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2560 ORION WAY; CS; CB130392; Permit
City of Carlsbad 10-28-2013 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB130392 Building Inspection Request Line (760) 602-2725 Job Address: 2560 ORION WY CBAD J);-. C.~ .... Permit Type: Tl Sub Type: INDUST Status: ISSUED Applied: 02/15/2013 Entered By: SKS Parcel No: 2090502600 Lot#: 0 Valuation: $35,000.00 Construction Type: NEW Occupancy Group: Reference# Plan Approved: 10/28/2013 Issued: 10/28/2013 Inspect Area Plan Check#: Project Title: SPRINT-CHANGING 6 ANTENNAS. AND ADDING RADIO UNITS ON POLICE STATION. Applicant: Owner: SPRINT/TIM HENION CITY OF CARLSBAD STE 200 330 COMMERCE IRVINE CA 92602 PUBLIC AGENCY 00000 503-519-8591 Building Permit Add'I 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. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $344:57 $0.00 $241.20 $0.00 $0.00 $7.35 $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 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tc1x (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 f-!MP Fee GrE;ien Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $594.12 Total Payments To Date: $594.12 Balance Due: Inspector: FINAL APPROVAL Date: I(, .J •/ r Clearance: $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 ?? ?? $594.12 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordancewith Carlsbad Municipal Code Section 3.32.030. Faill,lre to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, vqid, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feesfexactions 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 fe s/ xa ion f which h v r vi I n iven a N Tl E imil r this or s to which the statute of limitations has reviousl therwise ex ired. __ _. ( ~ , ' }'\ ~ ~fj> ~ CITY OF Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Plan Check No.~ ( )0 39 7__. Est. Value ~~ cx::L) CARLSBAD JOB ADDRESS 2560 Orion Way Fax 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNIT# Plan Ck. Deposit o1.. if'/, W Dat~2• l S--L) SWPPP APN 209 050 26 00 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. lYPE OCC. GROUP 503-519-85b SPRINT DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) MCUP 12-07-renewal of use permit on existing cell site, antenna to be concealed with fiberglass reinforced panels Ch~~,t'\~ A.,..,J,..c,.,,.""~ ,\ ""--!li""' ~" v"-H""'t EXISTING USE PROPOSED USE GARAGE (Sf) PATIOS(SF) 0ECKS(SF) FIREPLACE AIR CONDmONING FIRE SPRINKLERS cell site on office buHding same 0 0 0 YES0,. N<{ZJ YEsONolZI YESONolZI CONTACT NAME (If Different Fom App/leant) Sprint / Tim Henion ADDRESS ADDRESS 330 Commerce, Suite 200 cny STATE ZIP CITY STATE ZIP Irvine CA 92602 PHONE FAX PHONE FAX 503-519-8591 EMAIL EMAIL thenion@deprattiinc.com PROPERTY OWNER NAME City of Carlsbad/ Joe Garuba ADDRESS 405 Oak Ave CITY. STATE ZIP Carlsbad CA gioos. PHONE FAX 760-434-2943 EMAIL "ARCH/DESIGNER NAME & ADDRESS STA1E UC.# DCI Pacific. 32 Executive Park ste 11ft Workers' Compensation Declaration:/ hereby affirm under penally of peljury one of the following declarations: I h d will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit is issued. I have and will maintain workers' com9!!1~ as reQj'fed _r Section 3700 of the Labor Code, for the perform~ o!,!!:_e work for which this permit is issued. My workers' compensation insurance carrier and policy numberare:lnsuranceCo 2<AU~ f::¥Jlf C, ( a(\ . . PolicyNo.~'.5 .£0 {{;,54-Ol( ExpirationDate &2-:-/.S:-2o/¥ ~ section need not be completed if the permit is for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' com~nsatlon coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided.for in Section 3706 oft L code, Interest and attorney's fees. ,6$-CONTRACTOR SIGNATURE \0 ~ ~ DATE / 0 -~ f-.,. ~ 0 lJ I hereby affirm that I am exempt from Contractor's License l:.aw for the following reason: D I, as owner of lhe property or my employees with wages as their sole compensation, will do lhe work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors · License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvementis 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 exclusively contracling with licensed con1niclols to construct the proJect (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and C011tracls for such projecls with contractor(s) ricensed pursuant to the Contraclors License Law). D I am exempt under Seclion 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 OYes Oo 2. I (have f have not) signed an application for a building permit for the proposed wO!k. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone f contractors' license number): 4.1 plan to provide portions of the work. but I have hired the following person to coordinate, supelvise and provide the major work (include name I 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): ,g PROPERTY OWNER SIGNATURE @AGENT DATE Is the applicant or future building occupant required to submit a business., acutely hazardous materials registration fonn or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? OYes LL.JNo Is the appUcant or future building occupant required to obtain a pennit from the air pollution control,.!!1§,trict or alt.sllality management district? Des @No Is the facility to be construct~d within 1,000 feet of the outer bound al)' of a school site? LJYes L:!JNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY IIAY 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. @@ro tr@©~ ,-hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 Q) Civil Code). Lender's Name NA lender's Address @(p@(,Hi~~ro,~ I certlfythat I have read the application and statethatthe aboVe lnfonnatlon Is correct and that the lnfonnatlon on the plans Is accurate. I agree to cooiplywilh all City ordinances and State laws relallngto bulldingconstructlon. I hereby authorize representative of the ciy of Carlsbad kl eml'l4)011 the above menlX>ned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: M OSHA permit is required for excavations owr 5'0' deep 111d demolition or cons1ructpn of siruciures over 3 stories in height. EXPIRATION: Eve!)' pennit Issued by the~ Ofi.ial ooderthe provisions of this Code shall expire bylimlation and become null and void ithe buidilg or WOik authorized by such pemlitis not commenced within 180daysfromthedateofsuchpe~~:tauthorize!lbysuchpenn::>suspendedorabandonedatanytirreaftertheWO!kiscoomencedforaperiodof180days(Secoon106.4.4UnifoonBuildingCode) . ..@S'APPLICANT'SSIGNATIJRE -,_.> -\ DATE 2/15/13 Inspection List Permit#: CB130392 Type: Tl Date Inspection Item 10/31/2014 39 Final Electrical 10/31/2014 39 Final Electrical 04/23/2014 11 Ftg/Foundation/Piers Monday,November03,2014 INDUST SPRINT-CHANGING 6 ANTENNAS AND ADDING RADIO UNITS ON POLICES Inspector Act Comments RI PB AP PB NR Page 1 of 1 City of Carlsbad, Inspection Services Division Planning & Development Review 1635 Farada Avenue, Carlsbad, CA 92008 DATE: 10/29/2014 Building Official, City of Carlsbad Inspection Services, Planning and Development Review 1635 Faraday Avenue Carlsbad,. CA 92008 _ Special Inspection Agency/ . :, ,; Construction Materials Testing ::~j Laboratory Final Report 1 t ·} ¼ ,y • G-ho strider inc. PH. 619-379-0735 Fax 619-367-5791 E-mail, Ghostriderinc@sbcglobal.net CLIENT DATE ARCHITECT ENGINEER CONTRACTOR I Any Where Any Time - ~ Around the World, Around the Cloe f P.O. Box 2009 El Cajon, Ca. 9202.1 . _J E-mail, ghostriderinc@hotmail.com PROJECT Carlsbad Safety Center ADDREss 2560 Orion Way c1rv Carlsbad, CA 92008 . JOB# Gh t "d I .A Ccosc!ertheeovwmoot. os r, er, nc. ~ R~IRooselRei.1'C!e BUILDING·PERMIT/DSA/OSHPD# (81 '.>n'.>O'l,. i. , PLAN FILE# Not Applicable w. o. # SD03XC155 INSPECTION SAMPLES QTY. MATERIAL DESCRIPTION CHECKLIST HiltiToggle Bolt Anchor Bolts: HTB Toggler Bolt Approved Plans Available Size#½" SS Tension # 50 Ft-Lbs Safety Gear: Hardhats,Glassec Weather Sunny Bright REMARKS: Toggle bolts instead of Hilti KB-TZ ESR 1917, because wall was wood and stucco instead of concrete. Contractor used stainless steel toggles and applied a SO Lbs of tension on bolts. Work on project is ongoing. ~ ~.,..;,:,-,.._= .:w;;....., ..Jl",;#, • , ,,. -•ir-1:,:i.:A<U>f. .. ~ ... ~~~.~.a , _" _ ~~ ... w~~¥~ : (;ERTIFlcA T/ON OF COMPLIANCE: To the best of o·ur knowledge, ail olfhe reported work;-'uiifess.otiieriNise ,:iOted, ~u~stcintial/y complies with approved plans, ~pecijicatlons an_d apj,lica.blf! sections ofthe building codes. Fat tflis ;eport.to be vc,/id it must.have ·a final rep(Jrt, sigtJed by fhe-speci(jl inspector, st?,.ting "Final Report of inspeciion··and·matericil t~sting". Without a final report this docilment'is invaJid, This report.