROOF (METAL FLASHING) . ' SSR ROOF W/ '(METAL 'FLASHING) ' SSR AT STEPPED ROOF (FLEXIBLE OR METAL) ' RC50I1 "2 R 03/03/2004 RC5OJIV3 H 06/22/2004 R1IA6V2 ' R 03/08/2004 V 5 IV OP C Ulf Expires 12/31/2o] V PERMIT SET- For Building Dept Approval - THE VP ENGINEER'S SEAL APPLIES - - - - . THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERT'POFRP BUILDINGS, Buildings,Inc. V V•V V - ONLY THE WORK PRODUCT OF TO DESIGN AND PERFORMANCE VP AND V V IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING '- 3200 Players Club Circle Memphis TN 38125 , BUILDING SED'S V V REQUIREMENTS SPECIFIED BY VP. DESCRIBED IRThELICE PURCHASE ORDER 05D SHALL NOT SE MODIFIED. REPRODUCED OR USED FOR V THE VP ENGINEER'S SEAL DOES - ANYOTHERPURPOS WITHOUT PRIOR WRITTEN . REV DATE RE . - DESCRIPTION - UILDER MWConstruction, Inc. V 07-4162 - V . NOT APPLY TO THE PERFORMANCE - OR DESIGN OF ANY OTHER PRODUCT CUSTOMER The Magellan Group,Inc. THE GENERAL CONTRACTOR UOOIOB ERECTOR IS SOLELY DATE V OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- - . ' RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKOBRASNIP - OCATION V V - EBUILDIN~GS 1019/2007_____ , . ' , FORMAl/CE REQUIREENTS - V . IN ERECTING 11415 BUILDING IN CONFORMANCE WITH THIS , - Carlsbad, California - ' - BRAWNICHEEK XF V SPECIFIED BY V - DRAWING. PJIDINDUSTRY STANDARDS PERTAININGTOPROPER RO/ECT Magellan Aviation - Building A-B-FBO V . V - S - - V V V• ERECTION. INCLUDING THE CORRECT USE OFTE54PORVSRY V ' UIIVDERSPOS V VPCVERSION SOb PAGE - BRACING.tIlTS 5057 IVICVIVJ1VI -, - - I- --' - \FSNA . NOTE: FIXED CUPS ARE MARKED WITH - NOTE: FIXED CUPS ARE MARKED WITH 12-14 x 1 1/4" S. ROO STITCH MASTIC STrTC~ /16 9> TAPE -P TAB FORTIDWIION 4 TT FOR EA flFIEATN _ CAP SLOPE - . ROOF HIGH BOO it 13OXF 6EK) 4. ji3 x1f su~ V_ EAVE ENDLAPS uj 59 PJG PA PUIRLIN V) USE 6" x 7/8" X' 9" STRIPS (NOT REOD. WITH WIDEBAY i- (SHCM/! RO STIR CT FSNR OF TAPE MASTIC T STIC OVER RIBS AND 3/16 x 7/8 x 3 STRIPS PURLIN SUPPORT MEMBER (PSN) / / oFt (8O345) ONEACHSID(OF RIBS LOCATEDAT1/3POINTSIN EACH 1 - - DEBAYOR " .-LOW PRE DRILUNG OF SEAM (60347) BAY GREATER THAN 16'-0'JOIST CAVE JR SEAM CAP FLANGE MY BE __ * CAP (SCUP) • REQUIRED SS4V' SEAM CAP 'AT HIGH RIB _____RCtc2I SSR FIXED CLIP 61/2__PURLINS ____RC62A1 SSR__FiXED__CLIP ___________RC62B1 S7' HIP FLASHING, AT STEPPED ROOF (FLEXIBLE OR METAL) - BLANKET, S—BLOCK, T—BLOCK & R—BOARD - BLANKET, S—BLOCK,.T—BLOCK & RBOARD ________ 4/.-- AiVi -07/01/2000 - RCK2A1V9 R07/06/2 _- -. 9C8281;8 R 07/00/2005 C707.1V4902/28/2008 __- HIGH R PANELS - M BE SLOPE EAV V; SLOPE V \5 _-SLOPE. .- HIP Y VARY NFROM SHOWN INSTAT 12-14 x 1 1/4 \9ROF STRUCT Lj 0. SLOPE CUT SSR " / / / H 3/16 x 7/8 TAPE )siic / / / / - JJ' '( / ______ l • AND NOTCH RIB FOR (BD349) UNDER PERIME R / * RC7OA6 - SEAM CAP -, In - OF SEAM CAP (2)- / . .. ACTUAL SSR RIB AUG CLEARANCE 6 LAYERS OVER RIB - - / / ACROSS HIP MAY VARY I - t - - " •- - FROM WHAT IS SHOWN -V -. - _•_'I• / - B - - - - - .. - - . - S - - - - - - -. - -" - .V / I" U -SSR PANELS MUST BE --- . - - / - . . - - . . r - - - SEAMED PRIOR TO HIP FLASHING INSTALLATION - - - - -- 5 - TAGGER HIP - - - . . - RENDLAPS -wCL TI S EA _ /5 \PA SSR PANEL (SHCM/SHCF) - ON CH SIDE OF HIP, LOW FIELD ITCHED TO FIT SSR ROOF P RIBS. CUT NOTC S CLOSE-TO RIB REMOVE HIP BA CKI • . 3/16" x 7 " TAPE MAS11C / - AS POSSIBLE. MAKE A CUTTING PLATE FASTENERS I - - (80349) liNDE EDGE - - - / TEMPLATE FOR NSISTENCY. INTEIERE WITH I OF - - OF HALF PANEL .' - ADJUST WID LOW Low -11111 SSR PANEL AS REQUI 4 CAVE H SSg' HIP -SHEETING INSTALLATION RC2I SHIP FLASHING -. - VQ7 1 SS HIP SHEETING PLAN RC7A41 1i Ti B 03/01/90 s I I N 4V4 803/29/2008 ° T -. A: V V V • • -T J . T V ; VVV [expires 12f31/20P f 'U PERMIT SET- For Building Dept Approval * - - TUE VP ENGINEER S SEAL APPLIES THIS DRAW S INCLUDINGTHE INFORMATION HEREON. REMVBJNSTHEPROPE TYOFVPBUILD/HSS VP Buildings Inc ' - - -V-c VS ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE - p IT/N PROVIDED SOLELY FOR ERECTING THE BUILDING V V V 3200 Players Club Circle Memphis TN 38125 i ni I' .. V V • - -V_S • 1 REQUIREMENTS SPECIFIED BY v - . DESCRIBED IN THE NV-Pt/EARLE PURCHASE ORDER N5 SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR - . V V - - I THE VP ENGINEER - VS V V ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN - - V V - V V - -, - V - - V NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT V * - V APPROVAL OFHPOUILDIOGSV - REV - BATE BY V •OESERIPTTON V V UILDER V MWConstjuction Inc o- IDS I - OR COMPONENT FURNISHED BY VP THE GENERAJVCONTRACTORAUDORERECTORISSOLELY US OSSENm Magellan F" e age an Group,Inc. --V DATE N - EXCEPT TO ANY DESIGN OR PER FORIRANCE REQUIREMENTS - -. -' "- S RESPONSIOLEFORACEURATEV GOOD 0UALRYWORENUUSNIP INERECTINSTITSORI DINGINCONFORSSAUEEWTTHTNS H DRVNWINOV DEIALU REFER ENCEOIN THIS DRAWINSV - V - - OCATO . Carlsbad, CalifornIa - - 10/9/2007 VP SPECIFIED-BY - - - - - AJVLAPPLCABLEVP ERECTIONGAPES ROJECT VP BUILDINGS DRAWN/CHECK * AND NDUSTNYD USDARDSPERTOJ I OTOPROPER I. Magellan Aviation Building A B-FBO XF - - N ERECTION INCLUDING TNECORRECT SEOFTOMPORARY PAGE BRACING NTS 5057 VPCVERSIO BOb 2"? - - FEAR: S - V-V - V V V -- V V V - - /_ V V - - V V-V-V---V V-V-VVVV - V V_•__V __VV_VVVR••_• _VV V-' N - - •Vf •5V- V '*. I - I -'I /2SSR PANEL (SHCM/SI-ICF) - /1 \\HIP " NOTE: NO CLIP REQ'D UNLESS NOTED NOTCHED TO CLEAR SSR ,- SSR SEAM CAP \ \ r FLASHING TRIM / SSR SEAM 'CAP ______ ON FRAME CROSS SECTION. ROD PANEL RIBS (SCUP) ,, (TRMX 3/16 x 7/8" TAPE RC A2 I MASTIC (80349) SEE FOR CUT DETAIL / FiELD BEND D NOICH 2 LAYERS AT RIBS ENDBAY I (TRMX) TO ICH JOB ROOF 12-14 x 1 1 S.S. ROOF 3/ x 7/3" TAPE / RiB AN IDGE LOCA11ONS SEAMED SSR RIB PURUN STRUCT FSNR C (80349) - SSR SEAM CAP (7,) PER CAP PLUS NDER SEAM CAP (SCUP) 1/4-14 x 1 1/8" 3 D.C. BETWEEN C ________ • S.S. ROOF STITCH - • __________ 12-14 x .1 1/4" FSNR - SSR ROOF S.S. ROOF STRLICT PANEL . • FSNR U PCi CUP (BOLTED) FLASHING TRIM • RIDGE GC1 CUP (WELDED) - • REFER TO CROSS SECTION 7OA8I - SLOPE 1/4-14 x 1 1/8' 3/16 x 7/6" 5.S ROOF STITCH N TAPE MASTIC • • • (/5 FSNR HIP BACKING (HPL) (80349) RC7DA6 . EACH SIDE OF CAP SEE RS70A3 FORAMING I - - I DETAILS ACTUAL SSR RIB SUPPORT UNDERSIDE 0 - ALIGNMENT MAY 'HPL' AT PURUN W VARY FROM WHAT SCRAP THERMAL B K - • IS SHOWN C7DA6 FOR ADDITIONAL DETAILS SUPERBLOCK 0 IGID - SEE ON SEALING SEAM CAP • RAKE BEAM MAY BE GAGE BOARD (NOT DUIRED N FLASHING TRIM OR PLATE WHEN ONLY LANKET - '\ (TRMx IN LAllO IS USED) ,IP SS HIP FLASHING R6 >A6 55 HIP- FLASHING RC 77 SEAM CAP WEATHERSEAL RC7OA8 PURLIN CONN. TO 'END-FRAME RSO2A1 X TION VIEW 1'.Jcr c IV05 TO RIDGE TRANSITION Jç2 \J SEAM CAP AT HIP ' 6 1/2" OR 8 1/2" CONT. . R 11/03/2008 170A7V4 P 03/08/200N I7ONBV4 R 03/20/2008 RSDZUIVO H 11/27/2006 - PURLIN CLIP - (Pci © 6 1/2") BOLTED STANDARD LOW BOTTOM OF SLOPE OF (EPc2 0 6 1/2") WELDED / EAVE PURUN ROOF S HEET - - (EPC3 8 1/2") WELDED 1/4-14 x 1 1/4 / HI -. - I / N STRUCT FSNR ' VE (55307) EACH PURLIN HIP BACKING - 5 1/2" OR ' PLATE HPL.__) 8 1/2" CONT. r PURLIN I JCPO52O5O - 0 —I V . AT . PURLIN CUP (SEE FRAME LAP HIP BACKING PLATES - PCi OR WALL 1 AND FASTEN AT 4 O.C. EPC— GIRT , • W/ 1/4-14 x 1 1/4" STRUC * 9 6 1/2' OR 8 1/2"1 , FSNR (55307) GIRTS - \ LOW JCP052050 \ EAVE \ NOTE: WHEN TALUNC ROOF HAUNCH \ PANELS REMO Y BACKING PLATE MEMBER '- HIGH EAVE GIRT CUP INSTALL BLANKET • ______________ FASTENERS THAT CUR UNDER THE (EGC12—) 61Y3' GIRT INSULATION U . FLAT OF THE PANE - - (EGC2—) 8 1/2 GIRTS HIP BACKIN i" '""PLATE (H — ROOF PURUN " .- 'ç FESS WELDED LOW EAVE PURLIN (INT. FRAME) KS 1A1 I SSR/SLR HIGH EAVE PURLIN(6 1/21 ORB 1/2u1)RS15A1 HIP FRAMING . RS A3 6 1/2- OR 8 1/2" PURLINS (O.S. GIRTS) P~RIB & V—RIB; OUTSET GIRTS P N VIEW - V) Lsf Op UJI: EXpires '12/31/2oj PERMIT SET- For Building Dept Approval THE VP ENGINEER'S SEAL APPLIES . -- •._ - - - This DRAWING, INCLUDING THE INFORMATION HEREON. REMRINSTHEPROPKR'I'POFVPNUILDINSS. VP Buildings, Inc. - . . ONLY TO THE WORK PRODUCT OF ITISPROVSKO SOLELY FOR ERECT1NG THE BUILDING BUILDING SED'S VP AND DESIGN AND PERFORMANCE ' . DESCRIBED INThEHJ'PLIRABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 REQUI REMENTS SPECIFIED BY VP - SHALL NOT RE MODIFIED. REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE DAY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REVI DATE VP DESCRIPTION WILDER M'iN Construction, Inc. JOBS OR DESIGN OF ANY OTHER PRODUCT - 07-4162 THEGCNCRALCONTRACTORANSIORERECTORISSOLELY I I I I DATE OR COMPONENT FURNISHED BY VP USTOMER The Magellan Group, Inc. EXCEPT TO ANY DESIGN OR PER- . - RESPONSIBLE FOR ACCURATE. GOOD OUALRYWORNALNUNHIP INEREETINGTRISBUC.DINOINCOBFORMUHCEWITRTRIS ORATION 10/9/2007 I - - , FOES-lANCE REQUIREMENTS OE'ENI.S REFERENCED IN THIS DRAPERS. Carlsbad, California' H*DING I I I DRAWNICHECK SPECIFIED ST VP. , . DRAWING, ULLPPPI.ICAOLEVPERECTIONGUIOES. ROJECT AND INDUSTRY STANDARDS PERTAINING I I ERECTION. INCLUDING THE CORRECT USE OF TSMPORABY I Magellan Aviation - Building A-B-FBO VHHOSWRZEN XF . ' BRACING. TO PROPER _________________ INTS UILDERSPO$ 5057 - IIPCVRRSISN: 6Db PAGE - 10/9/2007 14:12:09 FILENAME 4510-07-Building A-B-FBO EP2.VPC 6 1/2" DR 8 1/2" LINER DOOR TRT N ACTUAL CUP CONFIGURATION \ AND PURUN LOCATION MAY VARY FROM THAT SHOWN — HIGH - / EAVE/ - - SLOPE FIELD LOCATE AND DRILL (2) 9/16- R - DIAMETER HOLES IN ZEE GIRT A TO ATTACH AMB _1-•.. ..,f 6 1/2" OR 8 1/2" — - JAMB. SINGLE COLUMN—., . OR A GIRT CUP (PCi) .—•- I JAMB BASE CLIP 'JI / MAY BE SHOP 6 1/2" OR 8 1/2" <e GIRT I I II I I / WELDED (Ccl) ZEE GIRT ELEVATION I I HOLES MAY BE CENTERD ON II FRAMED I 1/2" ANCHOR 6 1/2" DR 8 1/2" GIRT CUP . I OPENING RODS WITH ENOWALL 6 1/2" OR 8 1/2" I I HARDENED WASHER LL7 -jx °_:," GIRT SIDEWALL GIRT ' HIP / / [X V V 81/2" IN I * I MAX RAFTER / -' CORNER - A 1 GIRT CUP N LO X _______ V (CCC—) 3" 2 3/4" J V CONCRETE 10 NOTE: ALL BOLTS TO BE STRUCT FSNR . LOW SINGLE OR I C14 CUP TIGHTEN B TO SNUG l/414x11/4 \I O FRME Ø/4 8 1/2 JAMB Li BASE MEMBER CONDITION DEFI EAVE w l NED ErY THE /Y a. A1SC/RCSC FICATION FOR 0 STRUCTURAL JOIN USING ASTM 325 OR A490 BOL GIRT FILLER . V 2 PER ANGLE DOUBLE —45- / ANGLE (GFA ) SECTION A-A SECTION A-A HIP/'FRAMING .. RS4 GIRT CONN. AT CORNER COLUMN WS12D2 JAMB TO GIRT WS2OA2 JAMB BASE ATTACHMENT •V WS2OA8 P/RLIN CLIP ATTACHMENT J57 ________ ANY OUTSET GIRT AT \// ANY OUTSET GIRT AT SW 8 1/2" JAMB, ANY ZEE GIRT - 6 1/2" OR 8 1/2" JAMB I /Rs7oA4v6 9 03/20/2058 WS1202V8 B 06/04/200.8 W52042Y7 R 06/04/2005 ' WS2ONSV7 9 05/09/2005 A V ' f:Z111 V V• -V .. . . V V 81/2" JAMB, SINGLE OR 1 -...- •". DOUBLE 61 I . DO( V ELfl3d4 L JAMB, SINGLE 1/2" OR 8 1/2" EdL13IL :iu '~`NNN< I I . ZEE GIRT SHOWN I I OPENING JAMB. SINGLE I OPENING V - - CEE GIRT SIMILAR I I HEIGHT V V I HEIGHT - SECTION A-A SECTION V AA V - V SECTION A-A GIRT TO JAMB WS2002 HEADER TO. JAMB . WS20D9 LINER DOOR HEADER TO JAMB WS21A1 8 1/2" GIRT, 8 1/2" JAMB ' H ANY HEADER, ANY SINGLE JAMB ANY LINER DOOR HEADER, ANY JAMB WSIEDVB 9 4/28/2006 V INSlODRAB B 06/05/2096 . V WN2IAIVS 9 06/06/2056 V - • xpires 12/31/20 THIS DRAPERS. INCLUDING THE INFORMATION SENSOR. PERMIT SET- For Building Dept. Approval - - - THE VP ENGINEER'S SEAL APPLIES .. - — - . V REMAINS THE PROPERTY OFNFBUILDINGS. Buildings,Inc. - . - . ----------V ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE IT is PHUOCD SOLELY FOR ERECTING THE BUILDING 3200 MemphisTN 38125 . -BUILDING SED'S V V V • " REQUIREMENTS SPECIFIED BY VP. . • . SHAUVNOT BE MODIFIED. REPRODUCED OR USED FOR Players Club Circle DESCRIBED IN THE APPLICABLE PURCHASE ORDER MIO THE VP ENGINEER'S SEAL DOES . - V ANyOTHEB PURPOSE WITNOUT PRIOR WRITTEN REV DATE BY DESCRIPI1ON • V ' V V IL