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Home My WebLink About1966 OLIVENHAIN RD; CS; CB041460; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB041460 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1966 OLIVENHAIN RD CBAD C.~ Tl Sub Type: Lot#: $60,000.00 Construction Type: Reference #: NEXTEL@ OLIVENHAIN WATER 240 SF CELL SITE INDUST 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Applicant: Owner: RUSSELL RITA STE 200 9565 W APLE STREET SAN DIEGO 92121 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $392.56 $0.00 $255.16 $0.00 $0.00 $12.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF {CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES ISSUED 04/29/2004 MOP 08/24/2004 08/24/2004 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $660.32 Total Fees: $660.32 Total Payments To Date: $255.16 Balance Due: $405.16 Inspector: FINAL APPROVAL Date: · /;;_. IS "l,'" L I 9587 08/24/04 0002 01 02 CGP 405-16 Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedicauuns, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. FOR OFFICE USE ONLY PERMIT_f\~~Ll~~ION \ \ CIT~~mLSBA~~~~ DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. 0 <.j .. l <.[ ~ EST. VAL. 'q 00 d _,,,,.. Plan Ck. Deposit 2., S:S • JJ Validated By[ 2-/J Date { fr L-'i l__ 1.022 04.1'?9. _,lvl\t., "no --r ,,.,v ·2 ()1 02 Add ~(i lud2J.Z/.£ #) JVr°.::z:;..r f//£_ Lot No. Unit No. Phase No. ·•-•-c•• ji .. Total# of units'·· "·" Assessor's Parcel # /'J ;, a2 rs=-a31-'<...-7 Existing Use Proposed Use Name Add ss tt~if:iilllJ~••;BMU~........_11:1:f;MJmi:1:·;. r:;m.11:·v ,m:1"1> · (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement 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 exe tion. Any violation of Section 7031.5 by any applicant for a permit subjects the appl" ant to a _civil penalty of not more than five hundred dollars [$500U. L~S CO~~ 8c::, "/H•-'C: - Name Address City Telephone State License # _________ _ ll:·'<WOFt-OM~AB'lll!IJlli1iiClf--lif~:!!.JiliJlllllii:III ,r;,:wAJ:1U:V·•:,1V1!.J:l+)+:· .. , Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. (5(' I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worke~·:y:ompensation insurance carrier and policy number are:. \ Insurance Companvj~ f:-f.c,_ ~ (:t:J 6 :P-Polic~ / k-9'<t ·i 0 '$"' D ·3 C)-Expiration Date / O-I -200 'i (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT 1sfoR ONE HUNDRED DOLLARS [$100] OR LESS) D 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 ($1 ~J>OO), in. ~--·-··--,to the cost of compensation, damages as provided for in Sectio 3706 of the Labor code, interest and attorney's fees. SIGNATURE L'-' ------DATE 8 --2-'-I -o y I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am 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 construction of the proposed property improvement. D YES ONO 2. I (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 work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE_______________________ DATE _________ _ Brmit.-l$&BMIIIIN:B.,_mt1.•111!.BRM~'FMBITti~;-0ulJGi111+ ;::;:,;•:8A11l1J!+tl,+l~¥J;?i~,1t"1r"'ll~0~;1W!.JIA~ll'1t:·.:i111!!8:l· Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 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 7 D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct 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 hereby authorize representatives of the Citt of Carlsbad to enter upon the 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 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 180 days from the date of ch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenc · 180 days (Section .4.4 Uniform Building Code). ~ APPLICANT'S SIGNATURE~-==~~)~~~~~~~~~!!!!t;;!~:::::::::::;L__________ DATE C/,Yc:2,2 pl~ PINK: Finance Inspection List Permit#: CB041460 Type: Tl Date Inspection Item 12/15/2004 39 Final Electric(:l.l 11/15/2004 89 Final Combo 11/05/2004 34 Rough Electric 11/05/2004 39 Final Electrical 11/03/2004 34 Rough Electric 11/03/2004 39 Final Electrical 10/04/2004 31 Underground/Conduit-Wirin 09/30/2004 11 Ftg/Foundation/Piers 09/29/2004 11 Ftg/Foundation/Piers 09/28/2004 11 Ftg/Fouridation/Piers 09/28/2004 34 Rough Electric Wednesday, December 15, 2004 INDUST Inspector Act CW AP RB AP PC AP PC AP RB AP HB PA RB AP RB AP PS co RB co RB WC NEXTEL@ OLIVENHAIN WATER 240 SF CELL SITE Comments OK TO FINAL PER RON BURKE. NO RESPONSE FROM MIKE BLACK FOR PLANNING APPROVAL, L.M.11/16AND 11/30/2004· PREVIOUSLY APPROVED RELEASE METER C OK TO RELEASE METER B ONLY ON GROUND RING SYSTEM FTGS &SLAB SEE NOTICE ATTACHED SEE NOTICE ATTACHED Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 11/15/2004 Permit# CB041460 Title: NEXTEL@ OLIVENHAIN WATER Description: 240 SF CELL SITE Inspector Assignment: RB --- Type: Tl Sub Type: INDUST Job Addr~ss: 1966 OLIVENHAIN RD Suite: Lot L9cation: APPLICANT RUSSELL RITA Owner: Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final· Mechanical 0 Act Comment A(J Phone: 760 .. ~ 4358 Inspector: ----- Requested By: JAMES ANDERSON Entered By: BARBARA Associated PCRs/CVs PCR01105 ISSUED OLIVENHAIN -COLUMN,STRUCT; RELOCATE COLUMN, ELEC Date 11/05/2004 11/05/2004 11/03/2004 11/03/2004 10/04/2004 '09/30/2004 09/29/2004 09/28/2004 99/28/2004 Inspection History Description 34 Rough Electric 39 Final Electrical 34 Rough E]ectric 39 Final Electrical 31 Underground/Conduit-Wiring 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 34 Rough Electric Act AP AP AP PA AP ·AP co co WC lnsp Comments PC PREVIOU$L Y APPROVED PC RELEASE METER C RE! RB OK TO RELEASE METER B ONLY RB ON GROUND RING SYSTEM RB FTGS &SLAB PS SEE NOTICE ATTACHED RB RB ~--. --.