~ovets--th,plp~qtionsof~he M[C1rl<-reported gnly qnq cfoesn't cotistitute engineering opinion qrproje¢.cotJtrol. Time in: Time out: Authorization: THE DEPUTYS '.ry;c' f :i,,,1,,._ k:j~,: llignature ____________ _ cJli[:: ~+fl~{] A.W.S. & I.C.C. & sa:-~i::t:;~~: 'ilucielfunder Federal State Coun and Cit Codes 2010 C.8.C .. This document is W.G.A.S.A. Inc. /Ghostrider, Inc. 01-2008. ·Rev. (i7) 10/12/2011 EsGil Corporation In (J?artnersnip witn (iovernmetit for (Bui{aina Safety DATE: 2/27/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-0392 PROJECT ADDRESS: 2560 Orion Way SET: I PROJECT NAME: Sprint Carlsbad Safety Center SD03XC155 ~~NT D 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 recheck. D The applicant's copy of the check list is~eAClosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has~e·en sent to: ~ EsGil Corporation staff did not advise the ~pplicant that the plan check has been completed. 0 EsGil Corporation staff did advise the af?liHwant that the plan chec~;:has been completed. Person contacted: Date contacted: (by: Telephone#: ) Email;;. Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC Fax#: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City or Carlsbad 13-0392 2/27/2013 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHl;CK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2560 Orion Way BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft..) Multiplier cell site revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: 0 .Complete Review D Repetitive Fee 3Repeats Comments: D Other D Hourly EsGil Fee PLAN CHECK NO.: 13-0392 DATE: 2/27/2013 TYPE OF CONSTRUCTION: . Reg. VALUE ($) . Mod. per city 35,000 35,000 $344.57j $223.971 D Structural Only 1-· -!Hr.@• $192.961 Sheet 1 of 1 macvalue.doc + «~ ¥ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE:02/27/13 PROJECT NAME: CARLSBADSAFEIYCENTER PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2560 ORION VALUATION: $35,000 Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: CB13-392 APN: 209-050-26 !17 T~i~ ~Ian check review is complete and has been APPROVED by the ENGINEERING lYJ D1v1s1on. · · · By: KATHLEEN LAWRENCE 02/27/13 A Final Inspection by the Division is required Oves 0No fl This pl,:m check re_view is NOT COMPLE1E. Items missing or incorrect are listed on --the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: THENION@DEPRATIIINC.COM You may also have corrections from one or more of the divisions listed below: Approval from these divisions may be requited prior to the issuance of a building permit. Resubmitted .plans should include corrections from all divisior1s. For questions or clarifi~ations on the attached che<,klist please contact the following reviewer as marked: .. PLAN.NJN.G EN'GINE:EQIN.~ FIRI=: PREVENTION·:_. 760-602-4610 760-602-27SO. · . . ' .. 7.6Oa602-4665 : ., . '• .. . .. /4 D Chris Sexton r-. · 1 Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton~garls!2sidgsi:gQv Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Ginsi.Ruiz~carl~!2adcs!.gQv Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri · 760-602-4664 Dominic.Fieri@carlsbadca.gov .. Remarks: ~ ~ CITY OF CARLSBAD BUILDING PLANCHECK· CHECKLIST QUICK-CHECK/APPROVAL Development Services Land De~elopment Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for C813-392 Project Address: 2560 ORION P. . · t D . t· CHANGING CELL ANTENNA . roJec escnp 10n: · ENGINEERING contact : Kathleen Lawrence Phone: 760-602-2741 0 RESIDENTIAL INTERIOR 0 RESIDENTIAL ADDITION MINOR (<$20,000.00) 0 C_ARLSBAD PREMIER OUTLETS. 12] OTHER: CELL ANTENNAS Date:02/27/13 APN: 209-050-26 Valuation: $35,000 Email: kathleen.lawrence@carlsbadca.gov · Fax: 760-602-1052 0 TENANT IMPROVEMENT 0 PLAZA CAMINO REAL 0 COMPLETE OFFICE BUILDING r · · -·· · --· · -· · -· · ---· · -· · -· · -oi=i=1c1AL ~se ·oNL ~;:-:--· ·· 7 ·· · --· · ~ :· · ~-~-· -_ · '.·:-· · ·1 I ' ' ' ENGINEERING AUTHORIZATION TOl$SUE BWfLDING;P~RMl:r . ' . ' .• -, j • BY, KATHLEEN LAWRENCE -·oATet02/i,7/13 . ,! REIVIARKS: NO ADDITIONAL ENG. fl~ES-· Notification of Engin~ering .APPROVAL ha~ 'b~en §Emt fo . I I . . -via EMAIL ~" '02121.11 a · 'i ~·'• • -• ~ -•·• -• ,._,·,·. _,,,, -,,,.