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1958 KELLOGG AVE; ; CB981087; Permit
C/urL3/7J 05/11/98 15:.J8 Page 1 ot 1 B U I L D I N G F _ R M .Job Addre~;s: 1958 l<.ELLOGG AV Suit,:;: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel N0: 212-092-01-00 Lat#: {\-'I' .L Permit No: CB981U87 Project No: A98014~9 Development Ne,: Valuation: lS,000 Construction Type: NEW Occupancy Group: Reference#: Description: ITI 200 Sf RADIO EQUIPMENT : STORAGE BUILDING Appl/Ownr : DIDONATO ALLEN 744 G STREET ~AN DIEGO CA 92101 * ;\-* Fees ReqLti red Fees: Ad.justments: Total Fees: Fee descrir,t ion Bui ldiniJ Perrni t Plan Check Strong Motioc Fee Enter "Y" for Plum· Enter "Y" for Elect Remodel/Alter Enter 'Y' for Mecha Install furn/Ducts/H *** Stat~cs: ISSUED Applied: 04/16/98 Apr/Issue: 05/11/98 Entered By: JM *** 6929 ()5/11./98 (}()()i 01 02 :. 02. 00 228.00 Ext fee Data 1:)7,00 102.00 3.00 N 10.00 Y :: 5. 0 U 15.0IJ Y 18.0U (.~~\I-c..c::l. \ " ~,~\\Cl 9.. C.c.o.l FINAL APPROVAL INSP. _____ DA-· r:: CLEARANCE ..-.. .. ~.,r...:. • ..... ----·-···" ·..--..... --""' ... " CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 J('~?,,, PERMIT APPLICATION .-CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 Business Name (at this address) Phase No. ,Legal-Description. Subdivision Name/Number Unit No; -Lo7 5"1 ""tl2f st-ffo 3+. . .,. 2.. . -- Assessor's Parcel # -Z,. , Existing Use Proposed Use . '2-f ?--"1 -o I . . . . . . Total # of units Name Address ,,,,.,.._...,._ City State/Zip Telephone # Fax # ~~s~~~:{~B1t~~~~~f:c90f~@~9~ec/:t]t;q=~ct5{~~a~tr4~~J~~ 1~=~7,, --·~ .. --_ .. _, ,. , , ,,, "'""""'·'""~dd;e_ss "'., ·'",. , ,. ,,_ •.• , ".,,.,~_,.,.,~,,,,,~~"''<tr''t"'""'""''''~"t~;,Jt,(,,~.,_"":~~h~-~.~!,..,,.,,s··~·,•,,,••n"'r.o; ,~,.~Ni~r:c~l\ -~,-·t:,s:··---MtrrtliAY:.~i,j'(::,Jzp':~~'S~P~L,:;~~~-2 t:t~~5,~f/3;t~ · Name Address City State/Zip Telephone # r~QQ~t~AP:T,OR,;.qO',,MP~f..!X ~ht!;.;;:::-.:.:·,-:·.·'"': , ·--, . · --~• "'' >-.---~ ..... a-~;,,,_,.,,.,;;,,, ~.-,:r:1:;;;, •• 4-.,, (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit t<> construct, alter, improve, demolish or repair any structure, prior to its .issuance, also requires the applicant for such permit to file a signed statement that he is 'licensed pursuant to the provisions of the .. Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a, civi!Jienalty of not more than five hundred-dollars [$500]). -J CV\.<?t:\:-ca -57":!>l 5~,, b,e,,., f/f()'-/ 4r,.ld,,..,r C:: 2~ ~~e:'7-?a--7 Name Address City State/Zip Telephone # State License # (<> &'-l Y. e ~ License Class B City Business License # \~O 3 ~-3 ?-- Designer Name Y8A-Address 144-~ ~i City 4?-1\N Dl-i~/Zip Telephone ~tat~~~;K.s_EeR!,_S~ll,i~~~7:::::'.""." ·,-; ·--;"':-; , ,, .. . ·-·-;-":""', , , . ·, . , ·<-, "-;::;'7'':""':"";~r,· ,~:~~-! .. -,~;~7-":.";;i,.;"<~., s•v,.,..\"~'""',,, •,< ,,,, , • "'"""A...,,.,., ..-., , , , ,,,A(;;.~ ' ,,, >, w.," ~ t, ,,'' ,...., _,,.,,_ ..,,_,...,.,,,.,,,..., .. ,,..,, ,v,_...._,~----.. ~~ .. ~'"''<«•«\-,.,,.P•'W,I ....,.;;;,:...A,.,if<m~<"""'<-_.,<4-..,_:,,,.,w,v,..,,h,...,;...,,.,,,.., _,_.,."l"",.......,,w.,.,, .... .,_ .,,.,, ~,,,,,.,...,_:_,,;, i>l:;,~....,.....w,"'j Workers' Compensation Declaratiqn: I hereby affirm under penalty of perjury one of .the following declarations: 0. 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. e:r ,J have and will maintain workers' compensation, as required by Section 3700 -of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Tv--. ... s.t ... .._±,'.,.,,.;.... I Policy No.-Wc. oq <-I c/ Expiration Date 7-/-'7' g (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the-performance of the work for which this permit is_ issued, I shall not employ any person in any manner so as to-become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand· dollars ($100,000 , in addition to the cost of compensation, damages-as provided for in Section 3706 of the·Labor code, interest and attorn!)y's fees. DATE -5--1'/-"J ~ ..... ~-A:~: -~-~ : _ -A·-~ff ·:2_~ ... ff::2:~· ,:·\::~ .. :~~: ··:z:i~:::::::: ... :::_>i-~:~:l(\'A~~::t:;-:~-~rii::::;1~=--~ti~,;,,~_~;-Tfi\i::::.::~;~-ii~fif:t:±1 0 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 impro'le for, the purpose of sale). 0 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). 0 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. 0 YES ONO 2. ·1 (have / have not) signed an application for a building permit for the proposed work. ·3, I have contracted __ with the following person (firm) to provide the proposed construction (include name/ address/ phone number/ 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 / address / phone number/ contractors license number>=-----------.--,---------------------------~-~----- 5. I will provide some of the w.ork, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ PRQPERTY OWNER SIGNATURE _______ ~----------~---DATE ________ _ ig_QNl-l!!f.[Crurt:u$:~S:~¥1:IP~,FJJ.f!':ff{)ft.~M.$/!1f!!7J~J.~~YJl,.Q!NmBW!§.:.QN),.Y, ':i~~.:l.~f.'."."";,;;,,;:J1,::,'.i:,,:ti;:'~:'.~~,;'2?;~l!,[,21':i.:,~';'.'B',::.~~:;~-ii.,;_'~!;;;!i'r::rfs1-::-J Is the applicant or future building occupant required to submit a business plan, acutely hazardou_s materials registration form or risk management and prevention program under-Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance· Account Act? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control· district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a ~choql site? 0 YES O NO IF ANY OF THE ANSWERS AREY.ES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. L-:&.911.~tB.YPTION::.t:.~NP.l.N~-lA~~R(;J""':-_ · , i ., ~3 ,.,,:;, ==:;:,: ....... ~:: ·. . :::., .::~;-~;-;:;:'.:£.'::-.~~~f~,Tu;TI.C::.,.0;;.~;~'.is..'~fo.:_:~;:r. ·:-..:1;~:,1'::~:!,;'Z~;;-:_:;-:1,:::':i:D I hereby·affirm that there is a construction lending agency for the performance-of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME ~;ISPPLlC~:CER:Tlfl~ .. · :,,~ ... : , ; ·--~ • I certify·th~t I have read the application and state that the above information is correct and that the information on the plahs is accurate. I agree to comply with all City ordinai:ices and State laws relating to building construction. I hereby authorize representatives of the Cit'{ of Carlsbad to enter upon ttle above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY CCRUE AG INST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: Ari OSHA permit is required for' exca ations ov 'r 5'0"·d ep and demo 10n or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the, y,.,ork authorized by such permit is not com or abandoned at any time after thew :.: ... ,---r-r APPLICANT;s··sJGNATURE _.!o,---=-=---i..-1t->.L-..=:......:: __ --::-:,,.P..4,---------~- PINK: Finance I>, DATE _ __. _ _._."'--#---1--=(?)=----'--- City of Carlsbad Inspection Request For: 4/13/99 Permit# CB981087 Inspector Assignment: TP Tith~: ITI 200 SF RADiO EQUIPMENT Description: STORAGE BUILDING Type:ITI Job Address: Sub Type: 1958 KELLOGG AV --- Phone: Suite: Location; Lot Inspector: __ .... /z_J3 ~PPLICANT : DIDONATO ALLEN Owner: I-PAC MANUFACTURING INC Remarks: FIRE APPROVED ON 4/9/99 PER CAROL BURKE Total Time: Cb Description 19 F-in al Structural 29 Final Plumbing 39 Final ·Electrical 49 Final Mechanical Requested By: BONNIE - Entered Byl: CHRIS~N~ / L/ ~ 1 Act Comments / ~fr/&-±·. ---____ _J__ ________ _ ------,--~-----------------------1------------ Inspection History I Date Description Act lnsp Comments 10/23/98 89 Final Combo NS TP 10/2/98 34 Rough Electric PA TP CONDUIT RE0LOC ON R 10/2/98 39 Final ·Electrical WC TP 10/1/98 39 Final Electrical NR TP 9/15/98 34 Rough Electric PA TP 9/15/98 39 Final Electrical WC TP 9/11/98 11 Ftg/Foundation/Piers AP TP SLAB & FTNS@ RADIO BAYS 9/11/98 12 Steel/Bond Beam· AP TP 5/22/98 11 Ftg/Foundation/Piers AP TP DUP SEE 5/21 5/21/98 11 Ftg/Foundatibn/Piers AP TP *PER.PLNREV ~ ... L ) 2::11>~ c.et.lPH-.()V. ~ ~ E ~ .... .... ri .... ~ aJ CL CJ) CJ) .... '° "t ........ C'\l (JI • II) :Jll"} Ill f\J Em .... w :)R ATTACHMENT SEE HOP DRAWINGS PROVIDED Y OTHERS-----..... I\, vV'-,{ ~,", \ s ,---------EQUIPMENT SHEL'TER WALL ----E.OUIPMENl SHtl.TER FLOOR l'-C'\l .... IJ) _____________ :::::,,,""""'_'r---1-l-.,....----=-~'~--c-:------------- 17 :, ;• •.: .,.,, j C ; •,1/ ~ ts) ~ ci z w z 0 ~ pt (/)~ QJ .... ~ :Leo +' ;(I\ o.,a, ::s ..... hJ. 12· Plif·;;,.~11FI'" · 6"x6• W!RE MESl-1 (2) 114 T & B~ /14 ~ 6 .. o/c HORIZ. ,' W/ 64 TIES @ 18" o;c· . . ',&_ . ii~ FOUNDATION SECTION 3 7 1/ 1 ~--· 1 '-o" i .. 6t ttlfr f SAN DJBGO REI.EASE OAlE 3/31/98 CONSl 4/15/98 PERMI DATE 5/21/98 .... IS) IL ~ 0 I- FINAL B~·· LDING INSPECTION 'I.It-~ ~t_:\:,. DEPT: BUILDING ENGINEERING ,~-PLANNING . CMWD PLAN CHECK#: CB981087 ST LITE ~~~ DATE: 10/23/98 ";J PERMIT#: CB981087 PERMIT TYPE: ITI PROJECT NAME: ITI 200 SF RADIO EQUIPMENT STORAGE BUILDING ADDRESS: 1958 KELLOGG AV CONTACT PERSON/PHONE#: C/BONNIE/929-9277 SEWER DIST: CA WATER DIST: CA INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INS:J?ECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: . ' City of. Carlsbad . i=i!OG•hi·M•J4·E•IU,t4hl March 24, 1999 ALLEN DIDONATO 744 G STREET SAN DIEGO CA 92101 RE: BUILDING PERMIT EXPIRATION ADDRESS: 1958 KELLOGG AV PERMIT TYPE: Ill Permit Number: Issue Date: CB981087 5/11/98 Our records indi.cate that your building permit has expired by limitation of time on 3/31/99. PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE within thirty (30) days from the date-of this. letter. The last approved inspection that was called for this permit was on 9/11/98 which has exceeded the six consecutive calendar months as allowed by the Carlsbad Municipal Code, An approved inspection is required on your permit at this time. Please call (760) 438-3101 to request an inspection for your project. If an inspection is not called within the specified time your permit will be EXPIRED and you will need to renew the permit in order to finish the 'project. Attached for your information is Carlsbad Municipal Code Section 18.04.030 which explains at which time a permit is considered expired and the process to renew such permits. Any person holding an unexpired permit may apply for an extension of the time within which he may commence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have preve·nted action from being taken. No permit shall be extended more than once. If you have any questions, please contact the Building Inspection Department at (760) 438- 3550. PAT KELLEY Principal Building Inspector Attachment 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 @ City of