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HomeMy WebLinkAbout2180 RUTHERFORD RD; ; CB154283; Permit·, City of Carlsbad 04-15-2016 1635 Faraday Av Carlsbad, CA 92008 Commercial/hidustrial Permit Permit No: CB154283 Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: Tl Sub Type: INDUST Status: ISSUED Applied: 12/07/2015 Entered By: SLE Parcel No: 2120702500 Lot#: 0 Valuation: $24,000.00 Construction Type: NEW Occupancy Group: Reference# Plan Approved: 04/15/2016 Issued: 04/15/2016 Inspect Area Project Title: CALLAWAY: REPLACE 6 VERIZON PANEL ANTENNAS Applicant: VERiZON C/O JRA -RANDY WILLIAMS STE 100 131 INNOVATION DR IRVINE CA 92617-3072 858-442-3397 Building Permit Add'! Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Wafer Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $238.77 $0.00 $167.14 $0.00 $0.00 $6.72 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 Total Fees: $413.63 Total Payments To Date: Plan Check #: Owner: CALLAWAY GOLF CO 2180 RUTHERFORD RD CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $413.63 13alance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $413.63 $0.00 _ Inspector: FINAL APPROVAL Date: . J~ ;:· IP Clearance: ------ I\OllCE: Rease ta<e I\OllCE thct <WM r:i ,o..r ptject irdu:les the "lrrpcsiticri' r:i fees, ooicaia,s, reservctia,s, ex-cthli' exa::tia,s hereafter cdledively refared to as "fees'exa::tia,s." Yoo~ 00 daysm:mthedate tlis pemit v.as issued to pretest itrµ)Siticn r:itresefees'exa::tia,s. If ,w pretest them ,w rrust fdlo.vthe µo:est fX'CXlrl.res set fath ih C:oJerrmrt Om Secticn am:J(a), a-Kl file the pretest a-Kl ITT/ ctrer ra:J.iroo irtooraicn Vlith the Qty tv'm:gerfcr ~rg in a:xxrcm:ewthCalstm Mrid~ e.cm Secticn 3.32.030. Falu-etotirrelyfdlo.vthct p-ocscirewll ta-ITTJSU~ lega ooicnto atta:k, rEMew, set aside, vcid, a-an..i tf-eir irrµsticn. Yoo ae ~ FLRTI-ERI\OllFIEDthat }Or ngt to prctestthesi:a:;ifiedfees'exa::tia,s OCES I\Uf PPA..Ytov.aer a-Kl re-Nar arrmcn fees and capooty ch:rg:s, ncr plmrg,.zairg, gairg er ctrer sirrilcr ~icaicn p-cressirg a-service fees in arrmcn wth tlis ptject. I'm OCES IT PPR.. Y to ITT/ fees'exa::ti r:iwich ha'.A:l ·a.is1 been ·ven a I\OTl sinila-to tlis a-as to wich the sta:ute ct linitaticns has ·oos1 dherwse "red. ' THI: FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILDING 0FIRE 0HEALTH 0HAZMAT/APCD CCityof Carlsbad Buildln9 Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Est. Value 2 L\ 'O')\) Plan Ck. Deposit Date IZ-7-SWPPP JOB ADDRESS SUITU/SPACEf/UNITf APN Z,.1"'2,.. -070 -1.-'? CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS #BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE \)e(l.\U>N VrB DESCRIPTION OF WORK: Include Square FHt al AIJacted Area(s) ?.trfaa (t,) fifk-e-1 aH-k-Hnlt-5., atld (3) ~ye'*'f' > I P..tl.~ U) J2.fUI> /,ti,( i+..s I a,d.J ( 7,) (UU( (,-A 2-IA"' rtl • OCC.GROUP 11/~ EXISTING USE , PROPOSED USE PATIOS (SF) DECKS(SF) FIREPLACE YESO AIR CONDITIONING FIRE SPRINKLERS +cl.tc~ J........,u,..,.,... ~~ Y),\.\M'I; No[!::] YESONoB YESONo APPLICANT NAME , I Primary Contact V efU 2-oN PROPERTY OWNER NAME °'u.,4\N' lr"f ADDRESS IV\vtov"-*'n---. CITY DESIGN PROFESSIONAL j AA ADDRESS \ Dr STATE <:A.r FAX ZIP tf'U., 11 ro..ndoJw CITY STATE ZIP '1~11 FAX 't'tq 1lto 1'1 , I EMAIL STATELIC.# (.,,. Ol.06 1 \,:, STATE CA- FAX CLASS C./0 (Sec. 7031.5 Business and Professions COde: Any Ci!-Y 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 tliat 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 exem~ 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: I hereby affirm under penalty of peljury one of the following declarations: I hav wlll maintain a certificate of consent to self-in111re for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this pennitis issued. I have and will maintain w9rkers' compenution, as reQuired by Section 3700 of the Labor Code, for the perfonnance of the work for which this pennit is issued. My workers' compensation i urance rrier and licy number are: Insurance Co.(! '/P~Es:r . t,U.