~ EsGil Corporation In <Partners nip witfi go-vernment for <Buifaing Safety DATE: 5/11/04 JURISDICTION: City of Carlsbad PLAN-CHECK NO.: 04-1460 PROJECT ADDRESS: 1966 Olivenhain Road PROJECT NAME: Nextel West Olivenhain SET:I D The plans transmitted herewith have been correded where necessary and substantially comply with the jurisdiction's building codes. lZJ 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 Cbrporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ISi Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: bate contacted: (by: ) Fax #: Mail Telephone Fax In Person ' lZJ REMARKS: The clouded inked change on sheet E-1 shall be made on city I set.(at building department) By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D _PC 5/3 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, C~lifoinia 92123 + (858) 560-1468 + Fax (858) 560-1576 ----< -. City of Carlsbad 04-1460 5./11/04 l\'ALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 04-1460 DATE: 5/11/04 BUILDING ADDRESS: 1966 Olivenhain Road BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. _cell site 240 per city -. Air Conditioning Fire Sprinklers TOTAL VALUE ,_ Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance 'l~J Plan O,~k Fee by Ordinance ,t~I Type of Review: 0 Complete .Review D Structural Only D ~epetitive Fee · ~, Repeats Comments: of 1 macvalue.do D Other D Hourly I Hour * Esgll Plan Review Fee ($) 60,000 60,000 $383.56! $249.311 $214.791 Sheet1 • ·• J· . . PLANNING/ENGINEERING-A"PPROVALS RESIDENTIAL RESIDENTIAL ADDITION MINOR ( <$10,000.00) DATE____,,.,_t/.:~~_,_//_u-_Y._--_ TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING .. PLANNER __ '--______ DATE_--'----'---- ENGINEER _ ___,_~--=----DATE_-=-· ~+-;;;_v_/4_u_~_-- . Docs/Misforms/Plannlng Englna~(lP,~ ~rovals ·, ~DD ~DD ~DD "¥)DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. O L..-\ -t Lt ~ddress l Cf (o~ 6 L 1Vt:;N '-1-:A:iN R-cAb Planner Jessica Galloway Phone (__,_7-=-60=)'-'6=--=0=2'---6=-a0=2=--4"'"'6=--=3'""'"1 ___________ _ APN: ?-.5S:: -03. l -Os Type of Project & Use: __ L,.....:,=_,C-~"'"'F'----------· Net Project Density: _ __,_r-l......_/i_A ____ _ Zoning: PG General Plan: Facilities Management Zone: _______ _ CFD (in/out) #_Date of participation: Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: _________ -'-------------~ Legend: l::a Item C~mplete @ Item Incomplete -Needs your action Environmental Review Required: YES_ NO~ TYPE _________ _ DATE OF COMPLETION: _______ _a _____________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES _x_ NO__ _ TYPE __,,_C,"""'_U=--P'--------- APPROVAL/RESO. NO.UJP Os-a~DATE '5-(?-03 PROJECT NO. ____ -. ..._5:_':f'.\....._:,.,__ ___ ___,-J,,,, OTHER RELATED CASES: _________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:~--------------,----------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES__ NO~ CA Coastal Commission Authority?· YES __ NO X If California Coastal Commission Authority: Contactthern at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? Yl=S __ 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). 2) Complete Coastal Permit Determination Log as needed. lnclusionary Housing Fee required_: YES __ NO _L (Effective date of lnclusionary Housing Ordinance~ May 2r,1993.) Data El'}try Completed? YES __ NO~ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 i . ~OD. ~DD &J DD ~DD !EDD DfD D ['gj D D ,ffi DD D tJ D Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arr:m,v, pr-Gt3effy lines, ea~111e11ts, e · · s , existing street improvements, riQ.b.t::of-war" width, dimensional setbacks and existing topographical lio~ (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES ___ NO )( 2. Project complies YES , 'tC NO"'" ___ _ Zoning: 1. Setbacks: I' Front: Required '2.._0 Shown l':,<;"r Interior Side: Required ~ Shown Street Side: Required 7-c> · I z_o' Shown I qc;· 7fJ.,o" Rear: Required ,I:? Shown / 20" Top of slope: Required Shown 2. Accessory structure setbacks: Front: Required ,··e«P-::7 Shown _____ _ Interior Side: Required----,---,--Shown_----'----- Street Side: Required Shown _____ _ Rear: Required _ Sh.own _____ _ Structure separation: Required Shown _____ _ 3. Lot Coverage: Required Shown· AJ//r- f'Nlrvop[Ne 4. Height: Required 3 s:: ~ '-15':"' Shown 1-¾0 I 5. Parking: Spaces Required Nlk Shown ' (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required----~-Shown ______ ....,. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUT€R y~, 2/c; he; H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsba'd Fire Department 041460 1635 Faraday Av~. Carlsbad, (?A '92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: _0_51_10_1_20_0_4 _____________ _ Name: Rita Russell Address: 9565 Waples St Ste. 200 City, State: San Diego CA 92121 Plan Checker: Job#: 041460 Job Name: Nextel -W. Olivenha Bldg#: 43tf?C/'/Y6t:? --------------------=-- Job Address: 1966 Olivenhain Ste. or Bldg. No. [8] Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or insta.11 improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate · compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 041460 2nd FD File# 3rd Other Agency ID ~ ' /2"Q NEXTEL CABINET l®usrEol r ''" ,.. moo ""'" (INSIDE) TYPE-3R J p~~2~:i/ANEL ~1 ; rr 11-rr 11-1 r T ,:; = ~ 1 4 2004 =Ji J PHASE, 200A DOUBLE THROW DISCONNECT SWITCH WITH SOLID NUETRAL GFI I --+- I 208.00 GND BAR CABINET, LEFT END V!f;)N NOTES: CABINET BUILT OF .190THK ALUMINUM TO 1YPE 4 SPECS., UL LISTED 1YPE -JR, SHIPPING WT.: 6000 LBS. INCLUDING FRAME AND A/C UNITS. YIE;IGHT DOES NOT INCLUDE CUSTOMER EQUIPMENT. CABINET, FRONT VIEW I I I f4 I I I --+ I I I --+ I I I I --I I I I --I I SITE: I I I 5 TON A/C 1: I I _J: I 5 TON A/C 5 TON A/C l@LISTEDI CABINET lOP VIEW 184,001 5 TON A/C 5 TON A/C ======I I====== ------------------------------------------------------------------------------------------------------------------------=== = = = ttlltt L ENO VIEW CABINET, RIGHT MODEL NEX-G-8B-5T (203) (3 PHASE ELECTRIC) SUN WEST ENGINEERING, INC. aae S. IIIIDADB't ..... G III04CI (Boe) ........ TlTlE: ~ I EQUIPMENT CABINET ~ cusrot.ER: NEXTEL PUlTED SCALE: .xxxx-1 I SHEEf: I of 1 DRAWN lri: HSX D'.Tt DRAWN: 4-13-04 REVISED: DWG. No. SW-1598 a J ~ --' :; ] ~ f 1-----------------------_---'-----7 I 8 BAY CABINET CONFIGURATION l<::::11--------248.00 -----------C=-l RF ENTRY 1• Bf]WN . s A/C TELCO BOARD I I I I I I I I i I r------1 _1 __ 1 __ I I ~EX-G-8B-5T (203) I I I I 7 I d ______ I I I l·JI POWER 1--1--1--1 I' ! ! I I I 136.00 L I I ~ ~ I < ), TO LIGHT SW J-BOX J-BOX W/SMOKE DETECTOR 3 PHASE/2DOA PANEL W/MAIN 120/208 VAC DOOR OPENING WITH Al.AN SCIENTIFIC SURGE PROTECTOR BELOW 3 PHASE/200A DISCONNECT (OUTSIDE) -=--FROM CEILING J-BOX LIGHT SW J-BOX CEILING VIEW 25.5' EXTENSIONS CAN BE ADDED WIRING LEGEND POWER CIRCUITS -------LOW VOLTAGE 16 PORT RF ENTRY Al.AN SCIENTIAC SURCE PROTECTOR -LIGHTS (2X) LADDER RACK DOOR ALARM SW JOHNSON CONTROL (FX~os) HI &: LO TEMP CONTROLLERS CONTROL BOX W/rERMINAL BLOCK TELCO BOARD 66 BLOCK PROVIDED (INSTIJ..1.ATION BY CUSTOMER) DOOR OPENING MODEL NEX-G-IST-88 (203) (3 PHASE ELECTRIC) SUN WEST ENGJNEERING, INC. ,1t1111 I. acww.a:r; PSDa: .il IIO&G <-) ~ TITLE: LAYOUT OF EQUIPMENT ~ ON, INSIDE SURFACES OF CABINET CUSTOMER: NEXTEL PLOTED SC.II.£: .XXXX•1 SHEET: 1 of 1 DRAWN BY: .HiSK D,I.TE DRAWN: 4--13-~ RE.VISBl: OWO. No. SW-11599 "·SQUARE D", TYPE QO, 3,0-120/208 VOLT 200A ITEM AWG C/B CIR A% II 30 28 - A/C POWER FAIL 12 ~OA 26 - 12 2P\ 24 SERVICE RECEPT. 12 I~ 22 ,-p GFI ~ 20 12 -p LIGHTS/SMOKE 12 ~ 18 5 p A/C UNIT #2 8 l~OA 16 (5 TON) - 8 :2P\ 14 - A/C UNIT #1 8 ~OA 12 .35.4 (5 TON) 8 2P\ 10 - 8 - !~ SURGE 4 \60A 6 PROTECTOR ~ 4 \ 4 - ~ 4 3P \ 2 ,- TOTAL PANEL LOAD 200A POWER PANEL LOAD SHEET FOR CABINET WITH (2) 5 TON A/C'S · AND 3 PHASE ELECTRICAL CIRCUIT DRAWING NO. 2A6386 4-13-04, HSK 8.¢ C,0 CIR C/B AWG ITEM # -29 -27 25 ,~DA 10 RECTIFIER #6 zp\ 10 ,- 23 ~OA RECTIFIER #5 -10 21 2P\. 10 19 17 ~DA 10 RECTIFIER #4 35.4 2P\ 10 -15 35.4 \;_DA RECTIFIER #3 10 13 tt 2P\ 10 35.4 l~OA 10 RECTIFIER #2 9 7· 2P\ 10 5 \;__DA 10 RECTIFIER #1 3 2P\ 10 1 MAIN REVISION DATE DESCRIPTION . ., , .,. . ..., MAIN DISC_ONNECT SW 120/2DBVAC 2DDAMPS 3 PHASE-4W N = EARTH GROUND MAIN 200 A POWER r,~-fl POWER CO. . SURGE ,A--. PROTECTOR ON: lll: 60 A #{-- A/C 1 OFF \1 L-rrr I 60 A A/C 2 ON I I L~J 10 A TD 24V DC RELAY COM POWER FAIL OWG 2A6389 30 A 30 A 30 A CUSTOMER 30 A EQUIPMENT 30 A 30 A 1) 20 A > 20 A 7J 7J C rn SW -~ vi en ::0 0 .., 0 .~ ~a ~ i 5 C: a .; ,.z >o !;) ,~ en > ~ ~ 0 rn Ill z rn z r;i ~00 ,-rn C ;<""3 ~ -I ~ I z ~t.".! ::i:!~ 1"'1· 0 :i! 20 A ~ :!; ff~ )> •• ;:o r.! ,- i ~ ~ z en G) ~ p :;i '§ I~ % C 0 ;:;j l' i > .:: G) !~ -:;;- ;:o !I) •• ~ ~ t ·!t '~ (.,I .. (D I IP (D ~- .: • NOT USED LO 1EMP ALARM (OPENS ON TEMP. FALL) ,, ' ~18~ 6 \'EL 110 VOLT SMOKE DETECTOR r ""-1 BLU VIO/BU< ..L J_ T ORG l J # \110 YEL \110 J BU< I I RED BU< RED '-y-----1 HI 1EMP ALARM (OPENS ON 1EMP. RISE) -;,M- I R~ J B~ 0 '1£L 110 VOLT RELAY NOT USED ..L J... T T # # -0 0 0 0 RED NOT {- USED -~ ~T_{110V) BU< (COM) ~T BU< ~ DOOR ALARM SWITCHES 0 0 DOOR SWITCH :;\ (PULL TO BYPASS) \ tr-r°-o--J \1..-.L N.O f== V ~d1~ f== . CONTROL BOX BU< 0 -0-DOOR BU< 0 ORG 0 0-HI lEMP -I ORG 0 I \'EL 0 0-LO TEMP -YEL 0 -GRY -0 0-SMOKE I GRY -0 11 BLU 0 "\J 0-SURGE BW 0 PROT. - } TO DWG. 2A5742 PURPLE 0 -0--COM PWR PURPLE FAIi:. J "\J 0 SURGE PROTECTOR NOT USED [t1 N/C N/0 C ·1 I I 240V 208V COM PWR FAIL ~l RELAY PURPLE NOT i-..L ..L USED XFORMER PURPLE T T # # SUN WEST ENGINEERINC :11102 K. 18),IDY.1.t; PIIO~ AZ 8&040 (eo, NOT USED 220V ·TITLE: LOW VOLTAGE WIRING SCHE ~ ~ CUSTOMER: L} SEE DWG. PLOTED SCALE: .xxxx-1 I SHEET: 1 2A6388 r-mnn. a,: .H.5',K' IDAlE DRAWN CHEMATIC ( .} .HSK 1___<>!_1 RAWN: 4--13-'34 REVISED: DWG. No, 2A631:i9 J .. " ,. __£ r -~-+--~------+-\----. I IXIXI I Do2 I c2/3 c4/s I cs I ALL 'MRES I I ~ C1 I 001 +-Lj D03 I 004 005 I 006 I RED I L--~------,-i:_:=,----~ ,-i-, FX-05 CONTROLLER =i =i !>£ =i =i C, C, (!) C, C, ' C, (!) (!) 3 3 __, w w a: a: a: a: a:: ls m m m m m ID, a: a: 0 0 0 a 0 ID ??? 