Carlsbad . . . i=i!hG•hi•i•J=i·EiiU,i=idl M~rch 24, 1999 NEXTEL 1615 MURRAY CANYON ROAD SAN DIEGO CA 92101 RE: BUILDING PERMIT EXPIRATION ADDRESS:· 1958 KELLOGG AV PERMIT TYPE: ITI Permit Number: Issue Date: CB981087 5/11/98 Our records indicate that your building permit has expired by limitation of time on 3/31/99. PLEASE CALL FOR AN INSPEC11ON IF WORK IS COMPlETE within thirty (30) days from the date of this letter. The last approved inspection that was called for this ·permit was on 9/11/98 which has exceeded the six consecutive calendar months as allowed by the Carlsbad Municipal Code. An appr-oved inspection is required on your permit at this time. Please call (760) 438-3101 to request an inspection for your project. If an inspection is not called within the specified time your permit will be EXPIRED and you will need to renew the permit in order to finish the project. Attached for your information is Carlsbad Municipal Code Section 18.04.030 which explains at which time a permit is considered expired and the process to renew such permits. Any person holding ari unexpired permit may apply for an extension of the time within which he may commence work under that permit when ·he is .unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for ac:tion by the permittee for a period not exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. If you have any questions, please contact the Building Inspection Department at (760) 438- 3550. PAT KELLEY Principal, Building Inspector Attacbment 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 (!) "G"FORCE DAILY INSPECTION REPORT PROJECT NAME: Palomar Airport PROJECTADDRESS: 1958KelloggAve. OWNER: Palomar Airport ARCHITECT: P.B. Architects ENGINEER: NA CONTRACTOR: Chatco Construction PERMIT NO: 98-1087 PLAN FILE NO: NA JOB NO: NA REPORT NO: 1 WEEK 1::NDING: 7-5-98 ****************************** Date: 7-2-98 TYPE OF INSPECTION Structural Steel Time: 4 hrs. Materials/Equipment Used: A36, NR2ll, A500'-B Verified Welder COMMENT$: Inspected the field welding of plate-to~tube column and plate-to-beam, fillet connections, roof level, radio equipment rack, 3-4 (C-D) as per detail A8/Z. · · · :_ · · This-report does not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. CERTIFICATE OF COMPLIANCE I deci~re under penalty of perjury, that! have read this report and know the contents thereof, that all of the statements are true and that I · know of my own personal knowledge that the work during the period cov~red by th~ report has been performed and materials used· and installed conform to the duly approved plans and specifications thereof. Initials\. ( ">:\ Distribution: City of Carlsbad Chatco Construction .C\. 4{j20 Mercury Street -Suite D • San Diego, CA 921.11 • (619) 583-6633 • FAX (619) 569-8026 9540 Center Avenue #100 • Rc;z.ncho Cucamonga, CA 91730 • (909) 481-6833 • FAX (909) 481-4642 Quality • Service • Performance EsGil Corporation 'l.n Pat"tursn.ip 'Ulitft. qovemment for qjuifaing Safetg DATE: 5/S/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1087 PROJEC1 ADDRESS: 1958 Kellogg Ave. PROJECT NAME: Nextel Antenna and Shelter SET:II ~~NT C.::l.~ "O' LAN 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 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 s~nt to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. • Esgil Corporation staff did advise the _applicant that the plan check has been completed. Person contacted: Allen Didonato Date contacted: (by: ) Mail Telephone Fax In Person In person recheck Fax#: • REMARKS: Please have inspector verify the installation of the state approval tag on the prefabricated shelter as per note sheet A-2 for final inspection. By: Mike~uckett Esgil corporafton D GA D CM D EJ D PC Enclosures: log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) _560-1468 + Fax (619) 560-1576 --t EsGil Corporation 1.tt Partne.rsliip witli {jo'lle.mtneitt for '.Bui[i{ing Safe.tg DATE: 4/30/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1087 PROJECT ADDRESS: 1958 ;Kellogg Ave. PROJECT NAME: Nextel Antenna and Shelter SET:I g_AP~T JURIS. D PLAN REVIEWER D FILE D The.plahs 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 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 fbr a complete recheck. • The check list transmitted herewith is for your infor_mation. 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. • The applicant's copy of the check list has been sent to: Allen Didonato 744 G St. San Diego, Ca. 92101 • Esgil Corporation staff did not advise the applicant, except by mail, 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: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Mi~e Puckett Enclosures: Esgil Corporation 0 GA DCM D EJ D PC 4/20/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, Caiifornia 92123 + (619) 560-1468 + Fax (619) 560-1576 C~rlsbad 98-1087 4/30/98. PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 98-1087 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/16/98 DAT~ INITIAL PLAN REVIEW COMPLETED: 4/30/98 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Communications Equip. Room ACTUAL AREA: 200sf STORIES; 1 HEIGHT: OCCUPANT LOAD: 2 DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/20/98 PLAN REVIEWER: Mike Puckett This plan review is limited to the. technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conserv~tion, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with ·the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please ~ote on this list ( or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up· list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad 98-1087 4/30/98 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculatior-is/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Car:lsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, -Suite 208, San Diego, CA 92123, (619) 560- 1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Per the City of Carlsbad request please include these notes on the plan set: • Roof mounted equipment must be screened and roof p~netrations should be minimized (City Policy 80-6). • No wiring is permitted on the roof of a buildjng and wiring on the exterior of a building requires approval by the Building Official. (City Policy) • All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. 3. Provide a statement on the Title Sheet of the plans that this project shall comply with Titl~ 24 and 1994 UBC, UMC and UPC and 1993 NEC. 4. Please provide the shelter fabricator's ICBO approval listing number or other recognized approval agency number. 5. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located .in the plans. ~ _! Carlsbad 98-1087 4/30/98- Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with E:sgil Corporation located at 9320 Chesapeake Drive, Suite 208, San-Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Mike PuQkett at Esgil Corporation. Thank you. Carlsbad 98-1087 4/30/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1087 PREPARED BY: Mike Puckett DATE: 4/30/98 BUILDING ADDRESS: 1958 Kellogg Ave. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN .. BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) . Equip. Shelter 200 CityValu~ 15,000.00 ' Air Conditionino Fire Sprinklers TOTAL VALUE 15,000.00 D 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance:$ 157.32 D 1994 UBC Plan Check Fee • Plan Check Fee by ordinance: $ 102.25 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 81.80 Comn,ents: Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB C;(!J /.°. 81. ADDRESS -------------,---------,--------- RESIDENTIAL RESIDENTIAL ADDITION MINO.R (< $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VI.LLACE FAIRE COMPLETE OFFICE BUILDINC OTHER ----------------,---....;.....,-------,---:--'---"'"'"------- PLANNER -------------,..-------'----'----'--------DATE ------- DATE S-IJ I /1'8 . 7 7 Docs/MlstormS/Plannlng Engineering Approvals ~·· PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB C!B VOBJ Planner C, ~e--ST.H~ APN: &-,\ 8-· V9 'o--c::, \ 'Address .. \9C:J6 ,c..e_t~ ~ Phone (619) 438-1161, extension 44L\:t£ Type of Project and lJse: . 1 f)D~fM;._..,. Project Density: __ --'-t-sf--+..:....~---- Zoning:t8=:.· General Plan: ?I.. .Facilities Management Zone: 0 . CFD lin/ 111'\ . . Date of participation: Remaining net dev acres: Circl O ------- (For non-residential development: Type of land used created by this permit:_-'-----'---,---------------------) Legend: ~ Item Complet~ . ~ Item Incomplete -Needs your action ·itJ D D · Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION: _________ _ Compliance with conditions of approval? If not, state conditions which require action. · Conditions of Approval: Cpl D D Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. __,... ______ DATE ___ _ PROJECT NO. ---------'----- OTHER RELATED CASES:------------------------ Compliance with conditions.or approval?· If not, state conditions which require action. Condition~ of Approval: ---------,------------------------ M D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastc:1I Commission Authority? Y.ES NO If California Coastal Commission A1,.1thority: Contact them at -3111 Camino Del Rio North, Suite 200, San 'Diego CA 92108•17,25; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Fo_rm already completed? YES NO If.Net complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1} Stamp Building Plans as "Exempt" or "Coastal Permit .Required" (at minimum · Floor Plans). 2) Complete Coastal Permit Determination Log as needed. @ D D lnclusionary Housing Fee required: YES __ NO __ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) lZJDD ~DD [Lefoo Data Entry Completed? YES NO {Enter CB #; UACT; NEXT12; Construct housing Y /N; Enter Fee Amount {See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required ______ _ Shown -------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown ------- ~ D D 2. Accessory structure setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required ---------Shown -------Structure separation: Required -------Shown ------- ~ D D 3. Lot Coverage: Required -------Shown ~ D D 4. Height: Required -------Shown ------- 5. Parking: Spaces Required -------Shown ------- Guest Spaces Required -------Shown ------- Additional Comments t?fD D ~DD -------------------------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER C,. ~ DATE . =I,/ rt-4 /qt, J I City of Carlsbad . . . . 