__,: ,~, _ .... ~ . ....;_ ~-•~-•• ...... ,ii.'.,,_~ ,._.,,,:...;._.,,9 --II,,.;___,,,,.__ ,,,.,;.,,.,...,-·,.c-, Page 1 of 1 · REV 4/30/11 '4-. «~w ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: CJ Building Permit O Right-of-Way Permit CJ My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm F!Xed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge N~reat Assessment Criteria y project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier. Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Thr~at Assessment Criteria CJ My project does not meet any oflhe Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat A~sessment Criteria CJ My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuanllo the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located·along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria Cl My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or CJ My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Cl My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential'for contributing pollutants to nearby receiving waters py way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, a11d at all times during construction activities for the permit type{s) check above comply with the stonn water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Address: 2560 Orion Way, Carlsbad, CA OWner/Owners Authorized Agent Name: Tim 'Henion Assessor Parcel No. 209-050-2600 litle: Agent Dale: 2/15/13 *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser ex higher Construction SWPPP Tier Level is warranted. B-24 City Concurrence: CJYES CJNO Page 1 of 1 Rev.03/09 «t~· ~ CITY OF CARLS-BAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue {760) 602-4610 www.carlsbadca.rmv DATI;: 2/19/13 PROJECT NAME: Sprint Safety Center PROJECT ID: MCUP 12-07 .PLAN CHECK NO: 1 SET#: n/a ADDRESS: 2560 Orion Wy APN: 209-050-26-00 ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Garcia A Final Inspection by the Planning Division is required D Yes ~ 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 review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as·required. · Plan Check APPROVAL has been sent to: Tim Henion For.questions or clarifications on the attached checklist please contact the follo_wing reviewer as marked: '. . ., '•'' .. ,, '·: .': ,~ '· 1 ' . ' .. :FIRE PREVE'f;!iiON: ; PLANNING-ENGINEERING .. , -.. · 760-602-4610 760:.602-2750 . ., .. '· ·7'60-6'()2-:4665. . . .. " . . .. > ,. ' ,. ., . I ., '-· , . ' ... .. ... .. . . .. D Chris Sexton o· Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsba!;!ca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina_.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ~ Chris Garcia D Dominic Fieri 760-602-4622 D Chris.Garcia@carlsbadca.gov 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Project is consistent with approved MCUP 12-07. ... --~ . CITY OF . DG n13P't COPY PLAN CHEQ(; · "". ,)it,if " Commu.nity & Economic REVIEW ~f;"t;;-t Development Department · 1635 Faraday Avenue TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 2-28-13 PROJECT NAME: Cell site 1>anel · PROJECT ID: CB130392 PLAN CHECK NO: CB130392 SET#: 1· ADD.RESS: 2560 Orlon Way APN: [2:1 This plan check review is complete and has been APPROVED by the Fire Division. By: D. Flerl · A Final Inspection by the Fire Division is required ~ Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. · Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions ·may be required prior to the issuance of a building permit. Resubmitted plans shau/d Include corrections from all divisions. For questions or clarification.s on the ~ttached checklist pleas~ contact the following reviewer as marked: PLANNING ~NGINEERING .FIRE PREVENTION 760-602-4610 760.-602-2750 760-602-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregon::.R}'.an@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D ~ Dominic Fieri ""\.---- 760-602-4664 Dominic.Fieri@carlsbadca.gov . Remarks: · Carlsbad Fire Department Plan Review Requirements Category: Tl , lNDUST Date of Report: 02-28-2013 Name: Address: Pennit #: ·cB130392 SPRINT/TTh1 HENION STE200 330 COMMERCE IRVINE CA 92602 Job Name: SPRINT-CHANGING 6 ANTENNAS Job Address: 2560 ORION WY CBAD . . Reviewed by: _L::;_·--~e..,-.:..