9999 99 ,r I~ I <NI ~ :::;; ::c 3:: ,- E1I El ;I ~1:::;; ~Isl < < ~ < 0 E ,-,-0 0 Cl Cl c., :::;; ~ Ei ~ 0 0 <( () <N > -.j- IN HEATING ACU1 ,. COOLING ACU1 "- 24V COMMON FAN ACU1 ,.,-.. HEATING ACU2 COOLING ACU2 FAN ACU2 SMOKE DElECTOR ORG SMOKE DElECTOR ORG 2-4-V (+) RED 24V COM{-) RED TEMP SENSOR BLK TEMP SENSOR BLK BLU WHT YEL GRN BLU WHT YEL GRN COM HEAT COOL 0 24V FAN COM HEAT COOL 0 24V FAN } FROM 110 VOLT ON LOW VOLTAG } FROM 24V TRAN ACU1 ACU2 ELAY DWG. FORMER ON LOW VOLTA(;E DWG. I lEMP SENSOR SUN WEST ENGINEERIN , INC. 3602 K. IIROA!lll'AY, PH0J:l!lll; A:/, 65040 (Q ) 275-0662 TITLE: ~ I WIRING SCHEMATIC CUSTOMER: I PLDTED scALE: .xxxx-1 I SHEET: I I 11 of 1 DATE DRAWi!!: 6-5-03 REVISED: DWG, No. ~A5742, ' . . '#IJ-_,.,. LEEDCO ENGINEERS STRUCTURAL AND GEOTECHNICAL ENGINEERING CONSULTANTS 9440 Te/star Ave., Suite #202, El Monte, CA 91731 Phone: (626) 448-7870 Fax: (626) 448-3955 e-mail: /eedco@aol.com SUN WEST ENGINEERING, INC. "NEX" SERIES CABINETS STRUCTURAL ANALYSIS EQUIPMENT CABINETS Sun West Engineering, Inc. 3802 E. Broadway Phoenix, AZ 85040 April 14, 2004 Leedco Engineers has performed an analysis on the "NEX" series equipment cabinets, model number ''NEX-G-8B-5T (203),"designed by Sun West Engineering, Inc. ''NEX" equipment cabinets function as outdoor protection for various communications equipment and are subjected to various wind and seismic loading, depending on their placement. Comprised of 3003-Hl 4 aluminum (Fy = 20 ksi and Fv = 14 ksi) and structural steel (Fy = 36 ksi), the cabinets were analyzed per 1997 Uniform Building Code (UBC), the 2001 Southern Florida Building Code, the 1997 Standard Building Code, and ASCE 7-95 where applicable. It is our opinion that the structural design of the ''NEX" cabinets and its components are capable of withstanding the following maximum loads: a basic wind design speed of 150 mph at an elevation of 40' or less, or a basic design wind speed of 140 mph at an elevation of 100' or less above grade level. Seismic zone 4 loading was also used, as well as snow load of 170 psf, was also used to investigate the structural integrity of the various ''NEX" cabinets. The "8 bay NEX" cabinet was used for analysis since its overall size generated the maximum lateral loads from wind and seismic forces, and was found to be structurally adequate in the investigation. It is our assumption that the cabinets are installed on a concrete slab-on-grade or on a roof top where the cabinets unit shall be supported by appropriate structural members. Leedco Engineers does not take responsibility for the cabinet's connection to any structure or of the accompanying structure the cabinet is attached to unless they are engineered by the same. Sun West Engineering's ''NEX" series cabinets have been reviewed by Leedco Engineers, and found that they meet the design requirements of the Uniform Building Code (1997 Edition), the Southern Florida Building Code (2001 Edition), the Standard Building Code (1997 Edition), and ASCE 7-95 where applicable. If you have any questions or comments regarding the above, please call. Sincerely, C. Dennis Lee, Ph.D., P.E. President 1 \) LEEDCO JOB NO.: 4580-90 DATE: 04-14-04 STRUCTURAL ANALYSIS FOR 8-BAY "NEX" CABINET Site Location Site Number Model Number TT WIRELESS varies, California West Olivehain / CA 7975B NEX-G-SB-ST (203) APR 1-4 2004 ·LE.ED C 0 ENGINEERS STRUCTURES • FOUNDATION • GEOTECHNICAL 9440 Telstar Ave., Suite# 202, El Monte, CA 91731 Phone: (626) 448-7870 Fax: (626) 448-3955, e-mail: leedco@aol.com " . ---. . -. --~· ----·----------------- • • • .-• • ' • • J • !.. ~._ .. • NEX CABINET INVESTIGATION 1. THE 'NEX' CABINETS DESIGNED BY SUN WEST ENGINEERING, INC. HAVE BEEN ANALYZED FOR WORST CASE WIND AND SEISMIC DESIGN LOADS SO THAT THEY MAY BE PLACED IN GENERAL CONFORMANCE WITH THE UNIFORM BUILDING CODE (1997 EDITION), SOUTHERN FLORIDA BUILDING CODE (2001 EDITION), STANDARD BUILDING CODE (1997 EDITION), CALIFORNIA BUILDING CODE (1998 EDITION), AND ASCE 7-95 WHERE APPLICABLE. 2. THE CABINETS WERE ANALYZED LATERALLY WITH A CONTINUOUS TOP & BOTTOM CHORD WITH A PANEL WALL ACTING AS A SHEAR WALL BETWEEN THEM .. THE ROOF WAS CONSIDERED A FLEXIBLE DIAPHAGRAM, BEARING ON THE PANEL WALLS. 3. SEE SUN WEST ENGINEERING DRAWINGS FOR DIMENSIONS & CONFIGURATIONS OF CABINETS. 4. ALL OTHER WORKS (ELECTRICAL, MECHANICAL) SHALL BE DONE UNDER SEPARATE PLANS AND PERMITS. 5. ICBO NUMBERS FOR SHEAR SCREWS: 4627 --· --·-------·-----· -~--_, --·---· ------~------··-. --,_.,-, .. -.. ______ ...,--..-~----···· ·---··· ..... ·-···--·-·· -·-· -··--·----·---. --~. -,-: __ .....,._ ·~· _·;·,·-.--:.-~::::?""'"f'.::':·.-,.·. ~, ·=-·-· \"~ ... "l:, .. ;f=.,.i'-:::,.~~-·--=-·-~:· -----' '· .-c, .... 1998 CBC - WIND SPEED = 135 mph gusts ~ Exposure 'D" 130 mph Construct • Cabinet weight =6.0kfor 8 bay cabinet ' Structure will be @ a height of 40' max .l F3 ---- J:"1 ....,_ - -4'' l 25,:,• i'<P, . ,, zog (8 bays w/a 4" extension) or 208" for 8 bay t• ~ ~v" ,I ~ --'l 1:::-.... ,,.. ... -I::" - ;.( I F2 , . I I ..) ----· ....... -__...,,.. ,,,:it . "2-t\ ,_ Exposure r 130 f PH* . [:Ac units~ 24" Extension (Optionali:J Pwinc1= CeCq qJ c:::) (1.62)(1.4)(43.3 psf) (1) = 98.2 psf (HORIZONTAL & UPLIFT) OVERALL FORCES: F<1> = (98.2 psf)(93" x232")(1FT2/144'in2) = 14.7 k· Fc2> = (98.2 psf)(108" x 93")(1/144) = 6.9 k Fc3) = (98.2 psf)(84" X 208")(1/144) = 11.9 k (uplift) "short term loading" • *(4' = Use 43.3 psf, Max, UBC design speed, interpretation of 135 mph gust= 46.8/1.33 = 35.2 < 4i3 psf (see next page for seismicJoading) Use 43.3 psf ... ' '"' SEISMIC 199.8 CBC CODE ZONE4: Z=OA Assume Soil Type Se & So (USE WORST CASE) Fi,= a~a/p (1 + 3 hr)Wi, · &, hr ap = 2.5 Rp = 3.0 Ca= 0.44 Na (Soil So) Na= 1.5 Ca = 0.44(1.5) = 0.66 I= 1.50 Fp = (2.5)(.66)(1.SO) (4.0)W = 3.3W 3.0 -· Factored Seismic Load = E / 1.4 Wmax= 6000# EQ = 3.3W = 2.36W 1.4 F,-= (6000 #)(2.36) = 1r k < 1,7 k, "Seismic" "Wind" hx/hr = 1.0 :; WIND GOVERNS DESIGN ' .... r Aluminum Strength: Fy= 20 ksi Fv= 14 ksi Panels between Channels 1 LAANrJELS (SEE /\IE.llT ~E. ~ CAAt-i1Je1., INF0Rf"'P..'i\01V) (3003 -H 14 Material) Pw= 98.2 psf w = (98.2)(1') = 98.2 plf AReo = (98.2/2)(25.5/12)/[(14 ksi)(0.4)] = 0.018 in 2 AAcT = (0.19)(12") = 2.28 in 2 > 0.018 in 2 SxRE = (98.2)(25.5/12)2 (12) = 0_056 in3 . · Q (8)(.6)(20 ksi) s, (O.l4)2 (1'2) -0 0722 . 