98144 . Fire Department • Bureau of Prevention Plan Review: Requirements Category: Date of Report: Wednesday, April 29, 1998 Building Plan Check Reviewed by: Contact Name Address Didonato Allen 744 G Street Diego CA 92101 .Job Name Nextel '------'-----'------------'----'--- Job Address _1_9_58_K_el_lo....,gg"--_---~--'---'--~---Ste. or Bldg. No. ____ _ 181 Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this.report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st ·~---"--2nd'--~-3rd~-~ Other Agency ID CFO Job# __ 98_1_4_4 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ~-,. ,,,,, ' ,, __ _.....Ji!•A"'N.,....·DREW -·· . ' • .RCS SHELTER SYSTEM by ANDREW CO.RPORATION Structural Calculations Revision: Initial Issue Date: 02/17/97 Andrew.;. ANG , 27 Amlajack Blvd. Newnan, GA 30265 Phone: 770-251-8777 Fax: 770:-304-4640 Andrew-ASC 8430 Rovana Circle Sacramento, CA 95828 Phone: 916-381-9378 Fax: 916-381-9380 11 Table of Contents Scope of Design Loads Summary of Design Loads Wind Loads Seismic Loads Roof Design Roof Slab -60 PSF Roof Slab -100 PSF Floor Design Floor Slab -2" Flange / 125 PSF Floor Slab -2" Flange/ 200 PSF Floor Slab -3" Flange/ 125 PSF · Floor Slab -3" Flange/ 200 PSF Wall Design Lateral Forces Shearwall Design Embedded Plate Design Overturning Design Sliding Design Tie Down Foundation Recommendation Slab Type Grade Beam Type ~. 1 2 3 4 5 8 11 15 19 23 27 32 34 39 43 45 46 47 48 • • 1_. l F • • • ~. Page I of 48 Scope of Design This shelter system package is intended to serve as a "Master Plan" to define acceptable structural and architectural construction of Andrew Corporation "RCS" type equiprnent shelters. This calculation package in.corporates all design options which may be a part of the RCS shelter. 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HARDY PANEL SIZE: 200A RCS I 020*-*****-**9 NEXTEL POLES: ·2 VOL,TAGE: 120/240V BREAKER POLES & AMPS 1 PL/20A 1 PL/20A 1 PL/20A 2PL 30A 2 PL 60A 1PL/15A 2PL ;JOA 2PL 30A 1PL/30A 1PL/ 20A 1PL/20A LOAD SERVED MAIN LOAD SERVED BREAKER VOL T·AMPS . BREAKER VOLT-AMPS POLES A ' B SIZE i A : B & CONT . NONC ; CONT . N.ONC 200A ; CONT . NONC : CONT ; NONC : AMPS -~ ;;1,;:t~~- 6084 0 3504 0 7804 [ 0 [ 6304 0 'i. 'TOTAL W = (125%) CONT+ NON-CONT ;TOTALW= 29620 W 'TOTAL A= TOTAL W/240 (TOTAL~-= 123.42 A \MAIN ~EEDER Wl~E SIZE: 3/0 !MAIN BREAKER SIZE: REMARKS !LIGHTS :SPARE !RECEPTACLES jHVAC#2 I " :POWER FAIL \ II :SMOKE DETECTOR ' JRECTIFIER : II I • iRECTIFIER ' .. • ., II 1s~~RE !SPARE IWATTS AVAILABLE: jAMPS AVAILABLE: 200 A DATE 08/12/97 I-• 18380 W 76.6 A r , .. - •• • •• RCS-A.WK4 ENERGY EFFICIENCY CALCULATIONS SPREADSHEET REVISION "A" ·02/17/97 rcAL'.tFb'ffNi;t.;::'.<'. :_-: : ·: , .. :., · i to,,',~~l,< ..... ~' ~,,, '.--, "'H,-t.,.,~.-.< ,..., < , ,., m"r CALCULATIONS BY: AN.DREW CORP. SHELTER ENGINEERING SHELTER MODEL NO.: RCS10200-00000-009 CUSTOMER NAME: NEXTEL COMMUNICATION MODEL: RCS ("W') ("L") -(DETAIL NO.) -("H") 9 ' = WIDTH ("W') 19 ' = LENGTH ("L") 9 ' = HEIGHT ("H") OF WALL 3 '=TOTAL WIDTH OF DOORS IN WALLS DOOR AREA . I 211 ZONE RESTRICTION II~ , ·\!NONE r 11 11 WALL AREA 501 I ROOF AREA 111 I WEIGHTED R-VALUE REF. PAGE ,;R" VALUES .. ···-,t~~: : ~-~~~-~----:-~-11-i-~ . ~~--. 1! Ji=Lbb"FC j~~-·-=~:-~5.41 . 22 I ACTUALVALUES -·· -------· FLOOR WALUDOOR WALL/DOOR -ROOF-. FLOOR-.- AREA Uw I UwAw UrAr UfAf 111 I . 0 .. 10~8 55.7 I 18.64 I . 31.s 1 l,Jw=; tofAL. UoAo 106.0 ACTUAL U-VALUE ·c>.108· WALL ROOF FLOOR DOOR jjr~r-. Uf= 0.109 0.185 0.078· Ud= MAX. ALLOW. CODE UoAo 219.8 !OK CODE U-VALUE 0.330 0.099' 0.179 0.330 ., 'ii- 09/24/97 -···· -:- ··At:apcur -~ _En.gin·e-ering Consulting Structural & Civil Engineering C\6-C4-.31 iOo-L. PROJECT: .... N."§:-~"Ig,..k: ... .... P.~.kQ.t-:1..::;:;:.~ ... 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( ,Z. ~ • \ ) ( l ) (_\ 2, ) :::_ \ / C?C\ z._ . --- u f' L-i FT lt..-ec:C:,, -:::= r I \"1 L u 'T ~, ~} )-z ' -# s = 4-58,4-,,......< - 51'4A Pennsylvania Ave. • San Diego, CA 82103 (618) 284-BBOO · Fax (618) 286-5850 ·AtaQour 1 · Eng-ineering Consulting Structural & Civil Engin~ering C.~e-,C...,\,t_ (e) Rf PL-=-i-,6.cs Kp-L,L -=-. \C::,,o R. 11 srs q -~ . ,- PROJECT: .... Jdg.,~:f.~ ... . SHEET NO .... .;3 .... OF ............. . BY ............ f.f.\E:-:..: .................. . DATE ...... 4.-/~./. :':\.6 ......... . t t ~00 + 1°D + '3S 4- (Z =-,, $SS 7 <:. d<. -:z./ro;-lzr -=2..-z..~~') 5~ )I._?-/ C, (.....cl:, (N61 To ' ~ es uswJ. n 1--Jt. ~~r ~ I / efr/ 1"/ ) CL. -8 (\0)--:,_ tt:\;-.q---#'" '+-,30 I ::.\74 I psp-w1-'--:. o(r(<,,') :i. I c..E!) # I, I ~r~ Co d\.r--..s._, a,,.-.--J 51 4A Pennsylvania Ave. San Diego, CA 82103 • (61 !:;l) 294-8800 · Fax (61 SJ 296-5950 AtaP-our- Engineering Consulting Structural , & Civil Engineering ~ 't~N~ 4t.A-utc.:;. . . . 1-lE.. ·. PROJECT: ............ ~:T..~.J~ .. . SHEET N0 ... :1 .... 0F ............. . BY ......... :J-:-l.~.F.":-i..:-.~ .................. .-.. DA'J;'E ..... ,t.:/.t.c . ./dl.6 ............ . 8 514A Pennsylvania Ave. San Diego, CA82103 (61 8) 284-8800 Fax (618)-286-5950- ATAPOUR ENGINEERING, INC. Cdnsult1ng Structural Engineers Title: NEXTEL, CARLSBAD Scope: NEW BM SUPPORT FOR RACK Job #: 98-0437 Designer: H. A. Misc: Hassan Atap9ur, MSCE, PE, SE Date: 04/14/98 Page: t:3, STEEi;. BEAM DESIGN NEXTEL, CARLSBAD $TLBM Center Span L!~~~ DATA -l~0.00 f~J-AI-SC-Se-ct.,...io_n_·--~-,---w1~!~~~ SECTION DATA---------- Left Cantilever 0.00 ft Section Depth 12.22 in lxx 204.00 in4 Right Cantilever 0.00 ft Web Thickness 0.230 in lyy 17 .30 in4 Unbraced Length 28.00 ft Section Width 6.49 in. Sxx 33.39 in3 Beam Wt.is ADDED To applied loads Flange Thickness 0.380 in Syy 5.33 in3 Live:Load Not Acting with Short Term Section Area 7.65 in2 .r:xx 5.164 in Fy 36 ksi Section Weight 25.97 # r:yy 1.504 in Load·Duration Factor 1.00 rT, y • 1.72 in Beam End Fixity Pin:Pin ------'--,--------------APPLIED L'OADS ---------------- -----'----,'--------'------------Concentrated Loads---------------- Oead Load Distance To Load 0.80 k 1.05 k -. 6.00 ft 12.00 ft SUMMARY USING w12x26, Max $tress·Ratio -82.49.%, Miii.Defl; Ratio -669.28 TABULAR SUMMARY OF LOAD COMBINATIONS Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment . 16.5 20.1 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 5.95 7.21 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear 1.93 40.47 k ..... Stress 0,69 14.40 ksi Moments .. M+@ Center -16.5 16.5 0.0 0.0 0.0 0.0 k-ft Deflection -·0.717 M·@ Center -0.0 0.0 0.0 0.0 0.0 k-ft fb/Fb: %max -0.825 @ Left -0.0 0.0 0.0 0.0 0.0 k-ft tv I Fv : % max -0.048 @Rtght 0.0 0.0 0.0 0.0 0.0 k-ft Min .. DL Defl Ratio -669.28 Shears ... @ Left 1.93 1.93 0.00 0.00 0.00 0.00 k Min. TL Defl Ratio -669.28 @ Right 0.95 0.95 0.00 0.00 0.00 0.00 k Deflection .. @ Center -0.717 ·0.717 0.000 -0.717 0.000 0;000 in @Left 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft -0.000 0.000 0.000 0.000 0.000 in Reactions @ Left 1.93 1.93 0.00 1.93 0.00 0.00 k Reactions .@ Rigt)t 0;95 0.95 0.00 0.95 0.00 0.00 k ~ ::J. ~:L~~•1~~ 00 i i Mmax • 16.54ft-k • 12,00 ft Mmin • -0.00 ft•k • 40,00 ft _::;~1u1n~nm·---Vmax,. t.93 ):cfl)s • 0.00 ft Vmin •· •0,95 kips • 40.00 fl t t Dmox • o.oo.tn •· o.oo ft Dmtn • -0.72: tn • 18.56 ft '"~ 7 I 40.00 I -0.72 fl 0.0 6.6 13.3 20,0 26.7 33.4 40.0 V4.4C1 (c).1983,.96 ENERCALC Atapour Engineering, kw0602551 ATAPOUR E;NGINEERING, INC. Consulting Structural Engineers Hassan Atapour, MSCE;, PE, SE STEEL BEAM DESIGN NEXTEL, CARLSBAD STLBM Title: NEXTEL, CARLSBAD Scope: NEW BM SUPPORT FOR RACK Job #: 98-0437 Designer: H. A. Misc: Date: 04/14/98 . BEAM DATA r=====l ---------STEEL SECTION DATA Center Span Length ~ AISC Section wl2x30' · Left Cantilever 0.00 ft Section Depth 12.34 in lxx Right Cantilever 0.00 ft Web Thickness 0.260 in lyy Unbraced Length 36.00 ft Section Width 6.52 in Sxx Beam Wt. is ADDED To applied loads Flange Thickness 0.440 in Syy Live Load Not Acting with ShQrt Term Section Area 8.79 in2 r:xx Fy 3~ ksi Section Weight 29.84 # r:yy Load Duration Factor 1.00 rT, y 1.73 in Beam End .Fixity Pin:Pin Page: b 238.00 in4 20.30 in4 38.57 in3 6.23 in3 5.203 in 1.520 in --'-----------'--------'-· APPLIED LOADS---------------- --'---'---,-----,--------Concentrated Loads---------------- Dead Load Distance To Load 0.80 k 1.05 k 6.00 ft 12.00 ft SUMMARY ; USING w12x30, Max Stress Ratio -93.92%, Min Defl. Ratio -51.9.93 Maximums ... Actual Moment 19;5 ..... Stress 6.07 Shear 2:20 ..... Stress 0.69 Deflec_tion • ·1.108 fb/Fb: %max -fv /Fv : % max Min. DL Defl Ratio - Min. TL Defl Ratio - 1 I Allowable 20.8 k-ft 6.46 ksi 46.20 k 14.40 ksi 0.939 0.048 519.93 5.19.93 48.00 V4.4C1 !cl 1983-96 ENERCALC Moments .. Shears ... Deflection .. . at Reactions Reactions TABULAR SUMMARY OF LOAD COMBINATIONS M+ @ Gen.tar M-@ Center @Left @ Right @Left @ Right @ Center @ Left @ Right @Left @ Right t I 0.00 ~ Dead Load + Loads Placed as follows Placed DL LL LL+ST LL LL+ST for Max Only @Cntr @Cntr @Cants @Cants -19.5 19.5 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft .. 0.0 0.0 0.0 0.0 0.0 k-ft .. 0.0 0.0 0.0 0.0 0.0 k-ft 2.20 2.20 0.00 0.00 0.00 0.00 k 1.08 1.08 0.00 0.00 0.00 0.00 k -1.108 -1.108 0.000 -1.108 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 0.000 in 0,000 · 0;000 0.000 0.000 0.000 0.000 in -0:000 0.000 0.000 0.000 0.000 in .. 2.20 2.20 0.00 2.20 0.00 0.00 k 1.08 1.08 0.00 1.08 0.00 0.00 k ..... ,,., ......... " ·:].dl·1~1~ Mmin,• o.oo ft .. k • 40.00 ft vV_mmelnx: _2,._2080 ~.llpp•,~ltpps•: 408.0.000ffl~21 .. 028:11n11 · · -r-------......................... , ..... 1111 .... 