[:. . <? t> Policy No. 8 Vc,u "" 3 s:z> c/ Expiration Date I I This section need not be compleled if the pennit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the perfonnance of.the work for · this pennit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure wolke11' compen1111U-ffilr1Af l1 un I, and shall s bject an employer to criminal penalties and civil fines up to one hund thous d dollars (&100,000), In addition to the cost of compensation, damages 37 o e Lab· co terestand attorney's fees. / ,1$ CONTRACTOR SIGNATURE 1111111 ~ l:3AGENT I hereby affirm that I am exempt from Contractor's Ucense Law 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). D I, as owner of the property, am exdusively 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). D 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. Oves Oo 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (finn).to provide the proposed construction (include name address I phone I contractors' license number): 4.1 plan to provide portions of the work, but I have hired the follov.ing 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 Qnclude name I address I phone I type of work): ,1$ PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a b_usiness pjan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous SubslanceAccountAi;t? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control !fi~\ricl or a\r guality management district? Yes 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 OFTHE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the above lnfunnatlon Is conectand that the infurmatlon on the plans Is accurate. I agree to t:0mplywlth all City ordinances and State laws relating to building t:0nsbuclion. I hereby au1horize representative of the City of Carlsbad lo enler upon the above mentioned property for ilspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS "THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF1HE GRANTING OF "THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construc1ion of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under1he provisions of this Code ~I expire by imitation and become nuN and void if the building or work au1horized by such permit is not commenced within 180 days from Iha date of such permltorif1he building orworkauthorized by such permit is suspended or abandoned at anytime aftertheworkis commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). ,@$° APPLICANT'S SIGNATURE /1)))~ · · • · DATE / / r~O / IS .. • STOP: THI$ SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. y ~, j,, I I J •-"' ,,-( f .,:i i Pro1cct5 0 n 1 y I Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Garlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. :1) A5SOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT {Listed above) CONTRACTOR (On Pg. :1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION -. -~ ..,t:S' APPLICANT'S SIGNATURE DATE Inspection Lis-t Permit#: CB154283 Date Inspection Item 07/08/2016 19 Final Structural 07/08/2016 19 Final Structural Type: Tl INDUST Inspector Act RI PB AP CALLAWAY: REPLACE 6 VERIZON PANEL ANTENNAS Comments NRR EsGil Corporation In (J!artnersnip witn qo-vernment for (BuiCaing Safety DATE: 12/15/2015 JURI.SDICTION: City of Carlsbad PLAN CHECK NO.: 15-4283 .PROJECT ADDRESS: 2180 Rutherford Rd. SET:I PROJECT NAME: Verizon Wireless Callaway (PCS) Q APPLICANT rzf JURIS. Q PLAN REVIEWER D FILE ~· The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. 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 reQheck. 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: [ZI 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: (by: ) Email: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil ·Corporation D GA D EJ D MB D PC 12/8 9320 Chesapeake Dr-ive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 15-4283 12/15/2015 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 15-4283 DATE: 12/15/2015 BUILDING ADDRESS: 2180 Ruth~rford Rd. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier cell site revisions - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance . ..., , Plan Check Fee by Qrdinance ..-j Type of Review: 0 Complete Review Reg. VALUE Mod. per city 0 Structural Only D Repetitive fee 3 Repeats D Other D Hourly EsGil Fee I --IHr.