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HomeMy WebLinkAbout2710 LOKER AVE W; CS; CBC2016-0029; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Print Date: 11/30/2017 Commercial Permit Permit No:CBC2O16-0029 www.Carlsbadca.gov 2710 Loker Ave, Cs BLDG-Commercial Work Class: Tenant Improvement Status: 2090813100 Lot U: . Applied: $40,000.00 Reference U: Issued: Construction Type: Finaled: i Bathrooms: Inspector: Orig. Plan Check U: , Plan Check U: (. VERIZON: REPLACE 6 EXIST ANTENNAS W/SCREENING//INSTALL NEW RRU AND A2 AUACHEMENTS Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: U Dwelling Units: Bedrooms: Project Title Description: Closed - Finaled 11/23/2016 06/22/2017 Applicant: Owner: Contractor: RELIANT LAND SERVICES J E UPHAM LLC SOLEX COFTRACTING INC STELLA SHIH 113 Main St 42146 Remington Ave RIO VISTA, CA 94571 Temecula, CA 92590-2547 714-396-0459 S 951-308-1706 BUILDING PERMIT FEE $2000+ $342.00 BUILDING PLAN CHECK FEE (BLDG) . $194.60 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $43.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL ' $45.00 S81473 BUILDING STANDARDS FEE $2.00 STRONG MOTION-COMMERCIAL $11.20 Total Fees: $637.80 Total Payments To Date: $637.80 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 limitation has previously otherwise expired. - ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: []PLANNING EENGINEERING EJBUILDING [--]FIRE EHEALTH EHAZMATIAPCD I Building Permit Application Plan Check No. (0 — a ml Est. Value 1 TcTI cTCitY of 1635 Faraday Ave., Carlsbad, CA 92008 Cdisbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: ______________________ Date fl( z_*I, k Iswpp. I www.carlsbadca.gov JOB ADDRESS o J- frS&r. I SUITE#/SPACE# /UNIT# CS APN im - - - 01~>All CT/ PROJECT # LOT # PHASE a # OF UNITS # BEDROOMS P BATHROOMS TENANT BUSINESS NAME CONSTR.TV7 GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) t3 - Uo) $4J 9;sL-t. M3 R LA PM7 A '2 T[ -. EXISTING USE PROPOSED USE GARAGE (SF) PATIOS 1SF) DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS - YES# NoE __. YES ENO J YES F] NOD APPLICANT NAME PROPERTY OWNER ', Z. Primary Contact ADDRESS fr'J Dtpvor A-vt. 1t93 ADDRESS 02 CITY I STATE ZIP CITY STATE ZIP 1 /oti PHONE FAX I PHONE FAX , EMAIL I e.441(2 EMAIL DESIGN PROFESSIONAL - • CONTRACTOR BUS. NAME .kx ADDRESS ,VA&-kvtp (03 ADDRESS.. 14,2 114 itic4t&-i CITY I STATE ZIP CITY STATE ¼'7IP PHONE . 'FAX P ,IFAX HONE q573-(70(: 1 EMAIL ti lea e-rl i- c-iM EMAIL1 b ,'e42 COMZ Ct 2ô I STATE LIC. R STATE LIC.# I ctass I ClTY BIS. LIC.# L1Ac-e'o.IL2,o3c, (Sec. 7031.5 Business and Professions Code: Any City or County which requires a pen'nitto construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($50011. 1øtEuG .. - . - Workers' Compensation Declaration: thereby affirm under penalty of perjury one of the following declarations: 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. have and will maintain workers' comPensatiop, as required by Section 370001 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Z or i (b( Fj7?e40 /)% Policy No. &C61 fr? LOI Expiration Date This section need not be completed tithe 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 lawful, shall subject an employer to criminal penalties and civil tines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dama provided for in Section 3 of the L r code, interest and attorney's fees. . CONTRACTOR SIGNATURE L&BENT DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: [] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [J 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). [J I am exempt under Section ______________Business and Professions Code for this reason: il personally plan to provide the major labor and materials for construction of the proposed property improvement. [—]Yes I1No 2. I (have! have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address! phone lconlractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address! phone /contractors' license number): - 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone type of work): . • . .PROPERTY OWNER SIGNATURE . []AGENT DATE " Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 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 outer boundary of a school 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 REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address - I certify that i have read the application and state that the aboe information is correctand that the information on the plans is accurate. I agree to comply with all City ordinances and State laws retalingto buifdingconstrvction. I hereby 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 Cfl?r' OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. - OSHA An OSHA permit is required for excavations over 59 deep and demolition or construction of structures over 3 stories in height. S EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by liiitiation and become null and void if the building or wsrlc 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 vork is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). .APPLICANT'S SIGNATURE DATE , - . STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. . , . Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERT IFICATE OF O CC UPA NCY . i P rojects Only) Fax (760) 602-8560, Email buiIdinQ(äcarIsbadCacioV or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME - - ADDRESS . BUILDING ADDRESS - - CITY STATE ZIP CITY - STATE . , ZIP Carlsbad CA PHONE . FAX - EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS . PICK LIP: a CONTACT (Listed above) a OCCUPANT (Listed above) CONTRACTOR (On P. i) - ASSOCIATED CB# ' TO: a CONTACT (Listed above) 0 OCCUPANT (Listed above) . CONTRACTOR (On P. a NO CHANGE IN USE / NO CONSTRUCTION MAIL /FAX TOOTHER: r a CHANGE OF USE / NO CONSTRUCTION ZAPPLICANT'S SIGNATURE DATE / lIL -1 ItC')fll Permit Type: BLDG-Commercial Application Date: 11/23/2016 Owner: J E UPHAM LLC Work Clas's - Tenant Improvement i Issue Date: 06/22/2017 Subdivision..PARCEL MAP NO 18720 Status: " closed - Finaled Expiration Date: 12/19/2017 Address:. 2710 Loker Ave, Cs - Carlsbad, CA 92010 : IVR Number: 429 - S6heduled Actual Inspection Type Inspection No. Inspection Status - Primary Inspector 'Reinspection Complete Date - Start Date 11/30/2017 11/30/2017 BLDG-Final 041798.2017 Passed Chris Renfro - , , Complete 01 Inspection - . -.• - . ' )Checkllst Item COMMENTS J.Passed -- . BLDG-Building Deficiency . . .'- - . . - Yes - BLDG-Plumbing Final - - Yes -: BLDG-Mechanical Final -- ' Yes ' -- -- BLDG-Structural Final Yes . - BLDG-Electrical Final Yes - - • 0 - -- . - .- - •- 0 - -' - .I - 0 - 00 , 0 - • . _. 41 *0 0 0 • • 0 0 - -0,0 •i -- . 0 4 - 0''•- 0 ' - Ab -, . . it - 0 . f - -- - I 0 , - 0 ',• - I . ' - 04,0 - 0 0• $ - . - ' +0 . - - ,- . . 0 - 0 t - - - .4.. - - 0 - . . i_• -----..