MWConstnjction, Inc. JOWB 07-4162 ROY APPLY TO THE PERFORMANCE V - • V OR DESIGN OF ANY OTHER PRODUCT VP OR COMPONENT FURNISHED BY JSTOHE H e Magellan Group.Inc. -DATE THE GENERA. CONTRACTOR BUDIOR ERECTOR IS SOLELY - - EXCEPT TO ANY DESIGN OR PER V RESPONS ISLE FOR ACCURATE. GOOD 0UALI1YWOREVBVNNSHIP # ORATION Carlsbad, C if • omia _________________1019/2007 ____________ N ERECI1NS THIS BUILD GIN CONFORMANCE WITH THIN a . - V • FORMARCE REQUIREMENTS V • -D~WING.DE V • LS REFERENCED IN THIS DRAWNG, ALL VP BUILDINGS . • - V HAWRICHECK XF - SPECIFIED BY VP. ..SPECIFIED • APPUMLE VP ERECTION UIDES. AND INDUSTRY STMJDAHOSPERTAININOTOPROPER 1OJECT Magellan Aviation - Building A-B-FBO VPRW • - . V - V • V ,, - V E RECT1ONVINCLUDINGTHECORRECTUSEOFTEMPORMY V UILOEHSPOS 5057 r-rrs . VPCVCRSIOR: 6.Ob PAGE - IUIMfZUUl • 14:12:10 -'' 410-0(-ulIQIng A-M-t-bO LPZ.VPC S101. JOISTS GENERAL NOTES 1. SCOPE * Provide open web steel joists, joist girders, bridging and accessories in compliance with the latest edition of the Steel Joist Institute Specification For the Design of Open Web Steel Joists and Joist Girders, these notes and the drawings. 2. SUBMIUALS Submit erection drawings indicating the following: - Manufacturers Specifications - Irrstaflation Instructions - Joist/Girder Designations,- Sizes, Spacing and Locations - Bridging - Connections - Attachments - - Top and Bottom Chord Extensions - - Range Brace Clip Note Locations . - All Externally Applied Loads, Deflection Urnils and Other Design Criteria 3. DESIGN All joists and joist girders shall meet SJI requirements and be designed for the loads and other design criteria specified in these notes and on the drawings. General .. Assume joist top chords are laterally supported by the deck except strut joists or as otherwise noted on the drawings. - - 1/3 stress increase (IS IS NOT) allowed for wind or seismic load combinations Loads - RoofLive A//A psf . - Roof Snow NJP psf (plus snow build-up per plan) - Roof Dead A//A pot (Includespsi joist self-wI.) . - Roof Collateral '.ij'A psi - Net WIr)d Uplift N/j'? psi (interior areas) N/At psi (areas of discontinuity, per plan) Floor Live f - Floor Dead 20.0 pot (Includes - psf joist self-wi.) j Floor Collateral V, 0 psf 0 - Chord Alebi Loads jOinps (TCf/ BOTH) (Typical except as noted otherwise on plans/details, Assume all (/14 ) '41(/A If, L-Ab. top chord axial loads enter lflfoSh bottom of bearing seat U.N.O. on the drawings) - Concentrated Loads Per Plans/Details -Joist Designations: .J (K! LH) I (Typical U.N.O. on the plan) Deflection Criteria Roof Live or Snow: L1240 Floor Uve: ru360 . Floor Dead -. Uv 40 D.Connections All roof joist seats shall be bolted to the supporting rafters with (2) 1/2 dia. A-325 bolts with washers over slots U.N.O. on the drawings. __________________ All floor joists cootemhe -be-field'wxide&to'the-sopporfing-girders'osing-therfollowing'Sif I mirihnuiri welds d. 1.0. on diwdi-dWirlgS"- - Shortspans -The equivalent of two 1/8 inch fillet welds 1 inch long. - Lon gspans and Girders - The equivalent of two 1/4 inch fillet welds 2 inches long. - All bndging connections shall be (bolted / field welded) per SJI and manufactures standards as shown in the drawing. - Provide dips for bolted flange braces per plans and details. 4. MATERIALS & FABRICATION . . Steel: Comply with SJI specifications. - Prime Paint: Coat all joists/girders with minimum dry film thickness oil mil ( RED I GRAY / VP BRONZE) primer which n-reels SJI specifications. Remove loose scale, heavy rust, and other foreign materials from fabricated joists and accessories before application of paint, Bridging: Provide field ( BOLTED / WELDED) ( HORIZONTAL / CROSS) bridging. Bridging lines ( WILL I WILL NOT) be anchored at ends. Bridging anchors ( ARE / ARE NOT) required from the joist manufacturer. Camber: Camber all joists per SJI standards U.N.O. on the drawings. 5. QUAU1Y ASSURANCE Manufacturer shall be a member in good standing of the Steel Joist Institute. Manufacturer shell bean lCBO-ES recognized fabricator of steel building components. Inspect joists and joist girders in accordance with SJI specifications. Deliver, store, and handle the joists/girders as recommended by the SJI and the manufacturer. E All welding operators and processes shall be qualified in accordance with the American Welding Society "Structural Welding Code, AWS 01.1. 6. ERECTION - A. Place and secure steel joist/girders in accordance with these notes, the VP drawings, the joist manufacturers final erection drawings, Steel Joist Institute requirements and specifications and OSHA regulations as applicable. B. Welding: - All field welding shall be performed by qualified processes and operators in accordance with the American Welding Society Structural Welding Code' AWE 01.1. - Use E70XX electrodes U.N.O. All field welding shall be performed in a workmanlike manner to insure that such welding does not damage the joists. C. Concentrated Loads: - - Joist chords are not designed for bending due to concentrated loads. Any item supported by the joists having a suspended weight of more that 504b must be appropriately attached to the joist(s) within 6 inches of a joist panel point. Otherwise. either place loads at truss panel points or install an extra web member from the load point to the nearest panel point on the opposite chord as shown in the drawings. Size and installation details for extra web members are by VP (see detail). Additional 36-tori material required for extra web members is not by VP. Sprinkler Mains shall be installed as follows: Mains running perpendicular to the direction of joists shall be suspended either from the primary frantirig ratter or all joists crossed. - Mains running parallel to the direction of the joists shall be supported in a manner that equally dislributés the load to no less