@• Comments: ($) 24,000 24,000 $238.771 $155.201 $133.71 I Sheet 1 of 1 macvalue.doc + PLANNING DIVISION - BUILDING .PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue {760) 602-4610 www,carlsbadca,2ov DATE: 12/08/15 PROJECT NAME: Callaway Verizon PROJECT ID: MCUP 07-11x1 PLAN CHECK NO: CB 15-4283 SET#: ADDRESS: 2180 Rutherford Rd APN: 212-070-25 ~ 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 D Yes rgJ No 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. D This plan check revi.ew 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: Randy Williams For questions or clarifications on the attached checklist please contact the following reviewer as marked: D D ~. PLANNING ENGINEERING' FIRE .PREVENTION 760-602-4610 760-602-2750 7€50-602-4665 Chris Sexton D Chris Glassen D Greg Ryan 760-602-4.624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov ChristoQher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz D ValRay Marshall D Cindy Wong 760-602-4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gQv ValRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Chris Garcia D D 760-602-4622 Linda Ontiveros Dominic Fieri Chris.Garcia@carlsbadca.gQv 760-602-2773 760-602-4664 Unda.Ontiveros@carlsbadca.g_ov Dominic.Fieri@carlsbadca.gov Remarks: Replacing ~xisting, approved antennas and minor modification to screening. Consistent with MCUP 07-11x1. ' ' . RECEIVED DEC O 7 2015 C\TY OF CARLSBAD BUILDING DIVISION . CALLAWAY (PCS)i· 1 2180 RUTHERFORD ROAD ~ -c) 00\542~3 .··.n:. ' . Description of the project: Existing site is located on the rooftop, behind FRP screens of an existing 42-foot tall, commercial complex. 1. Design panel antenna mounts to resist gravity and lateral loads. It is proposed to remove and replace (2) new panel antennas each per sector, for a total of three sectors. The panel antenna will be installed on (e) antenna mounting frames. 2. Design Remote Radio Unit (RRU) mounts to resist gravity and lateral loads. It is proposed to install (2) new RRU's and (1) new A-2 module each per sector, for a total of three sectors. The RRU will be installed on (e) RRU mounting frames. 3. Installation of (3) total Surge suppression units. Design Codes: 2013 California Building Code with local amendments. Design Criteria: Seismic: Soil Site class: D, Wind: Occupancy Category: Category II Seismic Factors, Ss = 1.072, SMs = 1.148, Sos= 0.765 S1 = 0.414, SM1 = 0.656, S01 = 0.438 (USGS Design Map Summary Report attached) Fp = 0.37·Wp (Strength Design); Fp = 0.26-Wp (ASD) Wind Speed: 110 mph, Exposure C, Wind Load= 33.3 psf . , . ·1 k .~ ... " ' :, : < ' ' ' ' : ·-' ' . U.IJ) Telecommunication Equipment Weights and Size: Panel Antenna: SBNHH-1D65B Dimensions: 72.6" x 7.1" x 11.9" Height x Depth x Width [in] Weight w/o Mounting Hardware: 50.6 [lbs] Weight with Mounting Hardware: 70.0 [lbs] Max. Remote Radio Unit: (Ericsson RRU-12 with A2 Module) Dimensions: 25.4" x 5.7" x 17.5" Height x Depth x Width [in] Weight w/o A2 Module: 72 [lbs] Weight with A2 Module: 94 [lbs] Max. Raycap DC .Surge Protector: 33150PF-48 Dimensions: 29" x ll.7" x 16.4" Height x Depth x Width [in] Weight with Mounting Hardware: 32 [lbs] Max. CONCLUSION: Proposed te1ecommunication equipment cabinets, antennas, & appurtenances mounting design is adequate to resist the gravity and lateral loads, and comply with the 2013 California Building Code. 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 the 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>-------- (N) VZW AITTENNA TO REPLACE (E) VZW AITTENNA (2 PER SECTOR, TOTAL OF 6) (N) VZW RRUS-12+A2 UNITS (2 PER SECTOR, 6 TOTAL). (N) VZW RRUS+A2 UNITS MOUITTED TO (E) RRUS UNITS. (2 PER SECTOR, 6 TOTAL). (N) VZW RAYCAP SURGE SUPPRESSOR UNITS. (1 PER SECTOR, 3 TOTAL). (E) VZW ANTENNA, TYPICAL (E) VZW RRUS UNIT, TYPICAL. (E) METAL MECHANICAL SCREEN WITH (E) FRP PANELS IN FRONT OF ANTENNAS, TYPICAL. ~ -;o~ EXISTING ANTENNA PLAN ALPHA & BETA ~+-+--------< <--------< 7 EXISTING ANTENNA PLAN GAMMA EXISTING ANTENNA -LAYOUT PLAN 0 7 )--------¾ ANTENNA PLAN KEYNOTES (N) VZW ANTENNA TO REPLACE (E) VZW ANTENNA (2 PER SECTOR, TOTAL OF 6) (N) VZW RRUS-12+A2 UNITS (2 PER SECTOR, 6 TOTAL). (N) VZW RRUS+A2 UNITS MOUNTED TO (E) RRUS UNITS. ('2 PER SECTOR, 6 TOTAL). (N) VZW RAYCAP SURGE SUPPRESSOR UNITS. (1 PER SECTOR, 3 TOTAL). (E) VZW ANTENNA, TYPICAL (E) VZW RRUS UNIT, TYPICAL (E) METAL MECHANICAL SCREEN WITH (E) FRP PANELS IN FRONT OF ANTENNAS, TYPICAL. PROPOSED ANTENNA PLAN ALPHA & BETA _,.;-><·.: .. --~--. ~ ................... -----~ ______ _c,,; -'~~ ~ PROPOSED ANTENNA PLAN GAMMA . Design Maps Summary Report EUSGS Design Maps Summary Report User-Specified Input Report Title CALLA WAY Sat November 21, 2015 18:06:42 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.13141°N, 117.28152°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss =: 1.072 g S1 = 0.414 g SMs = . 