·---- , INCOi\lPLBTB TI!e item , eu l!tt, e :,ubmitteel :fef f e, ie n i:, ineomplctc. A:t this ti?ne, tlris office ca:nnot • acteqctately conduct a 10vicw to dctcnnh10 co1np½i.mcc with the ltppHeMJk Codes mrd/oi sttmdmds. Please re.ion ettPeitill)r all eomm@nt!B &Ui8§88, Pless@ F.88~Dt t-lle :eeeeBBEtfY r,IM~ ~d,1ot spee:i:ncMi6ftS, .. itl'i Cftttn~es "elettelee_ll' t • to tlus ofiiee fer reYiew ttfts. epi,ro"\i ttl. CeeElaieu:.- Cond: CON0006113 [MET]- ~ THIS PROJECT HAS BEEN REVIEWED AND APPROVED-FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORM.ANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO.PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 02/28/2013 By: df Action: AP Date Site Name Site Number Site Address Subject DCIPACIFIC July 23, 2014 Carlsbad Safety Center SD03XC155 2560 Orion Way Carlsbad, CA 92008 AfEICWORKS Field Change No. 1 (Page 1 of 1) Approved alternate to anchor specified on 3/A2 Use (2) ½" 'Hilti' HTB {Toggler Bolts) at each connection, top and bottom, 4 bolts total (min.). See detail below: 1/2"~ 'HILTI' HTB (fOGGLER BOLT), 2 PER MOUNTING BRACKEf TOP /BOT. ( 4 TOTAL) _____ _, PANEL ANTENN_A----.. VARIABLE AZIMUTH WALL MOUNT KIT TOP /BOT, MANUFACTURER: ANDREW MODEL: DB5094-AZ FRP 'BOX ASSEMBLY TEXTURED/PAINTED, TO MATCH {E) BlDG. BY FRP VEN0OI( NOTE: G.C. TO SECURE IU. EXTERIOR Wfil PEIIET'RATIONS {CORE, ANCHOR, PORTS, ETC) SHALL BE CAULl<EO AND RAIN-TICHT SEN.ED USING INDUSTRY STNIOARD METHODS. NJ. ROOf" NIO DECK PEfiETRAllONS , SHALL BE SEALED ANO FLASHED TO MEET' NRCA SfANOMOS. PANEL ANTENNA VARIABLE AZIMUTH WALL MOUNT KIT TOP /BOT. MANUFACTURER: ANDREW MODEL: D85094-AZ FRP BOX ASSEMBLY TEXTVRED/PAJNTED TO MATCH (E) BLDG, BY FRP VENDOR ®SECTION ©PLAN ---------end--- ARCHITECTURE I ENGINEERING I CONSULTING 32 Executive Park I Suite 110 I Irvine I CA 92614 I T 949 475,1000 I 949 475.1001 F 7 ! I 0 No. AQX ENGINEERING, INC 1520 Brookhollow Drive, Suite 45, Santa Ana, CA 92705 Tel:714-662-0510 Fax:714-662-0559 Structural Calculation for Metal Stud Screen Sprint for Site Number: SD03XC155 Site Name: Carlsbad Safety Center 2560 Orion way, Carlsbad, CA 92008 AQX Job No.: DCI 1301 Prepare for DCI Pacific 32 Executive, Suite 110, Irvine, CA 92614 Issued for Submit o 8 AW. Q.X. Q.X. Reason for Revision Total # of Last sheet By Check Approve sheets # Record or Revisions 2/4/2013 Date 1'520 Brookhollow Dr., Suite #45, Santa Ana, CA 92705 Tel: (714) 662-0510 Fax: (714) 662-0559 AQX ENGINEERING STRUCTURAL CALCULATION p I Project: Carlsbad Safety C~nter !Job No: SD03XC155 Cale. No. DCI 1301 IRev.: 0 · Subject: FRP Screen Box Installation Discipline: Structural Table of Contents Design Criteria P1-P2 Wind Load Determine P3-P4 Panel. Framing design P5-P6 Anchorage Design P7-P8 Note: The antenna mounting infrastructure is sufficient to support the proposed antennas and RRHs (for network vision). This structural analysis completed by AQX and DCI Pacific on behalf of 'ALU' is inclusive of the entire antenna support structures, cables, and conduits and all other aspect of the structure that will support the network Vision equipment deployment. 1520 Brookhollow Dr., Suite #45, Santa Ana, CA 92705 Tel: (714) 662-0510 Fax: (714) 662-O55E - AQX ENGINEERING STRUCTURAL CALCULATION p Project: Carlsbad Safety Center jJob No: SD03XC155 Cale. No. DCI 1301 Subjt?ct: FRP Screen Box Installation Scope of Design: Design Code: Design Reference: Design Materials: Design Parameter: Design Loads: Design Criteria • FRP ScreenBox and Anchorage Desig_n 2010 CBC • FRP Box • Anchorage (A307 thru rod) •FRP Box Wind Load Basic Wind Speed Important Factor Wind Exposure Seismic Load Ss S1 SD1 Sos I Weight of FRP Box Weight of Existing Wall Panel LARR25698 A/SC 13rd Discipline: Structural Strongwe/1 FRP RF Panel 85mph 1.15 C 1.12 0.425 0.446 0.786 1.5 8 psf 75 psf I I !Rev.: O 1520 Brookhollow Dr., Suite #45, Santa Ana, CA ~2705 Tel: (714) 662-0510 Fax: (714) 662-055~ AQX ENGINEERING STRUCTURAL CALCULATION p Project: Carlsbad Safety Center /Job No: SD03XC155 Cale. No. DCI 1301 Subject: FRP Screen Box Installation Carlsbad Saefty Center Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.137711 Longitude = -117 .2651055 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B-Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.120 (Ss, Site Class B) 1.0 