3 0 056 . 3 .rAcr= 6 -. m > . m __.,.. ______________ -· ·---·----··· ----~~ \ ...... ,.,_ MAX LOAD TO CHANNEL: Wwind = (98 psf)(25.5"/12';) =208.3 plf Rmax = (208.3 plf)(93"-6")(12)(1/2) = 755 # Mmax = {208.3)((93"-{6+7))/12)2/8 = 1157 # FT t "actual length measured" SxAcT =0.997 in3 (see printout) SxRea·o = (1157)(12)/(.6 x 20 ksi)(1.33). =0.867. in3 < 0.997 in~-Ok Paxial = (84/12)(1/2)(25.5/12)(0.19/12)(169) +50 # MISC. SPECIFIC WEIGHT: Steel+ rs= 490 #/FT3 = -70 # alurninurn-.ra1 = 169 #/FT3 Pan= (Ot9 in)(4.5 in)(0.4)(20 ksi) = 6.84 k just use outer channel Bending and axial: 0.070/6.84 k + 0.867/0.997 = 0.88 ~ 1 · Channels Ok between Panels j, Description Channels I· General Shapes #1 #2. #3 #4 #5 #6 #7 #8 Type ... Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular / Summary Height 1.125 in Height 1.125 in Height 1.190 in Height 1.190 in Height 1.190 in Height t .000 in Height 1.000 in Height 0.190 in Width 0.190 in Width 0.190 in Width 2.500 in Width 1.060 in · Width 1.060 in Width 0.190in Width 0.190 in Width 2.500 in Total Area 2.160 in2 lxx lyy 0.73 in4 1.16 in4 X cg Dist. Y cg Dist. 0.00 in 0.96in Edge Distances for CG. . +X 1.250 in -X -1.250 in +Y 0.734in -Y -0.961 in Xcg 0.095 in -0.095 in 0.000 in -0.530 in 0.530 in -1.155 in 1.155 in 0.000 in rxx ryy S left s right Stop S bottom Page 1 Ycg 0.753 in 0.753 in 1.600 in 1.410 in 1.410 in 1.005 in 1.005 in 0.095 in 0.582 in 0.732 in 0.927 in3 0.927 in3 .997 in3 0.761 in3 . -~ CABINET PLAN VIEW ..,....__1 ·20s" 12'\"' r ------------...,,...---.#--~-I /1,.C. OPT',(]1-' W = (98.2 psf)(93"/12)(1/2) = 381 plf 1 r r T-l . 0 V(1J = V(2> = (381 plf)(208"/12)(1/2)+(381 plf)(24/12} = 4.064 k V(a>= V(bl = (381 plf)(84"/12)(1/2)+(381 plf)(24/12) = 2.1 k MAX CHORD FORCE @ TOP T max= [(381 plf)(208"/12)2 / 8 J / (84"/12)= 2.04 k Tau= (0.19)(2)(1.25")(20 ksi)(0.4)(1.33) = 5.06 k > 2.04 k SHEAR@ ROOF AND WALLS Vmax = 4.064k/(84"/12} = 0.58 K/FT Vau = (0.19")(8")(20 ksi)(0.4)(1/4) = 12.2 k/ft > 0.58 k/ft Shear bolts = (8" spacing) Van= (1/4"/2)2 II x (36 ksi)(0.4)(1.33) =943 #/ bolt Vact. = (4.064 k) / (84"/8" bolts)= 387 #/bolt< 943 #/bolt (Roof Bolts OK) Shear Screws: (7.5" spacing) Van= (.209/2)2rr x (36 ksi)(0.4)(1.33) = 659 #/screw Vact. = (4.064k)/ (84"/7.5" bolts}= 363 #/screw< 659 #/screw (Wall Screw Ok} --~ -~4----------· -- Stress on Lip at Panel Ends ~or-rrriJuous ~~ -s,""11..A2 Iii< Top 810*-J--8]" l FOR CONtJE°C.TlOIJ i"O 'PAiJet..$, SEE ~\Q\A~ p,...0,1:, -,,,.-.,-'i='-i'--'---:......_,;:__: ____________________________ --· . . ~ -: ... ~ SxRE 'D (8IO#)(l"/2) = 0.0338 in3 Q (.6)(20 ksi) S~cr b: 2 = (12")(0.19")2 I 6 = 0.0722 in3 0.0722 in3 > 0.0338 in3 --·----~ --. ----" ••••• ~~-----. ----• ~~.:;::. ••• ~.-.-~-,..;,. __ ••• ,-c, ••• .:..,., •• ""'·c=·:·,=;,;-=:--,..,.,·_~c,-;-.,;,·-::•;-.-,·· ··, .... ·;-. •.·•· .••• ' ,. -OVERTURNING OFF BASE UN\1" ~·~eoi.r..@S'o.'-.1-----"'T"'T t R~ ~ RAa11owab1e = (700 #/bolt-Tension)(208/8 -#bolts)= 18.2 k > 8.2k :.overturning Ok · Shear force < Overturning force, Bolts Ok in Shear too. (Shear allowable > Shear actual) .. ----··--·······-·· ----------··-------·------·-~· . ----r-------.. I , .. DOOR ~,~,.~.,..,---------~- "-• -~ ¥ [):. c~) ?'e.·i> i301.rs. -ro 1'>00~ [gJ LZ) 7(s tp Bot..T~ TO WALt,. ~tJf!t.- t_ @_ 3 t.O!.AitO,w!,. Door weight = 100 # max (w/AC unit) 100/(2 x 3) = 167 # on bolt, :. Bolts Ok by inspection ~ -------------.. --~ . ----~-~·.~ . -_-,-.---. -~·· ·-~--~-~--:-:-··.-. .::::::-'\.,>-..TI7---:--... ---- TRANSPORTATION OF THE UNIT Waba'fS = 6000 # LOAD@ DOUBLE ¼PLATE= 6000/2 = 3000 # • EXTENSION PLATE Tall= (5.5n -2(.75n + 1/16n))(2 x1/4")(36 ksi)(.4) Tau= 27.9 k > 3.00 k T 00115 = 2(.75/2)2 II (.4)(36 ksi) = 12.7k > 3.00 k :. USE (2) ¾" cj, Bolt /7..) ¾ "¢ /50<.T " l,ZS ?." ---,,,. 3. 0 '( 1. "t.S' • 2¼ " Plates: Tau= (1.25 x 2)(2)(36 ksi)(.4) Tall = 72 k > 3.00 k Ok! USE (2)1/4" thick plates • LOAD TO STEEL FRAME Tau= (6")(1/4")(36 ksi)(.4) = 21.6.k > 3.00 k OK! FRAME (1/4" x 6" MEMBERS) ·-------------···-----···---··------. ·---·------·--,. , .. ~·-:.· ~-- ' " .. , ' ' , ' TETRA TECH COMMUNICATIONS REPRESENTATIVE IS Will Fergen 1-800-369-6690 EXT. 198 Structural OMWD Ops Center, CA Sabre Job Number 04-03121 REVISED STRUCTURAL ANALYSIS ' ' · ·01 · Murray Stt.-t ,·; .. : F'hona 712-%58-!l&J,O .. •· 1 ' l l ', i ' _ Structural Analysis Report Job Number: 04-03121 Revision A Existing 40.5' Sabre Communications Corporation 18-sided Monopole Located at West Olivenhain Encinitas, California Site Number: CA79758 Report Completed for Nextel Communications San Diego, California Prepared by Sabre Communications Corporation March 26, 2004 . • , Sabre Communications Corporation Job Number: Q4.Q3Ul Rev. A March 26, 2004 Structural Analysis Report Existing 40.5' Sabre Communications Corporation 18-sided Monopole Table of Contents INTRODUCTION ............ · ................................. 1 METHOD OF ANALYSIS ....................................... 1 SUPPORTED EQUIPMENT ................•................... 1 RESULTS .................................................. 1 CONCLUSIONS ............................................... 2 DESCRIPTION OF MONOPOLE PROGRAM ....................... 