1.148 g SM1 = 0.656 g Sos= 0~765 g So1 = 0.438 g Page 1 of2 For information on how the 55 and 51 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. ~ -II Ill MCEtt Response Spectrum 1.20 l.OB o:,r. 0.84- ·0.12 o.,o 0.49 0,36 0.24 0.12 0.00 +---+--+--t---+--t---ll---t---i----t--1 0.00 0.20 0.40 0.60 O,BO l.00 l.20 l.40 l.60 l.llO 2.00 Period, T (sec) 0,11!1 0.!10 0.72 ll.64 ·o.s,· DI D.4!1 -J! D.40 0.32 0.24 0.16 0.08 Design Response Spectrum IJ.00 4-----¼--+--1----4---+----,l---+--4-----¼--I 0.00 0.20 0.40 0.60 D.80 1.00 1.20 1.40 l.60 1.80 2.00 Period, T ( sec) For PGAM, TL, CRS, and c.1 values, please view the detailed report. http:/ /ehp2-earthquake. wr. usgs.gov/designmaps/us/summary.php?template=minimal&lati... 11/21/2015 Seismic Load Calculation (2013 CBC) Zip Code = 92008 Soil Site Class = D Risk Category = II From Spectrum Data: SMs = SMl = Seismic Design Force: 1.148 0.656 2.5 1.0 Sos= (2/3)*SMs = 501 = (2/3)*SM1 = Seismic Design Category = 1.0 1.0 p= 0.765 ·g 0.437 •g D 1.0 430 [lbs] (2) Antennas + (3) RRU's + (1 Surge Fp,Max = 1.6·Sos·lp·Wp = 526.5 Therefore, Seismic Load Effects, E: E = p·Fp ± O.2·Sos·D per Sector/ Array Fp = [O.4·ap·S05·Wp / (Rp/lp)] x (1+2·(z/h)) = 158.0 [lbs] Fp,Min = O.3·Sos·lp·Wp [lbs] = 98.7 [lbs] = 473.9 (Lateral) 473.9 [lbs] · [lbs] ± 65.8 (Vertical) [lbs] "7 Seismic Loading Governs Seismic Lateral Coefficient = 0.37 ASD Design Coefficient = 0.26 ' -· Wind Load Calculation Basic Wind Speed = Exposure Category= Risk Category = 110 C II (2013 CBC) [mph] Use simplified wind loading method for Components & Cladding ASCE 7-10 Section 30.5.2 & Fig. 30.5-1 H= 6.1 [ft] D= 0.6 [ft] W= 1.0 [ft] Eff. Wind Area = 7.2 [ft2] (H x D) Pnet30 = 24.S [psf] Mean Roof Height= 42 [ft] Adjustment factor, A= 1.36 Importance factor, lw = 1.0 Topographic factor, Kzt = 1.0 Pnet = A·Kzt'lw·Pnet30 =-33.3 [psf] (H X or Wind Force, W = 239 [lbs] (H x D) 12.0 [ft2] (H x W) 24.5 [psf] 33.3 [psf] (H xW) 400 [lbs] (H x W) -1 .. , ,. < ' ' ' :·-U Panel Antenna Mounting Design SBNHH-1D65B Panel Antenna H [ in] 72.6 D [ in] 7.1 T [ in] Wp (weight including mounting hardware)= 70 Seismic Load= 0.7·Wp + 0.2·S05·Wp = 539.7 [lbs] Wind Load= 33.32 [psf] [lbs] Seismic Load Governs Wind Load [lbs] = h= 30 400 [in] Tension for Clamp/U-bolt [lbs] = She~r for Clamp/U-bolt [lbs] = . d·= 535 35 Allowable Force of Mo~nting Clamp/U-bolt Bolt M12 x 110 Diameter= 0.47 [in] Torque= 30 [lb -ft] K (dr threads) = 0.45 Allowable force= Torque/ (K · bolt diameter) 1702.1 say 1700 6 [in] < 1700 Allowable < 1700 Allowable 11.9 0.765 [O.K.] [O.K.] Design Criteria Design Code: California Building Code, 2013 Edition Steel: Structural Pipe Tube Steel Bolts Panel Antennas Height Width Depth Weight L weight ASTM A36 for channels, angles, & misc ASTM A992 for wide flange beams ASTM A53 ASTM A500 ASTM A307 Antenna Data Antenna 1 RRU +A2 [in] 72.6 29 [in] 7.1 11.7 . [in] 11.9 16.4 [lbs] 50.6 72 [lbs] 70 94 Fy = 36 ksi Fy = 50 ksi Fy = 35 ksi Fv = 46 ksi Fy = 46 ksi Antenna Support Beam Analysis Beam length 8 [ft] Vertical Load: Antenna 1 2 3 4 Total Load [lbs] 70 258 194 164 686 Dist. From left end [ft] 0 2 6 8 Left Reaction [lbs] 70 226 35 0 331 Right Reaction [lbs] 0 32 159 164 355 Moment [ft·lbs] 0 287 184 0 471 Lateral Load: Antenna 1 2 3 4 Total Load [lbs] 238.5 271.9 268.5 238.5 1017 Dist. From left end [ft] 0 2 6 8 Left Reaction [lbs] 238.5 245.4 32.2 0 516 Right Reaction [lbs] 0 41.1 221.2 238.5 501 Moment [ft·lbs] 0 278 269.0 0 547 Beam Data: Total Force Summary: Beam type Unistrut PlO00 Maximum Shear 330 [lbs] Beam weight 1.89 [lb/ft] Vertical moment 5652 [in·lbs] Beam quantity 2 [-] Lateral moment 6564 [in·lbs] Area 0.555 [in2] Moment Allowable 5070 [in,lbs] Beam Forces: Moment Self weight 181 [in·lbs] Maximum Shear 165 [lbs] Vertical moment 2826 [in·lbs] Shear Allowable 7326 [lbs] [O.K.] Lateral moment 3282 [in·lbs] Moment Allowable 4889 [in·lbs] Moment Unity: 3007 + 3,282 = 0.64 < 1.0 [O.K.] 9778 9778 Product Specifications COMMSC~PE® Uniprise Solutions SBNHH-1D65B /'·;·_:' ·:·:-\ J " ' ' ' ~ew®Tri-bandAntenna, 1 x 698-896 M-lzand2 x 1710-2360 MHz, 65° horizontal beamwidth, internal REf i -~-, Interleaved dipole technology providing for attractive, low wind load mechanical package Electrical Specifications Frequency Band, MHz Gain by all Beam lilts, average, dBi Gain by all Beam lilts Tolerance, dB Gain by Beam lilt, average, dBi Beamwidth, Horizontal, degrees Beamwidth, Horizontal Tolerance, degrees Beamwidth, Vertical, degrees Beamwidth, Vertical Tolerance, degrees Beam lilt, degrees USLS,dB Front-to-Back Total Power at 180° ± 30°, dB CPR at Boresight, dB CPR at Sector, dB Isolation, dB Isolation, lntersystem, dB VSWR I Return Loss, dB PIM, 3rd Order, 2 x 20 W, dBc Input Power per Port, maximum, watts Polarization lm~arice Lightning Protection General Specifications 698-806 14.5 ±0.5 o o I 14.6 7 o I 14.6 14 ° I 14.2 68 ±2.2 12.1 ±0.8 0-14 16 25 22 13 25 30 1.5 I 14.o -150 350 ±45° 50ohm de Ground -----------·- 806-896 1710-1880 1850-1990 14.3 17.4 17.9 ±0.8 ±0.4 ±0.3 o O I 14.5 o o I 17.4 o O I 17.8 7 ° I 14.4 3 ° I 17.5 3 ° I 17.9 14 ° I 13.6 7 ° I 17.4 7°1 17.9 66 69 66 ±3.4 ±2 ±4.6 10.7 5.6 5.2 ±1 ±0.3 ±0.2 0-14 0-7 0-7 14 16 16 26 27 26 23 21 20 11 16 12 25 25 25 30 30 30 1.5114.0 1.5114.0 1.5114.0 -150 -150 -150 350 350 350 ±45° ±45° ±45° 50ohm 50ohm 50ohm de Ground de Ground de Ground ·----------------------------------·---...... , ..•... Antenna Brand Antenna Type Band Brand Operating Frequency Band Warranty Mechanical Specifications Andrew® DualPol® tri-band M.lltiband DualPol® I Teletilt® 1710-2360MHz I 698-896MHz Five.years 1920-2180 18.2 ±0.5 o O I 18.1 3 ° I 18.3 7 ° I 18.2 63 ±5.7 5.0 ±0.3 0-7 16 26 20 11 25 30 1.5114.0 -150 350 ±45° 50ohm de Ground ----------------·-------------------··-.. ·----··--· ----------·· Color Connector Interface Connector Location Connector Quantity Lightning Protection Radiator Material Radome Material Wind Loading, maximum Wind Speed, maximum Dimensions Depth Length Width Net Weight Light gray 7-16 DIN Female Bottom 6 de Ground Aluminum I Low loss circuit board Fiberglass, UV resistant 617.7 N@ 150 km/h 138.9 lbf@ 150 km/h 241.4 km/h I 150.0 mph 181.0mn'l I 7.1 in 1844.0 mm I 72.6 in 301.0 mm I 11.9 in 18.4 kg I 40.6 lb 2300-2360 18.3 ±0.3 o O I 18.2 3 ° I 18.4 7 ° I 18.4 58 ±4.3 4.5 ±0.2 0-7 15 26 22 4 25 30 1.5114.0 -150 300 ±45° 50ohm de Ground Web2PDF converted by Web2PDFConvert.com Remote Electrical Tilt (RET) lnfonnation Annual Failure Rate, maximum 0.01% Power Consumption, during motor movements, maximum 11.0 W Power Consumption, idle state, maximum Power Input Protocol RET Interface RET Interface, quantity RETSystem Packed Dimensions Depth Length Shipping Weight Width Regulato!Y Compliance/Certifications Pgency Classification 2.0W 10-30V 3GPP/AISG 2.0 M.!lti-RET RS-485 Female ( daisy chain port , 1) I RS-485 Male (input port, 1) 1 female I 1 male Teletilt® 299.0 mm I 11.8 in 1970.0 mm I 77.6 in 31.o kg I 68.3 lb 409.0 mm I 16.'1 in RoHS 2011/65/EU Compliant by Exemption China RoHS SJfT 11364-2006 ISO 9001 :2008 INCLUDED PRODUCTS Pbove Maximum Concentration \lalue (MCV) Designed, manufactured and/or distributed under this quality management system ii BSAMNT-1 , Wide Profile Antenna Downtilt l'vbunting Kit for 2.5-4.5 in (64115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. ©2013 CommScope, Inc. All rights reserved. All trademarks Identified by ® or ™ are reglsb,red trademarks, respectively, of CommScope. All speclficabons are subJect to change wlt/Jout notice. See www.cdmmscope.com for the most current Information. Revised: August 20, 2013 August 30, 2013 Web2PDF converted by Web2POFConvert.com . . P1000 & P1001 Channels UNISTRUT. P10.oo. aw Lo'AD1Ns PtOO1 • BEAM LOADING .. 24 f,690 o.~ 1;690 1;690 1,690 24 3;soo• 0.02 3,500' 2E 36 1,130 0.13 1.139 1,130 !)00 36 3;19~ 0.07 3,190 3,190 3,190 t;,S c,<r, 48 850 0.22 B.50 76Q 500 48 2,390 0.13 2,390 2,390 2,390 ;§~ 60 ,68q 0.35 650 480 320 60 1,910 0.20 1,910 1,910 1,620 72 560 ·o.50 450 340 220 72 1,600 0.28 1,600 1,600 1,130 o1;1:, (/.l .;· ~ 480 0.68: ?30 250 160 84 1,370 0.39 1,370 1,240 830 ~. -,. z: t·:: Q6 420 o:sg 25.0 190 130 96 1,200 0.51 1,200 950 630 ,,. 