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HomeMy WebLinkAbout2192 Palomar Airport Rd; CS; CBC2017-0033; Permit( City of Carlsbad Print Date: 06/06/2018 Job Address; Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2192 Palomar Airport Rd, Cs BLDG-Commercial 2130201800 $30,000.00 NO DESCRIPTION Commercial Permit Work Class: Lot#; Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Tenant Improvement DEV08029 Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Description: VERIZON: REMOVE AND REPLACE 3 EXISTING ANTENNAS// INCREASE SCREENING WALL BY 2' BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Owner: COUNTY OF SAN DIEGO Public Agency 858-694-2960 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $571.00 Total Payments To Date: $571.00 Contractor: STC NETCOM INC Po Box 82776 SAN DIEGO, CA 92337 951-685-8181 Balance Due: 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 ff 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. Permit No: CBC2017-0033 Closed -Finaled 01/20/2017 09/12/2017 6/6/2018 11:S0:06AM $0.00 $278.00 $194.60 $43.00 $45.00 $2.00 $8.40 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING D ENGINEERING 0BUILDING 0FIRE DHEALTH D HAZMAT/APCD {city of Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. C:.1, t.. '2..o \. 1 -CO?,'s Est. Value '30 o=o Plan Ck. eposit Date lo ,, SWPPP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) ~~ ~xi.sr,rJ ~ ~,JIN1 ~p.£,L- # BEDROOMS SUITEI/SPACE#/UNITI APN z,/2., # BATHROOMS TENANT BUSINESS NAME EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) APPLICANT NAME STA2A. STATE CA-ZIP~lb FAX FAX STATE CA r-filft EMAIL d> 1:::.,.,,, STATE LIC.# ~rt7,r c~ CON R. TYPE OCC. GROUP ZIP ZIP .. 33'> (Sec, 7031.5 Business and Professions Code: Any City or Coun_ty which requires a permit to_ c_onstruct, alter, improve, demolish or repair any structure, prior to its issuance, I requires e applicant for such permit to file a signed statement that he 1s licensed pursuant to the provisions of the Contractor's License lawjChapter 9, commending with Section 7000 of Division 3 of the B_usiness and Professions Code) or that he 1s exempt therefrom, and the basis for the alleged exemption. Any violation of Section 031.5 by any applicant for a permit subJects the applicant to a civil penalty of not more than five hundred dollars {$500)). WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D 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. ~ I ha,e and WIii maintain work&m,ensation, as ct" by Sect;on 3700 o/ the Laboe Code, foe !he portonnance of !he wo, /oe wh;oh fh;s oeem;t ;5 ;ssoed. My wo,era' oomponsatioc ;nsocan e oaniec and pol;cy number are: Insurance Co. k,o.... A Policy No. / .ft27'i 7/(:, Expiration Date I /'] This section need not be completed if the permit is for one hundred doc ($100) or less. O D Certificate of Exemption: I certify that in the performance of the work for whk:h this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provi or In Section 3706 of the Labor code, Interest and attorney's fees . .85 CONTRACTOR SIGNATURE ?, -0AGENT I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason· D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's 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. 