than three joists. D. During the construction period, the contractor shall provide means for adequate distribution of concentrated loads so that the carrying capacity of any joist is not exceeded. .' •. - E. Stability Requirementd: (Note: Failure to comply with the stability requirements found in this section can result in serious injury or death.) - Indicates a row of bolted diagonal bridging required for erection stability. These rows of bridging must be installed before hoisting cables can be released. - IND. # of horiz. bridging rows on top and bottom chord. ND. weld diagonal bridging. S IND. bolted diagonal bridging. Note: All bridging lobe equally spaced (U.N.O.). For joists 401059 feet tong, hoisting cables shall not be released until one row of boiled diagonal bridging nearest mid-span is completely installed. . For joists 60 1099 feet long, hoisting cables shall not be released until two rows of bolted diagonal bridging nearest the third points are completely installed.. For joist spans 100 feet and over, hoisfing cables shalt not be released until all lines of diagonal bridging are installed. One end of all joists shall be attached to its support in accordance with Section 3-0, "Connection," and these drawings before allowing the weight of an erector on the joists. - - No loads other than the weight of one erector are allowed on the joist until all bridging is completely installed and all joists - ends are attached per Section 3-0. In the case of bottom chord bearing joists, the ends of the joist must be restrained laterally per Section 8, Bridging, before releasing the hoisting cables. - - 7. HANDLING - Care shall be exercised at all times to avoid damage to the joists and accessories through careless handling during unloading, storing, and erecting. When unloading by crane, always hook chains or slings to top or bottom chords, preferable at 1)3 points, not to web members. Each joist shall be adequately braced laterally before any loads are applied. If lateral support is provided by horizontal bridging, - the bridging lines must be anchored to prevent lateral movement. .. BRIDGING . Where bottom chord bearing joists are used, there shall be a row of diagonal bridging near the support, as shown in the wings to provide lateral stability. This bridging shall be installed as the joists are satin place. All bridging and bridging anthrs shall be completely installed before construction loads are placed on the joists. Bridging shall support the top and bottom chords against lateral movement during the construction period and shalt hold the steel joists in the approximate position as shown on the plans. To provide for proper alignment, do not completely weld joist to end supports prior to installation of bridging. Base plates should be tack welded on the same side of the joist at each end. Any necessary alignment should be done during the installation of the bridging. Alter bridging is installed, joists should be fully welded to supports. - ' - A S. PERMIT SET- For Building Dept. Approval TOE VP ENGINEER'S SEAL APPLIES - - - - . - THIS DRAWING. INCLUDING THE INFORMATION HEREON. NEMMNSTNEPROPERTYOFAPRUILDINGN. - . - VP Buildings, Inc. - ONLY TO THE eoxx PRODUCT or . . . 4 - Notes, J IS pacing oLesv - VP AND DESIGN AND PERFORMANCE IT IN PROVIDED SOLELY FOR ERECTING THE BUILDING APPLIEABLEPUNCH.NSE ORDER AND 3200PlayersClubCIrcle MemphrsTN38125 - . REQUIREMENTS SPECIFIED ST VP. DESCRIREDIN THE DESCRIBED SHALL NOT RE MODIFIED. REPRODUCED OR USED FOR - REV DATE BY DESCRIPTION ALDER MW construction, Inc. JONB 07-4162 - THE VP ENGINEER'S - ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN AppRovALOFSPBUILDINGS. - - NOT APPLY TO THE PERFORMANCE OR DESIGN or ANY OTHER PRODUCT - USTOMER m a Magellan Group, Inc. THE GENERAl. CONTRACTOR ANDIOR ERECTOR IS SOLELY - DATE OR COMPONENT FURNISHED ST - VP • RESPONSIOLE FOR ACCURATE. GOOD OUALflYWORIIMANNHIP 10/12107 , - - EXCEPT TO ANY DESIGN OR PER- FORNANCE REQUIREMENTS - IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIN DRAWING. DETAII.N REFERENCED IN THIS DRAWING. OCAT1ON . . Carlsbad, California A~l ______________________________________________________ . - - ., _, ORAWNICHECK -I SPECIFIED BY VP. . - - ALLAPR'LIEASLE VP ERECTION GUIDES. E__Magellan Aviation -BuildingA-B-FBO AND INDUST Y STANDARDS PERTAINING TO FROPER EREETION. ECLUDING THE CORRCCT USE OF TEMPORARY BRACING. NTS U LDERS PeA 5057 _ERSIO__6_Ob __P_GE _VPC _RI , a - (41/2' X 1 1/2" A325 BOLTS 449080) NTH 1/2' DIAMETER- - - - 1 6" N 1 a" V 1" / 1' U.N.O. ON SEE FLOOR PLAN FOR SIZES, SPACING, AND (FIELD CUT ASREOD) r?ASHERS (46579) UNLESS BAR JOIST FRAMING CONNECTION REQUIRE— SEE PLANS FOR OTHERWISE NOTED ON / ' PLAN MENTS. JOIST MAY BE APPUCABLE DETAILS ERECTION DRAWINGS / - A MP ICENTERED ON JOIST WELDED AND/OR BOLTED A TO FLOOR BEAM. 1/4 1/8' 1' © 6" - —FO-2 Fm 011 OR 1/2' FLOOR JOIST SEE PLANS FOR APPU CABLE DETAILS FRAME H JOIST --A A MEZZANINE BEAM FLANGE BRACE FRAME . ATACHMEN1 OF FLANGE BRACE -L • (4) 1/2" A325 BOLTS MUST BE VATHIN ±4' OF CHORD BAR JOT PANEL BPOINT OTTOM \ MEZZANINE BEAM WHERE HOLES ARE PRESENT SEE PLAN FOR BEAM CONNECTIONS I I FLOOR JOIST FLANGE BRACE MAY REQUIRE FIELD COPING AT FRAME WEB SECTION A - SECTION A—A * COLUMN E7OXX 3/16" 1 1/2' FLANGE BRACING BRO6B3 JOIST STRUT LOAD TRANS. PLATE BR2OCI TYPICAL MEZZANINE JOIST CONNECTION MFO2A1 MEZZANINE FRAMING IMFOIA4. FLANGE BRACE TO BAR JOIST (WELDED) ________ DIAPHRAGM BRACING SECTiON AT INTERIOR BEAM I ENDWALL OR SIDEWALL w/ JOIST AT COLUMN BR0803OR R 04/03/2007 BRZOC1VI 0/18/01 0F0141V2 B 08/01/2000 MF014452 B 08/01/2000 C 0 ''•,,"'" -.