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Home My WebLink About1096 LAGUNA DR; CS; CB130909; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-03-2013 Commercial/Industrial Permit Permit No: CBI 30909 Building Inspection Request Line (760) 602-2725 Job Address: 1096 LAGUNA DR CBAD it C,5 Permit Type: TI Sub Type: INDUST Status: ISSUED Parcel No: 1552721900 Lot #:' 0 Applied: 04/08/2013 Valuation: $10000.00 Construction Type: NEW Entered By: SKS Occupancy Group: Reference # Plan Approved: 10/03/2013 Issued: 10/03/2013 Inspect Area Plan Check #: Project Title: T-MOBILE - REPLACE 6 ANTENNAS RELOCATE 2 ANT. IN SECT. A&B & SCREEN BEHIND RE SCREENS. 1 ANT. INSECT. C TO BE SCREENED BEHIND BOX SCREEN. Applicant: Owner: MITCHELL J ARCH ITECTURE/LYNNEA BARRETT V S C R E HOLDINGS L L C STE N C/O SENIOR CARE INC 4883 RONSON CT .. 9510 ORMSBY STATION RD #101 SAN DIEGO CA 92111 LOUISVILLE KY 40223 858-680-3130 Building Permit $126.87 Meter Size AddI Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $88.81 Meter Fee . $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $2.10 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) . $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 - License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL . $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 AddI Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $218.78 Total Fees: $218.78 Total Payments To Date: $218.78 Balance Due: $0.00 6 1 FINAL APPROV1L Inspector: Date: 3' 17 "7' Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition of fees, dedications, reservations, or other exactions hereafter collectively rfermd 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 dght 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. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: &ANNING /ENGINEERING UILDING EHEALTH EHAZMATIAPCD TIRE Building Permit Application Plan Check No. C B 1309 O 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value CITY OF Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov C 1ARLSB1AD Plan Ck.ppPo,sit Date L/( ( ': Iswppp I www.carlsbadca.gov JOB ADDRESS 4.O Laguna-Drive, Carlsbad, CA 92008 SUITE#/SPACE#/UNIT# APN 155 - 272 - 19 - 00 CT/PROJECT # LOT # PHASE A A OF UNITS I A BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I 0CC. GROUP [FBIDROOM~ n/a I 1-Mobile West LLC DESCRIPTION OF WORK: include Square Feet of Affected Area(s) Replacement of six (6) existing antennas. Antennas in Sectors A and B to be relocated and screened behind RF screens. Antennas in Sector C to be screened behind box screen. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) I FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS commercial commercial n/a n/a n/a IYESD# NO! YESDNOE YES[-] NO[—] rim ry Contact) ,1/ Lynnea Barrett 8R U N"'Am ADDRESS APPLICANT NAME (Secondary Contact) Kirt Babcock ADDRESS Mitchell J Architecture, 4883 Ronson Ct., Suite N 1-Mobile West, 10509 Vista Sorrento Pkwy, Ste 206 - CITY STATE ZIP CITY STATE ZIP San Diego CA 92111 San Diego CA 92121 PHONE FAX PHONE FAX (858) 650-3130 (858) 650-3140 (858) 650-3130 (858) 650-3140 EMAIL EMAIL lynnea.barrettmitchellj.com kirt.babcockt-mobile.com PROPERTY OWNER NAME Las Villas De Carlsbad Operations, LLC CONTRACTOR BUS. NAME 's- C_- ADDRESS ADDRESS 10350 Ormsbv Station Ct. #300 .jL\c-c .>-ç- CITY STATE ZIP CITY STATE ZIP ç~__ a " 2.- i f. PHONE Louisville KY 4022 ( FAX PHONE IFAX 3.15.-i-1b EMAIL - ____________ EMAIL c c r -,Cr ARCH/DESIGNER NAME & ADDRESS I STATE LIC. F SATE LIC.# CLASS I CITY BUS. LIC.# Mitchell J Architecture (see above) 01 41 -7 ' I (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commendingwith Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis For the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: thereby affirm under penalty of perjury one of the following declarations: [1 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [II 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' compensatioy'nsurarice carrier and policy number are: Insurance Go. 1.-rq'çfo W Expiration Date LI This section need not be completed it the permit is for one hundred dollars ($100) or less. (J Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dpae9vs-av ' Sectio,ZjI6 of th or code, interest and attorney's fees, CONTRACTOR SIGNATURE ...L DAGENT DATE 2-0 1 OWNER-BUILDER DECLARATION thereby affin'n that lam exempt from Contractor's License Law for the following reason: [III I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sate. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). E1 I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement [—]Yes DNo I (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): 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! phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address phone! type of work): 'PROPERTY OWNER SIGNATURE DAGEN DATE ___t?C)OO 0113?O®( X?. Is the applicant or future building odcupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevenhon program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Acount Act? - Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? jYes '/,No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes '.No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.' A30130 icrno. i'jøoizj@. .:....:...;...,.;..,.:.. .....::.:..::... .;. ; : thereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address (PO&M)? ........................................................................• •:.. ......:. I certh'ythat I have read the applicabon and state that the above information is cerrectand that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. thereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. E)0DlRATlON: Every permit issued by the Budding Official underthe 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 purred or if the build hg or work authorized by such permit is suspended or abandoned at any time after the work is commenced bra period of 180 days (Section 106.4.4 Uniform Building Code). ,&APPLICANT'S SIGNATURE DATE t1i 1-cke)) ' r. (.'-•v,2 STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following,ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE .I zu O n ly ) Fax (760) 602-8560, Email bUiIdinot).Carlsbadca.gDv or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. COO: (Office Use Only) I CONTACT NAME - OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OP11ONS • - PICK UP: I CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB # MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. NO CHANGE IN USE/ NO CONSTRUCTION . MAIL! FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION ..APPLICANT'S SIGNATURE DATE Inspection List Permit#: C8130909 Type: TI INDUST T-MOBILE - REPLACE 6 ANTENNAS RELOCATE 2 ANT. IN SECT. A&B & SCRE Date Inspection Item Inspector Act Comments 03/17/2014 39 Final Electrical PD AP 03/14/2014 89 Final Combo - RI OK TO FINAL? Monday, March 17, 2014 Page 1 of 1 EsGil Corporation In cPartnersuiip with Government for Building Safety DATE: 4/17/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-0909 SET: I PROJECT ADDRESS: 1096 Laguna Drive PROJECT NAME: T- Mobile Las Flores 8D06088A U APPLICANT U JURIS. U PLAN REVIEWER U FILE 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 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. Eli 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. LII EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person LI REMARKS: By: David Yao Enclosures: EsGil Corporation [:] GA El EJ El PC 4/9 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 X. City of Carlsbad 13-0909 4/17/2013 (DO NOT PAY- THIS IS NOTAN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-0909 PREPARED BY: David Yao DATE: 4/17/2013 BUILDING ADDRESS: 1096 Laguna Drive BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) cell site revisions per city 10,000 Air Conditioning Fire Sprinklers TOTAL VALUE 10,000 Jurisdiction Code Icb jBy Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance 'V I I $126.871 I . $82.471 Type of Review: E1 Complete Review Structural Only Repetitive Fee Repeats LI Other LI Hourly Hr.@ * EsGil Fee I $71.051 Comments: Sheet 1 of 1 macvalue.doc + I I CITY OF CARLSD/-%D PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 04/22/13 PROJECT. NAME: I MOBILE io PROJECT ID: CB130909 PLAN CHECK NO: 1 SET#: 1 ADDRESS: .2800ROO5E911T-& APN: 155-272-19 VALUATION: $10,000 14 ' This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 04/22/13 A Final Inspection by the Division is required JYes f2JNo F-1 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended. plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following revieweras marked: PLANNING 760-602 4610 ENGINEERING 766-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton F] Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 . 760-602-4663 Chris.Sexton@carIsbadca.gov Kathleen.Lawrence@carlsbadca.gov Greaoa.Ryan@carisbadca.gov F-1 Gina Ruiz F-1 Linda Ontiveros . [IJ Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carIsbadca.gov . Linda.Ontiveros@carIsbadca.gov Cynthia.Wong®carlsbadca.ov F-1 F~ F-1 Dominic Fieri . 