1111n-n1111-1u1....,1111-r111 DmeX • 0.00 fntn ., 0.00 ft , ..... ,_,,,.,..,,_~ .. ~:::r\: 7 ft ------+-----1----l----l 0.0 7,9 15.9 24.0 32.1 40.1 48.0 Atapour Engineering, kw0602551 ATAPOUR ENGINEERING, INC. Consulting Structural Engineers Title: NEXTEL, CARLSBAD Scope: NEW BM SUPPORT FOR RACK . Job#: 98-0437 Designer: H. A. Misc: Hassan Atapour, MSCE, PE, SE Date: 04/14/98 Page: t STEEL BEAM DESIGN NEXTEL, CARLSBAD STLBM BEAMDATA ,.,., J -----'---------STEELSECTIONDATA Center Span Length -~12.00 ft AISC Section w12x14 Left Cantilever 0.00 ft Section Depth 11 :91 in lxx Right Cantilever 0.00 ft Web Thickness -0.200 in· lyy Unbraced length 28.00 ft Section Width 3.97 in Sxx Beam Wt. is ADDED To applied loads Flange Thickness 0.225 in Syy Liv,e load Not Acting with Short Term Section Area · "" 4.16 in2 r:xx Fy 36 ksi Section Weight 14.12 # r:yy Load Duration Factor 1.00 rT, y 0.95 in Beam End Fixity Pin:Pin 88.60 in4 2.36 in4 14.88 in3 1.19 in3 4.615 in 0.753 in ----------------'----''----------'-'· APPLIED LOADS -~--------------- ---'--------,------,-----Concentrated Loads---------------- Dead Load 0.80 k 1.05 k Distance To Load 6.00 ft 12.00 ft SUMMARY USING w12x14, Max Stress Ratio -79.92%; Min Defl. Ratio -6565.37 . . TABULAR SUMMARY OF LOAD COMBINATIONS Maximums ... Actual Allowable Dead Load + Loads Placed as follows MQment 2.7 3.3 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 2.14 2.68 ksi for Max Only ·@Cntr @Cntr ' @Cants @Cants Shear 0.48 34.30 k ..... Stress 0.40 14.40 ksi Mo·ments .. M+@ Center 2.7 2.7 0.0 0.0 0.0 0.0 k-ft Deflection • -0.022 M~@ Center 0.0 0.0 0.0 0.0 0.0 k-ft -fb/Fb: %max -0.799 @ Left 0.0 0.0 0.0 0.0 0.0 k-ft f.v I Fv : % max -0.014 @ Right 0.0 o.o 0.0 0.0 0.0 k-ft Min. DL Defl Ratio • 6565.37 Shears ... @ left 0.48 0.48 0.00 0.00 0.00 0.00 k Min. TL Defl Ratio • 6565.37 @ Right 0.48 0.48 0.00 0.00 0.00 0.00 k Deflection .. @ Center -0.022 -0.022 0.000 -0.022 0.000 0.000 in @ Left 0;000 0.000 0.000 0.000 b.ooo 0.000 in @ Right -· 0.000 0.000 0.000 0.000 0.000 0.000 in at_ 0.00 ft -0.000 0.000 0.000 0.000 0.000 in Reactions @ Left 0.48 0.48 0.00 0.48 0.00 0.00 k Reactions @ Right 0.48 0.48 0.00 0.48 0.00 0.00 k ~ ~ ::L~m1.1111~b. ffJ i i Mm•x • 2.65ft-k • 6.00 ft Mm1ri • 0.00 ft•k "° 0.00 ft ~11•1m1111 . Vmox • 0\48 ktpa. flo 0.00 ft Vm1n • -0.48 J::fp:s • 12:.00 ft t t Dmax • o.oo·tn • o.oo ft -0.48 1111111111111111111111111 Dmtn • -0.02: tn • 6.00 ft .. ,~ I 12:00 I -o.oz ft 0.0 2.0 4.0 6.0 8.0 10.0 12.0 V4.4C1 (cl 1983-96 ENERCALC Atapour Engineering, kw0602551 ATAPOUR ENGiNEERING, INC. Consulting Structural Engineers Hassan Atapour, MSCE, PE, SE TiMBER JOIST & RAFTER DESIGN NEXTEL, CARLSBAD DESIGN DATA Timber Section .... Depth .... Width Le: Unsupp Fb-Allow Fv-Allow Elastic Mod. Load Duration Ja~tor Stress Ratio CENTER SPAN Span Length Uniform DL LL Point DL LL X-Dist RESULTS- Mmax@ Cntr X-Dist REACTIONS Left: Dead Load Live Load Right: DeadLoad liveload STRESSES Fb •. Allow Fb .. Actual Fv .. Allow Fv .• Actual DEFLECTIONS Center ... Dead Load X-Dist DL Ratio live Load X-Dist lL Ratio Total Defl X-Dist Ratio V4.4C1 (cl 1983-96 ENERCALC Title: NEXTEL, CARLSBAD Scope: NEW BM SUPPORT FOR RACK Job #: 98-0437 Designer: H. A. Misc: Date: 04/09/98 /1/ No1" Yse-o EXIST'G BM/ -5" -1 ~ 2- :5.125x21.0 5.125x21.0 in: 21.00 21.00 in: 5.13 5.13 ft : 20.00 20.00 psi : 2400.00 2400.00 psi : 165.0iJ 165.00 ksi : 1800.00 fBO(i:OO 1.00 1.00 ·>>: .. 1.0 0.96 No Good! -OK-v ft : ;00 40.00 plf : 174.00 174.00 plf : 128.00 128.00 #: 1555.00 300.00 #: 0.00 0.00 ft : 6.00 6.00 k-ih: 781.86 735.61 ft : 19.20 19.73 #: 4801.75 3735.00 #: 2560.00 2560.00 #: 3713.25 3525.00 # :. 2560.00 2560.00 No Good! -OK- psi : 204V 2042.7 psi : 2075;6 1952.9 psi : 165.r.iO 165.00 psi : 94.75 79.88 in: -1.628 -1.450 ft: 19.73 20.00 295 331 in: -1.036 -1.036 ft : 20.00 20.00 464 464 in: -2.663 -2.486 ft: 19.73 20.00 180 193 Page:~ Atapour Engineering, kw0602551 ATAPOUR ENGINEERING, INC. Consulting Structural Engineers Hassan Atapour, MSCE, PE, SE TIMBER JOIST &RAFTl;R DES.IGN NEXTEL1 CAR~SBAD Title: NEXTEL, CARLSBAD Scope: NEW BM SUPPORT FOR RACK Job #: 98-0437 Designer: ~-A. Misc: Date: 04/09/98 US60 NEWBM'S ~ -------. DESIGN DATA---,----1 - Timber Section :5.l25x15.0 .... Depth in ·: 15.00 .... Width in : , 5.13 Le: .Unsupp ft ; 48.00 Fb-Allow psi : 2400.00 Fv-Allow psi : 165.00 Elastic Mod. ksi : 1800;00 Load Duration Factor 1.00 Stress Ratio -> > : 0.59 ---CENTER SPAN .., -OK- Span Length ft : 48.00 Uniform DL plf : 30.00 LL plf: 0.00 Point DL # : 800.00 LL #: 0.00 X-Dist ft : 6.00 Point DL # : 1050.00 LL #: 0.00 X •Dist ft : 12.00 ~--RESULTS--- Mmax@Cntr X-Dist k:in : ft : ---REACTIONS----'-- Left: Dead Load Live Load Right: Dead Load . #: #: #: #: Live Load ---STRESSES--- Fb:. Allow Fb .. Actual Fv .• Allow Fv .. Actual psi : psi : psi : psi : ---DEFLECTIONS --,- Center... Dead Load X-Dist DL Ratio Live Load X-Dist LL Ratio Total Def! X-Dist Ratio in: ft : in: ft: in: .ft :. 234.35 12.16 2207.50 0.00 1082.50 0.00 -OK- 2074.4 1219;4 165.00 42.32 -2.954 22.40 195 0.000 0 .. 00 0 -2.954 22.40 195 Page: 1 V4.4C1 (cl 1983-96 ENERCALC . Atapour Engineering, kw06Q2551 Ataeour ~ Engineering Consulting Structural & Civil Engineering " 3 PROJECT: ... JJ~~1.~k .... . ................... ~k~~ ... .. SHEET NO . .1.Q .... OF ............. . BY .............. r.:\. ,,b.::. .. . . . . . .. . . . .. . . . · DATE. .... ,f../..l.¾-)1.fu ......... .. I I\ ~- I l I ; ll B:-1/.q-s--r\ FF- f>d1H s,.oss ~13-~ cp tyl,& .. 0====c...o==N-=tJ=. ====D=t=.:==-:U...=·;:,;'=1..-=· ========== "'·'· s. 514A Pennsylvania Ave.. San Diego, CA 821 03 (618) 284-8800 · Fax (61 8) 286-5850 Ataeaur Engineering · Consulting Structural , & Civil Engineering PROJE~T: ... ~~t:~ ...... . ...................................................... SHEET NO .... L\ .... OF ..... \.\: ... .. BY ........... td~.A: .......... : .......... . DATE .... 4/l·4-/~·.& ........ . SG-'£. CD Fett C.aN t1'-i ... of- '2.. -:-W 106 r=-~N,_C..1£.. ~ <r G-) fL I w o f=~~*~~~====~dd'·- (t-J ) ~3~·· ~1. (~)S~xZI 6.b..Grj 5)()(£, -4-~ ¾;' ¢ xt2> "'L«,,-1~ -J!-t-------~ , . ----, I I l....-z__('S) 'STL , I C.c:)t-, I T \ I -t '-_--_, c:L oF c6t--4, 1~ 1-1 • co...tt-lEC.--110J ~-rs 7:?~-:-:.i~-J.~ t.. ( ~61'H ,\ Ai--J f" W 1----[ ,.6... . ,L:,...l==>oVG-- <V)LEq toNJ San Diego, CA.~2103 • (618) 284-8800 51 4A Pennsylvania Ave. \_ ~) S~x_34~ G,v6 Fax (61 8) 286-5850 /( l. D '..._ ' .:f-t, C / 7 • 8 ~ A \"\ ~• 8 7 I PACK-UP MATERIALS (IN ADDITION TO ITEMS FROM PACK-UP INSTRUCTIONS) ITEM QTY. IU/M PART NO. DESCRIPTION 2 EA 368024-11 CONCRETE TIE DOWN KIT (4 PLATES) .3_ 4_ 2 TEA -367!:1'76-76.:1-TAN VULKEM 5-1 I EA -CLEAR SEALANT (A211101 •• Q_ QT 367988-30-9 COCOA .PAINT -·- . 7_ 1 I EA TCSTID SURGE ARRESTOR ITCSTID . 8_ 1 l EA 368007-29-1 WAVEGUIDE, 18-PORT 4" . 9_ 2 J EA 367964-4'1 Gr.:lUND BARS 10 11 12 13 14 FIELD SET-UP INSTRUCTIONS RESPONSIBLE PARTY ANDREW ITEMS CHECKED MUST BE INSTALLED AFTER DELIVERY OF SHELTER. ~ FIELD !DRVRJCUSTOMER I REFER TO OWNER'S MANUALS AND/OR DRAWINGS INDICATED. CR.E_W X TIE-DOWN SHELTER TO FOUNDATION X TBANSPORT SHELTER X OFFLOAP SHEL_TER X INSTALl, _ _f:](JERI_Q_R_ UGl·ff, LENS &: BU_l.,_B X INSTAJ.L DOOR CANO_F'(_yij~ROUNO S.TRAP X INSTALL GROUND BAR(S 8 7 6 I I 6 -- REFERENCE ITEM OR DWG# SYS-RCS, SHT 13 OF 15 T-001-1 L-001-3 1) 5 4 PACK-UP INSTRUtTIONS FOR PRE-:--INSTALLJE'o HEMS ITEMS BELOW APPLY TO THIS SHIPMENT. l A) SECURE _6_ (QTY.) FLUORESCENT LIGHTS IN PLACE. B) REMQVE AND PACK THE FOLLOWING. ITEMS 'MTH HARDWARE: QTY. DESCRIPTION _!_ EXTERIOR LIGHT (LABEL WIRES) _._1_ EXTERIOR GROUND BAR(S) _,_ DOOR CANOPY 3 SEE 1 NOTE 2 . I 2 11["'90NS .. T. I ACY 01:SCRIP'IION DAlt -SH I A I APPROVAL ISSUE SH I B I RELEASE JO PRODUCTION DRAWING UST DRAWING NO. SHEET SIZE TITLE OF DRAWING RCS10200-9Q000.-009 1 OF 11 B SYSTEM DESIGN DATA RCS! 0200:-00000-009 2 or 11 B ELEVATIONS RCS10200-00000-009 3 or 11 B BILL OF MATERIAL RCS10200-oooop.:.009 4 or. 11 B CEILING LAYOUT PLAN RCS10200-00000-009 · 5 or 11 B FRONT WALL LAYOUT RCS10200-00000-009 6 OF 11 B BACK WALL LAYOUT RCS10200-00000-009 1 or 11 B ENO WALLS RCS10200-00000-009 8 Of 11 B_ ELECTRICAL SCHEMA TIC C) SECURE _l_ (QTY.) STEEL OOOR(S) 'MTH DEADBOLT. • I RCS10200-00000-009 . 9or11 B CABLE LAODER LAYOUT.DETAILS & GROUNDING 0) INCL,UD~ tau1PMENT WARRANTl~S AND OTHER PERTINENT INFORMATION IN LITERATURE HOLDER. E) INSTALL A~DREW DATA PLATE ON OUTSIDE OF DISTRIBUTION· PANEL. ·F) INSTALL THIRD PARTY INSPECTION INSIGNIA ON FRONT OF l)ISTRIBUTION PANEL (IF APPLIC~LE). G) INSTALL STATE INSIGNIA WHERE REQUIRED (IF APPLICABLE). • -I . :,1 ,RCS10200-00000-009 RCS10200-00000-009 : RCS1020-1-295 L-001-2 T-001-1 SYS-RCS 10 or 11 B _ EQUIPMENT GROUNDING 11 or_ 11 B SHIPPING/SET-UP INSTRUCTIONS. 1 THRU 7 C CASTINGS 1 or 1 ·1 '-I Uf\~ll'IU Ut. ll\lL;) 1 or 1 C I TA.,u.iCDnDT .a. Tint.I nrT .AH c 13 or 15 f' C 2) DRAWINGS IN DRA'MNG LIST MARKED 'MTH AN ASTERISK (•) ARE TO BE INCLUDED ·IN THE SHELTER PACK-UP MATERIALS: ' 3) SEAL ALL OPENINGS PRIOR TO SHIPMENT. 4) P[ACE ALL PACK-UP MATERIALS AS CLOSE TO DOOR AS POSSIBLE ANO SECURE. SHIPPING SPECIFICATIONS 5) SECURE TRANSPORTATION SCREWS ON A/C au1ck-01SCONNECT COVERS • BLDG. LENGTH: 22'-0" W/OUT OVERHANGS BLDG. 'MOTH: 10'-6" W/OUT OVERHANGS OVERALL BLDG. HEIGHT: 10'-0" APPROX. BLDG. WEIGHT: 37,600 LBS. OFFLOADING REQUIREMENTS • CABLE OFFLOAD: REF. DWG.11 L-001-2 FOR CRANE SUPPLIED CABLES, SHACKLES &: SPREADER BAR. .. , . ' •. t.: :: •• , '.i ~;.LJ _--: r,,,,::,·..: ·::-.:.:,.:,::·:~i\:J to tile raq.iiramar.ts found ,_ .. :.,:·, .•... ;,. ,:,:, ;,_,,. ,.,:,,;:. ,:cdr,, 'Lt!e :25, Chap~er_3, Subchapt~r 2. ,. to~ro:..,{!~1 ~J:::::= r::.-~ ~:.:·,'-;nr.~ ;.:1( 2,1,,'!' ... "1? any om:ss;cns or dev1at1ons . ,,m s:a.,6 iaws or yt:,!iu ocr·o ·s 199l Plan Approval No. ft:Jl, ' : ,. i r:;t1.","''IN·i::ERl\1G IMC \., •• ~i.\>• ..;HU .. H ' II~ • :~~ir1;~ ·JAN 311999 I -. --~- .e-... ~llON 1:ln:c~~ lo I 8 A .... s ... ~ARDY T~/10/97 rmu: ococco.., ,-·· SHIPPING/SET UP INSTRUCTIONS I~ 5 l 0 0 ...... ct.... ..,. NEXTEL COMMUNICATIONS 5 l'llOJCCl -D41t 1U( tG. ~ --;.:: .. -: .:-,-~:=:--=-::::·:=...ex::..-:--.. ~===-:=:..-.=-J. WARD 6/10/97 8 _____ ._NOi[ .. n.-........... ....._......., ... ...,-..... ........................ --.w. .............. ~ ...... .........,__ 4 3 ...,.. __ ...,._ 1111( • IOU C-, 2 w::ii£ ,uJl'ICAii" N TS .25=12 \ '"':· G Bl • D D • D • • D Al '\ D • 8 ., 7 6 5 4 3 , .-2 NT.l/1£Y SH I A I APPROVAL ISSUE ANDREW CORPO.RATION SHELTER MODEL RCS 10-200-· 00000-00 FOR THE ~ ~TOT2S,SECTION401S,4018,&4017THEFOLLOW1NG 8YSTD1 PUNS ARE REFERENCED I, ARE TO BE CONSIDERED MAT OP THIS PLAN APPROVAL IF DISCREPANCIES ARI! =:u~ PWlAPPROV~~ PRECEDEN~ &ECnllCAL -----=::::::::: STAT.E' OF . BUSINESS UNIT HEADQUARTERS AND MANUF ACTURIMG F ACILiTY ANDREW -ANG 27 Amlojock Blvd CALIFORNIA ~-f~r~rt~{~_G,jf~-,.; ..... ne30 p;::!n::; ,,~e"G i.ld3r. arprnv;;.d ,,,_c;c,,:;rr.1:r.g to ti1a rsq.liremar.ts found , tho Califorr,l~ Adminbi;.;,~ive Cede Tltle ZS, Chapte; 3, Subchapter 2. f'hls $pprova! doas not autti(>ri.z:e or anr-~~·,,;, any omiss;ons or dsviation"' :,om state laws or valid \cci?.\ c,,--.. -i,-,-·-~,... OCT O 31997 .¾ O·tf-~J> C MECHANICAL :;.?-:: . l'LUll8INca :z: . ,-> DESIGN OPTIONS SPECIFIC PROJECT DRAWINGS SHALL SPECIFY WHICH OPTIONS APPLY TO A PARTICULAR SHELTER MODEL. ALL UNITS OF A PARTICULAR MODEL NUMBER SHALL BE CONSTRUCTED WITH THE SAME DESIGN OPTIONS. Newnan, GA U.S.A. 30265 Telephone: (770) 251-8777 FAX: (770) .304-4640 l-;;~~~~-7i~~~~:_~ ... ±'I~ 0 Plan Approval No. ff 1 fo G.M.J. ENGINEERING, INC. Pt-,C~~i~ .CCNSULTif:2i ~ .. ~-~!-..~::---: ... ~ 21~~c~S,1:.~~/¥g·: g£1 / { ·):/ ·"' F.