-: .. H - OF CALSF jExpires 12/31/200Th ThIS 000BUNG. INCLUDING THE IRF0RUflflON NEREON. - PERMIT SET- For Building Dept. Approval - THE VP ENGINEERS SEAL APPLIES - - - - - - - - . - ONLY TO THE WORK-PRODUCT OF VP AND DESIGN AND PERFORMANCE - - - - ,. - .. REJARJGS THE PROPERTY OFVPBUILDINGS. . VP Buildings,Inc. - REQUIREMENTS SPECIFIED BY VP. - FT IS PRONIDED SOLELY FOR ERECTING THE BUILDING IB THE APPLICABLE PURCHASE ORDER SOD DESCRIBED 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEERS SEAL DOES SH.RLL NOT 80 MODIFIED. REPRODUCED OR USED FOR - - - .UYOTEER PURPOSE WImOBT PRIOR WRITTEN REV DOTE BY - DESCRIPTION - WILDER MW Construction, Inc. I .I0BB 07-4162 OT APPLT TO THE PERFORMANCE OR DESIGN OF ANT OTHER PRODUCT . . DATE OR COMPONENTFURNISHEDBYVP RESPOBSIBLEFORACCURATE.GOODOUHLI1YWORNUWISRIP -TREGET*ERULCONTRACTORAGDIORERECTORISSOLELY e age an roup, nc. I '\ TO ANY DESIGN OR PER- - \\f EBUILDIN7GS 110/9/2007 . . FORIRP.NCE REQuIREOEsTS - OBUITBU 'v1EXCEPT IN ERECTOR THIS BUILDING IN COSFOR840CEWTTR ThIS DRRWTRG. a s a omla DRAWNICHECK - . XF SPECIFIED BY P. . DRUW - ANDINDUSTRYSTUNDOROSPERTAININGTDPROPCR RBUECT Magellan Aviation - Building A-B-FBO U LDERSPOS ERECTIO j VPCVERSON 6 Ob PAGE 3 BRACING.NTS '3 5057 - 10/18/2007 FILERSOE: 4517-Rtiildinn A-FBO PP? vpr. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-29-2008 Plan Check Revision Permit No:PCR08104 Building Inspection Request Line (760) 602-2725 Job Address: 2016 PALOMAR AIRPORT RD CBAD Permit Type: PCR Status: ISSUED Parcel No: -7602214700 . Lot #: 0 Applied: 09/16/2008 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 09/29/2008 PC #: PC070036 Issued: 09/29/2008 Project Title: MAGELLAN AVIATION-REVISE BLDGS Inspect Area: 1 & 2, ELECT OUTLETS, LIGHTS,, PANEL SCHEDULES & Applicant:' Owner: HOWARD ANDERSON , SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> ATTN: MARTIN SLUSSER 1800 AVENUE OF THE STARS #105 H 2194 CARMEL VALLEY RD 92014 LOS ANGELES CA 90067 858 755-5009 PlanCheck Revision Fee . $120.00 ' Additional Fees ., ', . $0.00 Total Fees: , $120.00 Total Payments To Date: $120.00 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 haspreviously otherwise expired. Plan Ch Project / s b a d OEM Mwnl WE Contact _d'k//7t Ph. 8S?5S 560 Fax J/z3-' Lb Address_c?'V (J,eictEt VALLEY caO — flj 1MA Cj 1' 7'-z/- I7- Business at this address General Scope of Work _eh,csr/ 0417'c6r t &9;H72-6 f2v. Original plans prepared y an architect or e ineer, revisi ns must be signed & stamped by that person. 1 Elements revised: J $ Plans LI Calculations LI Soils ,Energy Other____________________________ 2 . Describe revisions in detail 3 List page(s) where each revision is shown 4. List revised sheets that replace existing sheets (II4/UC? vtsgr To /-vC- d- FoTv' U 1 3 PI. fr1'?3 6Lr#1c-rc- -rc5r -, 67-t'9 V1S/04S 6 E—E// —E(/ 5 Does this revision, in any way, alter the exterior of the project? 0 Yes R No 6 Does this revision add ANY new floor area(s)? Yes Jg No 7 Does this revision affect any fire related issues? LI Yes 0 No 8 Is this a come.set-tIat..cepjaes the original permip(ietj) fl Yes No SignatUre 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/ 2718/ 2719/-7541 Fax: 760-602-8558 EsGil_Corporation. In 'Partners/lip with Government for cBui&ing Safety DATE: September 24, 2008 JURISDICTION: Carlsbad C) CANT O JURIS O PLAN REVIEWER 0 FILE PLAN CHECK NO.: PC07-36 SET:REV-I PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Magellan Aviation North The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: : Date contacted: Fax #: Mail Telephone Fax In Person N REMARKS : This revision set is for the addition of (2) restroom underfloor piping systems. The electrical sheets were included but were basically the same, except for ground wells added in the hanger floors in the airplane locations. Revision.set Delta dates are: Electric: 2/26/08& Plumbing: 9/15/08. By: Eric Jensen Enclosures: Esgil corporation GA, MB 0 EJ LI PC 9/18 [DO NOT PA V - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PC07-36 PREPARED BY: Eric Jensen DATE: September 24, 2008 BUILDING ADDRESS: Magellan Aviation BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee byOrdinance Plan Check Fee by Ordinance Type of Review: El Complete Review Structural Only El Other Eli-Repetitive Fee - -- Repeats Hourly ii Hour* Esgil Plan Review Fee * Based on hourly rate Comments: $120.00 I $96.001 Sheet 1 of 1 macvalue.doc 3 + , City of Carlsbad 1635 Faraday Ày Carlsbad, CA 92008 10-16-2008 Plan Check Revision Permit No:PCR08115 Building lnspeôtion Request Line (760) 602-2725 Job Address: 2008 PALOMAR AIRPORT RDCBAD Permit Type: PCR . Status: ISSUED Parcel No: 7602214700 Lot #: 0, Applied: 10/01/2008 Valuation: $0.00 Construction Type:, 5B Entered By: JMA Reference #: Plan Approved: 10/16/2008 PC #: . . . . . . Issued: 10/16/2008 .•,. S Project Title: MAGELLAN: MOVE FOOTINGS INSIDE . ... . Inspect Area:, . BUILDING Applicant Owner BRAD ALLABAND '. .. . SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> ATTN: MARTIN SLUSSER .. . 1800 AVENUE OF THE STARS #105,. LOS ANGELES CA 90067 ' 7605203340 .,'/ Plan Check Revision Fee ,' \,.' 'S ' $240.00 - 'Additional Fees / .. "N. ,- .' $0.00 Total Fees -- .'' - ', . . '• * 'S S $240 00 Total Payments To Date $240.00 Balance Due $0.00 -. • .. . . .. . ) S S • SS5• - -. -. _S•_f 4 5-,-- 5f '-.' , -- Ij z * , I -5-.; .- .. • . S k - / -. . S , * f 1 •, s i' \ /1 S , - /• - - -N (ji S**•_Ij. :'S, . - 5. ::. ' ' -' • • S - - S -, S - . • S .- - - L C i t o f Car ls bad: Plan Check Revision No. C_iZO 1 Original Plan Check No. ?c 07 - 3 Project Address 2002a. o -+ r2cL Date_________________ ContactQXO ie 70 -5- 339p Fax Address -tI " ,4oko General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed .& stamped by that person. 