0.425 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.137711 Longitude = -117 .2651055 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D -Fa = 1.052 ,Fv = 1.575 Period Sa (sec) (g) 0.2 1.178 (SMs, Site Class D) 1.0 0.669 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.137711 Longitude= -117.2651055 Design Spectral Response Accelerations SDs and SD1 sos = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D -Fa = 1.052 ,Fv = 1.575 Period Sa (sec) (g) 0.2 0.786 (SDs, Site Class D) 1.0 0.446 (SD1, Site Class D) Discipline: Structural ).. I !Rev.: O 1520 Brookhollow Dr., Suite #45, Santa Ana, CA 92705 Tel: (714) 662-0511 Fax: (714) 662-055! A{lX Ettgittssrlng, Inc. ~ ~~~~:~~fow Drive. suiio 45 \...JIii PROJECT : SD03XC155 Ph:(714) 662 0510. Fax:(714) 662 0559 CLIENi: DCI Pacific PAGE: DESIGN BY: www.aqxengineering.com JOB NO.: DCI 1301 DATE: . 02/13/13 REVIEW BY: INPUT DATA Exposure-category (B, c or D) C Importance factor, pg 77, (0.87, 1.0 or 1.15) I= 1.15 Category Ill Basic wind speed (IBC Tab 1609.3.1V3s) V= 85 mph Topographic factor (Sec.6.5.7.2, pg 26 & 45) 1 Flat {[ K,1 = Building height to eave he= 30 ft v1 Building height to ridge hr= 30 ft Building length L = 200 ft 8 I Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total-horizontal torsional load Max total u ward force ANALYSIS Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I = B = 150 ft A= 105 ft2 17.72 psf where: % = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) = = 77.82 kips 59.48 kips 1935.54 ft-kips 597.03 ki s Kh = velocity ptessure exposure coefficient evaluated at height, h, (Tab. 6-3, case 1,pg 79) Kci = wind directionality factor. (Tab. 6-4, for building, page 80) h = mean roof height = = = 0.98 0.85 30.00 ft Design pressures for MWFRS p = qh [(G Cpr )-(G Cp1)] < 60 ft, [Satisfactory] < Min (L, B), [Satisfactory] where: p = pressure in appropriate zone. (Eq. 6-18, page 28). Pmin = 10 psf (Sec. 6.1.4.1 & 6.1.4.2) G Cp 1 = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cp 1 = product of gust effect factor and internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 47) = 0.55 or -0.55 a = width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 12.00 ft Net Pressures (psf), Basic Load Cases Net. Pressures (psf), Torsional Load C ases Roof angle 9 = 0.00 Roof angle a. = 0.00 Roof an~le 9 = 0.00 Surface GCpr Net Pressure with GCpr Net'Pressure with (+GCp 1) (-GCp1) (+GCp1) (-GCp1) Surface GCpr Net Pressure with (+GCp1) (-GCp1) 1 0.40 -2.66 16.83 0.40 -2.66 16.83 1T 0.40 -0.66 4.21 2 -0.69 -21.97 -2.48 -0.69 -21.97 -2.48 2T -0.69 -5.49 -0.62 3 -0.37 -16.30 3.19· -0.37 -16.30 3.19 3T -0.37 -4.08 0.80 4 -0.29 -14.88 4.61 -0.29 . -14.88 4.61 4T -0.29 -3.72 1.15 1E 0.61 1.06 20.55 0.61 1.06 20.55 Roof ancile 0 = 0.00 2E -1.07 -28.70 -9.21 -1.07 -28.70 -9.21 3E -0.53 -19.14 0.35 -0.53 -19.14 0.35 Surface GCpr Net Pressure with (+GCp1) (-GCp1) 4E -0.43 -17.36 2.13 -0.43 -17.36 2.13 1T 0.40 -0.66 4.21 5 -0.45 -17.72 1.77 -0.45 017.72 1.77 2T -0.69 -5.49 -0.62 6 -0.45 -17.72 1.77 -0.45 ,17.72 1.77 3T -0.37 -4.08 0.80 4T -0.29 -3.72 1.15 Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Basic Load Cases In Transverse Direction Surface Area Pressure (kl with (ft2) (+GCp1) (-GCp1) 1 5280 -14.03 88.87 2 13200 -290.01 -32.74 3 13200 -215.17 42.10 4 5280 -78.58 24.32 1E 720 0.77 14.80 2E 1800 -51.67 -16.58 3E 1800 -34.44 0.64 4E 720 -12.50 1.53 ~ Horiz. 77.82 77.82 Vert. 0591.29 -6.59 Min.wind Horiz. 60.00 60.00 Sec. 6.1.4.1 Vert. -300.00 -300.00 Torsional Load Cases In Transverse Direction Area Pressure (kl with Torsion lft-kl Surface (fl2) (+GCp1) (-GCp1) (+GCp1) 1 2280 -6.06 38.38 -267 2 5700 -125.23 -14.14 b 3 5700 -92.91 18.18 0 4 2280 -33.93 10.50 1493 1E 720 0.77 14.80 67 2E 1800 -51.67 -16.58 0 3E 1800 -34.44 0.64 0 4E 720 -12.50 1.53 1100 1T 3000 -1.99 12.62 100 2T 7500 -41.19 -4.65 0 3T 7500 -30.56 5.98 0 4T 3000 -11.16 3.46 -558 Total Hoiiz. Torsional Load, Mr 1936. Design pressures for components and cladding p = qh[ (G Cp) -(G Cp1)] (-GCp1) 1689 0 0 -462 1302 0 0 -135 -631 0 0 173 1936 where: p = pressure on component. (Eq. 6-22, pg 28) Pmln = 10.00 psf (Sec. 6.1.4.2, pg 21) G Cp = external pressure coefficient. 