108 ... '~ t.1.4 200 150 100 1Q8 1,060 0.64 1,000 750 500 ·. ,,, 120 1.40 120 960 0.79 810 610 ~ pl 340 160 120 80 410 ";,L'I.::' -,.=;::: 144 280 2.,~ 110 ~9 ep 14!1 800 1.14 560 420 280 c,;:! <.51.!.. 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3;55 so· 50 • NR 192 600 2.02 320 240 160 :g$ 2.16 190 4Ji8 50 40 NR, 216 530 2.54 250 190 130 ,::;,,. o·-· 52 :-'- ~40 170 5.62 40 'N~ .NR 240 480 3.16 200 150 100 C.."' :..· 't" -~t"~· i.1. -a; Cl.I "-'= ·=== P1OOO--:COLUMftLOAPING P1001 • COLUMN LOADING ~§ w1,.- :-::,,,, ~--=-.,,_ ~ -.· '~ c~ Lbl." oV> Lbi· -i,,i:: -< .:•~ .,a.-:;: • i:..:,- 24 ,3,550 10;740 9;890 s.no 7;740 24 6,430 23,610 22,700 21,820 36 . 3;190 8.9:10 i'.;740' .. 5;390 5,310 36. 6,290 21,820 20,650 19,670 c;;, 48 2·,1:10 1;26p f01P lf,690 3,800 48 6,160 20,300 18,670 16,160 ,:: rr -: 60 2,380 . 5,9.10 4,690 3;630. 2,960 60 . 6,000 18,670 15,520 12,390 :-..: cs;: 72 2,080 4,840 ·a;soo 2.~ 2,400 72. 5,620 16,160 12,390 8,950 ,;::~ :~Gr.) .. 84 1,860 4,040 3,200 2,480 1,9B0 84 5,170 13,630 9,470 6,580 ~' ,,_ ·oo· 1,67.0 3"480 .2,750 2,110 . 1,660 96 4,690 11,190 7,250 5,040 108 1;510 3;050 2,4QO 1;810: .. 108 4,170 8,950 5,730 3,980 g' 120 1;aBQ 2;700 2;110 .. .. 120 3,690 7,250 4,640 -~,,,- . 144. 1,150 :2.1so 1,660 .. 144 2,930 5,040 :• .;z .. <¥""· i.:-~ -;,,,C.? 1: ~ -=--P1000/P1001 • .ELEMENTS OF S~CTION Notes: ' ·~;:i • Load limited by spot weld shear. -·~~ ••"-""~i ttKl.it>200 f'1.00C. • \ ,.,_ Area of Sectlon 1n2 NR = Not Recommended. 1.111 1. Above loads include the weight of the member. This weight must be deducted to 1-~ Axis 1-1 anive at the net allowable load the beam will support. ·S~ ~C) Moment ot Inertia 0) 0.185 In' 0.928 In' 2. Long span beams $hould be supported in s~ch a mamer as to prevent rotation and c-.. too·· Secoon Modulus (S} 0.202 ln3 0.571 Jn3 l'MsL Radius of Qyratlon (r) 0.577 In 0.914 ln 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a :u Axis2-2 beam on two supports. If load is concentrated at the center of the span, multiply :: g>e Moment of Inertia Q} 0.236 In' 0.471 In' load from the table by 0.5 and corresponding deflection by 0.8. :~~ 4. See P8'J8 56 for lateral bracing reduction charts. !!!:."::- Section Modulus (S) 0.290 ln3 0.580 ln3 ~ .=(-"" 5. For Pierced Channel, Beam Load values In the tables are multiplied by the folloW-n Radlusof lion r 0.651 In 0.651 In ingfactor: "DS"Serin 70% "rserJea 85% t,"" "KO"Seriea 95% "H3" Serles 90% ~-~ •sL" Serles 85% "HS" Serles 900.4 r::,,, C ~.:- -IMiii,,il,1·&14,,--. . ii ~~~ :G;i..~ UNISTRUT. P2542 THRU P2546 .. » • / ,~arf: ·: \ l'.fi..i'' ; :\vt/1011 ~-; ,~~,tJ~I q_bah)l~I Uriifoi'ni o,siijii,~oaf :Number : In (min} , lbs (kgJ· . Part No. Galia~ .. Lbs(IWJ'. ~ 9;1611 A (14) 12 502 P1000 12 2,000 (8,90) P2542 305 228 P1100 14 1,400 (6, 23) P2000 16 1 000 {4.45) 18 692 P1000 12 1,300 (5, 78) P2543 457 314 P1100 14 900 (4,00) P2000 16 650 12.891 24 882 P1000 12 1,000 (4.45) P2544 610 400 P1100 14 700 (3.11) P2000 16 500 (2.22) 30 1,072 P1000 12 BOO (3.56) P2545 762 486 P1100 14 560 (2.49) P2000 16 400 (1,78) 36 1,262 P1000 12 650 (2.89) P2546 914 572 P1100 14 450 {2.00) P2000 16 320 (1,421 P1001 Safety Factor -2½ Standard Dimensions for 1¾" (41mm) width series channel fittings (Unless Otherwise Shown on Drawing) Hole Diameter: 3/ii (14mm); Hoie Spacing. From End: 1¾i (21mm); Hole Spacing. On Center: 1¼" (48mm); Width: 1¾"(41mm); Thickness: ¼" (6mm) Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. MATERIAL Fittings, unless noted, are made from hot-rolled, pickled and oiled steel plates, strip or coil, and conform to ASTM specifica- tions A575, A576, A635, or A36. The fitting steel also meets the physical requirements of ASTM A 1011 SS GR 33. The pick- ling of the steel produces a smooth surface free from scale. Many fittings are also available in stainless steel, aluminum and fiberglass. Consult factory for ordering information. Project: Architect / Engineer: Date: Phone: Contractor: Address: Notes 1: 'E) U nistrut Standoff Bracket. 