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: ,~Kf 10 BUILDING PLANCHECK Development Services Land Development Engineering CITY OF CHECKLIST 1635 Faraday Avenue CARLSBAD QUICK-CHECK/APPROVAL 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB130909 Date: 04/22113 Project Address: 2800 ROOSEVELT ST APN: 155-272-19 Project Description: CELL ANTENNAS/EQUIP ON ROOF' Valuation: $10,000 ENGINEERING Contact: Kathleen Lawrence Phone: 760-602-2741 LI RESIDENTIAL INTERIOR LI RESIDENTIAL ADDITION MINOR (<$20,000.00) El CARLSBAD PREMIER OUTLETS Email: kathleen.lawrence@carisbadca.gov Fax: 760-602-1052 El TENANT IMPROVEMENT El PLAZA CAMINO REAL El COMPLETE OFFICE BUILDING ] OTHER: CELL ANTENNAS/EQUIP OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE DATE: 04/22/13 REMARKS: NO ADDITIONAL ENG. FEES NO CHANGE IN USE Notification of Engineering APPROVAL has been sent I via EMAIL on 36 Page 1 of 1 REV 4/30/11 AJ E] (4> CITY OF CAR LSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: Building Permit L1 Right-of-Way Permit My project is categorically EXEMPT from Electrical Patio/Deck the requirement to prepare a storm water Fire Additional Photo Voltaic pollution prevention plan (SWPPP) because it issuance the Fire Alarm Fixed Systems Re-Roofing Sign only requires of one or more of Mechanical Spa-Factory following permit types: Mobile Home Sprinkler Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Thrat Assessment Criteria My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier I - Low Threat Assessment Criteria El My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the pro je meets one or more of the following criteria: Results in some soil disturbance; and/or Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria 0 My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 0 My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, U My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address: Assessor Parcel No. oa 1a2 cavts kqc )554i' Owner/Owners Autho,d Agent Name: Title: Si '-i-c , Cn Owner/Owner's Authorized Agent Signature: Dal oI/o'IJ3 0 NO ate: I Project to: B-24 Page 1 of 1 Rev.03/09 '4 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.crkbadca.ov DATE: 4/9/13 PROJECT NAME: SD06088A Las Flores PROJECT ID: MCUP Il-OIA PLAN CHECK NO: CB 13-0909 SET#: n/a ADDRESS: 1096 Laguna Dr APN: 155-272-19-00 This plan check review is complete and has been APPROVED by the Planning DivisiOn. By:. Chris Garcia A Final Inspection by the Planning Division is required Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions maybe required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: Lynnea Barrett! Rocki Lam For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610-, 760-602-2750. 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 1 . 760-602-2741 : . 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 Gina.Ruiz@carlsbadca.gov S 760-602-2773. . . 760-602-4662 Linda.Ontiveros@carIsbadca.gov Cvnthia.Wong@carlsbadca.gov Chris Garcia 760-602-4622 Chris.Garcia@carisbadca.gov LII Dominic Fieri 760-602-4664 Dominic.Fieri@carisbadca.gov Remarks: Project is consistent with approved MCUP 11-01(A), • S Jp .•. -. - - -' •. • .. .- - ..... . . . ., . . I ' PLANNING ENGINEERING 760-6024610 - 760-602 2750 - 7606 • ,.. ..• - ... . Chris Sexton Kathleen Lawrence Greg 760-602-4624 760-602-2741 . 760-60: Chris.Sexton@carlsbadcagov Kathleen.Lawrence@carlsbadca.gov Greory.Ryar Eli Gina Ruiz . Linda Ontiveros Cindy 760-602-4675 . 760-602-2773 . 760-60 Gina. Ruiz@carIsbadcgov . Linda.Ontiveros@carlsbadca.gov Cynthia.Wong Domin 760-60 Dominic.Fieri Remarks: NONE Z^l 4 CITY OF CARLSBAD PLAN CHECK. REVIEW TRANSMITTAL BUILDING DEPT. CommL nomic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 04/11/2013 PROJECT NAME: T-MOBILE: SD06088A PROJECT ID: CB1308909 PLAN CHECK NO: I SET#: I ADDRESS: 1096 LAGUNA DR APN: 158-272-19-00 This plan check review is complete and has been APPROVED by the FIRE Division. By:GR A Final Inspection by theFIRE Division is required Z Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 04-11-2013 BUILDING DEPT. cory Reviewed by: Name: MITCHELL J ARCH ITECTU RE/LYN N EA BARRETT Address: 4883 RONSON CT STE N SAN DIEGO CA 92111 Permit #:. CB130909 Job Name: T-MOBILE - REPLACE 6 ANTENNAS Job Address: 1096 LAGUNA DR CBAD CITY OF CARLSBAD FIRE DEPARTMENT - 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: 04/11/2013 By: GR Action: AP iiii.eiI a arc bkoorc 'are 4883 Ronson Court, Suite N San Diego, CA. 92111 Tel: (858) 650-3130 (ext. 17) CITY OF CARLSBAD BUILDING DIVISION C6,o1J APR 0 S 2013 Structural Calculations Prolect: SD06088A Las Flores Site Location: 1092 Laguna Drive Carlsbad, CA: 92008 Calculations By: Dennis J. Howe RECEIVED Project Number: SD06088A Project Name: Las Flores Calculation By: DH Date: 3/20/2013 Sheet Number 4883 Ronsan Court Suite N San Diego, CA. 92111 Phone (858) 650-3130 1itçheiI J Table of Contents Item Page Project Description 3 Design Basis 4 USGS Site Information 5 Design Loads and Site Criteria : Vertical Design 10 Lateral Design 17 Appendix A Project Number: SD06088A Project Name: Las Flores Calculation By: DH Date: 3/20/2013 Sheet Number 4883 Ronsan Court Suite N San Diego, CA. 92111 Phone: (858) 650-3130 iK,leH J Project Description: The scope of this project will include the addition of (6) new Antennas to replace antennas that are currently mounted to the face of the structure. (4) of