0Yes 0No 2. I (have I have not) signed an application for a building pennit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I 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 I 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 I address I phone I type of work): .85 PROPERTY OWNER SIGNATURE 0AGENT DATE -c~--., ,C C COMPLETE THIS SECTION FOR NON•RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future buildi.ng occupant requi.red to subm. it a businesslla ac. utely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes No Is the applicant or future building occupant required to obtain a permit fro the air pollution control district or air quality management district? D Yes }(No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes \fNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED uN'LEss THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and stite that the above infmmation is correct and that the information on the plans is accurate. 1 agree to comply with all Chy ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the aOOve mentioned property for inspection purp:,ses. I ALSO AGREE TO SA.VE, INDEMNIFY .AND KEEP HARMLESS THE CrrY OF CARLS MD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CrTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA: /VJ OSHA permn is required for excavations over 5'0' deep and demolitkin orcoostruction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Ofoc:ial under the proviskins of this Code shall expire by limitation and become null and voi::l W the building oroork authorized by such permit is not commenced Wthin 180 days rrom the date of sudl permit or if the building orv.ork authorized by sudl p:3rmit is suspended or abandoned at any time after the oork is commenced for a pericx:l of 180 days (Section 106.4.4 Uniform Building Code). ,@S'APPLICANT'SSIGNATURE 9~h DATE ___ f/j,,:, /.1-----·---------~ • . STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE . Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov 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 OPllONS D PICK UP: o CONTACT (Listed above) o OCCUPANT {Listed above) o CONTRACTOR (On Pg. 1) o ASSOCIATED CB#------------D MAIL TO: o CONTACT (Listed above) o OCCUPANT (Usted above) o CONTRACTOR (On Pg. 1) o NO CHANGE IN USE/ NO CONSTRUCTION D MAIL/ FAX TO OTHER:-----------------o CHANGE OF USE/ NO CONSTRUCTION A$ APPLICANT'S SIGNATURE DATE ' ' , : .· ,, PERMIT INSrECTION HISTORY REPORT (CBC2017-0033) Permit Type: BLDG-Commercial Application Date: 0112012017 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement Issue Date: 09/12/2017 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 12/03/2018 Address: 2192 Palomar Airport Rd, Cs Carlsbad, CA 92011-4409 IVR Number; 1534 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/06/2018 06/06/2018 BLDG-34 Rough 060127-2018 Passed Andy Krogh Complete Electrlcal BLDG-Ftnal 060128-2018 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Structural Final Pending letter from engineer for frp Yes connections BLDG-Electrical Final Yes June 06, 2018 Page 1 of 1 EsGil Corporation In <Partners nip witft government for <BuiUing Safety DATE: 1/31/17 JURISDICTION: Carlsbad PLAN CHECK NO.: C2017-0033 PROJECT ADDRESS: 2192 Palomar Airport Rd SET: I PROJECT NAME: Raise Parapet Screen and Replace Antennae D APPLICANT \.0""JU RI S. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. cg] 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: cg] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. --· ~ Person contacted~ ~ Telephone#: Date contacted: : O ) Email: Mail Telephone Fax In Person REMARKS: The code information cloli'q~i~ re~ on the cover sheet of the plans from EsGil must be made to the city set ~~t of approved plans. By: Chuck Mendenhall EsGil Corporation 0 GA O EJ O MB O PC Enclosures: 1/23/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad C2017-0033 t)31i17 [DO NOT PAY -THIS IS NOT AN INVOICE} VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: C2017-0033 PREPARED BY: Chuck Mendenhall DATE: 1/31/17 BUILDING ADDRESS: 2192 Palomar Airport Rd BUILDING OCCUPANCY: B BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Screen & Antenn. NA Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #NIA -------------- Bid . Permit Fee b Ordinance ... g __ Y_______ __3 Plan Check Fee by Ordinan_ce _ _..'.!.] Type of Review: D Complete Review D Structural Only D Repetitive Fee --;] Repeats D Other 0 Hourly EsGil Fee f--___ 1_.--151 Hrs.@• $129.00! " Based on hourly rate Comments: N/A In addition to the above fee, an additional fee of$ is due ( hour@ $ /hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + 'RELIANT LAN~ SERVICES Structural Calculation Project: Project no.: VERIZON YARROW MTX54 / B5C22 Address: Date: 2192 Palomar Airport Road Carlsbad, CA92008 05/27/2016 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. CBC2017 -0033 2192 PALOMAR AIRPORT RD VERIZON: REMOVE AND REPLACE 3 EXISTING ANTENNAS// INCREASE SCREENING WALL BY 2' #CS 1745 W. Orangewood Ave., Suite 103, Orange, CA 92868 Tel: (71, 2130201800 1/20/2017 CBC2017-0033 Description of the project: 1. Design of antenna mounting on antenna rack. Direct remove and replacement 2. Design of 2' -0" FRP screening extension Design Codes: 2013 California Building Code with local amendment. Design Criteria: Seismic: Wind: Category II, Site D, Ss= 1.069, Sl= 0.413 Exposure C, 110 mph. Partial (E) site as-built plans prepared by DUNN SAVOIE, INC. no. 10100.44, 12/02/2010 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. 1/7 5/27/2016 Design Maps Summary Report lllJSGS Design Maps Summary Report User-Specified Input Report Title VzW-Yarrow Fri May 27, 2016 20:03:22 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12447°N, 117 .27665°W Site Soil Classification Site Class D -"Stiff Soil" I/II/III USGS-Pr ovided Output S5 = 1.069 g S1 = 0.413 g SMS = 1.146 g SM1 = 0.655 g S 05 = 0.764 g S01 = 0.437 g For information on how the SS and Sl 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. '; "' VI MCER Resp on se Spectrum 1.20 1.09 a.,, 0.94 0.72 o.,o 0.48 0.3& 0.24 0.12 0. 00 +---l--+--+----,1-----+--+--+---+--+--i o.oo a.20 0.40 o.,o o.eo 1.00 1.20 1.40 1.,0 1.eo 2.00 Period, T ( sec) '; "' VI Design Response Spectrum o.se 0.110 0.72 0.64 o.s, 0.49 0.40 0.32 0.24 0.11; 0.08 0.00 +----,1-----+--+--t-----+--+--+---+--+----i o.oo 0.20 o.40 o.,o o.eo 1.00 1.20 1.,0 1.,0 1.80 2.00 Period, T ( sec) For PGAMI Tu CR5, and CR1 values, please view the detailed report. 2/7 http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=33.12446900757162&longitude=-117.27664973602595&siteclass= ... 