2) ner Antenna- Notes 2: ''8) ner Sector Arrav 9/12/08 FINISHES Fittings are available in: Perma-Green Ill (GR), Electro-galvanized (EG), conforming to ASTM B633 Type Ill SC1; Hot-dipped galvanized (HG), conforming to ASTM A123 or A153 and Plain (PL). Approval Stamp: . .. ---.. -. . .... --··--··------·· ..... -... ------------... .. ----------·-·· -.. ----·-----·· . ····--·-··-------· -------------·-· --·. --··-····-------. II I ll-. t.;:)f' ... l·. 8-·-·-+-----1 / ff ii ® "·-f-l--'--l-4---l } @-" -·• 900!6 V!NllO~11Y:> 'OV8S1llv.:> OVOll 0ll0:!'ll3Hlflll 091Z -A.Ll11::>V:I 11V8 :110!) :110:> AVM VllV-:J FOR RE~RENce ONLY · ------------------------------ I:. • ._~ ..... , ••• ••, ~':':.;7 _ _.:-,· .Z.:::;~. -~._...,..·_ ._.._-/ .·.~--• .. " •• -~-~------------------------- ~-3 :- i..CW.TM('l-1H1 1/t\3/111 ---·---t.-t---· rM.1115 -----.., __________ M ___ _ BEAM CONNECTION DETAIL ,----1 I ' I I ' l I I I I ' I I I I I -,--,-==r-===11r--i1t= ;I ' I I I I I ,_ I I I I ! ''"·@ 4•-o•m- (ll1'bbl/t" ··~n, BEAM: CONNECTION DETAIL :=::;j- i ,---_;-@ I 1 ~-.1. ,I. I I I I l I __ , == W J I------------ t'.>7 7_;:" 77 ?'.> ;ij. ?A -------------- ::1't'.-I 6 ..... ... ...,, (H)lS'Ub1/~ltl' .,._"""""" (Cl"""''''""" '"1.tollll<JOOS, -~~1~ (fl""""'"" ii NOT USED -;_,-;_A:_J~-?-~;__?-\:..J7,_~7.~-,,,:_,~ \..;J-'-w~,l,_:,,,_1;:...1....1~-C}--C.,?,___;~ SADDLE CUP DETAIL "II j ol Zc"II ,-·m <I WQ..EaJPIY'CMK WIR. v,nB0LJ'WlS1CD. -SlIO.CIMINC.W-11-4 1tfr,J/16"r.Mlt mn.BtWmtANII 1 -le: )t 1! .!t - 11 I ; ~ >,d ti ~f <> i i:! ul ~ • ;j " ~ l l ~ ~· - 7 1!1 ··1 ·i' I' I' I ~~~~~" I LIHfEI j I I 1Ggf&-e8±+4¥4dd I I i: 111 I ~ I TYPICAL scREENITALL ·AT ANTENNA MOUNTING 8J#!id el TYPICAL scREENWALL EXTENSION sECTroN ~ 51 TYPICAL GRATE PLAN ~61.lk@l ' S 2 I _j ~ -..C:'. lND.lJSTRIAL VVAS:fEWATER DISCHARGE PERMIT _, I • >1' ' I,, -' SCREENING ·SURVEY Date \ \ l_°?O{ IS" - B1,.1sfn~s<Name_----=Y"""<J1"'--:_"2.oY'I,.;;..._ _____________________ _ Street A<:Jdress.-'-. _ _;:;-i,c...,_0_o____,~'---~--_~ __ J. ___ a.o_-(~--....,~-l_s\.-_"'-~---=--oc,-__ q!..:z.=-a>_o_& __ Ema:il.Addtess;...,· __ "{:..;;'fL_;,.vt:.;;.;i:.o.,~~I w,...._ ~-@""'-»~Y"--_,.,._,_"'c._. ""_vt-__ ....,....---,e------'------------ PLEA$!:; CHEG_K_Hl;R.I: IF,YOUR BUSll':{1;$8-.!SEXEMPTt (QN:REVE;RSE·SlDE CHECIHYPE OF BUSINESS) D Che(Jk,all J~~lt>w thal ~re pr,esent0at y0ur facility: -- AQid·,cJeariing .Jnk. ManUfacIOring Nutritional Supplement/ Assembly Labor~tory Vitamin Manufacturing Automotiy$ RepaJr M;achiriing /Milling Painting / Finishing 6attecy M~nufacturin_g Ma:nufacturing Paint ManUfl;lcturing Brofuet Manufacturing r,,fombrane-M~nufactur:tng· Personal Cl?.re Products Siotec;h 1.,.ap<;>tatocy (te~ water filtermetn!Jranes) Manufacturing Bglk Cnernicaf·.st6ra{1Je M~tal OastingJf:c0rmJng Pesticide Manufacturing/ carwasli N1et~l i=abrk:~titm . Packaging Cheniic~l Manµfactutin9 Metal Fin'ishih'!:J Pharmaceutical Manufacturing Cfi~mlc~L Purification :tt1ectfoplati09_ (tncluding precunsors) Dry Cleaaing :E'.i~cttoles~ platih_g Porcelain Enameling E!ectrlo.al-Ctimponent Anodizi'ng Power Generation Matiuf aetunn1;J" Coating (t.e. phosphating} Print Shop ~ertmz:er· Manufactu.ting ~herni9a! Etqhing lMilUng Research and Development Film t ~ray Pro.<;:e$$i!lg Printed Circuit Beard Rubber Manufacturing Food. Praces,sing· Maoqfad,t_µr,ir,1g Selilicoriductor Manufacturing G(ass M;;1f1tifE1¢tudng Metal Powders Forming S:oap / Detergent Manufacturing Jndystrt~I Laurr<i:fry Waste Treatment/ Storage :SIC. Cade(s) (ff krtQWn): --------------------~ 'i3rfof <;le$'ct'lptiQn.-qf business activities (Pr.oqucfiQnJ M~nµfaQturir19 Operations.}: Notve. bes:cdpt100 Qf op$.r{;lli~iis genfm\tting W,a$tewaJer (gl,~qharged to sewer, hauled or evaporated): }JO NE. --. Estimate:d Volume:of _if.ldl!stfial w.a.~l$wat~fto be d)~ch~r._g·ed (~al/day).: ---<N"'-o="'=~:.,,_ _____ _ Li~lhazardqgs Wcls{e~ generat~~:f,(fyp~./vorurne): __,_,,WO'-'--. !...f'J..;..~------------- b:ate-operatlonJ>agan/brwlU b'e,gin:at thi_s I0gat(on::~-~1A)f; __ i,. ___ ~-------- Have .you :a~t>lied for a W:aslewater Discharge Pern:iit from the Encina Wastewater Al!thority? Y~$ -~ If Y,~$. Wh~,n; ,,-----.. ---,;.:-.