- 0 , •, •__ 0 '*' - .0 0 • -' 0 1 I 40 (00, 010 0 0 - - - 0 - - - - - 4 0•• ' 0 - 0i0 0, 0 - _0 , . . 0 ' - _4. - -- 'O O 4 I - - 0 -, -, 0 •' : - 0 - - ' 0 0 i Novenber 30, 2017 - - 0 - - - - - ,, 0 - 0 Page 1 of I EsGil Corporation In Partners flip with Government for Building Safety DATE: 12/28/2016 JURlSDICTlONCitfCai1âd) PLAN CHECK NO.: C2016-0029 SET: II PROJECT ADDRESS: 2710 Loker Ave. West PROJECT NAME: Verizon McClellan MTX54/BSC22 L APPLICANT RI S. IJ PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LIII 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. 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: ro ) Email: Mail Telephone Fax In Person REMARKS: By: David Yao Enclosures: EsGil Corporation El. GA El EJ MB LI PC 12/20 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468•• Fax (858) 560-1576 EsGil Corporation In cPartnersliip tvitii government for Building Safety DATE: 12/6/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0029 SET: I PROJECT ADDRESS: 2710 Loker Ave. West PROJECT NAME: Verizon McClellan MTX54/BSC22 APPLICANT )'J URIS. L PLAN REVIEWER 0 FILE LIII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El 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. LII 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: Stella Shih 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: Stella Shih Telephone #: 714-396-0459 Date contacted:1"( 0 (by(Y) Email: stella.shih@rlsusa.com -10 a i I 'ephop Fax In Person LI REMA By: David Yao Enclosures: EsGil Corporation LI GA LI EJ LI MB LI PC 11/28 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad C2016-0029 12/6/2016 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0029 PROJECT ADDRESS: 2710 Loker Ave. West DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 11/28 12/6/2016 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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. The approval of the plans does not permit the violation of any state, county or city law. . To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? El Yes El No City of Carlsbad C2016-0029 12/6/2016 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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 TWO 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. Provide total construction cost of the project. Sheet 3-7 of the calculation is not legible. Please provide revised calculation to show all the member sizes and all the connections (specially connects to the existing wall) is adequate to resist the design load. Page 5 of the calculation shows the picture of the screen box max. height 5 feet. This screen box for this project is 7 feet. Please provide calculation that match the plan. 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 David Yao at Esgil Corporation. Thank you. - , City of Carlsbad C2016-0029 12/6/2016 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0029 PREPARED BY: David Yao DATE: 12/6/2016 BUILDING ADDRESS: 2710 Loker Ave. West BUILDING OCCUPANCY: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) cell site revision estimate 40,000 Air Conditioning Fire Sprinklers TOTAL VALUE 40,000 Jurisdiction Code 1cb 1By Ordinance $342.49 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance I $222.621 Type of Review: Complete Review Structural Only El Other E Repetitive Fee Repeats El Hourly Hr. @ * EsGil Fee I $191.791 Comments: Sheet 1 of 1 macvalue.doc + 3 . ol Structural Calculation P'roject: VERIZON .,. . . Project no McClellan 0') .: MTX54 /B.S C22 .0 Address 2710 Loker Ave West co 0—. Carlsbad, CA92010 .. Date: 07/05/2016 . .. .. 