1/2 Seismic Calculation for Non-Building Element Site Coordinates= 33.12447'N, 117.27665W Soil Site Class = D Risk Category = II From Spectrum Data: SMs = 1.146 g SM1 = 0.655 g Sos = 2/3 SMs = So, = 2/3 SM1 = 0.764 0.437 g g Seismic Design Category= D Seismic Design Force : Therefore Seismic Load Effects E : Seismic Lateral Coefficient = ASD design coefficient = p = 1.0 RP= 2.5 a = p 1.0 I = p 1.0 z/h = 1.0 WP= 70 lbs Antenna weight F, = [0.4 a, S0s WP I (R,/lp)] x (1+2(z/h)) = 25.67 lbs Fp,MAX= 1.6 Sos I, W, = 85.57 lbs FP = 25.67 lbs E = pF, ± 0.2 Sos D 0.37 0.26 = 25.67 lbs (Lateral) F,.MiN= 0.3 Sos Ip W, = 16.04 lbs ± 10.70 lbs (Vertical) 3/7 Antenna Wind Loads for anchroage design Basic Wind Speed = 110 mph Exposure= C Category = II Mean Roof Height (h) = 26 ft Non-building Structure : Antenna Mounting W= H= 1.0 2.0 ft ft Apply "Design Wind Loads on Other Structures" Fw;od = q h ( G C 1) A 1 q, = velocity pressure evaluated at height z of the centroid og area of A, = 0.00256 K, K,i Ka V2 (lb/ft2) K = ' 1.00 K,i = (1 + K1 K, K3)2 = 1.0 Ka= 0.85 V= 110 mph qz = 26.3 psi G= 0.85 c,= 1.3 GC1 = 1.105 f wind= 29.1 psi ASD factor = 1.6 per 5.5.15.1 Base increase factor= 1.9 for screen ONLY Screen to building width 0.0 for equipment no reduction With reduction factor= 1.9 · [(1.9-1.0) x OJ= 1.9 Final Fw (LRFD) = 55.2 psi Final Fw (ASD) = 34.5 psi 417 STEEL PIPE MOUNT -Panel Antenna+Radio Remote Head Manufacturer Wind Rating" 120 mph LATERAL FORCES GENERATION AND DISTRIBUTION: WIND: Pnet " qs Kz Cnet [I Kzt] EXPOSURE: IC ~ RISK CATEGORY: I II ~ H qs Kz Cnet I Kzt 0 15 18.8 0.85 1.90 1.00 1.00 20 18.8 0.90 1.90 1.00 1.00 25 18.8 0.94 1.90 1.00 1.00 30 18.8 0.98 1.90 1.00 1.00 40 18.8 1.04 1.90 1.00 1.00 50 18.8 1.09 1.90 1.00 1.00 60 18.8 1.13 1.90 1.00 1.00 80 18.8 1.21 1.90 1.00 1.00 100 18.8 1.26 1.90 1.00 1.00 120 18.8 1.31 1.90 1.00 1.00 H: Antenna Elevation = 26.00 ft T (lbs) Antenna Length " 6 ft Antenna Width " 1 ft d (in) d: Anchor Distance = 1 ft w: Antenna Weight= 77 lbs (Antenna+RRU) b: Eccentricity = 0.5 ft p: Wind Force = 35.01 psf Governs seismic coefficient " 0.37 Seismic lateral " 4.75 psf Maxmum Reaction : Shear" 38.5 lbs Tension" 143.5 lbs Anchor on existing antenna pipe mount Antenna to be anchored on 2" steel pipe mount. Assuning clear span= 8'-0" M " 230# x 8' x12 I 4 = 5,520 lb-in Capacity of 2" pipe = 0.6 x 35,000 psi x 0.73 in3 = 15,330 lbs-in Anchor on Steel Machine Bolt: (2)-1/2" <I> Machine BolU U Bolt. T&B Vallow = 900 x 2 = Tallow= 900 x2 = PAGE: DATE: JOB No: SPEED:! no [i] mph Pnet 30.36 32.15 33.58 35.01 37.15 38.93 40.36 43.22 45.01 46.79 R (lbs) 1800 1800 b (in) w (lbs) lbs OK lbs OK p (psf) ~n • [EE) 617 (E) ROOF FRAM'G \&)"Fl<-f' "fx<J TJts11J q M1AL 8/\..C~ "'" 3+S-fSf " c1 ><10 1 = 2, l/,1~-"1f. 'J{\I;'? . :Jf- l i::) f (2,!9 4>''-r -_,u~M u,L· CAfA""IT\ = 0.b "/~~ -11,1/01)# 0 f:::: =· 717 Section 9 Compression Members (Columns) STRONOWELL COLUMN 4 X 1/4 X X y SQUARE TUBE -$- Allowable Axial Stresses and Loads bit= 16.0 EFFECTIVE COLUMN LENGTH (ft.) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 Ki r 3.9 7.8 11.8 15.7 19.6 23.5 27.5 31.4 35.3 39.2 43.1 47.1 51.0 54.9 r= 1.53 in. Y A= 3.74 in2 EXTREN® 500/525 E = 2.6 x 1 O' psi F,(psi) P,(lbs) 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 5131 19190 EXTREN®625 E=2.8x106 psi F,(psi) P,(lbs) 5526 20667 5526 20667 5526 20667 5526 20667 5526 20667 5526 20667 5526 5526 5526 5526 5526 5526 5526 5526 20667 20667 20667 20667 20667 20667 20667 20667 SHORT J' V •V\ "i "i ['t "i ................ '( \ '( V \VI'( ' ' ' I v\l V'lf{ ' I' ' ~V'-V 'I ' ' -,--, ' ' ,' ' ~ 20667 8.0 62.7 5131 19190 5526 ' }. }. }. }._ }. I }._ }._ \ ). t= .& .n. \ \ \ • \ \C .\I-A.:\ \ \ \ }. t'nlll.l.,,\ l.._ 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5 15.0 llil 16.5 17.0 iZ:~'}~'f~\~~'.;0 1 8:tr,~;~ ~>£ 18.5 19.0 19.5 20.0 Copyright© 2007 Strongwell Corporation All Rights Reserved 66.7 70.6 74.5 78.4 82.4 86.3 90.2 94.1 98.0 102.0 105.9 109.8 113.7 117.6 121.6 125.5 129.4 133.3 137.3 141.2 145.1 149.0 152.9 156.9 ' ' 4791 4450 4149 3883 3646 3428 3236 3063 2905 2758 2627 2506 2395 2292 2195 2106 2024 1948 1874 1807 1744 1685 1630 1576 9-63 '' 17918 16643 15519 14523 13613 12819 12103 11455 0866 0315 9824 S373 957 573 ! >08 7 78 7 71 7 ,4 70 0 67 9 65 4 63( 3 609 589 . . 5159 4792 4469 4181 3920 3691 3485 3298 3129 2970 2829 2699 2579 2469 2364 2268 2180 2097 2018 1946 1878 1815 1755 1697 FRP POST 19295 LONG 17922 16712 15640 14660 13805 13034 12336 11702 11108 10580 10094 9646 9232 8840 8484 8153 7844 7549 7279 7025 6787 6563 6346 '-WIND LOAD REACTION = 577 lbs DL+WIND = 817 lbs OK 8 D C A 8 f--VARIES PER PANEL--j I 24" o.c. MAX I . ,.:, ELEVATION VIEW (REAR) ELEVATION VIEW (FRONT) 6 4"x 1/4" FRP ANGLE, TYP. 5 5 ~ I r2t .. f--i-- RECORD COPY l [2·-0·] j 4' 6x6xl/4" x 4" L FRP ANGLE CLIP CONTINUOUS RETURSI !; TYi' (2) 01/2" FRP BOLTS ,-----.- (E) KICKER PER CONN. 4 x 1 /4" FRP ANGLE 10'-0" MAX AND FOOT MOUNT ELEVATION VIEW (SIDE) 3 CUT EXISTING PANEL FLUSH W/ TOP OF EXISTING TUBE [EJ GUSSET PLATE TO REMAIN (EJ SCREEN PANEL 2 ~·®~ ~~~.~~.~~ ~Thll C•II liitt• Ola,JIH~• G11y~ • H,Jo,.,.,,.,·.a.-.n." 1343.SEsl~!leSI. COl'ono. Co. 92879 P: ;951) 1).l;.7111 F: lq5!) 7l,l;,4ll I Cusrome,· STC NETCOM Carie-r/sae, VERIZON P1<>;e,cl Nome: YARROW Mal""' FISEISCIEEN"' f°ri.h: SMOOJH & f'AINTED 0112,118 OBCill"OON Stomp: Sheet title I Descriplon DETAILS Scale· 1:M ~et 1 • Of • Drawn&,,: lfl Dra.,m Dote· 01/24/11 D C Tolerance: A Froc'ionl.!t/•" ~i.!t• Lol!Sove-d: Monday,~ 1', 201111:00:0I AM PtlOP~AiY AND COOFIDENTIAL. ntE INFOffMAl'ION COHTA#IIEO .._ lklS O~"'MNG IS THE SOlE PiOPEiTY Of />EA SOOY ENGNEED.G.ANY REPROOOCOON IN l'AIH 0 ~ AS A WHOlE WITH(Xil THE WilnEN PERMISSION Of PEA&OOT ENGINE£~ IS P~IWE). 1 ,.,,~,,,.,, .. ·, .o•. "'·' f. ~·" ·,,. 'r, ·~ f' ··,, .~'.r•. • .•,,:. !:°> •. u.> , . ., •• -V.:.:. ,,,. • ., ~· Dt.•.t..., . .., ~•'t:'• .... _ ... ,.;. ~ ,;..:,1 .. ,' ... • •.-;,u: ,,·~c D C A RECORD COPY City of Carlsbad 8 5 Site Name: YARROW BUILDING DIVISION Customer: STC NETCOM Site Address: 2192 PALOMAR AIRPORT ROAD CARLSBAD, CA 92008 Site Type: FIBERSCREEN™ EXTENSION GENERAi NOTES· I Structural Design is based on the 2016 Edition of the California Building Code and ASCE 7-10 The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail 1s shown. the construction sha!I be sho'Wl1 for other similar work and as required by the building code 4. These calculations are limited to the structural members shown in these calculations only. The connection of