---~-__________ _ ,Site Contact _ _ fl_.t, l ~"yy;.s _ _ _ . Title. ;.,__ ___________ _ -SitJbatute-Phone No. 1'tO 4 I&/ Set J 3 'ENCINAVU:ASTEWATER:AUTflORrI?t'; 6200Av~nkla -Encinas C$rlsbao, GA 92011 (76_0) 438-3941 FAX? (7:60) 416-~~52 OFFICE USE ONLY RECORD ID # Pett )_()/II j{C(/Jppt' 0 tJ I ?;O ?' SAN DIEGO REGIONAL HAZAR.DOUS MATERIALS QUESTIONNAIRE PLAN Cf,fECK # i2e4 U)/;r HlfJ'14!/> Ov.3.>'.2..':\ (i)Ju,p;.(tl(f//5"'&? BPDATE 2-/ // 1/,;- Business Name Verizon Callawa Project Address Business Contact Telephone # M ma Allende 49 286-7000 City State Zip Code APN# 2180 Rutherford Road Carlsbad CA 92008-212-070-25 Mailing Address 15505 Sand Can on Avenue Project Contact • Ran9 Williams City State Zfp Code Plan File# Irvine CA 92618- Applicant E-mail Telephone# . tandalw@jrainc.net 858 442-3397 x PART 11: SAN DIE COUNTY P ENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIAL DIVI ION HMO : If the answer to any of the questions s yes;ap cant must contact t e ounty o an Diego Hazardous atenais vis on, 5500 verland Avenue, Suite 110, an Diego, CA 92123. Call (858) 505-67QO prior to the issuance of a building permit FEES ARE REQUIRED Project Completion Date: 2016-03-01 Expected Date ofOccupancy: 0 CalARP Exempt YES NO (for new construction or remodeling projects) _____ ,_/ __ _ 1. 2. 3. 181 D Is your bi.J.slness listed on the reverse side of this form? (check all that apply). Date Initials Q/ ~ Will your business dispose of Hazardous Substances or Medical Waste in any amount? ~ IQ! Will your business store or handle Hazardous Substances in quanttties greater than or equal to 55 gallons, 500 D CalARP Required 4. 5. 6. 7. 8. D D 0 D D pounds and/or 200 cubic feet? 181 Will your business store or handle carcinogens/reprodµctive toxins in any quantity? 181 Will your business use an existing or install an underground storage tank? 181 Will your business store or handle Regulated Substances (CaiARP)? 181 WIii your business use or install a Hazardous Waste Tank System (Tille 22, Article 10)? 181 Will your business store petrolet.m in tanks o_r containers at your facility with a total facility storage capacity equal to or reater than 1,320 lions? California's Abov round Petroleum Stora e Act . Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN D11;$?0 COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions, Some residential projects may be exempt from APCt> requirements. For more comprehensive requirements; please contact APCD at apcdcomp@sdcounty.ca.qov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. · YES NO 1. D 181 ; - 2. D ~ Will the project disturb 160 square feet or more of existing building materials? Will any load supporting structural members ,be removed? If yes, contact APCD prior to issu ce of a building qr demolition permit. A notification may be required at least 1 O work!ng days prior to commencing dernoiiµon. 3. 4. D D 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed? _ . ,_ D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project isturb any ®~toi cf9n00i1oo material? If es, contact APCD prior to the issualice of a b\lilding or demolition permit A notification may be r uired at least 10 working days prior to commencing asbestos removal. 5. D 181 Will the project or associated cohstrucUon equipment emit air contaminants? See the reverse (www.sdapcd.org/info/facts/permits.pclfl for typical equipment requiring an APCD permit. If y permit. . · . 6. D D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bound ? Briefly describe business activities: Briefly desciib!3 proppsed project Telecommunications Cell Site Re lace 6 antennas, add 3 ra ca s, add 3 RRU units I declare under penalty of perjury thatto the best of my knowledge and belief r2.a,~<.el \ '1 , · Name of Owner o zed A ent Si nature of Owner or Authorized A ent Date Fc;:>R OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION· BY: DATE: I I EXEM.BJr.QIJ.,!iQ.fURTHER INFORMATION REQUIRED. RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY ,.J,;.~oij~~,.~-APCD COUNTY-HMO APCD COUNTY-HMO APCD -~-.. ' i~r-:~ l ~~ \~) '-~'¥~ .. .. .. . . *A s~~nly exempts businesses from completing or updating a Hazardous Matenais Business Pian. Other permitting requirements may still apply . HM-9171 (08/15) County of San Diego -DEH -Hazardous MaJerials Division n/li,,,/. /, ,'tf'M,v, I