the units will be placed in the existing mechanical area behind new FRP screening walls that will replace existing stucco parapet walls. (2) of the units will be mounted to the face of the structure with a new screen facade to hide the units. These calculations will support the addition of the new antennas and their supports to the existing structure. They will also support the replacement of the existing parapet wall with a new FRP screen wall and support. Project Number: SD06088A Project Name: Las Flores Calculation By: DH Date: 3/20/2013 Sheet Number 4883 Ronsan Court Suite N San Diego, CA. 92111 Phone: (858) 650-3130 Lllittiieli I Basis of Design A. REFERENCE CRITERIA CBC2O1O ASCE 7-05 TIA-222-G . B. MATERIALS 1) Wood Beams DFL-#1 Post . DFL-#1 Studs DFL-#2 Ledgers DFL-#2 • • 2) Plastic Tube Fybergrate Dynaform Angle • Fybergrate Dynaform Plate Fybergrate Dynaform Bolts Fybergrate Dynaform ---- -,-- ---- - - r- j 415N ?J6 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1668 Longitude = -117.3448 Spectral Response Accelerations Ss and Si Ss and Si = Mapped Spectral Acceleration Values Site Class B- Fa=i.0,Fv=i.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.292 (Ss, Site Class B) 1.0 0.487 (Si, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1668 Longitude = -117.3448 Spectral Response Accelerations SMs and SMi SMs, =FaxSs and SMi=FvxSi Site Class D'- Fa=i.0,Fv=i.513 Period Sa (sec) (g) 0.2 1.292 (SMs, Site Class D) 1.0 0.736 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1668 Longitude = -11 7.3448 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SMI Site Class D- Fa=1.0,Fv=1.5i3 Period' Sa (sec) (g) 0.2. 0.861 (SDs, Site Class D) ),O o./ -...--.-. .----. '- MHitcheII J . LEsCL SI61N LORD '4-S 1 I dTikA/ i-- FP cRE,'J ) F? ?eL z 6 7 zqj V/eoC., 0, 3Zez, QZ, f sP5i 4.- 4. - . _ I . ,-,•.. .. * -- --'- + - s 4 4 , - 4.4. -- r -t -, - -•- .. -- -r 1 -' . • - - ' " 4- - -i-- ---r -• i-''--- -' - -I. . . .. • 4. -. -- • 4.,.-.. -, — . -• -- - I . . , , - 4 • _, — - . , - V '-'-. t -- - $ • 4-- '- - - . • -. . - — - - -- e - - .. • 4883 Ronson Court 0 Suite N 0 San Diego 0 California 092111 0 858.650.3130 0 Fax.650.3140 +14444 4 1r4!tqCturq, Ill, 1 4 C4IJ4rnr4 4-G14t In t 441444-I Carpagn.n flttit#Cr -" Nww.m4tcnell).cam biMfi1itcI.ell j I -s/ aR y7Z ,1A +* 4- t-f.-3 •..V4V ZO r i V V I r 4- •I-.-4•- • H - •• H Rz - - Z7 "TS FrA5 P. A3 —4-4 V + -: Po,ioprr 'iZ77,-Ai V - - :V •L __ ---- 3-.. _•_ - - I 1---- c --:' ' V_V. .•V • 4 4 - - V - - — + - + - VV•V• V •'V - T - -. - V - ;L)Rc. - -• 4'" 4- •- - ...V: - A i3oV 1\ LJA(j -Ace V :-7 V - : ,• V V - V V V VVV V V V V V * V T iVI zo I(' V ____________ 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 4!tcflqi I ArCh*CUra. Inc A Cal fAflA.1 :amcnoon - 1CM" I ZVnmp.lgna \rci,a?c, anvw n,rcflc'.) Corn / CA 56- F 4- (-V35 11*1(clkell I 4.4 4.. ...' - L t. - -- --- r - : r -- - . - . .- —t --r• . . . .. :, t .. - if r •._ __if . - •_ 4 S - S. . . 4- 4- - - .• - . I. S - - -• •.: • . - . •- - :• L -.-. . - if • -1'- 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 1,444-41?3 AFZ1,!qctur?, Inc T .4 C.,fOnn,cCSnPcrIUOfl MtCrcII 3 Carpina Armtea, A ciwy mItCh*I'}.cGm 4883 Ronsan Court Suite N San Diego, CA. 92111 Phone: (858) 650-3130. Mitchell J; a Irvk is eve air e Project Number: 5D06088A Project Name: Las Flores Calculation By: DH Date: 3/20/2013 Sheet Number Vertical Design 4 1eM)4 d7'))( FAi'419 FZI iI F/L-L7L 4 FR P' iI'Iofclkell J f r bite r 1 1 e1( Cit1 I '1K 15e-i (N) S1i)C6 -\ 1 OC i47 sT(JcLo .l + -- + 111 + -r zo P, r • .. + * f - 6'bIb •gt :10/b o or Cfl5 i4 r L + - - -+4 MC114 I ry ) 51 r FoR - - IOcfQ1+L 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 U Fax.650.3140 .rr,-'ctun Inc. A ZaIifyaC.xporaccn 4AcneI I Carc.nflflA T nrcr'ncc nw.'ritlhnl.ccm - Description: BM-1 Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: ASCE 7-02 Material Properties Analysis Method: Allowable Stress Design '5-T' Ebies Load Combination ASCE 7-02.1 \ .Fb'CÔrñ Fc Pill Wood Species \ :Douglas Fir: Larchi c - erp Wood Grade \: No.1 Fv Ft S Beam 8racihg..A Completely Unbraced : .Fiie=1 12.1a7.. ' 1000:6 psi E: Modulus of Elasticity 1,000.0 psi Ebend-xx 1,700.0ksi 1,500.0 psi Eminbend - xx 620.0ksi 625.0 psi 180.0 psi 675.0 psi Density 32.210 pd D(0.42) b I. . '.. . .- . . .' .- • - • r. •-L- ç kc 4x10 Span = 1.0 ft Span 4.0 ft ApphedoadsL. ,---- Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 41 \ Load: D 0.420k ft, Point @0.0 (Stucco Screen) DESIGN - {. \ ' \. •2 Maximum Bending Stress Ratio Section for this span used = 0.085. 1 MaiS'hFSrs,R'atio = :\4X1.O\tFl\ \ Sectridi fo1his span 0.110 :1 4x10 fb : Actual \ 101.85p51(.') Iv.: Actual = 19.72 psi FB: Allowable Y.