2 PLOTS & CALCULATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P1 & C1- Prepared by }<.J l Approved by fa;J ' / C6 Sabre Communications Corporation .Job Nwnber: 04-03121 Rev. A March 26, 2004 Introduction The purpose of this analysis is to determine if the existing tower is in conformance with the requirements of ANSlfTIA/EIA 222-F, while supporting specified equipment. The tower is a 40.5' 18-sided monopole and was originally .manufactured by Sabre Communications Corporation. The tower is located in West Olivenhain Encinitas, California. The analysis is being performed for Nextel Communications, San Diego, California. Method of Analysis The computer program that was used for this analysis is described on the attached page. The analysis was performed using a basic wind speed of 75 mph and 1/2" ice, in accordance with ANSlfflA/EIA 222-F. Allowable stresses, safety factors and load factors were also determined in accordance with this standard. Supported Equipment The analysis was performed for the tower, supporting the following equipment: 1. Twelve ( 12) 4.5' x 1' antennas on a special 9-Arm mount at 37.5', with twelve (12) 1-5/8" lines 2. Twelve (12) RV65-12-00DBL antennas on a 12' 3T-Arm at 28.5', with twelve (12) 7/8" lines · 3. Pine Branches from 11' to 45' The transmission lines are assumed to run inside the pole. Results The results of the analysis show no overstresses in any tower component. In addition, the results of the analysis show that the foundations are adequate. 1 Sabre Communications Corporation Job Number: 04-03121 Rev. A March 26, 2004 Conclusions Based on the preceding results, the following conclusions have been made: 1. The tower with specified equipment is adequate to achieve a basic wind speed rating of 75 mph and 1/2" ice, in accordance with ANSI/TIA/EIA 222- F. 2. No modifications are required, in order to meet the structural criteria stated above. 3. The analysis is valid only for the equipment listed above. If the equipment is not as listed, an additional analysis should be performed. 4. The analysis assumes that the tower contains no structural defects, and that all components have been installed properly. Description of Monopole Computer Program A customized monopole computer program is utilized by Sabre Communications to perform the structural analysis and design of monopoles. The basic criteria for designing a monopole such as wind speed, effective areas of monopole sections, allowable stresses, allowable rigidity and foundation requirements are based on ANSI/TIA/EIA Standard 222-F. A monopole is treated as a cantilevered beam with a fixed base support. Wind, ice and weight are the major design loads considered in the static analysis. Effects due to eccentric moments, torques, slopes and deflections are included in the computer program. After all the necessary input data is entered, the program will compute the effective area of each monopole section, the wind loads at each elevation, and the allowable capacity of each section. _ The total weight, wind shear, overturning moment and torque are calculated at each elevation, in order to determine stresses in each section of the monopole. The actual stresses are then compared with the allowable stresses to determine the stress levels and/or required sizes. 2 ,. ~ POLE SPECIACA TIONS ' POLE HEIGHT 39,50 FEET ' . TAPER ,3-400 IN/FT POLE SHAPE 18 SIDED POLYGON , ORIENTAllON Elev APPURTENANCE £i ANTENNA Lev Qtv ft. Fut DESCRIP ON I 1 36.50 12' 3T-Ann 5' Standoff 12 36.50 4-.5' X 1' 1 4-1.50 F TOP BRANCHES 1 36.50 F BRANCHES 2 1 27.50 F 12 3T-Arm 5' Standoff 12 27.50 F RV65-12-000BL 1 31.50 F BRANCHES 1 26.50 F BRANCHES 1 21.50 F BRANCHES 1 16.50 F BRANCHES 1 12.00 F BRANCHES I.Ffttili Flat-Flat l}l~Cf "'fil~T STEEL Sec TOPtl BOTII lbs SPEC ANISH 1 39.50 12.00 25.4-J ,1875 1481 A572-65 Golv llnl .Salts Holetf BP 37.00 4, 12.00 1.750 4,74, A633-60 Golv Boitlf Holell TOTAL 1955 AB 84-.00 2.25 2.625 597 A615-75 Golv-18" M LOAD CASE fl',IN~\ O,LF, RAO. FACTORS ~~g I DESCRIPTION mnh \'ERT. ICE GUST Cf I I ' 1l Max Wind 75,00 1,00 1,69 .65 24,34 I ' I I 21 Max Wind Lood x. 75 6-1.95 1.00 .50 1.69 .65 18.25 3 '-6" 12' 3T-Arm 5' Standoff I I 3 l Evervdav Ooerotlna 50.00 1.00 1.69 .65 10.82 I I I I I ' J I -& s.oo I 6x 12HAND 060; ISO: 300' RES. BASE REACT DISP OTOP Ii l -111 LOAD CASE Axial Shear Mom o,1t't 1::,J DESCRIPTION 1 iklos\ i'kros\ {ft-le) 1l Max Wind 6.1 15.1 4-00 1.1 2.54, 2 l Mox Wind Lood x. 75 9.1 11.6 309 ,9 1.97 3 l Evenidav OoerotiM 6.1 6.7 178 .5 1.13 I M' 1 ~ I l I I I) ANTENNA FEED LINES RUN INSIDE POLE I ' I I • t I -- I 27 ' 6" ---12' 3T-Arm 5' Standoff I I --I t I I I t 1• I ' En T ,rn,q 6i 12HAHD 060: 18(Y, 300' l l ' 1 l S' :IE ! ~~ :::.. I i;,J ~~ \, ~ ~ -;J.c. .., 0. . "'' i!. "' '----U2 I 32,8:3 f10){25EXIT 0270' Nextel Communications (8' A~) ~I-~~ West Olivenhain Encinitas, C/J {~,.--\ "rv ... .,..,.,110x25EXIT 0360' co~ CA79758 r ·-~::-i,~ toll 40.50 MONOPOLE . IJJJI HJ.:~~"-~ 1 37.0C)" Rnd BASE 1. 