~?ir!JS JAN 311999 DESIGN CRITERIA FLOOR LIVE LOAD , PSF 200 ROOF LIVE (SNOW) LOAD , PSF 60 MODEL NUMBER DESIGNATION RCS 10 20 0-00000 -009 ~~~:,..J I I STRUCTURAL ELQQR SLAB THICKNESS 2F 2" THICK 3F 3" THICK DESIGN LIVE LOAD PSF125F 125 PSF LIVE LOAD PSF200F 200 PSF LIVE LOAD BQQE OVERHANG OHGIR NO OVERHANG OH3R 3" OVERHANG DESIGN SNOW LOAD PSF60R 60 PSF SNOW LOAD PSF100R 100 PSF SNOW LOAD WA.1.1.S. WALL PANEL THICKNESS 3W 3" THICK 4W 4" THICK 8 INTERIOR FINISHES INSULATION ELQQR £LQQR SUBFLOOR a SFGIF NO SUBFLOOR a R13F NOMINAL R13 FLOOR 0 SFWF PLYWOOD, ___ THICK 0 SFCF CEMENT BOARD, __ THICK FLOOR FINISH a FFTF VINYL COMPOSITION TILE o FFOF OTHER ____ _ .cE.!.l.!fili. PANELLING a FRP50C 1 /2" FRP 0 FRP75C 3/4" FRP 0 CFOC OTHER ____ _ WALLS. PANELLING • FRP50W 1/2" FRP 0 FRP75W 3/4" FRP 0 WFOW OTHER 7 BQQE 0 R2R NOMINAL R2 ROOF a R13R NOMINAL R13 ROOF 0 R24R NOMINAL R24 ROOF WALLS. 0 R2W NOMINAL R2 WALLS • R13W NOMINAL R13 WALLS 0 R24W NOMINAL R24 WALLS 6 PANEL FINISH ELQ.QB. INTERIOR SURFACE 0 FFF FLOAT FINISH a FTF HARD TROWEL FINISH fillQE EXTERIOR SURF ACE a FBR BROOM FINISH WALLS. EXTERIOR SURF ACE • FAW EXPOSED AGGREGATE 0 FSW SMOOTH (FLOAT) 0 FFLW FORMLINER 0 FOW OTHER 5 WINDWARD LEEWARD VERTICAL WIND LOAD, MPH 150 UBC, PSF 48.8 30.5 42.7 BOCA, PSF 60.2 42.0 54.1 SBCCI, PSF 54.5 N/A 63.6 oaac. PSF 60.2 42.0 54.1 SEISMIC ZONE IV uac, COEFFICIENT ·z· .18 BOCA, COEFFICIENT "Z" .22 SBCCI, COEFFICIENT "Z" .22 OBBC, COEFFICIENT "Z" .22 FIRE RA TING OF WALLS 4" WALL {OPT "4w") 2 HOURS BUILDING CODE DATA MODEL EDITION CONSTRUCTION OCCUPANCY/ CODE TYPE USE GROUP UBC 1991 V-N 84 1994 V-N S2 BOCA 1990 58 S2 1993 58 S2 1996 58 S2 SBCCI 1991 \II-UNPROTECTED S2 1994 VI-UNPROTECTED S2 OBBC 1995 58 S2 4 3 WIDTH: 8' -12' EXAMPLE: 11.5' = 115 EXAMPLE 10.0' = 10 LENGTH: 8' -32• SHELTER OPTIONS---------' FINISHED INTERIOR HEIGHT: 9'-6" BASIS OF DESIGN THESE PROJECT DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE "SYS-RCS" REINFORCED CONCRETE SHELTER SYSTEM DRAWINGS (SHEETS 1 -15). SEE "SYS-RCS" FOR ALL TYPICAL STRl,ICTURAL AND ARCHITECTURAL DETAILS, AND TYPICAL CASTING LAYOUTS. WHERE TYPICAL DETAILS ARE NOT APPLICABLE, PROJECT DRAWINGS SHALL SHOW SPECIFIC DESIGN DETAILS. -• C0RP0RATION ~~--JIIIU ;.., (Jlllj~~..,, --CORPORATION __ ..... ":..,tn;~=-=-,Mf l1IQ --- II01ICE: ,........,.._,. .............. ,,.,...,.C:MDC9CDl'Olo\10&. M ~-......,._...,._.. laMI ..,_ ~ .. .__....., .. NOl[W._.-.-~._..w..,..._. .. ....,..i....,._w.._.._....,._~.._ -------~ -.. ................. ..., .................................... ~ ................. ---.. •• s-......... -.. I .. ,. S. HARDY 6/10/97 ococm~ Jo-.11: PMJ.a:ctDcil IDAll'. f"IIO.GJ-IGi ---~ J. :,YARD I 6/10/97 ...... __ ...,.... •• -,csc-] ·2 'ilU SYSTE)½~%,...-'?l TJ NE:XTE~~~l~~Q 9 7 .25=12 ,-; ,,, 11 8 A < ..,. I .I :_. D -., ',CI ~! B A ' 8 @ GENERATOR RECEPTACLE 8 7 EXPOSED AGGREGATE SANO TEXTURE FINISH ------ ------1111111 11111111 I I @ . r b I I ,, I I I SANO TEXTURE 'FINISH ELEVATIO~"A" OPTIONAL~ / EXT. LIGHT~ [] 11 3670 STEEL OPTIONAL DOOR LOCATION DOOR 0 EXPOSED AGGREGATE ~-, I I I I I I ' I '---..J ELEVATION "C" 7 >--,. I :. SANO TEXTURE FINISH SANO TEXTURE FINISH 6 • • 5 EXPOSED AGGREGATE ~CO ENTRY • .. J \EXT. LIGHT 'ob 11 3670 STEEL @:@). - DOOR 0 TELCO GROUND EXIT ELEVATION "8'' EXPOSED AGGREGATE 4 SANO TEXTURE FINISH 3 . 2 A["51(]N5 Nf.,l R£Y O(SCIIPllON OAT[ N'PROVED SH I A I APPROVAi: ISSUE SH I B I RELEASE TO PROOUOTON ~ •, ~ . .-,,,=;··.~~-.. ,11,;;,1.; . ·.: .~ :.: ,:. · • , · .: .. , ;_.,-.'.,. 1:--.·,::·'.)\.'1:;d 0.cccr-r:!!r.g to ti,e require~ents faun( i:; C;:it:i'..,,·.-.i"'· ;.c:rr.'.,.i::;t,.~l!1je Cqdr~ Tilie 25, Chapter 3, S bcnapter ~ • t • • • • • • • ·i:3 ,, PPrD'!c.l (ir.)SG fl::i_ .m,t!1onza er annr,..•,-,, i:<J1j' OffilSSiOnS r 9~vtat1on: u~ffi State' lal;;s or val!U !C<\:1: e~.,., -,---~ ....... .-. OCT 031991 . ~1b ., "~ ' ~~JGINt:- 1 ~D AWOY'~:~ ;;~ l;.M.dr • ~t ING, INC u ~ :r Et§ u ~ :r SAND TEXTURE FINISH =:~r~--, . \ EQUIPMENT ROOM FLOOR PLAN SCALE: 3/8"•1.'-0" INTERIOR WALL EXTERIOR WALL -~ •' C ~ 8' mRY ,e,r 'n ------ ELEVATION "D" 6 5 UNIVERSAL LIFTING ANO TIE-DOI™ LOCATIONS ----I tiQ!ES: 1. FOR IDENTIFICATION/DESCRIPTION OF DOOR (HAROWARft SI~. ETC.), AIR CONDITIONING UNITS, ANO OTHER EOUIPMEl'{T: TO BILL OF MATERIAL ITEMS MilCH COORESPONO TO NUMBER CALL OUTS ON THIS DRAWING. 2. UNLESS OTHERWISE NOTED, PENETRATION TOLERANCE IS ±1 IN ANY DIRECTION. 3. UNLESS OTHERWISE NOTED, ANGULAR PENETRATION TOLERANCE IS -20"+0 (25" TO 451. TIE-001\N PLATE_,,, '" • ~ FOUNDATION NOTE: (TYP • 4 PLACES) (FIELD WORK) l (BY OTHERS) (FIELD WORK) •>llCE: .._ ......... .-.....-.. .....-1,elMOllW~IOIIL MW.-..-_.._.._._.. .... __. .. .., ......... .tllCJlll( ...... _....... ...... .,--..1 ........................ ._.._........., .... -------MIOICW. --. ....................... -. ...................................... _,,_,.,_.. ............... ---.. ..... ~ 4 3 PAINT ALL SAND TEXTURE AND SMOOTH SURFACES COCOA. .-w COAPCRAllON n_,,.~.,.. _ .. __ ,.._.__ ,..,{na)'=1:!om, ---~l~ -S."' HARDY !fl 0/9.7 QCOl(D.,. •-"' EXTERIOR ELEVATIONS NEXTEL COMMUNICATIONS l"IIIIGJ[C1DG11 ___ '"" J. WARD 6/10/97 B • "'°"' -~ ~ .. rl:91 NG.- --····· . ....., __ ....,..,.•aacs• 2 _, N.T.S. 7csio200-ooooo-oog ...,.,.. .25=12 ~ OI 2 11 A ~ ::,;: 0 0 er w 8 7 6 ITEM QTY U/M PART NO. DESCRIPTION . 1 1 EA RCS102D-1-295 CONCRETE SHELTER ,,'. 2 3 1 EA 367981-123CE-6 DOOR, 3'-6"x 7'-o· NH 18GA DOOR, CYL PREP-:-PAINTEO COCOA 4 1 EA 367978-,11..:. 1 SIMPLEX LOCKSE·T . _, 5 1. EA 367991-3 DOOR Q.OSURE, HYDRAULIC, NORTON 1604 6 1 BX 379890..;10-1 HINGES, SS 4 1 /2" CHROME/BRASS D 7 ,1 EA 367981-61,-9 THRESHOLD, 3'-6" ·5 1 EA 379890-12 LOCKGUARO, PICKPLA TE 9 1 EA 367978-66 STRIKE PLATE 10 1 EA, , 367966-35 DOOR CANOPY. 8 .. x 48" -PAINTED COCOA 11 1 EA , -OPEN· DOOR ALARM (367959-1) 12· 1 EA 367991-13 DOOR HOLDER 13 J EA 379902-:-108 UTERA TURE, HOLDER 14 1 EA 367986-318 SYl1TCH,' MOLDED CASE/60 AMP (PART .I00200) 15 6 EA 366175-17-1 LIGHT, INTERIOR FLUOR. W/LENS & ACRYLIC COVER 16 1 EA 366176-78 EMERGENCY LIGHT W/ EXIT SIGN 17 ,1 EA 021930-1 LIGHT, EXTERIOR Yl1TH PHOTOCELL (WEATHERPROOI') 18 1 EA 367986-114 DISTRIBUTION PANEL CO\t'.R , 19 12 ·EA -BULB, FLUORESCENT COOL WHITE, 40W (021550) 20 1 EA -BULB, INCANDESCENT 100W (021570) 21 1 EA 366250-7 SYl1TCH, MANUAL TRANSF.ER SP /200A 22 1 EA -NEUTRAL BAR ASSEMBLY. 200A [368010-1) 23, 1 EA 367986-40 DISTRIBUTION PANEL 200A. 40 SPACE 24 1 EA 367964-28 GROUND BAR KIT, PK23GTA JOIST) 25 1 EA -GROUND BAR KIT, PKOGTA-6 (MTS) (367964-1-1) '26 4 EA' -BREAKER, 15A/120V (021410) 27 8 .EA -BREAKER, 20A/120V (021430) C. 28 29 2 EA -25 PAIR, 25' CABLE (INSTALLED IN RADIO INTEGRATION) 30 6 EA 367986-3 BREAKER, 30A/240V 31 2 EA -BOX, s· X s· (367973-60) 32 2 EA -ALARM PUNCH BLOCK, 66M 50PR (INSTALLED IN RADIO_ INTEGRATION 33 .2 EA -ALARM PUNCH BLOCK COVER ONSTALLEO IN RADIO INTEGRATION) 34 1 EA 368016-4-2 POWER FAILURE ALARM 35 . 1 EA 367989-83 SURGE ARRESTOR, TRANSTECJOR ICP2365 ·35 2 EA 367328-10-4 A/C 3 TON, W/5KW HEAT 37 1 EA -TOWER LIGHT CONTROLLER (CUSTOMER SUPPLIED) 38 1 EA 367961-14 TIMER 24 HOUR 39 2 EA 367986-32 BREAKER 30A/120V 40 2 EA 367316-1-5 A/C INSTALLATION KIT 41 1 EA 367961-30 7-DAY TIMER (LEAD LAG) 42 1 EA 367960-72 APPLETON GENERATOR RECEPTACLE #AJA20034-200RS 43 44 1 EA 021470 BREAKER 15A/240V 45 46 3 EA 367970-67 LUG, 2 HOLE FOR 12 SOLID (367970-67) 47 2 EA E21590 THERMOSTAT, HI/LOW TEMP 48 75 FT -WIRE, 12 SOLID TINNED COPPER (367956-26) 8 49 20 FT 367982-10 TRIM, 1/2" EDGE TRIM FOR TELCO BOARD 50 1 EA 368013-27-4 PANELING, FRP, 1/2" x 4' x 10' (TELCO BOARD) 51 5 FT -2" RUNNING THREAD (367952-22) 52 53 50 EA -HALO GROUND STANO-OFFS (367959-30) 54 1 EA 367970-68 GROUND STRAP. DOOR 55 200 FT -WIRE, #2 GREEN COPPER STRANDED (367956-8) (FOR HALO) 56 75 FT -WIRE 16 GREEN COPPER STRANDED (D23170) 57 3 EA 367990-56 WA\t'.GUIOE COi/ER PLATE, ALUM 25.5" x 39.5" x J/16" -PAINTED COCOA 58 59 4 EA -LUG, 2 HOLE, CRIMP, 12 WIRE (367970-52) 60 20 EA -LUG. 2 HOLE, CRIMP, #6 WIRE (208172) 61 62 2 FT -WIRE, #2 WELDING CABLE (367956-121) 63 3 EA -CADWELO, WELD METAL IXl.65 (379996-4) 64 1 EA 367986-180 BREAKER ENCLOSURE, 200A 65 1 EA 367986-165-1 BREAKER, 200A/240V 66 20 FT -WIRE, 13/0 THHN CABLE (367956-22) 67 1 EA 242315-1 GROUND BAR ASSEMBLY (1/4" X 4" X 12") 68 69 A 70 71 2 EA -1 1/2" PVC TERMINAL ADAPTORS, SCH. 40, (367996-124) 72 2 EA -1/2" PVC TERMINAL ADAPTORS, SCH. 40 (367996-18) 73 74 75 2 EA -GROUNDING BUSHING -2" (367950-15) 8 7 6 5 ITEM QTY U/M,· PART NO. 76 1 EA - 77, 2 . FT - 78 1· EA - 79 1 EA - BO 1 EA - · Bl. . . 82 7 EA - 83 84 2 EA - 85 86 8 EA· 367954-107 87 20 EA 367954-45 · 88 1 EA 367976-45-3 89 20 'EA - 90 10 EA 367954-23 91 4 EA 367954-26 92 ·2 EA 367974-36-:-2 93 5 EA 367954-123-18 94 1 EA 367974-16 95 ,2 EA 367976-45-7 96 1 EA 367976-20-5 97 1 EA 367962-18-1 98 . 1 EA 367962-18 99 100 101 14 FT - ·102 ·2 EA - 103 2 EA - 104 1 EA 368RR13-1020' 105 1 EA 368WR13'-1020-·95 106 1 EA 368FT-1020 107 .1 EA 368P4-1020-95 108 109 1 EA 367968-53 110 1 EA ,367959-24 111 1 EA 367959:-24-1 112 1 : EA 379902-132-2 5 4 3 2 II[- NT.IA£V l)(SCRP!ION OA'lt: DESCRIPTION BOX, 6" x 6" x 4" PULL (367973-60) SH I A I APPROVAL~ ISSUE SH I B I RELEASE 10· PRODUCTION PVC, 1/2", SCH. 40, (367996-,,65) BOX, 2" x 4" WEATHERPROOF (367973-3) ' COVER, 2" x 4" DUPLEX Ytf:ATHERPROOF {367973.,-109) RECEPTACLE, DUPLEX GFI, 20A/120V (366200-63) RECEPTACLE, 'OUPLEX.20A/120V (022790) . SWITCH, 15A/120V (022990) ~ WALL ANGLE, .2" X 2" X 3 1 /2" .. HANGER, HANGER BRACKET WEATHERSTRIP, 3'-0" LONG' HANGER, HAT. BRACKET {J21430) CLAMP, CORNER CLAMP_-SPICE WIREWAY, CLOSING PLATE '(4" ,i, 4") W/0 KNOCKOUTS . CABLE LADDER, 18" Yl1REWAY, 4" x 4" ·x ·5• WEATHERSTRIP, 7'-0" WEATHERSTRIP •. 3'-0" -THRESHOLD FAN OUTLET ASSEMBLY. SQUIRREL VENT FAN 1-4!'"°1'""\;~~\!,,,.,, 11 ~I,) !1930 r;;c:n.:; ;:&,0 t:aG~ ar,;_ir;)ved 8.tccrdrig to tile req.ilr•amants found -1 the Ccli!cmis. Aumini:;trativa Code Title Z5, Chaptei 3, Subchapter 2. r~1is rpproval does not at,t;orlze or anri~~."~ '2-.ny omissions or i.faviations · om sr~,a la•'-'s·or vdi·; t;·r~1 ,., •• ~. "···-~--• •• ,, •• a.. .l', i;u.u, . .,.• . .:. • ~ OCT 0"3 l9j FLEX CONDUIT J/4" (367984-1) 3/4" STRAIGHT. CONNECTOR (367984-2) UNISTRUT 1 5/8" (36801:7-22) CEILING INSULATION & FRAMING KIT WALL INSULATION:& FRAMING KIT Ptai, Approval No. \2?f 1_k (;.M.J. ENGtNEERlHG, iNC. FLOOR TILE Kl T 4/8" INTERIOR FRP KIT FIRE EXTINGUISHER, 20 LB., CO2 e~~ir~$ SMOKE DETECTOR, 12DVOC SMOKE DETECTOR RELAY BATTERY ROOM SAFTEY KIT DRAWING NUMBER SEQUENCE: RCS1020*-*****-**9 THE (B) (•) WILL INDICATE WHAT OPTIONS WILL BE REQUIRED IN EACH SHELTER -THE SPACES WILL HAVE A 0 IF THE OPTION IS NOT REQUIRED AND A 1 IF IT IS, JAN 311999 A (9) WILL ALWAYS BE THE LAST DIGIT. THE SHELTERS WILL STILL BE STANDARD HEIGHT OPTIONS OPTION #1 CHANGE FROM BEST TO SIMPLEX LOCKSET & FROM MORTISE TO CYL. PREP DOOR OPTION #2 DELETE ONE (1) HVAC UNIT OPTION #3 ADD ECONIMIZER TO ONE (1) HVAC UNIT OPTION #4 ADD ECONIMIZER TO TWO (2) HVAC UNIT OPTION #5 WASHINGTON PACKAGE: (THIS MUST BE SELECTED IF THE SHELTER IS SHIPPING TO A SITE IN THE STATE OF WASHINGTON) OPTION #6 INSULATION UPGRADE (FROM Rl 2 TO R22) OPTION #7 DELETE TRANSTECTOR & Tl SURGE ARRESTORS OPTION #8 MOVE DOOR TO ENDWALL - -· C0APORA!ION .. -i:-t:i...i~~ OlMlli.,. S. HARDY oir:Cim.., i:'nJii:il .... 