the members shown m these cakulations to the existing structure shall be by others 5 6 7 8. The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawmgs by the architect or structural engmeer shall not be construed as acceptmg this respons,blity All structural members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adJoining members Any modifications to Peabody Engmeering's products must be made with the express written consent of an authorized Peabody Engineering representauve and in accordance to Peabody Engineering's guidelmes. Unauthorized modifications wiH result in the warranty of our products being void ANY PAINT USED ON OUR PRODUCTS MUST BE OF A NON-METALLIC, 100-1• ACRYLIC, WATER BASED PAINT. FIBERGLASS RFINfORCEP PLASTIC fFRP)· I All structural shapes shall be Strongwell series 500 or 525 or equivalent, unless noted otherwise in plans. produced using 4 5. the pultrusion process All cut edges and holes shall be sealed with a resin compatible w,th the resin matrix used in the structural shape The fabricator and contractor shall exercise precautions necessary to protect the fiberglass pultruded structural shapes from abuse to prevent breakage, nicks, gouges, etc. during fabrication, handling and installation Structural shapes shall be fabricated and assembled as indicated on the design drawings. FRP STUDS AND NUTS SHALL BE TIGHTENED TO SNUG TIGHT AND TURNED AN ADDITIONAL 112 TURN AND LOCKED WITH EPOXY. STRIJCIIJRA.I STEEL· 1 All structural steel angles and plates shall be per ASTM A36 2. All structural steel tubes shall be per ASTh:I A500 grade B. 4 All anchor bolts shall be per ASTM A307, u.n.o. Steel to steel connection bolts shall be per ASTM A325N, u.n.o. Al! welding shall be performed with E70XX low hydrogen electrodes in an approved fabrication shop 2" min 3 L!!\'ers of fiberglass overlay to all adJacent edges ofF,berScreen™ panel 8 FRP Angle (FRP Tube & Channel SnnilarJ FiberScreen™ Panel i" thk ~~::==t~I:= ,,. "'" Typical FRP-FRP Connttlion (Settion View, N.T.S.) Project Team· Mark Peabody Chief Executive Officer M:trt P@4Peabod)•.com Cameron Malchow Telecom Project Manager Cameron_M,q4Peabod) .com Karen Pittman Telecom Department Manager Karen.P:~NPeabodJ' .com Richard Ruiz CAD Design & Applications Engineer Rachaitl.R'q4Peabodi· .com Signature Page The following pages contain important information about the proJect Peabody Engineering will fabricate Peabody Engineering produces custom-m11de products and our fabrication details may vary from traditional methods and the drawings that were onginally provided to us for this project Please carefully review the details on the following pages and confirm they are what you require. We strongly suggest, you field verify all of the dimensions and details on these drawings as presented. Confirm that a!l relevant details are accurately presented. These drawings supersede any and all previous drawings. By sigmng below, I take full responsibility that all the dimensions and details provided on each page has been confirmed as presented herein. There are NO EXCEPTIONS taken. I certify that this set of drawings can be used to fabricate the project. If changes are required, check the box below, mark the changes required on each page and return for review D Redlines -Please