0 Rev 1 12/12/2016 mm city comment Cb4 .:: Lu I CD ................................. ul O .' . . .Cq (JD QILU Lu to . . • -" : .;• . . ... .. THESE CALCULATIONS ARE THE SOLE PROPERTY OF THIS FIRM, AND MAY NOT BE USED WITHOUT WRITTEN CONSENT. THE BUILDING OFFICIALS SHALL NOT ACCEPT THESE CALCULATIONS UNLESS WET STAMPED AND SIGNED BY THE ENGINEER OF RECORD. 4. Description of the project: Design of FRP box screen mounted on (E) metal stud wall & anchorage of panel antennas Design Codes: 2013 California Building Code with local amendment. Design Criteria: Seismic: Category Il, Site D. Ss= 1.045, S1= 0.405 Wind: Exposure C. 110 mph. 6-0" panel antenna SBNHH-1D65B 72.9"xl1.9"x7.1" 40,6 lbs FRP screening 5'w x 1'-6"D x 7'-O"H 4 psf 1/11 Disclosure: Please be advised that the evaluation and recommendations made were based on minimum design loads per current building codes without full as-built plans and without on-site intrusive investigation and verifications. With this inherent limitation, the design and evaluation was done in accordance with generally accepted engineering principles and practice. The engineer of record shall be notified immediately when discrepancy occurs between the actual on-site condition and this report and/or drawings for remedial solutions. 7/512016 Design Maps Summary Report IJSGS Design Maps Summary Report User—Specified Input Report Title Mc Clellan Tue July 5, 2016 23:02:11 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.132450N, 117.25957°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 - '..•. '. . .) iF' -,-- ---- \ IdeF1u, - Carlsl~K\ -' /ç4 3Mar 5 _Fnr l1#1 _,- __h P 1 1.045 g SMS = 1.131 g SDS = 0.754 g S1 =, 0.405 g S,, = 0.646 g SDI = 0.431 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 1.20 0.24 0.1G 0.12 0.013-- 0.00 I I I I I 0.00 I II 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.0 0.00 1.00 1.20 1.40 1.60 1.90 2.00 - Period, I (sec) Period, I (sec) For PGAM, TL, C, and C 1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. 1/1 Seismic Calculation for Non-Building Element Site Coordinates =.33.13245N, 117.25957W ..' " Soil Site Class=,.. D : .....' :. Risk Category= From Spectrum: Data: . . . .. . 5MS = 1131 g 5DS = 2/3 SMS = O..754 g :1 : •. .':' .SM1 ,g . So1 2/3 SMl = .:O.43f:' g Seismic Dèign Category pH 1.0 Séismiô Design Force: R= 25 a= 10 1.0 z/h-, . 1.0 W = 70 lbs Antenna weight FP [0.4 a SDS W / (RIl)] (1+2(z/h)) P. 25.33'. lbs FP M = 1.6 SOS l W, F MIN = 0.3 Sos l W, = 84.45 lbs = 45.83 lbs Therefore F = 25.33 lbs Seismic Load Effects E:.' ' ' , ' . '".'.. : : ,. : : .: . . E = pF ± 0.2 SDSD '25.33 lbs:" '" ± 10.56' lbs .: (Lateral) ' ,.. (Vertical)- Seismic Lateral Coefficient = 0:36 ASD design coefficient = .0 .25 ,. 6/11 H Screen Elevation:= 38.00 ''ft ' Screen Length = 7 ft MAX HEIGHT Screen Width 5: ft MAX FRAME SPACING .,d:: Anchor 5 ft ANCHORAGE IS FOR w Screen Weight = 4 psf IsEciloN b: Eccentricity p:. Wind Force 35.57 psf :Total Wind force 1244.9 lbs / Seismic Coefficient 0.36 40 Width 80.6 lbs Wind Governs Cs * mum r;:::t11 ;: i;: Shear= 56.0 lbs I II I[.... ' Tension = 482.2 , Ibs ' 00" VERT BRACE 0 EA BAY OVER FULL KT SCREEN ONLY: 24" O.C. W/ L3X3)O FRP CLIP I I &(2)-%A FIBER BOUTS TO ' ' ' HORIZ CORNER BRACES • : , T&B TYP EVERY BAY ' ' ' c' ' , -'iE PROVIDE POSITIVE CONNECTION ' BETWEEN VERT & HZ LEDGER ' • To WAIL ELEMENT • • ' FRAMING NOTES ALL VERT & HZ FRAMING MEMBERS TO BE L4X4X FRP ANGLES U.N.O. ALL DIAGONAL BRACES TO BE L3X3X)L FRP ANGLES, U.N.O. ALL CONNECTIONS TO BE (2)-%"0 FIBER BOLTS. , SCREEN COVER TO R " E THK FRP SKIN WI EPDXY CLUE & 'B FIBER BOLT TO FRAMG @ 10.. D.C. ALL EDGES. TEXTURED COVER W/'', . FOAMED "En5" SYSTEM TO MATCH (E) BLOC. ' . ..Bill STEEL PIPE MOUNT - PanelAntenna+Rad,o Remote Head PAGE Manufacturer Wind Rating = 120 mph DATE . . . . JOB No: LATERAL FORCES GENERATION AND DISTRIBUTION: WIND Pnet = qs Kz Cnet [I Kzt] EXPOSURE Ic SPEED:1110 [ mph RISK CATEGORY lu [j H qs Kz Cnet I Kzt Pnet 0 . . 15 180 0.85 1;90 1.00 . 1.00 29.07 . . . 20 18.0 0.90 1.90 1.00 1.00 30.78 25 180 094 1.90 1.00 1.00 3215 30 18.0 0.98 1.90 1.00 1.00 33 52 40 18.0. 1.04 1:.-90 1.00 1:.00 35.57 50 : .18.0 1.09 1.90 1.00 1.00 37.28 60 18.0 113 1.90 1.00 1.00 38.65 80 180 121 190 100 100 4138 100 18 0 1.26 1.90 .1 .00 1.00: 43.09 120 18.0 1.31 1.90 1 00 1.00 44 80 H Antenna Elevation = 38.00 ft I (Ibs) Antenna Length . 6 ft . ., . Antenna Width = 1 ft :d (in) . p(psf) d: Anchor Distance = . . I . ft . . . R (lbs) w Antenna Weight = 77 lbs (Antenria+RRU) b Eccentricity = 0.5 ft p Wind Force = 35.57 psf Governs seismic coefficient = 6.36 Seismic lateral= 4.62 psf Maxmum Reaction: . , ) Shear = 38.5 lbs ..... b(in): Tension = 145.2 lbs w (lbs):. Anchor on existing antenna pipe mount Antenna to be anchored on 2 steel pipe mount Assuming clear span = 8-0 M = 230# x 8' :x1.2 /4 = 5,520 lb-in . . .: . Capacity of 2 pipe = 06 x 35,000 psi x 073 in 15,330 lbs in Anchor on Steel Machine Bolt (2) 1/T 4 Machine Bolt! U Bolt T&B Vallow= 900 x2 = :. 1800 lbs OK: I allow = 900 x2 : 1800 lbs. OK LATERALLY SUPPORTED - GOVERNED BY:f SPAN Stress Deflection IN *F FEET or 1/100 1/150 11180 ii249/li360 4:x1-1/16x1/8 3 *314 - . .247.-:164 Wt/ft =058 lbs 4 *177 - - 160 120 66 80 44 bf/tf =8.S0 5 *113 -- 106 :\89 Fb=5431psi 6 *78 - 64'54 40 27 7 *5 - _____4__ 3 26 17 1 55 in4 8 *44 *35 43 30 - 28 ,i20 24 -ff 18 12 S= 0.78 j 3 9 13 8 l y = 0.01 in4 10 *28 22 . 12 9 . 6 J= 0.004 in4 __ ______ 4x1-1/8x1/4 . 3 .880 - 733, 611 458 305 Wt/ft = 111 lbs 4 *592 536 2967197 357 298 223 149 bf/tf =4.50 .5 *379 164 123 82 Fb=9938 psi 6 *263.( 179 119 99 74 50 ii 77 64 48 32 l=287 in4 8 *148 79 .J 56 53 44 33 22 S=1.43 in 9 fi7 *95I/ 37 31 . 23 16. I =0.13in 10 41. 28. 23 17 ,11 0.030 in4 / '-'-' . 4 x 1-3/8 x-3/16 3 *606 - - 528 396 264 Wt/ft =094 lbs 4 *341 -- 315 262 197 131 Fb=6249 psi / 6 - 107 89 67 45 0.68 in 7 T1"fl —1 0-4— 69 4 20 SX 131in3 + ti'/)1 I =0.191n4 10 J(ooi4_i'iit_./f *55 37 25 21 16 10 • • 9/li STRONGWELL. Section 8: Flexural Members (Beams): BEAMS CHANNELS —EXTREN®625 E=2.8xlo6 psi X. ____ Allowable Uniform Loads in Pounds Per Foot ** Nontdèk1siz ubjctto mill requirements \ IVertical Stud @ MAX ?'-O" O.C. '---I35.6 psfx2.0' =71.2#/ft ITextured paint finish deflection not control 8-30 EFFECTIVE K! EXTREN® 500/525 EXTREF1® 625/ E ="2.6 x 106 psi E1= 2 8 '1O6 p'si COLUMN LENGTH - F8(psi) P8(Ibs) F(psi) ) P(Ib) 05 77 3386 9616 3646 10356 10 154 3386 Th616 3646 10356 F3 (psi) P3(Ibs) j (psi) P3(Ibs) 1 5 23.1 2752 7816",2964 8417 2.5' Q8 38.5 _2349 6672 2530 7.185, 2078 590f"-... 2238 6356 3.0 46.2 1880 5 2024 5749- 3.5 538 1729 4910 - 1862 5287 4.0 61.5 H606 - 1730 _4912 - 45 692 1505 4275' 1621 4604 50 769 1420 /N4034../ 1530 4344 55 846 1348 3828 1451 4122 6.0 ... 92.3 1285 ;. 3649T.