\ =. -\ j196.3O'si' Fv : Allowable = 180.00 psi Load Combination b Only Load Combination . D Only Location of maximum on span -= 0.000ft . Location of maximum on span 0.771 ft Span # where maximum occurs = Span #2 Span # where maximum occurs = Span # 1 Maximum Deflection L+Lr+S Deflection Max Downward Ratio= Max Upward L+Lr+S Deflection 0.000 in 0.000 in Ratio = 0 <360 0 <360 Max Downward Total Deflection . 0.003 in Ratio= 793-2\ .\-- Max Upward Total Deflection -O.PO? in Rat.o-= Maximum FOfces & Stfesses for Load Corftbinations Lad Combiaoii - 'Mx StIess Ratios Moment Values Shear Values \Sgrr\ent'Lenth Span # M V C C FN C i Cr Cm C t CL M fb Fb V D Only 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1199.11 0.43 19.72 180.00 Length = 4.0 ft 2 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1196.30 0.11 19.72 180.00 +D+L+l-I 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.O0T\ O.OQ, QQ Length = 1.0 ft =40ft 1 0.085 0.085 2 0.110 0.110 1.00 100 1.20 120 1.00 100 1.00 100 1.00 100 1.00 1.00 100 100 0.42 101.85 1199.11 ., O.43.-\19.72' .180.00'- coil 1972 ) 18000' Length 042 10185 119630 \o.00 +O+tr+H 1.20 1.00 1.00 1.00 1.00 1.00 .--.. \ .\ .J ".boo ) 0.00 Length 1.0 ft 1 0.085 0.110 1.00 1.20 1.00 1.00 1.00 ,1:00 1.00 '\. 0A2 10185 .1i99?11-- 043 19.72 180.00 Length = 4.0 ft s-O+S+H 2 0.085 .., 0.110 1.00 1.20i 1-00 t0O -1:00 1.00 \1 1,00\ 1:00 \ i:oo )i.00:1-' -0142 - 101:8 1196.30 0.00 0.11 19.72 180.00 0.00 o.00 0.00 .1' • -.. ..n ..X . - - 0 Only 0.548 -0.091 \ i"-.. I ) ..\ ,Zb .1983 _,~ENERCALC, Description: BM-1 Load Combination Max Stress Ratios Moment Values - Shear Values.'\ Segment Length Span# M V C C FN C1 Cr Cm C t CL M tb FbA V Iv \ Fv Length = 1.0 ft 1 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00. 1.00----\O.4?, I , T1.85 (1'199..l.1-' '043 .L19:72 19.72 180.00 180.00 Length =4.0ft 2 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 .00 \i.00 0.42! 101.5 \1196.30 .11 +00.750Lr+0.750L+H 1.20 1.00 1.00_-100 1 .00 \. / 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.085 0.110 1.00 1.20. i.00 ,i.00 ti.O0' 1.00 1.00 0.42 101.85 1199.11 0.43 19.72 180.00 Length 4.0 ft 2 0.085 0.110 .t00 f20 00..JiTOO i.00.:' 1 00 1.00 0.42 101.85 1196.30 0.11 19.72 180.00 +O+0.750L+0.750S+H 1.20 l.001.00 tOO 1.00 1.00 . 0.00 . 0.00 0.00 0.00 Lengthi.0ft ....i-,, 0.085 ,9.1i010OT2 1.20 t00 1.00 1.00 1.00 1.00 0.42 101.85 1199.11 0.43 19.72 180.00 Length =4.o ft \ 2 \ 0.085\.0.10 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1196.30 0.11 19.72 180.00 +o+w#i \ ' . .i - 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =1.0ff J _1 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1199.11 0.43 19.72 180.00 Length =4.0ft 2 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1196.30 0.11 19.72 180.00 +O+0.70E+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 ...\ 0.00 0.00 0.00 Length: 1.0 ft 1 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 .. 101.85 119911 0.43 X. 19.72 19.72 180.00 180.00 Length 4.0 ft 2 0.085 0.110 1.00 1.20 1.20 Length 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 \0.4 \ \ 01.85 \' ' ' 0.00 0.00 0.00 0.00 *O#0.750Lr+.750L+0.750W+H \, Length 1.0 ft 1 0.085 0.085 0.110 0.110 1.00 1.00 1.20 1.00 1.00 '1.00 \ ;i.00\ 1.p0 \ 1.o ) l.00 i.0 '0.42\ 1 0.42 101.85 101.85 1199.11 1196.30 0.43 0.11 19.72 19.72 180.00 180.00 Length 4.0 ft 2 1.?0\ i.00\ 'ITOO +D+0.750Lr+0.750L+0.5250E+H 1' \ 1.20 \ 1.00 1100 1.00 .\ 1.00' 1.00 . 0.42 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.085 -0.110 1.90\ 1.201.00')00 1:00 1.00 1.00 101.85 1199.11 0.43 19.72 180.00 Length =4.0ft .. ..2 40.085(0110 '.00 \ 1.20 _i100 1.00 1.00 1.00 1.00 0.42 101.85 1196.30 0.11 19.72 180.00 4D4O.750L40.750S40.750H\ 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 \ Length 40ft t 2 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .0.42 101.85 1199.11 1196.30 0.43 0.11 19.72 19.72 180.00 180.00 0.085 0.110 1.00 1.20 1.00 1.00 0.42 101.85. .+1J.+0.7,50L+0.750S*0.5250E41 .1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1199.11 0.43 19.72 180.00 Length :4.0 ft 2 0.085 0.110 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.42 101.85 1196.30 0.1.1.\ 19.72 ..180.00 +0.60D+W+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00: OOO\ O.00 Length :1.0 It 1 0.051 0.066 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.25 61.i1 1199.11 .1 -0.26 \11.83 ,j 180.O0. Length :4.0ft 2 0.051 0.066 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.25k - .61.11 r'116.30 ( '--o \ii..J tao.00 +0.60D+0.70E+H 1.20 1.00 1.00 1.00 1.00 1.00 fr' \ \,\;' I o:oo\ =-oo 0.00 0.00 Length :1.0 ft 1. 