6'/J0/97 "iii,11{ ·041t· trtu: BILL OF MATERIALS NEXTEL COMMUNICATIONS ,------------------------------------l,.,_.=.,=-=----,l, .. =1e----h.,.,,,.,r;,ao;;;;.,....----,==n.._. ... ..------------j :: .. --:.:.-:--,.::=:..:.:_=,:~~.!.-:, .. :.=:~=::.,•.,:-J. WARD 6/10/97 B _,,_ ............. 1--.......................................................... _..._. .................... _.. ... ,.,,....._ 4 3 ...... ._ ...... ..,_...-::.aoac-a 2 ..... N.T.S. .25=12 C 8 A m (0 :;: 0 0 De ... D ... c -1 B 8 7 GENERAL NOTES ~. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 112• OR AS NOTED. UPSIZING IS PERMITTED. LA Y'.OUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / -1 /2" UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" xs· OR SMALL:ER SHALL NOT BE INSTALLED ON PANELING TRIM. . 3. FOR RECTIFIER DROPS {STARTING ON THE LEFT AND PROCEEDING TO THE RIGHT: lIBQEJ1 -COIL 7 FT OF 3/4" SEAL-TIGHT FLEX. RUN RECTIFIER fl c!c #2 THROUGH DROP fl·. p g" 18" (TYP) (TYP) 5 4 3 228~ 13" (TYP) . '· 2 .. NT. I IIEV .~ SH I A I APPROVAL ISSUE SH I 8 I RELEASE TO PRODUCTION ,--1-..... OPTIONAL WA VE GUIDE LOCATION LABEL EACH DROP AS TO IT PROPER CIRUCIT c!c TY-RAP END. • • ; • • • • • • • • • • ~ • • : • , • •• • • • • •• • • •• ,. • • •• • . . . •. . . ' , . . . . -... -. EXTERIOR DIMENSIONS FOR RECTIFIER fl (CKT fl 7. & 119}: , • ~ PULL 2 #10 CONDUC::TING WIRES 5 FT PAST END OF FLEX. I ., I ,. PULL: 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. · 0 FoR RECTIFIER 12 <CKT ,,a &; 120}: HVAC I I I' I PULL 2 flQ CONDUCTING WIRES 5 FT PAST END OF FLEX. · ~-7 PULL 1 1,10 GROUNDING WIRE 5 FT PAST END OF FLEX. I I t------1 I I · I I DROP #2 -COIL 7 FT OF 3/4" SEAL-TIGHT FLEX. RUN RECTIFIER #3 c!c #4 THROUGH DROP f2. LABEL EACH DROP AS TO IT PROPER CIRUCIT c!c TY-RAP END. FOR RECTIFIER 13 (CKT 122 &; 124 ): PULL 2 j10 CONDUCTING WIRES 5 FT PAST END OF FLEX. PULL 1 fl0 GROUNDING. WIRE 5 FT PAST END OF FLEX. ~ "I II I II 11 'l::t • I I _ ....-.... "' FOR RECTIFIER 14 (CKT 126 & 126): PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. PULL 1 #10 GROUNDING WIRE 5 F.T PAST END OF FLEX. HVAC 4. SEE SYS-RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. (2 PLACES) (SEE NOTE #3)~ 102 ... nor, I ll(c:tnll I C:...:1 I I c•:;,n I 1 : I 18" I J .. ' . . . OPTIONAL WAVEGUIDE LOCATION 68 1 /2" I I I 2 -3/4~ EMJ ..__ ------ ...... -... •_ . ~- "' DOOR '-.. '-.... {MOUNTED ON 4x4 BOX) .......... CEILING_./FLOOR I I I i .. :~· '. 7 {1(~_:,'~-<> ·/ ( ;),~;.~/f'. I ·~ " .i':~\' . .,. , .... ~-. . .,-... : .. : . · . ._,:.:.-. ·3/4", .· -· . }:'·.,..· . ,; :, ... ~ ~·--"J ,,;' ._'.~~ <~ .;--, ,,. . ~ ~~ ..• ,~~~:...~....,. .... ,::~J~-}-- .. .. ...... 0 BID ~~~ . _/_.}' ':.-:-.."" ? .... s/)'9 ~/ ~~ _,;:;,· . ~ % "' ORA• BY lnl [ffi ltl I!! LENGTH: 20'-Q" r--j"§;' ~- "' c. WIDTH: 10'-Q" HEIGHT: 10'-5" '.; l~TERIOR DIMENSIONS \ LENGTH: 19'-0" WIDTH: 9'-0" HEIGHT: 9'-2'' --, / OPTIONAL DOOR / LOCATION ONLY USED IF END WALL DOOR IS SELECTED • SYMBOL LEGEND 4"x4" iUNCTION BOX ~ 20A 125V DUPLEX RECEPT. IN A 2"x4• BOX 20A 125V SINGLE RECEPT. D 2"x4" JUNCTION BOX IN A 4"x4· BOX 20A 125V DUPLEX RECEPT . III 1 SA 120V LIGHT SWITCH IN A 4"x4" BOX IN A 4"x4• BOX 20A 125V DOUBLE DUPLEX [l) 2-15A 120V LIGHT SWITCHES RECEPT. IN A 4"x4" BOX" IN A 4•x4" BOX 20A 250V SINGLE RECEPT. IN A 4"x4• BOX Ill 15A 120V LIGHT SWITCH IN A 2"x4• BOX 20A 125V SINGLE RECEPT. 0 HINGE COVER BOX IN A 2"x4• BOX (HINGE TO LEFT IS SHOWN) DATE I I; i i I ~ I ·i I 51 I I I ·i I 51 I ·i __ ,.~:. ,'t-~ S. HARDY 6/11/97 ANDREW CORPORATION 27 Amlajodt fllwl C ' -L:J----t:::J-~ _J I I -.;;_;:_1_ --I-~ ---I Al I'. 17 ,-I- _j ,,;_{.{-:,· .1 <5:?> OE0<£0 BY DAlE l'ROJCCT ENCR DATE Ncwnon, CA U.S.A. J02&~ ~~r;fo, (~~1.r.loll777 A L _J : : I IL _J t.Yl!tEI el M2:ME?tl (FOR REFERENCE ONl \') 8 7 6 I I ~I 21 6a:M£HI (FOR REFERENC( 0Nl. \') _ 5 4 :..-.:,1;"' (,,::.t· 3 lfTL.E PflOJEct WC11 DATE REFLECTED CEILING m r-- J. WARD 6/11/97 NG11Ct, ~-------NEXTEL COMMUNICATIONS ~ :.,.~.._.......,:._~~~= ~ ............... ~ ............................. 1--~-------------------i ...... ~~~?-~='L "; IFCSN ""-OIIARCsro200-ooooo-009 : UNLESS OTH!:RWISE SPEClfl£D DIMENSIONS AR!: IN INCHES (MM) 5CA4;. Pl.OT SCAI.( ISUT Cl! !l .:i/8"=1·-o· .25=12 4 11 ~ 2 1 D ,C ->'. 8 Al 8 7 6 GENERAL NOTES 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1 /2" OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. . - 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / -'-1 /2" UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" x6" OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. 3. SEE SYS-RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. 4. INSERT ROMEX CONNECTOR IN KNOCKOUT IN 6X6 BOXES TO ALARM BLOCKS. IDENTIFY THE SHELTER ALARMS & PIGTAIL 2' Qf ALARM WIRE IN 6" X 6" BOX FOR FUTURE TE~MINATION IN RADIO INTEGRATION. 5. SEE SYS-RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. 0 ..... -.... N ....... .~-.--,---------- ~ in ~-,-------- :..i-v ONLY USED IF END WALL DOOR LOCATION IS SELECTED SYMBOL LEGEND 0 4"x4" JUNCTION BOX i] 20A 125V DUPLEX RECEPT. IN A 2"x4" BOX lMJ 20A 125V SINGLE RECEPT. IN A 4"x4" BOX D 2"x4" JUNCTION BOX ID) 20A 125V DUPLEX RECEPT. [I] 15A 120V LIGHT SWITCH IN A 4"x4" BOX IN A 4"x4" BOX ~ 20A 125V DOUBLE DUPLEX RECEPT. IN A 4"x4" BOX [il 2-15A 120V LIGHT SWITCHES IN A 4"x4" BOX If) 20A 250V SINGLE RECEPT. m 15A 120V LIGHT SWITCH IN A 4"x4" BOX IN A 2"x4" BOX I!! 20A 125V SINGLE RECEPT. IN A 2"x4" BOX 0 HINGE COVER BOX (HINGE TO LEFT IS SHOWN) 8 7 Jrl._ 0 38" 42" 67" 6 88" 5 Q) 4 2 ... 1 • l ,1 -· t ::1 \ .,J ·11 ~-u ft(\1SIONS The3e ~:;..... . ::' ;:~:-:, f:.d ~1:.c:.::r-r.!:ng tr; t!1~ r(;lqJiremar.ts •1.1t11EY -i.. OESCRlflTION OAT£ L, t'ie Cati{,,, . _, · .. ,,,.-,-·.-.--,,~,--.-,,Cud•:: Tiild ~~5, Chaptei 3, Subcha,lsi-~ APPROVAL 1ssuE _ - 0 'fnis z,ipr.0\-::1 ._,,,:!:·;, r•(:: .-_. :---,--;v:,,, ;:,r 2•!l'"~-•,0 any omissions er ::favi'811,. -'l RELEASE ro. PRboucr10N 1.·om state ~a-'ft$ tJ); ;:atL .:. -~ -:-~~-: ~ ~--~--~ _ OCT 031997 Plan~~¥:aHio. -ef 1 ~ ..... ~111.J. ENGiNEERiNG,j1NP, I ;;@.:-:iSS·n _ ':;:,1.:~~I I E~9ire13 J~N S 11999 109 1 /2" r;=----~ 1LJ1 1· l: ~-=--~ ~ WAVEGUIDE COVER PLATE ~ 18 PORT -4" CONFIG. \::!..:,) ·---1F ~~OWN INSTALL WAVEGUIDE AND . INT. & EXT. GROUND BARS \ AT CUSTOMER SPECIFIED LOCATION. {DURING RADIO INTERGRA TION OR BY OTHERS ON SITE.) 1-I ~~--SEE NOTE #4 D 17" 30" TELCO BO~~ 4' X 6 ~ <X) ~1 i-r) N ...... ...... EXTERIOR DIMENSIONS LENGTH: 20'-Q" WIDTH: 10'-Q" HEIGHT: 10'-5" D C ,, 8 4" TELCO ENTRANCE TELCO GROUND EXIT s.:r 76" INTERIOR DIMENSIONS LENGTH: 19'-o" WIDTH: 9'-0" ~ FRONT WALL ELEVATION 5 4 3 OIIA .. -.w--I DATE S. HARDY __ ~/11/97 01EOCED BY I un ·~ PRO£cf-£HCR DATE Till,£ fltlO.CCl~ DATE HEIGHT: 9'-2" ANDREW CORPORATION 27 Amlajocl& l!hd N...,an, CA U.S.A. 302fi5 Totophanc (770) 2s1-11n1 FAX1 (770) 304-~0 FRONT LONG WALL LAYOUT liJ A J. WARD ~-NEXTEL COMMUNICATIONS ; :=..~--=--=--~'=" 0 6/11/97 ...__,.....,._.....,i....,.r.-e1N01CW... 0 .. ..,.~--'-..,.... .. __.. ·-......... i-,,.,--------r==~==-------------1<:r ~--:_ ~~ '-"-= .:;-,_-:, SIZE fCSM HO. DRAWHI HUIIGER W :-:-:-.::=:.:.::..· .. ::.:::-..::--B RCS10200-00000-009 ~ UNl£SS OTHERWSE SPECIFIED DIMENSIONS AR£ IN_ INCHES (1111) ~;a·=1·-o· 2 Pl.OT SCA1.E SHC£T OF ~ .25=12 5 11 ~ 1 D C l B Al 8 7 6 GENERAL NOTES 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2" OR AS NOTED. UPSIZING IS PERMI-TT~D. LAYOUT LOCATIONS ARE FOR "REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / -1/2" UNLESS OTHERWISE NOTFD. BOXES OR RECEPTACLES 6" x6" OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. . .3. SEE SYS-RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS: D [g1j rm lffl !!I l!l 00 <.O SYMBOL LEGEND 4"x4" JUNCTION BOX !j 20A 125V DUPLEX RECEPT. IN A 2"x4" BOX 20A 125V SINGLE RECEPT. IN A 4"x4" BOX 0 2"x4" JUNCTION BOX 20A 125V DUPLEX RECEPT. IN A 4"x4" BOX [D 15A 120V LIGHT SWITCH IN A 4"x4" BOX 20A 125V DOUBLE DUPLEX RECEPT. IN A 4"x4" BOX [l] 2-1 SA 120V LIGHT SWITCHES IN A 4"x4" BOX 20A 250V SINGLE RECEPT. m 15A 120V LIGHT SWITCH IN A 4"x4" BOX IN A 2"x4" BOX 20A 125V SINGLE RECEPT. 0 HINGE COVER BOX IN A 2"x4" BOX (HINGE TO LEFT IS SHOWN) 8 I 7 I .19" I .. 6 5 CKT. #6 33" • I • 81'' ~ BACK --··- I 5 . 4 2. NT. I ACY ., APPROVAL.. ISSUE , . · • ·· :, ·• "-1,r 1, ;,.;.,~-; ·n "~" ,--·.---·. -1 ., .• ,. •• , •• ,, ., ~~ ·~-, .... • .-~.-·~ • \:\..,,..1 RE· , .l••• ·'·"· . ,,.,, .,.cw·"'"g w ,.,e "'""''"'"""~ 104,, • i ""'' ro,,. Li tt,e Caih , , . , •·"" , , ,. j n C ,._1.Till• ;.5, Chapter 3, subchapt< """"""' . ~-·h' · , · · · · · a ·1 " 1 , ,s ,pprc•,c., "" _,, r. ,. ,. , · x•·,e ,~ ,~~··• f5fl orn1Ss100S or "'"" !"'l I ______ 1 ' " ,,om s~at• 1aws 01 '"QCl ()'s°'\99l · /i . -' ,,? i rt\'~\~,-ce,\•rt,· \Ml" v-~~i.J, C\'1\.1 l~t,.,_n 1'¼ , B~V· ~J:- PtanApprc•ai No. ·~ J~t\ S 1. 1999 "!'!,,, '--:, EXTERIOR DIMENSIONS e?W:l'> 228" ~ WAVEGUIDE COVER PLA Tt· \::!__:.) 18 PORT -4" CONFIG. 9" I __ · _:J ~' ·_:31 IF KNOWN, INSTALL WAVEGUIDE AND~ . INT. & EXT. GROUND BARS AT CUSTOMER SPECIFIED LOCATION. (DURING RADIO INTERGRA TION OR BY OTHERS ON SITE.) CKT. #6 3/4" A. II a rol'§;' ~c LENGTH: 20·-o" WIDTH: 10'-o" HEIGHT: 1 o· -5° INTERIOR DIMENSION$ t ' \. ~.-: . LENGTH: 19'-o" \ WIDTH:· 9'-o" HEIGHT: 9'-2" 0 " l . 81" . I • 33" • l "---1" PVC SCH 40, PENETRATION @ 45" TYP. 5 PLACES WALL ELEVATION --8T DATE ,,.,, S. HARDY 6/11/97 ANDREW CORPORATION .... ~••••w 27 Amlojock Bh,d 01[0C[O 8T DATE Ne.non, CA U.S.A. J0265 Tolepllone: (770) 251-11777 FAXf (770) 304-4640 P!IO.CCT £NCR DATE nu BACK LONG WALL LAYOUT PflOJECT IIGII DATE J. WARD 6/11/97 NEXTEL COMMUNICATIONS ~~-i:.-:c--.:=-:.a.":.":" ....... .._...,...... ..... ,. .. .,NOl(W .... .. ...,..-..u.~ .. ~ ................. .. ,_..._.._,_....,,........,.ffMl....,_.,_IIIM ORAW«:NUIMIER NOl[W. ................................. D C B IA m Cl st 0 0 a:: w ,....._._~ ____ ............ ~ __ .,..,.,_..~---~ ii'=~ RCS10200-00000-009i UNlESS 01H£RYIISE SP£0F1ED 3/8"=1'-o" Pl.OT 5CM.£ I '5H££T aF ~ DIMENSIONS ARE IN INCHES (MIi) .25=12 6 11 t 4 I 3 I 2 1 D N ~1~ ~c C -! B A 8 7 GENERAL. NOTES 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2• OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. 