- 1383:.P 3929 70 1077 1180 3352 1271 3609 80 1231 1096..,. 3114 ,1181 3354 85 1308 1060) 3012 1142 3244 9.0 138.5. - 1028 -' 2919 .. 1107 3143 95 .998,2833 '1'074',3051 100 j 1538 970 2755 1045 2967 10.5 16.1 .5 2682 1017 2888 110 1692, 920 2614 991 2815 11'5-- 1769 .. ?898 967 ' 2747:., 120 1846 877 2492 945 2684 125 23 N 858 2437 - 924 2624 13.0 840 - 840 2385 904 2568 : - 1tj rf ' A. 'L 'OSERVI RE JANT AND- Structural Calculation Project: VERIZON Project no.: McClellan : MTX54 / BSC22 Address: 2710 Loker Ave West Carlsbad, CA92010 Date: 07/05/2016 p • No. 'S I ((L-4- )rn )) THESE CALCULATIONS ARE THE SOLE PROPERTY OF THIS FIRM, AND MAY NOT BE USED WITHOUT Iv WRITTEN CONSENT. THE BUILDING OFFICIALS SHALL NOT ACCEPT THESE CALCULATIONS UNLESS WET .-.- STAMPED AND SIGNED BY THE ENGINEER OF RECORD. -. '.. . .. 2710 LOKER AVE VERIZON: REPLACE 6 EXIST ANTENNAS W/SCREENING//INSTALL NEW RRU AND A2 ATTACHEMENTS - 1745 W. Orangewood Ave., Suite 103, Orange, CA 92868 Tel: (714. . r. -. • ......2090813100 - 11/23/2016 CBC20I 6-0029 Description of the project: Design of FRP box screen mounted on (E) wood stud wall & anchorage of panel antennas Design Codes: 2013 California Building Code with local amendment. Design Criteria: Seismic: Category II, Site D, Ss= 1.045, S1= 0.405 Wind: Exposure C. 110 mph. 6'-0" panel antenna SBNHH-1D65B 72.9"xl1.9"x7.1" 40.6 lbs 1/7 Disclosure: Please be advised that the evaluation and recommendations made were based on minimum design loads per current building codes without full as-built plans and without on-site intrusive investigation and verifications. With this inherent limitation, the design and evaluation was done in accordance with generally accepted engineering principles and practice. The engineer of record shall be notified immediately when discrepancy occurs between the actual on-site condition and this report and/or drawings for remedial solutions. 7/5/2016 Design Maps Summary Report JSGS Design Maps Summary Report User—Specified Input Report Title Mc Clellan Tue July 5,201623:02:11 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.132450N, 117.25957°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 2/7 USGS—Provided Output = 1.045 g SMS = 1.131 g S05 = 0.754 g S = 0.405 g SMI = 0.646 g S01 = 0.431 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.99 1.20 0.90 FA I 0.24-- 0.12-- 0.08-- 0.00 I I 0.00 - 0.00 0.20 0.40 0.90 0.00 1.00 1.20 1.40 1.90 1.90 2.00 0.00 0.20 0.40 0.90 0.90 1.00 1.20 1.40 1.90 1.90 2.00 Period. T (sec) Period, T (sec) For PGAM, TL, C, and C51 values, please view the detailed report. - Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. 1/1 V 156-11 0 NWCCR.O 5E 1/4 OF SW 114 OO' IN rt e I OF SEC. 31 0 k 2 u 41 @ j 14 A WINTERGREEN DR. ' IUI3 __ a 0 OO9tzO15J RE 4 114 SOUTH LINE AVE) W4 su N. __________ R5 Ho II I) L 7volill rt 0 PM14134 I * MI4O MR.I PAR2 PAR.) IM 31" k 'Ws, flpM~7,g 'PMIB 09 . IPMl3O27 0 P2 PA ® ®Pat 0 . PAR IO '01 J® i •lii I.4e 1M3 .h 2 ;N0 ft Ig ®1e W)I3O27 41I0 F........ 4U0 PM 3591 •_ r3PAR. PM 3923 PAR. I IB3AC. . £I41WM3O2L s.0 Iu( .11 - Ji7b1 - 'III mg PM 3223 LAS FLORES & It PM4 " PM2Ofl l PIRA ° 0 it € oI P4R9 1I 4A F MORNING.. ® GLORY LW SEC. 311 SEC 31-IllS P4 W-POR. S4 OF Wlf4 MAP 1719-LACUNA MESA TC-POR. ICT 5 lOOK 155 PAM it I I ROS 841,2608,32lO6676,9624 This MAP SHOULD BE USED FOR REFERENCE PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA SHOWN. PARCELS MAY NOT COMPLY WITH LOCAL SUBDIVISION OR BUILDING ORDINANCES.