1 Elements revised: D Plans E Calculations Soils Energy EJ Other____________________________ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets C~4 604 5 Does this revision, in any way, alter the exterior of the project? E Yes E No 6 Does this revision'add ANY new floor area(s)? El Yes Fj No 7 Does this revision affect any fire related issues? Yes fl No 8 Is this a complete set? Li Yes Li No Signature_v- 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/ 2718/ 2719/ 2721 Fax: 760-602-8558 EsGil_Corporation In Partnersfi1p with 9overnmentfortBui(iing Safety DATE: October 10, 2008 (:qILRIS. JURISDICTION: Carlsbad U PLAN REVIEWER 0 FILE PLAN CHECK NO.: PCR08-115(PC07-36.REV2) SET:I PROJECT ADDRESS: Magellan Aviation PROJECT NAME: Fdn. Revn. (Hanger D) for Magellan Aviation North The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted fOr recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: • Date contacted: Fax #: Mail Telephone Fax In Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation GA MB El EJ 171 PC 10/2/08 1'•' I st,.. (DO NOT PAY —THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR08-115(PC07- 36.REV2) PREPARED BY: Bert Domingo DATE: October 10, 2008 BUILDING ADDRESS: Magellan Aviation BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1Cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: L Complete Review Structural Only Ej E Other Repetitive Fee p Repeats Hourly 21 Hours * Esgil Plan Review Fee * Based on hourly rate Comments: I $240.00I I. $192.00I Sheet 1 Of 1 macvalue.doc STRUCTURAL CALCULATIONS Project: Palomar Airport Carlsbad, Ca: Magellan - Hangar "D" Engineer: Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 • (760) 743-0592 • •. Code:,,2007 California Building Code Date September 29, 2008 S. (f LLJ ( No. 35417 1 1I tkii&Ji TABLE OF CONTENTS Hangar 'D 1-5 • SCHMIT ENGINEERING Project lfl4c &wJ Al ic #'L- U STRUCTURAL DESIGN By J- Date Sheet No. .L. Subject )J O.iTb( Job NO. () J Q :--- 4 .. i.. .T...... \*-- - - 2 p -r 4iE - (. ........_ :_.. ,._L.... --..-.....- .. - - -- t-+---- ... ........-.-....-.- ............ ..... L....... ........... r-r--- -frt --H ---- - - i - - TI --H :LiE t - -- - -- - - - - - - -t - ----- - -I T --1-- ----4-4 -- - - - - - . . . . . r'J:VF Thw 3i t5 7' 2 T 4./ 7i3; - p- - - ............. -. .......... 3 -r ..-.. ,.- .. -. --- i F • - ± 1 - -• . ---.--- ., 1 I. + ...... .4..L. ....... _.. ..L.4 ..4.4.. -------r--1---- . .t ........J -.--- +----------------"----------------i--.-'- .....r-i ,............1 - ... 4.. - it ---.- ..............- ----. .........4__t - -............-- - - . ._.. - ......,... - - - _,. ...... ._L.j ... _.._.. .. _. ._. . -- .-. - ... - SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Ja Date" Sheet No. Of Subject /.b) c:JJ-? Job NO FbU3J 122'9-y7Wv" t G5 /CJ: 3-z L z )it' yk- 3P 1 or.. L5 (3:/c) C) 5 7' . - - ...., . . r (:PL s .,., U Cc) \ S ThfJsr 1 J Y2s mL ..................................................................................... .................................)c,J .,t- ..........4::: - - 1/ 5 . 5 . 3'c : . . .. . ............ xJ I .. th T)P acf,-rj--rL .. .. . ,-. v . - 12 f oI ! SCHMIT ENGINEERING Project• STRUCTURAL DESIGN 9/ By Date Sheet No. L Of Subject JokJ F?LJ?,7 Job NO .CoL )3¼T f2jp:? /71JL 7ws7 - tD , ZLscy),,J T2 3j 17. C3tc7J 0 SC' cac.) L 77./ P- - 7 h- d-/ e 'ZOT7Thi fl*2 '7 )O 0 -s SCHMIT ENGINEERING Project STRUCTURAL DESIGN By 03 Date " Sheet No. q Of Subject ,Fü,r CV67 Job NO CPJL I .3 t& ic. 7*wsr T1Z7 c/6k SQ X 7 j 1) .ite 4.J? 7). 7Z)P & i&07tI?,t. .: -- - o J- /Oltz Pi 7O ) 7. .., . :., - o )- //P2P/AiLJ . .. - ....-. . . ............... COL :R - Ii ./5.3.J(7)G)(4) j c m :.)..3.. . . . - .. .. ........- . - ..- 13(1 1cs' - 1-. pIJ . . SCHMIT ENGINEERING Project STRUCTURAL DESIGN By Date /& Sheet No. Of Subject )2'/ ULL7 Job NO. ______ 6-1 pup 2 07.6 flØjj City of Carlsbad 1635 FaradayAv Carlsbad, CA 92008 - 02-04-2016 Plan Check Revision Permit No:PCR08 146 Building inspection Request Line (760) 602-2725 'Job Address: 2008 PALOMAR AIRPORT RD CBAD Permit Type: PCR Status: ISSUED Parcel No:, 7602214700 Lot #: 0 . Applied: 11/26/2008 Valuation: . $0.00 Construction Type: NEW Entered By: JMA Reference #: Plan Approved: 12/30/2008 PC #: PC070036 Issued: 12/04/2008 Project Title: MAGELLAN:ADD'L FOOTINGS FOR Inspect Area: FUTURE MEZZANINE @ EAST END OF BLDG. CHANGED 12 TO 1'6" ON OUTSIDE Applicant: . Owner: . BRAD SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> ATTN: MARTIN SLUSSER 1800 AVENUE OF THE STARS #105 . . . LOS ANGELES CA, 90067 760-520-3340 . Plan Check Revision Fee . . . $0.00 .. . - Fire Expedited Plan Review . . Additional Fees . $0.00 . . Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 1 1 - . . . -Pt I •- - . 4 FINAL APPROVAL Inspector: Date: Clearance: NO110E Please take NOTICE that approval of your rn:i includes the 'lrrixth' ci fees, dedications, msevatia, or other eyactions hereafter collectively referred to as "fees/aciicns." Yaj have 90 days from the date this pernit ves isared to pest irrpesdicn of these fees/exactions. If you protest then, you mist fdlcv the protest procedures set forth in GDvennt Code Section 66020(a), and file the protest and any other r&ured infanta, wth the City Wnagerfc process rig in axri-darte wth Cads bad MAcipal Code Section 3.32.030. Failure totirrety follow that pdure wit bar any subsequent legal action to attac review, set aside, id, or annul their irrçxsition. You are hereby FURTHER NOTIFIED that ywr right to protest the specified fees/eons DOES NOT APPLY to water and ser crz,nedics, fees and capacity changes, ru planning, zrnng, grating or other sinilar aicn processing or service fees in ax-inedicn wth this project. NOR DOES IT4APPLY to any fees/e,otc*,s of d, wu have oreicv been orven p NOTICE siriilar to this. or as to vdi the statute of Imitations has cceAwstv ottrer4se ec,rel CJ t of Carl sbad w ?C07-3/0 Plan Check Revision No. 