0.051 0.066 1.00 1.20 1.00 1.00 1.00 1.00, 1.00\0.25 \ 61.11 119911 0.26 11.83 180.00 Length :4.01t 2 0.051 0.066 1.00 1.20 1.00 1.00 101.0j 0.25l 6111 1196.30 0.07 11.83 180.00 Overall Maximum DeflectionsUn6ctored Loads Load Combination Span \ Max. \Loàao9 inSpn . Load Combination Max. '+' Defi Location in Span Load Combinaton 0.000 0.0000 0.000 2y'0.0600 0.000 DOnly -0.0018 1.676 rdd Support notation : Far left is #1 Values in KIPS Support 1 Support2 Support 3 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 rcn-tOlr nc. I atrrpa,nlrcr,c 1 'cP tamlllnl ,'Ck'IRr.t nww -r.::naI) Corn -- -- - -- ---. looltclkell I . a Ir 0 b I t e v t is r 0 TT T . f. .. . .. .. : —. i?"l-L• (vpi't Sue) : AiZ r1 U . - F cvZ /0 J' :- -----:- — - 01 --- •- -•. - I 73w o 1'ur -f #9 13L-67 1 cz -% 1'rJ + - ----- - ' H - ;- --- !--------. ••-. ~ -- - --.,. - - .- .-- - -7---.— .-., -------- - - ,--... . 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 - - Mitchell .CrAflltC-ui CC. A CA1L(Zrfl,fl CCVCCiMCI!.n 1'CACLI J Cenipagna MCPIiPCC W d B - - - - - He L\Dennis\O7-PRO-1\SDU6O88A\SdOb{Ji3a.eC 00 earn i~z -. ENERCALC INC 1983-2012 Build 612.12.7 Ver6 1212.7 Description: BM -2 pREFERENCES J Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set:ASCE 7-02 Material Properties Analysis Method: Allowable Stress Design CbTésionj 1000:6 psi - E: Modulus of Elasticity Load Combination ASCE 7-02.. ---- \ FCompr 1,000.0 psi Ebend-xx 1,700.0ksi Fc-Prll 1,500.0psi Eminbend - xx 620.Oksi Wood Species :-Dotilas Fir -Larh.7 L) Fc - Perp 625.0 psi Wood Grade \: No.1 \ .\ '.- Fv 180.0 psi 1) - -- Ft 675.0 psi Density 32.21Opcf Beam Brac - : Beam is Fully Braced against lateral-torsion buckling D(0.04%Q38) D(0.046) E(0.0 003) ro - - - - - - - Span - 5.50 ft. Span - 4.50 ft ----------- - -- --- . . . Applied Loads - Service loads entered Load Factors will be applied4or calculatipns. Load for Span Number 1 . . Uniform Load: D = 0.0030, Tributary Width = 1.0 ft, (FRP Dead load) . ....- - Point Load: 0 = 0.0460, E 0.0080 k @ 2.50 ft, (Antenna) \ ,\ . - ) - \ Load ..- for Span Number 2 Uniform Load: D = 0.0030, Tributary Width = 1.0 ft, (FRP Dead Load) Point Load: D = 0.0460, E 0.0080k @ 1.0 ft, (Antenna)\ - ---- ----- -- ThES!GNSUMMARY .- - - -'- Maximum Bending Stress Ratio \ = \ ( \ \ 0.04) N_/Maximum Shear Stress Ratio = 0.044 :1 Section used for this span '2x8 Section used for this span 2x8 fb: Actual -'.---=- 51.98 psi , fv: Actual = 7.87 psi FB : Allowable = 1,200.00 psi Fv : Allowable = 180.00 psi Load Combination +D+0.70E+H Load Combination i.-. ' +D+0.71JE+H Location of maximum on span = 2.489 ft Location of maximum on span ( \'L:'1 5.500 ft Span # where maximum occurs = Span # 1 Span U where maximum occiI'rs Z.) Span U 1 Maximum Deflection \-( •.=J Max DownwardDownward L+Lr+S Deflection 0:900Jn1 Ratio-( 0<360 Max Upward L+Lr+S Deflection 000 in \Raio Max Downward Total Deflection \ \ -0 O03in aho = 25964 Max Upward TotalDeflection -. \. -0.000:in' - Rati ... o = 345323 \ i Maximum Forces & SfoTL Birat________________________________________________________ Loid Combination - Max StressRaUos . Moment Values Shear Values Segment Length Span# M V Cd CFN C1 Cr Cm C t CL M th F'b -'j fv F'v D Only 0.00 0.007 0.00, --000 Length = 5.50 ft 1 0.039 0.040 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 47.02 1200.00, = 4.50 ft 2 0.037 0.040 1.00 1.20 1.00 1.00 .--O.05\ 7.2)180.011 Length 1.00 1.00 1.00 0.05 ''44.80: - 1200.00 i 0.05 \ 7.12 18'O.00\ 1.20 1.00 1.00 1.00 1.001.00 . od ,io.00 o.00 Length = 5.50 ft 1 0.039 0.040 1.00 1.20 1.00 1.00 1.00 1:00 1100 0:05 47:02 120000- 005 7.12 180.00 Length = 4.50 ft 2 0.037 0.040 1.00 ._1.-20 1.00 ,1:00 1.00\ 1.00, 1.00-- 6:05-\ 44:80 1200.00 0.05 7.12 180.00 +D+Lr+H 120 100 100'\ 100 100 000 000 000 000 Qf i'•J CALC! INC: 1983 Description: BM -2 Load Combination Max Stress Ratios Moment Values . Z Sher s 4A Que Segment Length Span# M V C CFN C Cr Cm C t CL M , th F, V Length = 550 it 1 0.039 0.040 100 1.20 100 100 100 1.00 100 i 0.0 \0.0 05 / '47M [1200 00 \c 05-)7 12 18000 Length 4.50 ft 2 0.037 0.040 1.00 1.20 1.00 1.00 1.00 1QP\100 O.O5J 44:0\12O0.00 0:05 7.12 180.00 +0+541 1.20 1.00 1.00 -400 '1.O0. 1.00 \ / •?-' 0.00 0.00 0.00 0.00 Length 5.50 ft 1 0.039 0.040 1.00 1.20_ 1.0OZt00 (4O0'. 10Q100 0.05 47.02 1200.00 0.05 7.12 180.00 Length r450ft 2 0.037 0.040 .JO0 \120 \1001001O0 100' 00 005 4480 120000 005 712 18000 +0+0 750Lr+0 750L+H \ ,, ç .1'\ 't 1 1.2b 100 J 00 100 1.00 100 000 000 000 000 Length.5.50 ft'\ 0.039 . 0040')10,0? 1.20 1i00 1.00 1.00 1.00 1.00 0.05 47.02 1200.00 0.05 7.12 180.00 Length 4.5Oft \ ' 2 \ 0.037\ \,0.40' 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 44.80 1200.00 0.05 7.12 180.00 +0.+O.750L+O:750S4 \ .\ . 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 it> -i 0.039 0.040 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 47.02 1200.00 0.05 7.12 180.00 Length = 4.50 ft 2 0.037 0.040 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 44.80 1200.00 . 0.05 7.12 180.00 +0+W41 1.20 1.00 1.00 1.00 1.00 1.00 0.00 \ 0.00 0.00 0.00 Length :5.50 ft 1 0.039 0.040 1.00 1.20 1.00 1.00 '100 1.00 1.00 0.05 ., 47:02 :1200:'001'\ 0.05 7.12 180.00 Length 4.50ft 2 0.037 0.040 1.00 1.20 1.00 1.00 1.00 1.00 1.00 '\0.0 \ ;44k.12ooO'J+\O.O5 7.12 180.00 +0+0.70E+H ' 1.20 1.00. 