revise per red lines as noted and return for review Printed Name Company & Title Design Notes: PRIMERS.A. (ALL) -442 SQ. FT. PAINTED S.A. (VIEWABLE) -279 SQ. FT. APPROXIMATE WEIGHT: 1,047 LBS TEXTURE: SMOOTH W/CORRUGATED FEATURE FINISH: PAINT 4 Date Signature 2 ~~~~~~x. Ko-....... ~ 13435Est,;-lleS1 Corcino. Co. 92879 Pci951)/3.P111 f:IOSl)l34''1t Cu,tome, STC NETCOM Cc,flo, I s,te I VERIZON Pcoiec< Nome YARROW SMOOTH & PAINTED stomp Sheet l",tle I De,cnot,M TITLE SHEET sr,,,~, • 1 Of 4 Orcwn ,,-UR ''"'"'~ Dct~, 01/24/11 Tok,rac,co Frcc1;or,;± I/<" Angle,, l' !c,tSa,~d Mondooy.--.-1t,2Cllll-OI AM PROeRETAeY ANO CONFfDENTIAt -fHE INFORMATION CONTAINED IN IH~ DRAWING IS THE SOLE PROPERTY OF PEAaDOY ENG..,EER..,G. ANY 0c••oouCTION IN PART OR Al A WHOLE WJTHOUl THE WRITTEN PERMISSION Of PEAaQOY ENGINEE.,NG IS PWHl!llTED D C A D C A 8 [40·-i'] 480-fr"" 6 [2·-0'] f ,.. '"·'" [10'-at-J l28f [20·-t-] RECORD COPY SCOPE OF WORK: • (l)UNITSTOTAL • STRAIGHT PANELS: (9) PIECES • CURVED PANELS: (10) PIECES • TEXTURE: SMOOTH W/ PAINT (TBD) • FRP BOLTS ARE SHIPPED LOOSE FOR INSTALLATION (BY OTHERS) @ia ~~~.~~_qx '-~Th& c1t1 Vrt• oo nuu,• e ,ya - H..!b.Ma'!l.'n."' 13435 Estelle St. Corona. Co. 92879 Customer: STC NETCOM Corlle1/Sr!e I VERIZON Pfojecf N-om.· YARROW Moi.:not FIJE.SCIEEN"" """' SMOOTH~ PAINTED Ji!ev: 0 01/24118 fNITlAl ffiEASE-Ji!Flc R'EV. DAff OfSCli'tf'TlON Stomp: SCOPE OF WORK ScoA&: 1:.C hett 2 OF 4 Drawn av 11:fl Orown Ootfl: Ol/U/19 D C 240f Toterance: A JSOMETRJC VJEW (SCOPE OF WORK) Froclion,11/,4· ~1.11• Lo1ISoved: Monday,~ It, 201111:00:01 AM PROPlclETAJi!Y AND CONflC>ENTIAl • THf INFORMAOC>N CONT ... INEO N THIS Oll"AWING ts ™E SOlE Pl?Of>BtlY Of PfAIIDDY ENGNEEJi!t,1G, ANY RfPlcODOCJlON IN PAAT Oil AS A WHOI.E WffHOUT fHE w~EN PEJl,..ISSION Of PEABODY ENOINEE0NG IS Pl?OHl&ITED. 8 7 5 4 3 2 I rlt: ., ·,.~~~-, \:{_' . Pl.. ... "<._'~ ...... ·.·,,,.,... ·:. ·.;,; ,\.':,' "• :. ..... ',f,' I(,.~ •;_ .1,1,: 4lti,t-,', 4"-=0A"~'i.C-~,., <J..-;;>";'.•F": -.-·-·: ;,... -;. ...... , .... , ,, t<t'c •• ~. f: M_i.,,:~ '·; · ,_. '°'f5"''.'; :.,.,,:.,,_, "··"./Ai:,• •. "'~· uP"L'.>.r,; .v,:'4-F.-.[IP,;_",:ON .... f .. "!· [l$ 5~A,, ii~ "fCto'.',•:.•'fi:' ;,'?0.•: .t.:..:.:\_-, .• -... .;:,-· '(. "-"i. ;,oti; .. ~ '("''.:· .~ ... ~,A,•,-:••'·"-,-,-t• 'vAi :.-~-, ''" -~, ,y., '-···-,, .~11.-.:";~,: • ,:i.::,,£;,.';. .... _..:..r 1... :.1;,.:,1. '':'[' 8 5 D I I I 62f' t I C I 96' + 4AI I [29-,}] 35()-±-" i I 91_," i I-' I 4A--J I 96' I j j A -[11+] ~ 132±· PLAN VIEW 8 RECORD COPY 4 J______ 4 ,_l "4 .-- 1"11 631 1 ~ [106+] 126t" [vtj~ 2401" 4 [, -IG] :22" [2-3] 27" [4-3] 51' I. -[1·-lj'J c;oJ·· 2 f! !".~~-~-a~ ...... ~TI'II r,,ll 1i>tA D"II'""" 11,yo· ... -... ""··" 1343.SEstelleSI Corona Co 92879 P (951)73477:I F-10511734_<'11 STC NETCOM Corrie,/We I VERIZON Material FIIEISCIEEN™ F,nhh SMOOTH I. PAINTED Dl/'.14/16 INITIAL RELEA,E-RFR ~EV DATE \larnp '""•1 Tt!lo I De,cript,oo PLAN VIEW Seale l,&4 Sheet I 3 OF 4 D,awn !y RFR Drcr,m Da•e. 01/U/18 D C Tolerae>ce A F<acllom: 1/<" Angle!± 1• La!! Saved -y,-,,_.,1,.2DlS 11,0C,DI AM PPOeRFAPY AND CDNFIDENllA, -"HE INFOrMA T)ON CONTAINED t< THIS O~AWING ~ THE SOLE PRO'EPTY OF FEAOODY ENGINEEOING. ANY Ria'<ODUCTION IN PART U AS A WHOLE WITHOUT TeEWRITTEN pERMIS510N OF PEABODY E'<GINEE.,NG ~ PRDHl51lED