'C R Original Plan Check No._C.J? 07 ) LJ/Ø Project Address t-t,c ftr 'kL Date___________________ Name of Business at Project Address 33O Contact h'760 2,'5?79 Fax 7O-7 S' Email z_C&c.j .C\ Contact Address City Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans Calculations Soils Energy L Other___________________________ Describe revisions in detail List page(s) where each revision is shown List revised sheets that replace existingsheets 5 O ccDN\0, 00 JSAQ. coo 5 Does this revision, in any way, alter the exterior of the project? L1Yes No 6 Does this revision add ANY new floor area(s)? J Yes Pq No 7 Does this revision affect any fire related issues? Yes No 8 Is this a complete set? fl Yes L'o 5Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 27 18/2719 Fax: 760-602-8558 Plan Check #: From: Steve Borossay Address: Date: . 2x3_rT( City of Carlsbad Building Department .1635 Faraday Avenue, Carlsbad, CA 92008 . . Phone: 760-602-7541/ Fax: 760-602-8558 Plan Check Approval City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-17-2008 Plan Check Revision Permit No:PCR08154 Building Inspection Request Line (760) 602-2725 Job Address: 2006 PALOMAR AIRPORT RD CBAD Permit Type: PCR . . Status: ISSUED Parcel NO: 0000900000 . ..Lot #: 0 .. . Applied: 12/09/2008 Valuation: $0.00 Construction Type: 513 Entered By: JMA Reference #: . CB071490 . ......... : . .........Plan Approved: 12/17/2008 PC #: . P0070036 i. . i.: .. . . . Issued: 12/17/2008 Project Title: CHANGE TO FOOTINGO ACCOMODATE......... ; lnspect.Area: FOR FUTURE OFFICE BUlLDlNGtCB074190/PC07-36. Applicant: Owner: BRAD/MW CONSTRUCTION 760-520-3340 Plan Check Revision Fee $180.00 Additional Fees . . . ., . $0.00 Total Fees: $180.00 Total Payments To Date: . :.. , $180.00 Balance Due: $0.00 FINAL APPROVAL Inspector: pate: .. 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:astowhichthe statute of limitations has previously otherwise expired. 4. _ C i ty of Carlsbad Bui l d i n g Plan Check Revision No. '&T- Original Plan Check No. C- '7 / £71 Project Address C% t Date _i/ '/o Name of Business at Project Address U -k ;OA Contact MKI Ph_70 O334k3 Fax 760 957 Email C1cL Contact Address_<1 A)\ k U.iy City_ L' Zip General Scope of Work S - Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans • Calculations Soils El. Energy Other____________________________ 2 Describe revisions in detail 64\CC%(X V 1) p _ \ ) .- 3 List page(s) where each revision is shown 4 List revised sheets that replace 'existing sheets .• 08 1-0 CroL4) 3 5 Does this revision, in any way; alter the exterior of the project? El Yes v:i No 6 Does this revision add ANY new floor area(s)? 0 Ye No 7 Does this revision affect any fire related issues? Yes Nb 8 Is this a complete set? Yes No KSignature 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/ 2718/2719 Fax: 760-602-8558 City of Carlsbad Building Department 1635 Faraday Avenue, Carlsbad, CA 92008 Phone;;760-6027541 / Fax: 760-602-8558 Plan Check Comments /2007 Codes To: //a— q Ila- From: Steve Borossay Fax: Pages: / Phone: Date: Re: Address: Urgent JJ For Review Please Reply Please make corrections on the oriina/s and tun TWO new prints. Red marks on plans are pa# of this comment fist. Please return red marked set also. * 6 / e ck ee 4 4 ?sc '/0 re 72} /b; a c frt.7 7fl ( ( 7?C /07"' 47ae e pr bI m ar'f( 74 ci S e - () Contact Hours for Steve Borossay: Tuesday through Friday, 1pm - 5pm. fl - STRUCTURAL CALCULATIONS Project: • Palomar Airport Carlsbad, Ca. Magellan - Hangars "A-B" & "FBO" Engineer: Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 • (760) 743-0592 Code: 2007 California Building Code Date: December 8, 2008 TABLE OF CONTENTS No.35417 JC1VL' \", -• 8 Foundations .............................................. ................. RI-R2 ?c Q- 1 s PCo7-3, SCHMOT ENGI NEERING Project STRUCTURAL DESIGN By Date/%63 Sheet No.L Of Subject IC)JJOii7 Ui Job NO. - 74T( -yLJr:c;J £ ®-- H- Pp,J ®- . -t H cr?j •••••••••••••• ..,.. / H ... I IPL.lrnc' . }. h I-C 4Jayz &?r4-QS, . IWM12e . . /?2t•& :(Oir1c) 5O&( . .95.. H Fu Cl-) L, . pup. . . . . °1-- .......... . . 2 - * >\ 7/7L 7L t• 5oa - B,P7IC_ 1) fli c j7k .r . . 2 ) / ? Z a Gov ...........• • . 0L ...:.. 7-0 - --- --- ------ - - -- - -- 26 r'//Ar /../O4 17 - 7r R 3.S O13 . SCHMT ENGDNEERIING STRUCTURAL DESIGN mxt Y?7x/Z Project By J Date _ /0 15_ Sheet No. Of Subject J''0 ,?fl Job NO. - rumP? - 3 ctS c VikoF NO. 35417, —; OP CAL%çcft ,iuyzJYzc GaL i3W'c OO r-uu',2 CoL 5 O2t TOP 9t— 3 lo z Lo 1x2 IOJ -L Y' I • /- L.'94 I I .0- &oi:c,z, L'Aic- sHA p>- H c) a10 (ur V P 5flC'' 7& (J(S - ts '- .w'c ('aicer sc) /724Q /, 5fri PfL4f C4u H TLLJJ , V/qz /7 4S City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-26-2009 Plan Check Revision Permit No:PCRO9018 Building Inspection Request Line (760) 602-2725 Job Address: 2008 PALOMAR AIRPORT RD CBAD Permit Type: PCR Status: ISSUED Parcel No: 7602214700 Lot #: 0 Applied: .03/06/2009 Valuation: $0.00 Construction Type: NEW . Entered By: LSM Reference #.-'Plan Approved: 03/26/2009 PC #: PC070036 Issued: 03/26/2009 Project Title: MAGELLAN HANGER D- ADDITION Inspect Area: OF UNDERGROUND PLUMBING FOR FUTURE-BATHROOMS . . Applicant: - Owner: BRAD ALLABAND - SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> ATTN: MARTIN SLUSSER-, 2615 AUTO PARK WAY - - 1800 AVENUE OF THE STARS #105 ESCONDIDO 92029 ..' Los ANGELES CA 90067 760 745 9799 / -.- '. . '• / Plan Check Revision Fee ._ " -. $65.00 Additional Fees / '. 2 '.. -" - .$65.00 Total Fees: $130.00 . Total Payments To Date: '- - $130.00 Balance Due:., . $0.00 - .-.--.- ---- ..". -.•_) JF sx* . - I ) / I - / 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 aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. - . 