1.00 S,:\00l 1.00 .\100 _'\+1;'/ 0.00 0.00 0.00 Length: 5.50 ft 1 0.043 0.044 1.00 1.20 1.00 1.00 1.00 \ 1.00't.00 ,0.06 \. \ \..5.1.98 1200.00 0.06 7.87 180.00 Length.: 4.50 ft 2 0.041 0.044 1. 1. 00 i.'20.\ 1.o0 ::oo 1oo\oo) 100 i 0.05 49.18 1200.00 . 0.06 7.87 180.00 +O+0,750Lr+0.750L+0.750W+H l,\ 1.20'\ 1.OG.yi.00,. i.00\1.00 1.00 0.00 0.00 0.00 0.00 Length550ft 1 0039 O040'00\ 120...4)f00 100 100 100 100 005 4702 120000 005 712 18000 Length=4.50ft 2.+S\ '0.037A.. co:040 (.00\ 1.20- 1.00 1.00 1.00 1.00 1.00 0.05 44.80 1200.00 0.05. 7.12 180.00 +0+0.750Lr+.Z50L+05250E41\ f.\%\ 'iV-' 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 LgU550ft c\\\i ¶0d42 0:043 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.06 50.74 1200.00 0.06 7.68 180.00 Length'.0 tt.\ .\ '-2' 0.040 0.043 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 48.09 1200.00 0.06 7.68 180.00. 44750L4:750s+0.750w+H 1.20 1.00 1.00 1.00 1.00 1.00 . 0.00 0.00 0.00 0.00 Length = 5.50 It 1 ' 0.039 . 0.040 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 47.02 1200.00 0.05 7.12 180.00 Length = 4.50 It 2 0.037 0.040 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05 44.80 1200.00 0.05. 7.12 .480.00 +00.750L+0.7505-+0.5250E'+l . 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.o0\0.00 0 Length .= 5.50 ft 1 0.042 0.043 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.06 ,. 50.74 1200.00. ç'Ob6\ 7681) 180.0o\ Length': 4.50 ft 2 0.040 0.043 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.05k \'48.0d 2O.00{ 0.06 \7.68i 180.00 .+0.600+W+H 1.20 1.00 1.00 1.00 1.00 1.00' '\\i 000 0.00 0.00 Length 5.50 ft 1 0.024 0.024 1.00 1.20 1.00 1.00 1.00 J.00., 1.0ö +~~Q 3 \ . 28:21 i200.00 0.03 4.27 180.00 Length:450ft 2 0022 0024 100 120 100 100 10O\ 100-100 3 ..\ 2688 120000 003 427 18000 0.60D+0.70E4I fl.2d ,4M0- oo\iào,\ ioo.)1.00..i_ ' o.'oo 0.00 0.00 . .0.00 Length 5.50 ft 1 0.028 0.028 .i00\ 120\ 1.0Q \1:0.0) ....Q0 1.00 1.00 0.04 33.17 1200.00 0.04 5.02 180.00 Length :4,50 ft 2 0.026 0.028\ 1(00 20',\10OY_1.00' 1.00 1.00 1.00 0.03 31.26 1200.00 0.04 5.02 180.00 .'-.-. __ 1=4 - nfictored Load Combination Span " Max. Dell Location in Span Load Combination Max. Dell Location in Span 2.615 D+E 0.377 Support notation : Far left is #j Support 3 u.uzo u.iu'+ 0.024 0.09? .\ 0.003 '\ 00 d4 : D+E 2 0.0002 'Vertical Reactions - Unfactored Load Combination Support 1 Support 2 DOnly EOnly D+E -- ilitekell J Mai Ii - t • - r _•. ,fi r . •., i •.. .I• .. TTTT / ....---i_•--/--.-.-..•---•.. I - - - .' . 833 Ronson Court 0 Suite N San Diego 0 C Iifornia 92111 0 353.650.3130 0 F3x.650.3140 JjVh41,1* tc ke 1 I I S i. . .... 14 1 J ,CirnC-- F{ jZ6Ou H ,!.TJIITT.-Dd I3. O Yj 4 I ' kJ •- -L'. I —4---1 '1 JLH F- z -Q 1D t1 C Z( X3,'F TD dj-POr*1= I - 5 w 'x'x R )b —--.-.--.-.I .. Iii1 -rvr /4 '/ /k 64 jcl?O4 I S .' . ........2. ..-.-.. ...J. -.4. 4jj I -t —r--- t - - AxiAL- b1 - 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 Inc.0 A CII IcrniA Ccrncraoofl I4,tchell campagna D Archirect C S 'S ' 4883 Ronsan Court Suite N San Diego, CA. 92111 itcheii 3 Phone: (858) 650-3130 c t Project Number: 5D06088A Project Name: Las Flores Calculation By: DH Date: 3/20/2013 Sheet Number i: oL)-rc ?LAeJ 7F Trt1 Zell ir I 5efr r 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 M,'chATl 1 flrumlclurl, :nr. A ~Ill luril AiOA(AIiOr 7 'irchati Campagflfl urcilltict www,mrthpi:.cum i - 3xP1L- - .4—-,— -—rf I - 4 iM 11itc1me I ____________________ • -Fli) 6bo&o9eA 3 —i-3 -. 5 o II 1-4 I--- -'• -- 4- - -e - - 4 •- •.-4--.-. - -•- --- p---- --. I'zI I AE A4: SEci1o,-J A1ZAC,6 t(7cx5JY L='( (3o') - -- • ± • - - -- •: . .. T3)' oF - -1'- -• --4-.- 4. - ovr&) i-r 4883 Ronson Court 0 Suite N 0 San Diego 0 California 0 92111 0 858.650.3130 0 Fax.650.3140 M,,thntl inr:t-nctrq, nt Z A Cn.fArr,a C3rnnrar,on Z 'Etn± I Thfln.n ArCIAlACI CNN# :1tIC21PII) COO, "EMW 4883 Ronsan Court Suite N 44 - San Diego CA 92111 iifheJi J Phone: (858) 650-3130 Project Number: 5D06088A Project Name: Las Flores Calculation By: DH Date: 3/20/2013 Sheet Number - ___- A Appendix-A - - -- - -- - - A-1 BEARING ON FRP Bolt Allowable for Given FRP Plate Thickness (1) MATERIAL THICKNESS 3/8" 1/2" BOLT DIAMETER 5/8" 3/4" 1" 1/8" 469 625 781 938 1250 1/4" 938 1250 1563 . 1875 2500 3/8" 1406 1875. 2344 2813 3750 1/2" .1875 2500, 3125 3750 5000 3/4" . 2813 3750 4688 562.5 . 7500 1" 3750 5000 6250 7500 10000 (1) BEARING on FRP plate or web controls (Factor of Safety = 3.0; Fp=10, 000 psi) The designer must confirm that no other component of connection controls. BOLT SHEAR Bolt Allowable for Given Bolt Diameter (2) BOLT TYPE & . . BOLT DIAMETER APPLICATION 3/8" 1/2" 5/8" 3/4" 1" 316SS- single shear (3) 1408 . 2503 . 3912 . 5633 10014 316SS- double shear 2816 5007 . 