75 • lhk:k ...r ...... -= --~ I 04-03121 SIZE DRA1'1NG NO. I REV lllllJ 4-Bolts 2.25"41 UllU l 12.00" Salt 'Project 04-03121-01 A G.L. I 31.00• Solt C'rcfe DATE 26Mar04 A DRAWN BY -I SCALE I PAGE CHECKED.BY KJT -N.T.S. f) 1 ' '7•~ .. , . . . Page Cl JOB: 04-03121Sat 26-Mar-04 07:41 S~RE COMMUNICATIONS CORP 2101 Murray Street Nextel Communications Tel: 712.258.6690 Sioux City, IOWA 51101 West Olivenhain, Encinitas, CA Fax: 712.258.8250 TOP DIAMETER BOTTOM DIAMETER POLE HEIGHT BASE HEIGHT E-MODULUS 12.00 in. 25.43 in. 39.50 ft. 1.00 ft. 29000 ksi [ 12.19 in. Point-Point] [ 25.82 in. Point-Point] 18 SIDED FLAT ORIENTATION ABOVE GROUND 12000 ksi SHEAR MODULUS) APPURTENANCES ----------..... --------~'""···---------- POLE ATTACH POINTS: NO. 1 2 SECTIONS X,ft Qty 36.50 1 27.50 1 Bottom Thick Connect No. Xtft. in. ~ 1 39.50 .18750 C-Weld Description 12 1 3T-Arm 5 1 Standoff 12' 3T-Arm 5' Standoff Status Initial Appurt Future Appurt LAP Taper Length Weight Steel in. :1-~./ft ft. lbs Spec .3400 39.50 1481 A572-65 l?ole ~~~_ish GALV SECTION PROPERTIES Area Iz Ixiy ~x~r fy X,ft D,in T,in in,..2 in"4 in"4 in w/t d/t ksi 39.50 12.00 .1875 7.03 246 123 20.2 9.52 64.0 65.00 TOP 36.50 13.02 .1875 7.64 316 158 23.9 10.48 69.4 65.00 -Pl 31.50 14.72 .1875 8.65 462 231 30.9 12.08 78.5 65.00 27.50 16.08 .1875 9.46 602 301 36 . .9 13.36 85.8 65.00 -P.2 22.50 17.78 .1875 10.47 818 409 45.3 .14 .96 94.8 65.00 17·. 50 19.48 .1875 11.48 1080 540 54.6 i-6.56 103.9 65.00 16.50 19.82 .1875 11.68 1138 569 56.5 16.88 105.7 65.00 -P3 il.50 21.52 .1875 12.70 1460 730 66.8 18.47 114 .8 65.00 6.50 23.22 .1875 13.71 1836 918 77.9 20.07 123.8 65.00 . 1.50 24.92 .1875 14.72 2274 1137 89.9 21.67 132.9 65.00 .00 25.43 .1875 15.02 2418 1209 93.6 22.15 135.6 65.00 BASE PageC2 SABRE COMr;dUNICATIONS CORP 2101 Mur,ray Street JOB:. 04-03121 Sat 26.:....Mar-04 07: 41 Nextel Communications Tel: 712.258.6690 Sioux City, IOWA 51101 West Oliven~ain, Encinitas, CA Fax: 712.258.8250 CASE -1: Max Wind VERTICAL OLF ICE COVER STRESS REDUCTION STRESS AMPLIFY BASE ABOVE Grd APPURTENANCE LOADS 1.00 .oo in. .60 1.33 1.0 ft ·---·--·····-·· · TIA/EIA-222F WIND SPEED 75.0 mph 120.7 kph GUST FACTOR 1.69 EXPOSURE COEFF. .2857 Cf .650 REFERENCE HEIGHT 33.0 ft PRESSURE @Ref.Ht 24.3 psf 1165.Pa Center WEIGHT AREA Tx-CABLE FORCES MOMENT Line each ea5:h WIND TranY Ax-Z LongX Elev-ft lbs #/ft psf kips kips ft-k LEV QTY 1 1 12' 12 1 1 2 1 12' 12 1 1 1 1 1 RESULTS DESCRIPTION ft 2 3T-Arm 5' Standoff 36.50 846 • 0 Qty 25.29 .00 4.5 1 X l' 36.50 30 . 0 1 5/8" 12 1.040 25.24 .00 TOP BRANCHES 41.50 250 71. 0 None 1 .000 26.16 1. 86 BRANCHES 36.50 250 86.8 None 1 .000 25.24 2.19 3T-Arm 51 Standoff 27.50 846 .o 24.34 .00 RV65-12-00DBL BRANCHES BRANCHES BRANCHES BRANCHES BRANCHES X,ft 39.50 36.50 31..50 27.50 22.50 17.50 16.50 11.50 6.50 1.50 .oo WIND psf 16.8 16.4 15.8 15.8 15.8 15.8 15.8 15.8 15.8 15.8 15.8 27.50 21 • 0 7/811 12 .540 24.34 .00 31.50 250 86.8 None 1 .000 24.34 2.11 26.50 250 86.8 None 1 .000 24.34 2.11 21.50 250 86.8 7/8" 1 .000 24.34 2.11 16.50 250 86.8 None 1 .ooo 24.34 2.11 12.00 200 69.4 None 1 .000 24.34 1. 69 1---FORCES,kips 7--1---MOMENTS,ft-kips--,-ISTRE?S ALL(?W Shearx ShearY AxiaZ BendX BendY TorqZ ksi ks1 .o .o .o .o .o .0 .01 51.87 .o 4.2 -2.1 -9.4 .0 .o 5.07 51.87 .o 4.3 -2.3 -30.6 .o .o 12.16 51.87 .0 8.7 -4.1 -54.2 .0 .0 18.15 51.87 .o 8.8 -4.3 -97.8 .o .o 26.34 51.87 .o 8.9 -4.4 -141.8 .o .o 31.59 51.87 .o 14.9 -5.2 -153.6 .o .0 33.11 51.87 .0 15.0 -5.5 -227.9 .0 rO 41.42 51.87 .o 15.1 -5.8 -302.8 .0 .o 47.12 51.87 .0 15.1 -6.1 -378.2 .0 .0 50.94 51.87 .0 15.1 -6.1 400.9 .o .o 51.81 51.87 -.85 .0 -.82 -.25 -.25 -.85 -.43 -.25 -.25 -.25 -.25 -.20 CSR .000 .098 .235 .350 .508 .609 .638 .798 .908 .982 .999 . 0 DISl?LACEMENTS Xft. 36.50 27.50 16.50 1---------DEFLECTION ft.-----------1-----ROTATION, deg-------]MicroW X y z XY-Result X y z XY-Res Allow .oo .97 · -.02 .97< 2.65%> -2.54 .00 .oo 2.54 .oo .59 -.01 .59< 2.141> -2.23 .00 .00 2.23 .00 .22 .00 .22< 1.36%> -1.49 .00 .00 1.49 ' r. 'l> • PageC3 SABRE CO~ICA'l'IONS CORP 2101 MuFray Street JOB: 04-03121Sat 26-Mar-04 07:41 Nextel Communications Tel: 712.258.6690 Sioux City, IOWA 51101 West Olivenhain, Encinitas, CA Fax: 712.258.8250 CASE -2: Max Wind Load x.75 VERTICAL OLF ICE COVER STRESS REDUCTION STRESS AMPLIFY BASE ABOVE Grd APPURTENANCE LOADS ---.. ··--··--·------·-· .. --TIA/EIA-222F 1.00 .so in. .60 1.33 1.0 ft WIND SPEED GUST FACTOR EXPOSURE COEFF. Cf . REFERENCE HEIGHT PRESSURE @Ref.Ht 65.0 mph 104.S kph 1.69 .2857 .650 33.0 ft 18.3 psf 873.Pa Center WEIGHT AREA Tx-CABLE FORCES MOMENT Line each each WIND TranY Ax-Z LongX LEV QTY DESCRIPTION Elev-ft lbs ft"2 #/ft psf kips kips ft-k 1 1 12 1 12 1 1 2 1 12 1 12 1 1 1 1 1 RESULTS 3T-Arm 5' Standoff 36.50 930 .0 Qty 18.97 4.5' X 1 1 36.50 59 .o 1 5/8 11 12 1.040 18.93 TOP BRANCHES 41.50 500 73 .5 None 1 .000 19.62 BRANCHES 36, 50 500 88.5 None 1 .000 18.93 3T-Arm 5' Standoff 27.50 930 .0 18.25 RV65-12-00DBL BRANCHES BRANCHES BRANCHES BRANCHES. BRANCHES X,ft 39.50 36.50 31.50 27.50 22.50 17.50 16.50 11.50 6.50 . 1.50 .oo WIND psf 12.6 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 27.50 4.2 • 0 7/8 11 12 .540 18.25 31.50 500 88.5 None 1 .. ooo 18.25 26.50 500 88.5 None 1 .000 18.25 21.50 500 88.5 7/811 1 .000 18.25 16.50 sob 88.5 None 1 .000 18.25 12.00 400 70.8 None 1 .000 18.25 1---FORCES,kips 7--l---MOMENTS,ft-kips---lSTRE9S ShearX ShearY Ax1az BendX BendY TorqZ ksi .o .o -.1 .0 .0 .0 .01 .o 3.3 -3.2 -7.3 .0 .0 4.14 .o 3.4 -3.4 -23.8 .o .o .9.66 .o 6.8 -6.1 -42.2 .0 .0 14.42 .o 6.8 -6.4 -75.9 .o .o 20.74 .0 6.9 -6.5 -110.0 .o .o 24.77 .o 11.5 -8.0 -119.2 .0 .o 26.03 .o 11.5 -8.4 -176.4 .o .0 32.39 .o 11.6 -8.8 -234.1 .o .o 36.74 .o 11.6 -9.1 -292:1 .0 .o 39.64 .o 11.6 -9.1 309.5 .o .o 40.29 .00 .00 1.44 1. 68 .oo .00 1. 62 1.62 1.62 1. 62 1.29 ALLOW ksi 51.87 51. 87 51.87 51.87 51.87 51.87 51.87 51. 87 51. 87 51. 87 51.87 -.93 .o -1.17 -.so -.so -• .93 -.68 -.so -.so -.so -.50 -.40 CSR .000 .080 .186 .278 .400 .477 .502 .624 .708 .764 .777 . 0 DISPLACEMENTS Xft. 36.50 27.50 16.50 !---------DEFLECTION X Y Z .00 .75 -.01 .00 .45 -.01 .00 .17 .00 ft.-----------1-----ROTATION, deg-------jMicroW XY-Result X y z XY-Res Allow .75< 2.05%> -1.97 .00 .00 1.97 .45< 1.65%> -1.73 .00 .00 1.73 .17< 1.05%> -1.15 .oo .00 1.15 PageC4 SABRE CO~ICATIONS CORP JOB: 04-03121Sat 26-Mar-04 07:41 2101 Mu:r.ray Street Nextel Communications Tel: 712.258.6690 Sioux City, IOWA 51101 West Olivenhain, Encinitas, CA Fax: 712.258.8250 CASE -.3: Everyday Operating -·-~=-·-·-·----------·--TIA/EIA-222F VERTICAL OLF 1.00 WIND SPEED 50.0 mph 80.5 kph ICE COVER .00 in. GUST FACTOR 1.69 STRESS REDUCTION .60 EXPOSURE COEFF. .2857 STRESS AMPLIFY 1.33 Cf . .650 BASE ABOVE Grd 1.0 ft REFERENCE HEIGHT 33.0 ft PRESSURE @Ref.Ht 10.8 psf 518.Pa AFFURTENANCE LOADS Center WEIGHT AREA Tx-CABLE FORCES MOMENT Line each each WIND TranY AX-Z LongX LEV QTY DESCRIPTION Elev-ft lbs ft"'2 #/ft psf kips kips ft-k 1 1 12 1 12 1 1 2 1 12' 12 1 1 1 1 1 RESULTS 3T-Arm 5' Standoff 36.50 846 .o Qty 11.24 4.51 X 1 1 36.50 30 .0 1 5/811 12 1.040 11.22 TOP BRANCHES 41.50 250 71.0 None 1 .000 11.63 BRANCHES 36.50 250 86.8 None 1 .000 11.22 3T-Arm 5' Standoff 27.50 846 .o 10.82 RV65-12-00DBL BRANCHES . BRANCHES BRANCHES BRANCHES BRANCHES X,ft 39.50 36.S0 31.50 27.50 22.50 17.50 16 .so 11.50 6.50 1.50 .oo WIND psf 7.5 7.3 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 27.50 21 . 0 7/8 11 12 .540 10.82 31.50 250 86.8 None 1 .000 10.82 26.50 250 86.8 None 1 .ooo 10.82 21.50 250 86.8 7/811 1 .000 10.8.2 16.50 250 86.8 None 1 .000 10.82 12.00 200 69.4 None 1 .000 10.82 1---FORCES,kips :--I---MOMENTS,ft-kips---lSTRE$S Shearx ShearY AxiaZ BendX BendY TorgZ ksi • 0 • 0 . 0 • 0 . 0 . 0 • 01 .o 1.9 -2.3 -4.2 .o .0 2.43 .o 1.9 -2.4 -13.6 .o .o 5.57 .o 3.9 -4.3 -24.1 .o .0 8.33 .o 3.9 -4.5 -43.5 .o .o 11.96 .o 3.9 -4.6 -63.0 .o .o 14.27 .o 6.6 -5.4 -68.3 .o .o 14.99 .o 6.7 -5.7 -101.3 .o .o 18.67 .o 6.7 -5.9 -134.6 .o .0 21.19 .o 6.7 -6.1 -168.1 .o .o 22.87 .o 6.7 -6.1 178.2 .o .o 23.25 .00 -.85 .0 .00 .83 .97 .00 .00 .94 ·. 94 .94 .94 .75 ALLOW ksi 51. 87 51.87 51. 87 51.87 51.87 51. 87 51.87 51.87 51.87 51. 87 51.87 -.82 -.25 -.25 -.85 -.43 -.25 -.25 -.25 -.25 -.20 CSR .000 .047 .107 .161 .231 .275 .289 .360 .408 .441 .448 . 0 DISPLACEMENTS Xft. 36.50 27.50 16.50 !---------DEFLECTION X Y Z .00 .43 .00 .00 .26 .00 .oo .10 .00 ft.----------~1-----ROTATION, deg-------lMicroW XY-Result X y z XY-Res Allow .43< 1.18%> -1.13 .00 .oo 1.13 .26< .95%> -.99 .00 .00 .99 .10< .60%> -.66 .00 .00 .66· SABRE COMMONICATIONS CORP 2101 Murray Street Page CS JOB: 04-03121 Sat 26·-Mar-04 07: 41 Nexte1 Communications Tel: 712.258.6690 Sioux 'City, IOWA 51101 West Olivenhain, Encinitas, CA Fax: 712.258.8250 LOAD CASE DESCRIPTION 1 Max Wind 2 Max Wind 3 STRESS ENVELOPE BOT-UP X,ft. 39.50 36.50 31.50 27.50 22.50 17.50 16.50 11.50 6.50 1.50 .00 TOP DOWN .00 TOP 3.00-1 8.00 12.00-2 17.00 22.00 23.00-3 28.00 33.00 38.00 39.50 BASE FORCES, kips X X · :~ .00 15.15 -6.09 .00 11.64 -9.05 .00 6.73 -6.08 +-----COMBINED-~--+ STRESS STRESS LOAD MOMENTS, ~ 400.9 309.5 178.2 ft-kips X ~- • 0 . 0 • 0 . 0 • 0 . 0 ksi RATIO CASE Qty APPURTENANCE .01 .000 2 -Pl 5.07 .098 1 (1} 12' 3T-Arm 5' Standoff 12.16 .23~ 1 -P2 18.15 .350 1 (1) 12' 3T-Arm 5' Standoff 26.34 .508 1 31.59 .609 1 -P3 33.11 .638 1 (O} None 41.42 .798 1 47.12 .908 1 50.94 .982 1 51.81 .999 1 , .... ~ t ,1-J "' PageC6 rs SABRE COMMUNICATIONS CORP 2101 Murray Street JOB: 04-03121Sat 26-Mar-04 07:41 Nextel Communications Tel: 712.258.6690 Sioux ~ity, IOWA 51101 West Olivenhain, Encinitas, CA Fax: 712.258.8250 POLE DATA DIAMETER = PLATE = TAPER :::: POLE Fy = SHAPE: 18 SIDED POLYGON with FLAT-FLAT ORIENTATION BOLTS EVENLY SPACED 21.92 in. ON CENTER 25.43 in. BASE AXIAL FORCE= -6.1 kips .1875 in. ACTIONS SHEAR X = .o kips .3400 in/ft SHEAR Y = 15.1 kips 65.00 ksi X-AXIS MOM= 283.4 ft-kips Y-Axis MOM= 283.4 ft-kips Z-Axis MOM= .o ft-kips Design: ANY Orientation Reactions at 45.00 deg to X-AXIS Vert Long Tran Tran Long Vert BOLT LOADS AXIAL -COMPRESSION = 156. 72 kips AXIAL -TENSION = 153.67 kips SHEAR 3.79 kiJ?S AXIAL STRESS = 47.28 ksi SHEAR STRESS = 1.23 ksi YIELD STRENGTH Fy = 75.00 ksi CSR ALLOW STRENGTH Fa ( .60 X 1.33] = 59.85 ksi .791 TENSION AREA REQUIRED = 2.57 in"2 TENSION AREA FURNISHED = 3.25 in"2 ROOT AREA FURNISHED = 3.07 in"2 ANCHOR BOLT DESIGN USED 4 Bolts on a 31. 00 in. Bolt Circle 2.250 in. Diameter 67.13 in. Embedded 12.00 in. Ex osed 84LOO in. Total Len th CONCRETE BOND -Fe= 4000 psi EIA-F SHIP (lbs) 597 TENSION: NUT: 96.49 kiJ?S 120,51 ps;i. 303.26 J?Sl. 26.67 1.n. COMPRESSION: NUT: BASE PLATE [Bend Model: YIELD STRENGTH BEND LINE WIDTH PLATE MOMENT ACTING: ALLOW: LENGTH REQD: ---1/4 Circ ] = 60.0 ksi = 20.2 in. = 428.0 in-kips = 1.63 in. ACTING: ALLOW: LENGTH REQD: BASE PLATE 1~75 in. THICK 37.00 in. ROUND 81. 51 kiJ?S 158.50 ps~ 303.26 ]?SJ. 35.08 in. USED SHIP THICKNESS REQD BENDING STRESS ALLOWABLE [Fy x .60 = 41. 6 ksi 47.9 ksi 12.00 in. CENTER HOLE (lbs) _FORCES-(kips) _ LC Axial ShaarX ShaarY 1 6 .1 , 0 15 .1 2 9.1 .o 11.6 3 6.1 .0 6.7 = X 1.33] _ MOMENXS-(ft-k) X-axis Y-axis TorQ 400 0 .o 309 0 . 0 178 0 .0 ·. 00 in. 474 ABol t-Str Pl.ate-Str ABol t-Bond Actual Allow_ Actual Allow_ Actual Allow _Design ksi ksi ksi ksi psi psi Code -48.3 59.9 41.6 47.9 158 303 EIA-F -37.6 =!9,9 31.8 47.9 85 303 EIA-F -21.7 59.9 18,? 47.9 -23 303 EIA-F