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / Fax: 760-602-8558 To: From: Steve Borossay Fax: 7 Pages: Ph: Date: f'bc Re: , c 0€: I U,rgent For Review Please Reply Your permit is ready to issue when the checked items are completed: School Fee form to be taken to the indicated district office, fee's paid and original form returned to the City. . E.: C.F.D. form completed with original signature of property owner. Plumbing, Electrical & Mechanical Worksheet completed. • Special Inspection form completed with original stamp & signature of. Architect or Engineer of record and owner of property. Owner builder section on application completed and signed. Please provide Contractor's information Workers Compensation policy City of Carlsbad business license State Contractors license Letter of authorization Fire Department Notice . . See Balance Due Fj Approval from Planning, Fire & Engineering Depts. . Approval from ESGIL. . . . . •1 C i t C a r I s b a d Plan Check Revision No. I R, o-gock Original Plan Check No. 1k!.. 07()ô Project Address 1c'00 ?ALoPtA t- —Date - Name of Business at Project Address J(JcY Contact Ph707VS?7 Fax 7'O 7VS37Email)2) iJ ContactAddress -6 OQ ?-'-- '-' City_ESC_ Zip General Scope of Work —k bF 0G. ?LuNl , Fo uru -roo--j Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elem5pts revised: Plans F-1 LI Calculations 1i Soils LI Energy [=1 Other___________________________ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets TX bco,J Vc oG D(,-Vo2 IVç'.00MS 5 Does this revision, in any way, alter the exterior of the project? LI Y.,.— 6 Does this revision add ANY new floor area(s)? L1 Yes No 7 Does this revision affect any fire related issues? LI Yes :No 8 Is this a complete set? fl Yes LI No - 15Signature)evt / 1635 Faraday Avenue, Carlsbad, & 92008 Phone: 760-602-2717/ 2718 / 2719 Fax: 760-602-8558 $0.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA '92008 04-30-2009 Plan Check Revision Permit No:PCR09038 Building Inspection Request 'Line (760). 602-2725 Job Address: 2016 PALOMAR AIRPORT RD CBAD Permit Type: PCR ' . ' Status: ISSUED Parcel No: 7602214700 Lot #: 0 Applied: 04/08/2009 Valuation: $0.00 Construction Type:, NEW Entered By: RMA Reference #: Plan Approved: 04/30/2009 PC #: PC070036 Issued: 04/30/2009 Project Title: REVISE 4 HOUR WALL TO A 2 HOUR , Inspect Area: WALL AS ALLOWED BY THE NEW FIRE SYSTEM -APPROVED Applicant:' Owner: BRAD ALLABAND SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> ATTN: MARTIN SLUSSER 2615 AUTO PKWY . 1800 AVENUE OF THE STARS #105 ESCONDIDO CA 92029 LOS ANGELES CA 90067 760 745-8657 Plan 'Check Revision Fe $60.00 Additional Fees . $0.00 Total Fees: , $60.00 Total Payments To Date: $60.00 Balance Due: C ( 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 3.32030. 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 1635 FaradayAv Carlsbad, CA 92008 04-29-2009 Plan Check Revision Permit No:PCR09038 Building Inspection Request Line (760) 602-2725 ' S Job Address: 2016. PALOMAR AIRPORT RD CBAD Permit Type: PCR . Status: PENDING Parcel No: 7602214700 Lot #: 0 Applied: 04/08/2009 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: PC #: PC070036 Issued: Project Title: REVISE 4 HOUR WALL TO A2 HOUR . Inspect Area: WALL AS ALLOWED BY THE NEW FIRE SYSTEM -APPROVED Applicant: . Owner: BRAD ALLABAND . SCIF PALOMAR LLC <DBA MAGELLAN AVIATION>. ATTN: MARTIN SLUSSER 2615 AUTO PKWY 1800 AVENUE OF THE STARS #105 ESCONDIDO CA 92029 . LOS ANGELES CA 90067 760 745-8657 . . . .. Plan Check Revision Fee . . ., . $60.00 Additional Fees 5, . $0.00 . -/ Total Fees: $60.00 Total Payments To Date: $0.00 Balance Due: .. $60.00 -I 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, '.5 C i t o f C a r sbad Plan Check Revision No V / (/11) p Original Plan Check No._____________ Project Address OJ Q(ci. Aip Date /-/v 7o? Name of Busine Project Addres ContactbçV ~sat ,LLW0 O33/O Fax 76 /557 Email € . Contact Address_( 5 /Je -ii City_QC L Zip General Scope of Work— K, 19 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans E Calculations Soils Energy D Other____________________________ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets (, S1 ç ( rL) C S 5 Does this revision, in any way, alter the exterior of the project? E Yes No 6 Does this revision add ANY new floor area(s)? El Yes No 7 Does this revision affect any fire related issues? AYes E. No 8 Is this a complete set? Yes 0 No Signature_ 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 Fax: 760-602-8558 EsGil Corporation In Partnership with çovernmentforBui&fing Safety DATE: April 27, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-0036 (PCR09-038) SET: I PROJECT ADDRESS: 2016 Palomar Airport Road PROJECT NAME: Hanger wall revision O APPLICANT 40 JURIS. O PLAN REVIEWER O FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list ', and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed Eli Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Please note that separating the hangers is not a Building Code requirement. By: Bryan Zuppiger Enclosures: Esgil Corporation [1 GA El MB LI EJ LI Pc 04/16/2009 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 *-(858)5.60-t468 • Fax(858)560-1576 Carlsbad 07-0036 (PCR09-038) April 27, 2009 0 [DO NOT PAY — THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-0036 (PCR09-038) PREPARED BY: Bryan Zuppiger S DATE: April 27, 2009 BUILDING ADDRESS: 2016 Palomar Airport Road BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance [j I Type of Review: E Complete Review E Structural Only El Other LI Repetitive Fee Repeats Hourly 0.5 Hr. @ * EsGil Fee $86.00 Based on hourly rate Comments: 1. - macvalue.doc Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: PCR, Date of Repo: 04-22-2009 / Reviewed by: Name: BRAD ALLABAND - Address: 2615 AUTO PKWY ESCONDIDO CA 92029 Permit #: PCR09038 Job Name: REVISE 4 HOUR WALLTO A 2 HOUR Job Address: 2016 PALOMAR AIRPORT RD 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: C0N0003417 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 04/22/2009 By: df Action: AP