1 Basic Load Cases in Lonaitudinal Direct ion Area Pressure (kl with 'Surface (ft2) (+GCp1) (-GCp1) 1 3780 -10.05 63.63 2 12600 -276.83 -31.25 3 12600 -205.39 40.18 4 3780 -56.26 17.41 1E 720 0.77 14.80 2E 2400 -68.89 -22.11 3E 2400 -45.93 0.85 4E 720 -12.50 1.53 r Horiz. 59.48 59.48 Vert. -597.03 -12.33 Miri. wind Horiz. 45.00 45.00 Sec .. 6.1.4.1 Vert. -300.00 -300.00 Torsional Load Cases in Longitudinal Direction Area Pressure /kl with Torsion /ft-kl Surface (ft2) (+GCp1) (-GCp1) (+GCp1) (-GCp1) 1 1530 -4.07 25.75 -104 657 2 10200 -224.10 -25.30 0 0 3 10200 -166.27 32.53 0 0 4 1530 -22.77 7.05 581 -180 1E 720 0.77 14.80 48 932 2E 2400 -68.89 -22.11 0 0 3E 2400 -45.93 0.85 0 0 4E 720 -12.50 1.53 788 -96 1T 2250 -1.49 9.47 56 -355 2T 12600 -69.21 -7.81 0 0 3T 12600 -51.35 10.05 0 0 4T 2250 -8.37 2.59 -314 97 Total Horiz. Torsional Load, Mr 1054.9 1054.9 Walls see table below. (Fig. 6-11, page 55-58) Roof 0,1• Roof 0>1· Effective 1---=Z=oc:.;nr=--e ..:..1 ---'1----=Z;;;:.;o,.:.:nc:..e=-2--;----=Z"'ion;=-:e"-'3'----t---_..;:Z:.:.o:.;;ne'-4'----t---Z=o=,nc:..e..;;.5_-; Area (ft2) GCp • GCp GCp . • GCp GC • GCp GCp -GCp GCp -GCp Com • 105 0.20 -0.90 0.20 -1.10 0.20 -1.10 0.74 -0.83 0.74 -0.94 Comp. & Cladding Pressure (psf) Zone 1 Zone2 Positive Negative Positlve Negative 13.29 -25:69 13.29 -29.24 (Walls reduced 10 %, Fig. 6-11A note 5.) Zone3 Zone4 Positive_ Negative Positive Negative Positive 13.29 -29.24 22.82 -24.41 22.82 Note: If the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. ; a.s AQX ENGINEERING STRUCTURAL CALCULATION p :5/_ Project: Garlsbad Safet Center Job No: SD03XC155 Subject: FRP Screen Box Installation FRP Box Framing Design -' 't70,< w,K~ _ br<Z0--(,.:;, .-----=-;--y evv, Atffre.cJ. vv,£1tct ra~d. / -=---;i._'6,\0€.> :::-2b;?I )( ~-5 := /6?) ftf jv(6'.K tf'loMP.-,;;;t-rif Ff_t> 'Bo)( = /oD X 'If(!: <Jc,9:J tb-'{ft 1='oY f.,.?X C-h?-1:.. $ -s£.iif;-,;-,,.-,,_ ,A-A ·:r. I== ff-. T Ad..~) X .:2 fov l/.)-t·x4-x:if --X= -s, 6.f _1 A=-1. q-2 . J 1::: (~,Q-'4-r(i._qix (t/:--2))x2 ::;: 1611.f fVt-:.r-, "°'·"" q ~-tll-l ,---~--;ju =-<Z,., l /? { tii 1520 Brookhollow Dr., Suite #45, Santa Ana, CA 92705 Cale. No. DOI 1301 Rev.: 0 Discipline: Structural I x·1i~--- Tel: (714) 662-0510 Fax: (714) 662-0559 AQX ENGINEERING STRUCTURAL CALCULATION p 6 I Project: Carlsbad Safety Center !Job No:. SD03XC155 Cale. No. DCI 1301 !Rev.: O Subject: FRP Screen Box Installation Discipline: Structural FRP Framing Design FRPAngle 2-4 X 4 X 1/4 Member properties: A= 1.92 in112 Ix= 3.04 in114 Sx= 1.04 in 113 E=1880000 psi Fb= 6588 psi Fv= 904 psi Composite section: A= 3.84 in112 Ix= 194.00 in 114 Sx= 21.6 in113 E=1880000 psi Fb= 6588 psi Fv= 904 psi Stress Check: Max. Moment at member= 4050 lb-ft fby= 2250 < 6588 psi (OK) Max. shear= 900 lb fv= 234 < 904 psi (OK) .. fb/Fb = 0.34 < 1 (OK) 1520 Brookhollow Dr., Suite #45, Santa Ana, CA 92705 Tel: (714) 662-051C Fax: (714) 662-0559 AQX ENGINEERING STRUCTURAL CALCULATION p 7.1 Project: Carlsbad Safety Center !Job No: SD03XC155 Cale. No. DCI 1301 I Rev.: O Subject: FRP Screen Box Installation Discipline: Structural 1)-r tl{-X :¾: 'et. ~ / I • !5'"~ .--1-/---,, ti • "/1/ I <' I ,__-~ ,h • • I i~, V-· 2:,.9' I. •• ·:; . _.,.. ,/ ., I -{ ; -< • ., -I •• I ' ' . ,,-;:·. I/ , . :. ·,1.1/: '\ t ,. ..... ~ !,. '".//1. ·. __ ' -- A-net,,,~ ~"r-- Arplld-Mmruw+ d'-f}vliJ&tr-ft J ,-7,:5" c; / _:!L,--bg)( hE-~fvf-= ..2o1;;, X y X f X 2 't-3 s:gg-4-e-'7~£.--o,_,f ol"U!--kx ~u-el :kr~roY\. ,.:)-/ft-j 2 A ~07 rod-af&we...bl.e t.Yret-'o-v, ¢-5 k:sl )( (·ii~-!l-/ /..J.'?... ,'t 1520 Brookhollow Dr., Suite #45, Santa Ana, CA 92705 Tel: (714) 662-0510 Fax: (714) 662-0559 16.1-104 BOLTS AND THREADED PARTS [Sect. 13. TABLE J3.2 Nominal Stress of Fasteners and Threaded Parts, ksi (MPa) Nominal Shear Stress in Nominal Tensile Bearing-Type Stress, Fnt, Connections, Fnv, Description of Fasteners __ksi~Pa) ksi {MPa) A307bolts C 45 (31 o) [aJ[bl ) 24 (165) [b][c][f] A325 or A325M bolts, when 90 (620} ivJ 48 (330) [f] threads are not excluded from shear planes A325 or A325M bolts, when 90 (620) [e] 60 (414) [I] threads are excluded from shear planes A490 or A490M bolts, when 113 (780) [e] 60 (414) [I] threads are not excluded from shear planes A490 or A490M bolts, when 113 (780) [e] 75 (520) [I] threads are excluded from shear planes Threaded parts meeting the 0.75 pjalfd] 0.40Fu requirements of