2. ALL BOXES. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / -vr UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" x6" OR SMALLER SHALL NOT BE-INSTALLED ON PANELING TRIM. 3. SEE SYS-RCS, SHEET 1o·FoR INTERIOR FINISHING DETAILS. 4. COIL 1· STRAND OF #12 WIRE 5 FEET FROM. CKT. #21 FOR FUTURE ·CUSTOMER USE. ALSO COIL (1 STRAND EACH) #10 GROUND AND flO NEUTRAL WIRE FROM SAME CIRCUIT. 5. SEE SYS-RCS. SHEET 10 FOR INTERIOR FINISHING DETAILS. 12" (TYP) -----7 I ' m : : : rn l· I · I liil. : nl LJ I I ====:::::,:;, I I o I-----+--+----i o,____. , I ----i ~1--_ _..______, __ 0 I I I 6 L _ I __ J L ----J----.. 49" r-- 8 (EXT. GFI) CKT. #5 ~ LEFT END WALL ..,. N 7 I 6 5 4 3 2. 1 R(1dONS .. ,.1 R(Y ·'-OCSCRIP~ . DATE -0 SH I A I APPROVAL ISSUE SH( B (RELEASE TO PRODUCTION ., ;" ,, _,;~·.., ;..;,i.J Toe3-o -;:-:;:n. . . · .,: y;;V'c-':: ,,cc:.::-r,dcg t-:i li10 requiiements fo~~:ct~!l=f ====================~===t~===j i.1 the Caiifc:"',.; ;.-,.->;,·,:-;',,,,..,.J::~ C-t:~;;,) T\tie ZS, Chapter 3, Subchapta !! I I ,.i .. 9prov., ",,,;,,-, ", ... , °'"" " .m.,-.... _ny omissions or da·,ia•Lns . • _ I 1, om stat• laws ona:,c , .. , .. : · .. · .. · : . : _ OCTOS 1997 · · ··- Plan Approval ~lo. ~~ ....,.il!i.J. ENGiNEERiNG, 1NC. E~?lr8;, JAN 311999 r.::n DRILL HOLES IN PLATE ~ TO MATCH WA VE GUIDE PLATE 8'' , 11" I IF KNOWN, INSTALL WA VE GUIDE AND INT. & EXT. GROUND BARS AT CUSTOMER SPECIFIED LOCATION. (DURING RADIO INTERGRA TION OR BY OTHERS -ON SITE.) ,V -~-t-------- lL----~·-r,=======~~P- EXTERNAL ACCESS TO DISCONNECT CIRCUIT REAKER ON EXTERIOR OF AIR CONDITIONER CABINET (TYP. BOTH) CX) l{) SEE .NOTE #4 CKT #21 .L -=---=---=-Ir-------7 111 ===~=~ 111 11r-T -----:::1 11.i. I I i, I 11 I 11 1l•t,®1 1111 • I OPTIONAL l :S1 I ~JI I ft DOOR LOCATION 11 r'fP,I ~: I I I I I I fl I I ''T \ 3/4"' 1 I y ~~I I I I 36" REMOVE THIS CONDUIT RUN IF ENDWALL DOOR LOCATION IS SELECTED ORA• SY DATE ~ ]I I ft 4" 6" 17" -:.,. . ..,. -:.,. l{) r---0, 0 ~ RIGHT f#' END WALL S. HARDY 6/11/97 --~ •...• CHl:0<£0 BT DATE PR0£CT EHCA DATE TITl£ ANDREW CORPORATION 27 Affllojock llwl Newnan, CA U.S.A. 30265 J'tx"f'~"'o) <~~lf.loam ... l'RO.CCT""" DATE SHORT WALL LAYOUTS J. WARD 6/11/97 NEXTEL COMMUNICATIONS ~~-=--===-:-... -:.,:, ...,.1a,. ..... ..--,1111-rwc.rNOlf;'W ... _...,.~__. ..................... i. ........ ................. ......, ................ DRAWH. NUYOER NOlltW. 1---........... -----...., -.. D C I A CD 0 N "<t 0 0 a:: w ,..,..,..._~---------!-.... ~ ....... ~..._,.--....,.....,, 9; 1·=·~ RCS10200-00000-009 ~ UNLESS OTH£RWSE SPEClflEO ""'5/B"= 1 • -o· PLOT SCALE I SUT 7 <Jf 11 ~ DIMENSIONS ARE IN INOIES (1111) .25=12 5 .,. 4 I 3 I 2 1 D C -, B A 8 I. COUW:RCIAI. POWER TO BE "'STAU£0 SY OTHERS"' ACCORIIANC( •TH ,_ NEC. 2.THEINCOMOIC 5ERIIIC( AVAILAII.E FAU(T 0lRRENT SHAU. IIE 22.000A RIIS IIAX. :r~i:v~ CONTRACTOR OR INSPECTOR. #2 7 ,Ll L2 NEU!_ GRD @ I 6 MANUAL TRANSFER SWITCH I r;;DR-;._--7 I I i I ! - I :111~:J\ C(N. REC. : ~ _ -EXTERIOR OF SHELTER C .. =.I 5 r3/0 12 @),,.,,., I ~ 1 'e:/ 1 GJ I @~, 1 ,7nnA, -1 20A I 1 21 20A -------------___________ J SPARE I r,. I ,....._ #J/Q I I INTERIOR OF ·sHEJ4R ~ 20A J 420AI ,--------------·~flllat.ff #8 1 4 3 "°"'' LI APPLETON AR20034RS (J&'IM0-72) FRONT EX'IERIOR W:W or CENCRATOR Rt:CEPTACl.E EMERG£NCY LIGHT @ INTERIOR LIGHTS ~ 2 OC"'90NS NT.I ocv DESO.IION SH I A I APPROVAL ISSUE SH I B I RELEASE TO PRODUCTION ALARM NOTES 1. ALL ALARM 'MRE TO BE 22CA SOLID. 2 ' ~~~~ ~ii';E~~ 1 =ofr~~~C:!~ONQ.OSED 3. LABEL tNOl\,&JUAL Al AAMS AS LISTED. 4. CONNECT ALARMS TO LEFT SIDE Of •55• BLOCK. EXTERIOR LIGHTS @ --·--'-• DAit IZICMTa .. -- - --, ... 10ltl·-UOl1S,_ NOTE: BEFORE : POWER IS 1 CONNECTED, I LOCATE Tl:tE : FAN TIME 1 DELAY RELAY 1 IN BOTH UNITS. I PULL BROWN : ~~ -c.l!,I ~!•· RECP GR0~~----1........;("' 'ii i SPARE -I 20A 5 6 20A I BLK ~......... .........7 GFI RECP -.,. I 30A 7 8 30A 1 ~= RECP GROUP /11 l-S/N@ \·: \. lOIOIICACDlfM. 10C•s-.rA1.. """' --~ -·==-rnAWJ 'MRE LEADS 1 OFF TERMINALS ·1· Nj!i 1&5. 'MRE -I NUT THESE : TWO LEADS I liEillMiS TOGETHER. I HEAT: 15T L OiEO< F;:::T'«ll.T~ jl I~ I BETWEEN ,a TERIIINAI.S ~ ZERO '«JI. TS BETWEEN 19 ·TERMINALS •IH A \C UNITS at BEFORE CONNECTING TO THESE TERMINALS. ~ .............. ___ _.~ i ! l 9 10 l I -• 0---, GOA In 121 f I #2 I I /_ [13 141 A ~o GROUND ! I _ -I I S/G 1 TO NEUTRAL~ I @suRC( ARRESTOR ~ I I~ I .t I TO ALARM {~ ~ PANEL --t!_~ -:__J NOTES: · 1. ALL WIRE COLORS FOR 16 ANO LARGER SHALL BE MARKEO AT -40" INTERVALS MAX. ., 2. GROUNDING BUSHINGS MUST USE THE SAME SIZE OR LARGER GROUNO WIRE AS ON SERVICE ENTRANCE, OR LARGEST SIZE ACCEPTED BY BUSHING. 3. ALL WIRE (UNLESS NOTEO OTHERWISE) IS TO BE: • /12 AWG. • STRANOED. • THHN ONLY • SOLID, FOR THERMOSTAT ANO ALARM WIRING (22 GA MIN.). ONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF ONDUIT AND FITTINGS IS 1 /2" OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCA l'iONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. NORMAlL Y CLOSED NORIIALL Y OPEN COIL 5 FEET FOR FUTURE USE (TO 4x4 BOX ON ENDWALL) 6. ALL ALARM WIRING INSTALLED BY ANDREW IS ASSUMED TO BE CLASS I WIRING PER 1996 NEC 725 UNLESS OTHERWISE SPEOFIEO BY THE CUSTOMER AND NOTED ON THESE DRA'MNGS. 7. Vt1RE COLORS ARE AS FOLLOWS: • ALL PHASE •A• WIRES ARE TO BE BLACK. • ALL PHASE •a• 'MRES ARE TO BE RED. • ALL PHASE •c• 'MRES ARE TO BE BLUE. (IF APPLICABLE) • ALL GROUND WIRES ARE TO BE GREEN. • ALL NEUTRAL WIRES ARE TO BE WI-IITE. • ALL SWITCHED 'MRES ARE BE YELLOW. 15A ~-u ,10 I JOA ~ JOA I 110 ~ 21 22 :t-:· ,...._ 25 2sl JOA !"" Io I I I 20A I I I ?\an r,,99to'i~\ ,-to. SPARE I t""' 27 28 I A 0 I 20A 20A I SPARE I t""' 29 30 ;::..,,.,.11""'' ,.....,. I .. , ..... ,. O I SPARE I I 31 A 32 18 ----- :,;:,:~, I } TO \ 7-DAY TIMER ...... ...... ,,._ ,,._ #22 ~}TO ALARII PANEL PQClltFM. ® __ fl _____ BLK /' -, --~ ' J ____ ORG I \ --·-\ I I -~T_\_. : SMOKE I • S/N-t ', / DETECTOR 11!! IC) I :-____ _, l xl~ 1! ,-----C. C I -----, L -----: I N01£: -':""· --~-.L --AUX, -~ ro<l& . .. . . . -~ S '*" ,~1", r.~s ' ilf iio OE!tCTOfl TO .••.• ' ' . ., • ·'~ ,~ • 1 • '• ' C~~"n'•&llllUN!tO ON A . .-.. ·•,. ' •· ,-_', ,.d<:.1 .:, . . ~·~r'' .,.. lklx TO IIAKE ::,.-·., \·U: ._.,, ':''.!<-\~~7-,-c.;_"'-'...('..t (l$•,~' §JR RELAY. •• ,,,.,··.1"., ::>.f\1011,W*'~u· ~-ASo·=-s--:' -. 81 :if =DUNES. ;, ;, 8i I ~I ~ ~ \\ '3 -1 _yti~ TO ALARM PANEL . -. ··.. i i=~'~n,it:'E.?i\H.G· \t.\C, ...,,',,:\,v• -··~.,_.\\ .., ' j~~ '3 \ '\~~g SYMBOL LEGEND 0 4"x4" JUNCTION BOX II 20A 125V DUPLEX RECEPT. IN A 2"x4" BOX l!l!I 2DA 125V SINGLE RECEPT. a 2"x4" JUNCTION BOX IN A 4"x4" BOX llll 2DA 125V DUPLEX RECEPT. IN A 4"x4" BOX (II 15A 120V LIGHT SWITCH IN A 4"x4" BOX 1!11 2DA 125V DOUBLE DUPLEX RECEPT. IN A 4"x4" BOX liJJ 2-1 SA 120V LIGHT SWITCHES IN A 4"x4" BOX l!I 2DA 250V SINGLE RECEPT. IN A 4 "x4" BOX 13 15A 120V LICHT SWITCH IN A 2"x4" BOX !l 2DA 125V SINGLE RECEPT. 'r'fffW ,'LARM SCHEMATIC "SC]• ,,._ ,_ __ -- .--. C0RPORAllON ~i.:i:::-~-J,., tnoJ'~::01171 °'s. .. ~AROY l:~/10/971""" ELECTRICAL SCHEMATIC Ot[OltQ --_,. D IC A <D ;;. .... 0 5. ALL BOXES, LIGHT FIXTURES ANO ELECTRICAL EQUIPMENT TO BE + /-1 /_2" UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6"x6" OR SMALLER SHALL NOT BE INSTALLED ON PANELLING TRIM. 8. AMPAOTY RATING TO BE PER TABLE 310-16 (1996 NEC). 9. CONDUIT FILL TO BE PER CHAPTER 9 (1996 NEC). I !39'1!'4ol l IN A 2"x4" BOX 0 r~~ CfJE&,~O~ SHDYIN) ~""" .. ,. NEXTEL COMMUNICATIONS ~ L _____ _J tJCn'Ct;; ........................... ,..,.,.,.,,.....CCIW'CIIIA'IIICllL ........... _........_._,,,,_ .. ,. ...... ~ ................ ---.iw ....... .., ...................... ._...._...., ........, .... ------MOll(1L ""'-......,. ... ......._._, ...... ......., .................. .., ... ......... ..................... .-.. ............. 8 . 7 6 5 4 3 f'll0..l:.CTIICII OAllE SK fc:.NCL ~--- J. WARD 6/10/97 8 RCS10200-00000-009 ..... __ OlrClecMM£•11100(la4 2 'i'/-4" = 1·-0· ...,.,.. .25 = 12 -.Uf .. 8 11 8 D C -f B A 8 7 CABLE LADDER BONDING AT T-JUNCTIONS N.T.S. SPLICE DETAIL "TEE" JUNCTION N.T.S. I CABLE LADDER CABLE LADDER SPLICE CABLE LADDER BONDING AT SPLICES N.T.S. 7 6 ,./ t -~ .;; 6 5 B 13 13 B c~ ·7 ~-}§_" . ;'ii ~--------- ~I g• :5_" §.2~ 63" ~ . so 9 ~ ffiIITm [!]' o I I 0 CJ1t .. 5 13 7 -5.½." 4 E3 .,--, I __ J CJ 13 1-· ~ . "' ... 3 ! ·2 NT,IREV OE~. ·SH I A I APPROVAL ISSUE SH I B I RELEASE TO PRODUCTION ( CABLE ._ L~D~ER 111:""""'5 u . "' C (\J C: ::,. ,_ 0 ,.e2~ Cl> i·-~-§jJ E·fhs ~(,) ·-<n. s-{'f)· a Q '-··-... <!l (I) Q) a·:g .-=: m E -..:: 0 .8~2 :l l;)!J") (t; 'l'-'~(·J !!· .1:t~~f ,... 81.::c.·, .:-~u· er ;-'Zt c:-.1 tJJ ru . >-o -0 ,_ 1. 1, ,G<~ 0 ~ l ;.. ..... ;:z, .• __ -: 2 ~-~} , DA'Tt ...... N'PIIO',ED ~ (,,:f :'.'?: ffi ¥l --§g '-1.l "~- __ ;~ -,.) \·: \. CEILING SUPPOR"t BRACKET ,, Ct ........ O ·(.. ;-;71J::0.." '~.!:; -~ (; f-~ {U-£· .) ---·i:, )"i= 0-- sJ "O C <ii :::,.,-U):,. > ,t.c,,._ ~.g.g ~ ·:,~ms: ~ : ~/ ~ t/ 8:i ~ ..-, ~ -~ '-' ·[D! ·' D .:-,..::,; cu ,.,::.:o-•• <':! '-a, "'-6 o. ·:-c1 o_,S f';) C!) ('".,;. CIJ _g:S.!:2 E ·-· ,-;C: 0 --= r1r··11-~· ~--• l -.':':.-.. 1iK Ill 11•-----. I: :H ... ... ... OPTIONAL ! ! ! DOOR LOCATION i:: ... ,Gn, ~r:1 !; .. :·-~ • .., c=-vr.,:~:~~~, c]:;:tf!;::=====t:;.;_,y--,:..\ -- M.Q.IES 1. CA8l( LADDER TO BE IIOUNTED 91 1/2" A.F.F (TO BOTTOII) SYMBOL LEGEND 0 4"•4" .AJNCTION BOX I 20A 125V DUPLEX R IN A 2"x4" BOX l!l!I 20A 125V SINCI.E RECEPT. IN A 4"•4" BOX a 1111 20A 125V DUPLEX RECEPT. IN A 4"•4" BOX 0 15A 120V LICHT SWITi IN A 4"x4" BOX 1111 20A 125V DOUBLE DUPLEX RECEPT. IN A 4"x4" BOX E]I 2-15A 120V LICHT IN A 4•,.4• BOX l!l!I 20A 250V SINCI.E RECEPT. IN A 4"x4" BOX I) 15A 120V LICHT SWITCH IN A 2"x4" BOX I! 20A 125V SINCI.E RECEPT. 0 (~~~ C¥c,"iM0~ SHOWN) IN A 2"•4" BOX I 11 g! e 8: c::r:; c:: .m CL ~ I ,~ "' ,f· --s"r--'..:' ;.., t'110l1~~,m D C 'A .... s ... HARDY 6/10/97 mu: CABLE LADDER LAYOUT, DETAILS ~ ""'"""" .. ,. & GROUNDING g 1 ..... er,_ .. ,. NEXTEL COMMUNICATIONS 15 f (...U:Cl'tall a.All: aa: )ft:911111Cl 1~--- J. WARD 6Z1Q/__!!2J B I I RCS10200-00000-009 NOTU: .......... .,... .,_. .... _ 1t1e ~t,-.C ,...._ CDPallA'IOI. M .........._. _...,.. --_..le .... .,_.,_ ........, ........ MOll(W ... _..._IW ..... '8-,.,._.'-..._llll......,..S.,_..,._..._,,..,..._,.,_ ................................. ~_, ...................... _. ............. ~ .... -......... ...._. ....... ......,...._ 4 3 ....,.__,,_ ~--900- 2 ..... N.T.S. PUITS:,U I~-.25=12 I 9 tt D '"'' 1..-, C ~- B ----·------~ A 8 8 7 NOTES: 1. ALL BOXES 6X6 OR LARGER & ANY METALLIC SURFACE ARE TO BE GROUNDED W/ #2 GREEN DROPS. 