7823 11265 20027 FRP threaded rod. (4) 300 600 9000 1000 2050 single shear FRP threaded rod - 600 1200 1800 2000 4100 double shear The designer must confirm that no other component of connection controls. SHEAR of bolt controls. Fv=0.17*FU = 0.17*75,000 psi = 12,750 psi SHEAR of FRP threaded rod controls (Factor of Safety = 4.0). Ultimate values from Dynaform Design Guide . RATIO OF EDGE DISTANCE TO FASTENER DIAMETER RANGE RECOMMENDED Edge Distance - cl* bolt to END 2.0-4.0 3.0 Edge Distance - cl* bolt to SIDE .1.5-3.5 2.5 Bolt Pitch - cl* to cl* . 4.0-5.0 5.0 * - "cl" is centerline . . . . - . • -., . . . 7 EQUAL LEG ANGLES SEJI OND! MENS.I oNsW$ Wt /Ifl jI7f-, t: &CJIQNPRO RE RTI S , xtory in ES z 1 1/8 0.23 0.18 0.02 0.05 0.31 0.29 0.01 0.19 1-1/4 1/8 0.29 0.22 0.04 0.05 0;38 0.36 0.02 0.24 1-1/2 3/16 0.52 0.40 0.11 0.10 0.46: 0.44 0.04 . 0.29 1-1/2 1/4 0.67 0.54 . 0.14 . 0.13 0.45. 0.47 0.06 0.29 2 1/4 0.92 .0.70 0.33 0.23 0.59 0.59 0.14 0.38 3 1/4 1.42 1.08 1.24 0.58 0.93 0.84 0.49 0.58 3 3/8 2.09 1.61 1.76. 0.83 0.91 0.89 0.70 0.58 3 1/2 2.70 2.11 . 2.22 1.07 0.91 0.93 0.94 059 4 1/4 1.92 1:45 3.04 . 1.04 1.26 1.09 1.21 0.79 A. . 3/8 2.84 218 4.35 1.52 1.24 114 1.75. 0.78 4 1/2 3.70 2.89 5.56 1.97 1.23 1.18 2.29 0.78 6 3/8 4.34 3.03 15.23 3.49 1.87 1.64 6.07 1.18 6 1/2 5.70 4.45 19.91 4.60 1.87 1.68 7.92 1.17 z V 18 www.fibergrate.com 1 800-527-4043 4x4x1/4ANGLE 0 Allowable Concentric Axial Stresses and Loads A= 1.92 in.' r = 0.79 in. bit = 16 True Fa P. Length (ft) (psi) (Ibs) 05 2758 5295 1.0 2,758 5,295 15 2,758 5295 2,758 2,393, 495 3.0 2,133 4,095 35 3,675 4.0 1,760 3,379 3,078 5.0 1,482 2,845 6.0 1,283 2,463 6.5 __ '187 2,279 7.0 1,123 2,156 194 8.0 1,020 1,958 85 - - 1,882 9.0 933 1,791 9.5 889C 1.707 10.0 860 1,651 10.5 834 1,601 11.0 802 1,540 115 759 1,457 12.0 727 1,396 - t331 13.0 660 1,267 The effective "K" value is 0.70. See page 60 for additional information. 66 / www.fibergrate.com 800-527-4043 SQUARE TUBES EcIdNJPi M$1 CM iffi i- 3€'JLrWr ON 1 1/8 0.43 0.32 JI;)i.:.iPAQf 0.06 0.11 0.36 1 1/4 0.74 0.55 0.08 0.16 0.33 1-1/4 1/8 0.56 0.41 0.12 0.19 0.46 1-1/4 1/4 0.99 0.75 0.18 0.28 0.42 1-1/2 1/8 0.68 0.50 0.22 0.29 0.56 1-1/2 1/4 1.24 0.98 0.34 0.45 0.52 1-3/4 1/8 0.81 0.61 0.36 0.41 0.67 1-3/4 1/4 1.49 1.13 0.58 0.66 0.62 2 1/8 0.93 0.70, 0.55 0.55 0.77 2 1/4 1.74 1.32 0.91 0.91 0.73 2 3/8 2.44 1.85 1.13 1.13 0.68- 2-1/8 3/16 1.45 1.10 0.91 0.85 0.79 2-1/4 1/8 1.06 0.81 0.80 0.71 0.87 2-1/4 1/4 1.99 1.51 1.35 1.20 0.83 2-1/2 1/4 2.25 1.79 1.92 1.54 0.92 3 1/8 1.43 1.08 1.98 1.32 1.18 3 1/4 2.74 2.07 3.50 2.33 1.13 3-1/2 1/4 3.24 2.49 5.73 3.27 1.32 4 1/4 3.74 2.83 8.82 4.41 1,53 4 3/8 5.43 4.24 12.03 6.01 1.48 <3132T y - . 19 wwwfibergrateCCm'I 800-527403 True Fa pa Length (ft) (psi) (Ibs) arms- 1.0 6,595 595 24,665 MR!P 24 !665 2.0 6,595 24,665 JJJ 3.0 6,595 . 24,665 43"1 6L:5 4.0 6,595 24,665 nllm- 5% 5.0 6,595 24,665 1. rr IRK 6.0 6,595 ,4,665Y 7.0 6,595 241665 75t-A 349 237451 - .8.0 5,941 22,219 6Q 9Z4 9.0 5,283 19,758 115-1 If I BIRO 10.0 4,666. .17,451 True - - Fa P. Length (ft) - (psi) (Ibs) ffQ 11.0, 4,025 15,054 53 &1 15# 43 738 W1 3980 12.0 3493, 13,064 1L2J1it 13.0 3,000 11,220 14:0 2,672 9,993 15.0 - 2,350 8,789 &:5 . - 16.0 2,052 7,674 - J - 17.0 1,850 -6,919 I67J PL1 18.0 - 1,687 - 6,309 lQ - 19.0 1,558 - - - 5,827 9 5 4 Y 484 - 20.0 1,441 5,389 4'x 4 X.] /4 SQUARE TUBE Allowable Concentric Axial Stresses and Loads A=374in 2 r= 153 in b/t=16 Ab 4 x 1/4 SQUARE TUBE Laterally supported A = 1.75 in 1 = 8.82 in4 S 4.4l 'in Wt. = 2.83 Ibs./ft. [SPAN .x. - x DEFLECTION Ii FEET MAXIMUM LOAD •L/100 L!150 .L!180 L!240 L1360 5 1047 F 900 599 499 373 248 r q. iiuwy 7 597 F 351 ,.. 2a3 4 MAW 144 95 - 1 9 ', 360,. 'Fb ' ' 169 112 92 69 ML 45 101,41, 57 If 11 ' 240 Fb Wt 93 61 ' 50 37 24 13 '171 Fb 56 '. 36 13 30 21 i 15, 128 Fb '. 35 23 The part weight has been 'deducted in the a bve table. " .'. •, 4.x 3/8 SQUARE TUBE Laterally Supported A'= 2.44 in - 1= 12.03 in4 •.' ' 'S =6.01 in 3 ' Wt.-= 4.24 Ibs./ft. SPAN 'M L -' DEFLECTION ., FEET MAXIMUM LO . ' LIIOO . L1150 L1180 L!240 '. L1360. 5 6 ' 1108., ' Fb •. .742 493 410. .: 306 . 202 '"• 2 OR jr 8 621 Fb 325 ' 215 ' 178 132 , 87 THAT WY!: WBW 10 396 ' Fb .168 . 110 . ' 91 . 67 ' . ' 43 w 12 ' 273 Fb 96 ' . 62 51 . 37 , 23 14 F ' 59 38 31 22 ' .13 16 38 24 19 '. 1.3 . '7 tg 18 '' 119 F'b . .., 25 . 15' ' .12 8 .. 3 12 ç Qd 20 95 F 1 ove table. 7 .rheartWeih'th b Final Insp. Approved Date By BUILDING '/, 11,3 Dq PLANNING 'tic ft S ________ ENGINEERING £f/22/I3 kL. FIRE Expedite? V (iJ /i3 AFS Checked by: HazMat I sit.I 3 A- APCD Health I/i? p-ii1 A-)?/Ca 7-- & to( ki 15 11 3Lt lcccl Dior? iy Er:cina HazHealthAPCD School Y N Sewer V N Stormwater V N Special Inspection V N CFD: V N LandUse: Density: ImpArea: FY: Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning Engineering Fire Need? CeM-c' L3 Doz U Dc U Dc U Dc 0 D SW a Issue