Section A3.4, when threads are not excluded from shear planes Threaded parts meeting. the 0.75 Fu[a][d] 0.50Fu requirements of Section A3.4, when threads are excluded from shear planes [aJsubject to the requirements of Appendix 3. [bl For A307 bolts the tabulated values shall be reduced by 1 percent for each 11,s in. (2 mm) over 5 diameters of length in the grip. !clThreads permitted in shear planes. ldlThe nominal tensile strength of the threaded portion of an upset rod, based upon the cross-sectional area at its major thread diameter, Ao, which shall be larger than the nominal body area of the rod before upsetting times Fy. £el For A325 or A325M and A490 or A490M bolts subject to tensile fatigue loading, see Appendix 3. mwhen bearing-type connections used to splice tension members have a fastener pattern whose length, measured parallel to the line of force, exceeds 50 in. (1270 mm), tabulated values shall be reduced by 20 percent. User Note: Washer-requirements are provided in the RCSC Specification, Section 6. In slip-critical connections in which the direction of loading is toward an edge of a connected part, adequate available bearing strength shall be provided based upon the applicable requirements of Section J3.10. When bolt requirements cannot be provided by ASTM A325 and A325M, Fl 852, or A490 and A490M bolts because of requirements for lengths exceeding 12 diameters or diameters exceeding 1 ½ in. (38 mm), bolts or threaded rods con- forming to ASTM A354 Gr. BC, A354 Gr. BD, or A449 are permitted to be used in accordance with the provisions for threaded rods in Table J3.2. Specification for Structural Steel Buildings, March 9, 2005 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. 1) EH Zo t3+1 H Iv\ 5P-00 I 2Co9 --rnv. 137 b3~ I OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE UPFP# ______ _ HV# ________ _ BP DATE ______ /~- The follo Ing questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed p[r:ojie~ct~):i!f:~~~~=-=-=-=-=-=-O=cc=uip~a~nfcy~R~a~ti~l)g~:~:::-----1. Explosive or Blasting Agents 5. Organic. Peroxides 9. Water Reac!ives · 2. Compressed Gases 6. Oxidizers 10 .. c· 3. Flammable/Combustible Liquids 7. Pyrophorics 1 Highly Toxic orT~~ials 4. Flammable Solids 8. Unstable Reac!ives 12 Radioac!ives I A.I LI questions is yes, applicant must contact the County of San Diego Hazardous Materi Is Division, 5500<'0ite Call (858) 505-6700 prior to the issuance of a building permit. U v 1 FEES ARE REQUIRED. Project Completion Date: _L1_2J_1-1!4-pected Date of Occu.p~rwV . .;1 YES NO (for new ceeNcf.©ihrSH'e 1. 0' D Is your business listed on the reverse side of this form? (check all th t.a,g~~)-~ coNP# 2. ti [Iit" Will your business dispose of Hazardous Substances or Medical Wa te~~~'-::::::::::::::::::::::;;....i 3. D CTV°Will your business store or handle Hazardous-Substances in quantititi.ec!IJal-re-t,rg1~er than 55 gallons, 500 pounds 4, D uY :~ ;~~:cb~=~e:s ~;~i~';,9=~:~~~rirdi~~~;: !~x~~~:r;r:~~!~!!~e tank? < -~-9aJ d;_cf A Ji rl-n 5. D [(J/ Will your business store or handle Regulated Substances (CalARP)? -VI,() WW, q~vv U <-t 6. D GY' Will your business use or install a Hazardous Waste Tan~ System (Title 22, Article 1 0)? 6 · 7. p [iJ/' Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum-Storage Act). 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 101-24 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of-four units or less. Contact the APCD for more information. YES NO 1. tl !B"" Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions)._ 2. D D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). 3. D E(' Has a survey been performed to determine the presence of Asbestos Containing Materials? 4. D g'" Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. D ~ Will there be demolition inv~lving the removal of a load supporting structural memt;>er? ~ r, / Cl Briefly describe business activities: jot z-e t/3 Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENTOCCUPANCY CLASSIFICATION: _____________________________ _ BY: _________________________ _ DATE: __ .,_/ __ ...._/ __ _ EXEp,_IPT OR NO FURTHER INFORMATION REQUIRED' RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY · -APCD COUNTY-HMO APCD COUNTY-HMO APCD County of San Diego -DEH -Hazardous Materials Division