2. HALO GROUND WIRE TO BE #2 GREEN 3. HALO GROUND WIRE TO BE MOUNTED 3" FROM CEILING. 7 6- 6 5 4 3 #2 GREEN (TYP) i[!J ____ ---7 , I I I . I I I I I L-___ . --· ·:.J ../ 2 1 ·II[-· IMT. I IICV 0[5CM'110N OATt SH I A I APPROVAL._ ISSUE SH I B I RELEASE TO PRODUCTION .. ~a~-'~-:~~" :, ~~ .~h~i0 p:.:::.r.~ ,1i«v0 O~Gn appn.;ys-rJ ucc~rC!r.g to ti1e reqJirarner;ts fOUiid 1 th~ California Admiribtr~tivs Cod1;1 Title 25, ChaptG, 3; Subchapter 2 . ihis l?pprova! doss.not authorize or ennr~-"~ any omisslons.or cfaviatlcns .. om state laws or valid !oc?-! r.·~'""" ~~-- OCT O 31997 Plan Approval No. fl1 l, G.~V,.J. EfJGfNEERii":~G, 1ii~C. ~'('Jfi-1~ JAN· 311999· \~ \. ·\ ~ D C TO HALO-l~=.---_:_-------r;:i-----_._ ________________ 7 n r-n---~-1...u.. ..... .u ... -, •• Jf1C' ~:7H -He ~ D e e 5 INSTALL GROUND DROP SO THAT IT IS CENTERED OVER GROUND PENETRATION e ~-- rn OPTIONAL ill DOOR LOCATION l l! , .. { .. -~ ~r ·········t·····---~·~:~~ii¼;:::::~~ i=~---······ -.. S. HARDY O<Ciai'ii _,.c:,,- ~/10/97 I""' ....-.. ,. ~ CCIIPCRA110N -=tt~ lOIIS -,~,--,~,,.,., .. _..,. HALO & EQUIPMENT GROUNDING NEXTEL COMMUNICATIONS ,-----------------------------------+.-..= .. a=-..----h .. .,,,..,.----+.-w1.;n,wa;;;;;;;..,_;----,;;-=;;.,;....,.;;;;;;,.------------j ;:_'!'_., '::" .::-:;-..::::::-:.-_::.:.':::•,:'::=,.a::.."':°'_:.=':==:::,-:::.::..-:.:;-J. WARD 6/10/97 B RCS 10200-00000-009 -··----MOl(w, ""-............ ......,.,,.,.., ................................. _~ ............. ...._. __ "-............_ 4 3 ....., __ OIIOdQIIII MC • IIOO (tall 2 ...... N.T.S. l'lDtXIII.£ ----, ... u---,. .25=12 I 10 11 B A a, "' "' ... 0 0 a: w -~' ~-~ ' ' . . 'T . ., ' \.' ' 09/04/98 16:38 Page 1 of 1 ·Job Address: 1958 KELLOGG AV :i?ermi.t Type: PL.A_N CHECK REVISION Pa~cel·No: a12-092-0~-00 Valuation·: o Ocdupanc;:y Group: Description: REVISION~ ELIMINATE ,· Appl/Ownr _: DIZON RAY . . 1615 MURRAY CANYON SAN DIEGO CA 92108 F.e 1 es Required· *** , *** ·Plan Ch,eck Revision Suite: Lot#: -PCR NO! PCR98154. ____ ProJect No: A9801439 Development No: Reference#: tonstruction Type: NEW Status: ISSUED Applied: 08/24/98 Apr/Issue: 09/04/98 EQUJ,:P ROOM 760 jr ·oaenowMAe~o1 if! 02·. 2 5 O-;? P 61~ C-PRMT 20 .. 00 ROAD ·--·--; FINJ.\LAPP1~0VAL~ INSP. _______ DATE -----·-CLEARANCE ~--.:.::.::===-===-~--~--~-' CITY OF CARLSBAD · 207$ Las Palmas Dr., Carlsbad, CA 92009 (619)-438-11'61 PERMIT APPLICATION FOR OFFICE USE O~!{ · PLAN CHECK NO. rct?rtJ !Sf CITY OF CARLSBAD BUILDING DEPARTMENT 2075 L,as Palmas Dr., Carlsbad CA 92009 EST. VAL _________ _ (760) 438-1161 it O\S-\ifo7 Plan Ck. Deposit--.....------- Validated By __ __.,_,..c.,......,"'"""-~'---,-rl' t r-y~~sec~tmt;·; i~Jii"7 ;. ,::::·:-~,-":·.'i";:;Z~;~-~~~~5>§?£1~:;ta<t \-y} UN 1 tA-cLDNs- Address (include Bldg/Suite #I · Business Name (at this address) Legal DescriJition a. ,i·o'-'i .. o\ Lot No. Subdiv!sion Name/Number Unit No. Phase No. Total # of ynits Assessor's· Parcel # Existing Use Prop.osed Use Name Address City State/Zip Telephone# [4;~:.fiP.B:0:ii.ejl~QWN.EiJ' .. Name Address City State/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or'County which requires a permit t!> construct, alter, improve, demolish or repair any structure; prior to its issuance, also-requires the applicant for such permit to file a signed statement that he is licensed ,pursuant to the provisions of the Contractor's Licensll _Law [Chapter 9, commending with· Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant·for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). Naine Address City. State/Zip Telephone# State Licen~e # --'----------'-License Class----------,,--City Business License # _______ _ · D.esigrier Name AddrtjSS City ·state/Zip Telephone State license # _____________ _ te::?..:WR~KEiiS~::0.op,p~~)AJ'iON::-s:.;:: ,~~~~-·-~iwz·~:~::;:·;,1~:·.:::~5;:::;:~E~~~:£~?~:~-::;~;\_~-:.z:;~~~::1:::z~?~~-.;~-~i:::::~_;_:.',_? ·y_ ·-< :~:, ·7 ·>.n ..... -~-·: .. _ ~,,,. .: , :.--_ ... :.~ Workers' Compensation Declaration: I·hereby affirm under penalty of perjury one Qfthe foUowing-declarations: tJ 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. D I have and will maintain workers' compensation, as required -by Section 3.700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance.carrier and policy number are:_ Insurance Company------------------------------'-Policy No.______________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100JOR LESS) D CERTIFICATE OF EXEMPTION: I certify that 'iri 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 Californi,a. · WARNING: Failure to Hcure workers' compen_Htion coverage ·11 unlawful, and shall 1ubjec~ an employer to criminal penalties and civil fines up to one hundred thous11nd dollar• ($100,000), in addition to the.coat of c;ompen1ation, damages es provided for in Section .3706 of the Labor code, ·interest end attorney's fees. SIGNATURE. ________ --'---------------'::-----------DATE:--~-:-:--:--:---:-:----:-- it',i;·;:;j:)~E~~~!,JltDER(bi!pi,:4JijJ1Ql\fi;.:;:f '.t-::~.:J.:t·::~:'f:~t-:~\:::ff.-i;}}A:h::r,;t::·3:.,.~-i'::::4.:>--i:: trf:f:I --;;r-\: _.:;,,):.\:· ~t'-,'. I hereby affirm ·that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my empl_oyees with· wages as their sqle 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 ow.ner 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), 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 i:on.struction :of the proposed· property improvement. 0 YES ONO .2. I (have./ have not) signed an application for a building permit for the proposed work. 3. I liave con_tracted _with the following person (firm) to provide the proposed construction (include name /_ address / phone number / 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 / address / phone number / contractors license number): · 5. I will provide some of the work, but I have contracted (hired) th11 following persons to provide the wQrk indicated (include name/ address/ phone number/ type of work):. __ ""'------------------'-------------'------'------'----------------------------- PROP~RTY OWNER SIGNATURE ___________________________ _ ;cpt,•1~~~:1J:i1s;seq:no~)g~110~$0.~1la~1tf>1Ha,iji;ljMrts:p:Nir;;::::g;Jf~Sb'/:i?s:::·~i:f· ,. 'T:-, .. ·x··,'''..:\_"\"· ... _.:_·" •. :~-~·- Is the applicant or future building· occupant required tQ submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tan11er Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution.control district or air quality management district? D YES D NO Is the facility to be .constructed within 1,000 feet of the outer boundary of a school site? ·D YES D NO IF,.ANY OF THE.ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BEISSOED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY S!,RVICES AND THE AIR POLLUTION CONTRQL DISTRICT. !~"";t:i:g'.Q~tflQ~1:,i9,'ffJj~J>Jrf~~tt{c;r.:'.ff :'.\!c;;;:~:~::J,;~~~:'?~J:~;:t:~(J:~~,·t:::t::!;i[~~-;:y;.;:s:;'.:"';::p,?,.:,~ ~~ ,; .. ~ · .'.;.. · · · :·: :· :· ·>::··-, I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify·that I !lave read the application and state that the above information js porrect and that the information, on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I here!)y authorize representatives of ·the Citt of Carlsbad to enter upon the above mentioned property for inspection p1,1rposes. 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 OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or.construction.of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorizecl by such permit is suspended or abandoned at'-any time afte the work i .co~menced for. a pe.riod of 180 days (Section 106.4.4 Uniform BuildinDgACToEde). /')__ 1~-J qn_ APPLiCANT'S SIGNATURE-,r...,-.5i==-;;c...~~~_..£µ...,...__,.______________ V° _ ~,1 D YELLOW:· Applicant PINK: Finance PLANNING/ENGINEERING APPROVALS PcR PERMIT NUMBER EB-qg 15 4-" . DATE 9-4--18 ADORESS ·· / q 58 k ~// 6(jj . t}u-e_. RESIDENTIAL RESIDENTIAL ADDITION MINOR . · C < $10,000.00) ; PLANNER ......-------------- Docs/Mlsforms/Plannlng Engineering Approvals TENANT IMPROVEMENT PLAZA CAMINO REAL -CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE ------- DATE --'Cf..__-_f;..__:__f_f __ C: C: C: "' "' "' a: a: a: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No-GB R;:i?.0z:?2 l0~i4. Planner C, -W~. APN: Address r\0e:, ~ Phone (619) 438-1161, eX::n L\:lJ.4((' -------------------------------Type of Project and Use: "1r,~~roject Density: ~ Zoning: ?tv\ General Plan: ~~ . Facilities Management Ton;: __ ':::::>=-- CFO tin/nut\ # __ Date of participation: Remaining net dev acres: Circle One ------- {For non-residential development: Type of land used created by this permit: ~ AA--) Legend: ~ Item Complete Ci2J Item Incomplete -Needs your action ~ D D Environmental Review Required: YES NO . TYPE DA 'fE OF COMPLETION: ______________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: rzj D D Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ______ _ PROJECT NO. _______ _ OTHER RELATED CASES: ____________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: -------------------------'-- -~ D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission AuthoriW? YES NO .If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status .(Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as ,;Exempt" or "Coastal Permit Required" (at minimum Floor Plans). c : ... :;·-\.~:::.·· \ -·· 2) Complete Coas.t~f :Permit Determination Log as needed. ~DD ~DD ~DD· lz(oo lnclusionary Housing Fee required: YES_'_ NO {Effective ,date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Comple~ed? YES NO --·. ,--., . , ;(Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount {See fee schedule for amount); Return) ,i Site Plan: 1 . .Provide a fully dimens_i_onal site plan drawn to scale. Show: North arrow, property lines, easements,, e~isting and proposed structures, streets, existing street improvements, right-of~way width, dimensional,. setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown ------- ~DD 2. Accessory structure setbacks: Front: Required ~------Shown ~DD ~DD i&p D Interior Side: Required -------Street Side: Required ----------Rear: Required ______ _ Structure separation: -Required ------- 3. Lot Coverage: Required ------'--- 4. Height: Requ_ired .. __ ___;, __ _ 5. Parking: Spaces Required ______ _ Guest Spaces Required ______ _ -------Shown -------Shown -------Shown -------Shown ------- Shown ------- Shown ------- Shown ------- Shown ------- ioo Additional Comments. __________ _,,_ ______________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE