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Home My WebLink AboutALL DOCS - 13-00041 - 164 W 1st N - Steiner Grain Elevator - AntennaCITY OF Please Complete the Entire Application! If the clucstior.r docs not apply fill in Nl\ for non applicablcREXBURG-. ClL, .... ... America\ Family Cllnmunity COMMERCIAL & MULTI FAMILY BUILDING PERMIT APPLICATION 35 N 1* E. REXBURG. ID 83440 208-372-2326 PARCE,L NUMBE,R: SUBDIVISION: fl-a, se e ee a'rt+ct? eo bq"L bsezwT7o'L We will provide this for you) UNIT# BLOCK# LOT# ing is based on the information - must be accurate CONTACT PHONE # PROPERTYADDRE,SS. /hA Til T'IfI PHONE #: Home OWNER MAILING ADDRE,SS:.CITY:-STATE:-ZIP: APPLICANT (If other than owner) (Applicant if other than o'wner, a statement authorizing applicant to act as agent for owrier must accompany this APPLICANT INFORMATION: ADDRESS SrArE; zn g3AV PHONE #: Home woru)t&-?<s -Q€4n MAILING ADDRESS: PHONE: Cell# CITY-STATF.-ZIP EMAIL-IDAHO REGISTRATION # & EXP. DA (If yes, list previous o)'ner's name) Is this a lot split? /*O tr yES How many buildings are located on this properry? Did you recently purchase this propertyl e/O n \.ES @lease bdng copy of new description of properry) PROPOSE,D USE: (i.e., Single Family Residence, Multi Family, Aparrments, Remodel, Garage, Commercial,Etc.) The building official may revoke a permit on approval issued under the provisions of the 2003 Intemational Code in cases uf u"y i1.e stut"-".t o. -i*epresentation of factin the application or on on which rhe pemir oropproval u Pemit void if not strted within 180 days. Pemit roid if work stops for 180 days. Signarure of Owner/Apphcant "1JgDo you prefer to be contacted b;' faxi email or phone? WARNING- BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginningltzyzgJ-&0!. City ofRexburg's Acceptance ofthe plan rcview fee does not constitute plan apprcvat APPLICANT'S SIGNATURE, CERTITICATION AND AUTHORIZATION: Under penalty orperjuy, r hereby certifi, that r haYe read this application and state that the infomation herein is correct and I swer that any infomation which may hereafter be given by me in heaings belore thePlanning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and conect. I agree io comply with'all Ciq, regulations uid S,u," laws relatingto the subiect matter of this application and hereby authorized representatives of the City to enter upon the above-mentio."d prop..ty foi in$ections purpose s. NOTE: f *Building Pemit Fees are due at time of application* *Building Pemits are void if your check does not clear** www.rexburg.org Building Sofety Depqrlmenl City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Pbt" sd€ alhcled noif,aafi)o Lenel Affidavit of Legal Interest State ofldaho County of Madison I, Name Address State Being fust duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A.That I am the record ov/ner of the property described on the attached, and I grant my perrnlsslon to: Name Address to submit the accompanying application petaining to that properry. B. I agree to indemni$r, defend and hold Rexburg City and its employees harmless from any claim or liabiJity resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: CITY OF REXBURG' c\r- Ameicai Family Cammunity City 20 Signature My commission expires: I . Pagp 1 ldfrH$|lclact Nrnc Tr!c: OtE: tfovcrnber 1,20'az (lTilIFTAL EIYFTAI'ICTVtlrdals Sawi(f m behalf of &atat ['|r SmCsmpH slrirGrt*rElacor Rrdug,lD S4.0 St.tic Sibl*o; t0t33ffi Sfirt*mc: RdrgGraFlllitcArttrrc: 16{ W. 1. N Dcattlh Crrtef: InpnsiAT&T$fico|lwlhtup.cbut &ottttftrffidwldilrb, Thaprnpa.othrhler-bpm,nryou1grndicr$dAT&T tt bc acrturrp rt! rfibnus srrt modicr{ior ttutr t ru v**rl dnrn;bdffi bcfr,,l€H on }rurp.o9G.tr Thtrctt gqacd iid''lr lu*r0 rw LIE rnhrvral o rrc ac|*tg ail|firr rfry. kt orda. b tckurrcdet 'at tuFl of lib laicr, pl$c tbntcbri, rr! rsrtl F: Nr<rrc gdiict hda. Rir Drrclspncntsc.is.2ro s. trrbd* Arr., Egrr; p ..a+f tt po..ttc, c.o.a;t'; rarrrd ry biltd'l'@ rfi b nAaitt rrc oddnd. lf ndtl€dil rdcr r rir rslvs-"*e,ir un aayr. w "r a*rnchsl rlcfiG hni ben $,!n. lfyouirrlrtvqt.$on (rflqJJlrdfiondl*onrudo!,pl6rmntEtmd(20s.83&ss14). rricpnd*yurrerHmochtp qrtrttg F.rJon of ti trrr snnudclonr bdttty. qoold!,. il*rBdrk r PotidGr Rfyrr Oa,SF|trcrf Scrylcs. |lC 219 S.$,borltlirAn. Eagb.D eFt6 e$&8814 ll*:.@ llc ftt0dtcrton bth odlhgATtTnflN.sr hcfy. vi: i Building Sofety Deportmenl City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 CITY OF REXBURG- c|t, A m e rica\ Family Communi.ywww.rexburg.org Properly lines Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that properry lines are shown accurately. It is the Developer's responsibility to correctly identift on the site plan the location of these lines in tefetence to the pubtc right-of-way, other adjoining property lines, the street, other sftuctures and all utility lines. The Developer should find property pins that are still available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accurate property line infotmation is a must for a timely review In addition to finding existing property pins,legal descriptions should be checked. The best way to identiS' property line location is with aland survey. The City of Rexburg has aerial photos and a parcel line layer that can be checked, but they are only a tool and are flot guaranteed fot accuracy. If you want to request a copy of your lot, see the front counter at the Community Development Department. I have read and undetstand the above requirements. Signature Name Business 35 Norfh lY Eosl Rexburg, lD 83440 Applicqlion CITY OF Phone: 208.359.3020 Fox: 208.359.3022 REXBURGctr, Ameria\ Family (hmmunitv Please take the time to answer all questions so that we can further assist you and your facility Thank you nlA EYtsrtrtT 9rL What type of business will be performed Will the business have food preparations? Will there be any cooking of foods? Will there be any deep fat frying? Will you have food disposal on site? Will there be any maintenance or mechanical work in the building? Will there be sumps or floor drains in the facility? Will the business require more parking? Will the business have any chemicals on site? Is this business occupying an existing building? Will the business be doing any structural/or remodeling changes to the building? Any changes to the electrical? Any changes to the plumbing? Is this business planned to be the same with different ownership? Will there be a change of occupancy? Applicants Signature Phone QYes O No OYes O No QYes O No QYes O No QYes O No OYes O No QYesONo QYes O No QYes O No QYes O No QYes O No QYes O No QYes O No QYes O No ) -)-/3 Date I Certify that The information that I have provided above is to the best of my knowledge accurate and true. O n)* Permit# Building Sofely Depqrlmenl Phone: 208.372.2326 Fox: 208.359.3022 www.rexbvrg.org City ol Rexburg a.: tlY()f RE,XI3IJRG.U A. tt.{ n.\t\ lt trt l tt' ( i'n,rrtt rtirr.35N I,'E Rexburo. lD 83440 OWNE,R'S NAME PROPERTY ADDRE,SS SUBDIVISION PHASE,LOT BLOCK Requircd!!! Plumbing Contractor's Name Address Cell Phone Business Phone (coMMERcIAL/INDUSTRIAL)Totalcostofplumbingsystem(ContractedAmount)$- (ndadu|hecostofmateia/sinra//edregardlessofthepafjltttpp!ingit.Thefeeslstedunderthisinspedion4,pesha//4p/1toan1anda//p/un not specifcalljt mentioned ebewhere on thisfom). tr Up to $10,000 (total cost of system x 0.02) + 60 = $ I Between $101001 - $100,000 ( (-total cost of s}'stem - 10.000) x 0.01) + $260 = $ tr Ovet $100,001 ( (total cost of s)'stem - 100.000) x 0.005) + $1,160 = $ RESIDENTIAL Ncw: Siaglc Faaily Dwclliag, iacludiag aII buildiags with vziting bcing coastuctcd on cech propctty. (*Based on liuiag spece, sce defraition belovz) tr Up to 1,500 sq ft - $130 n 1,501 to 2,500 sq ft - 9195 tr 2,501 to 3,500 sq ft - $260 D 3,501 to 4,500 sq ft - 9325 tr Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional 1.000 sq. ft. or portion thereo0). Ncw: Multi-Feaily Dorclliag (Coaazcan OaIy) tr Duplex Apartment $260 D Three or more multi-family units: $130 pet building plus $65 per unit ($130 x # of buildings) + ($65 x # of units) I Existing Residence, and Detached Shop: $65 fee plus $10 per fixture up to the maximum of the cortesponding sq. ft. of the buddrnE f$65 + ($10 x # of fixtures)) tr Gray Water Systems: $130 n Lawn Sptinklers/Backflow Device: 965 I Modular, Manufactuted ot Mobile Homes: $65 for sewer and water stub connections I Multipulpose Fite Sprinkler and Domestic Water Supply System: $65 fee or $4 per sprinkler head, whichever ls greatef Scwct& Wetct n $38 Sewer Line l$38 Water Line l$65 Sewer & Water- if inspected at the same time - $65 Sewer turnaround under house (change from septic to ciry) MISCELLANEOUS n Plan Check $65 per hour tr Technical Service: $65 per hour n Gas Line: $65 tr Water Heater Replacement $65 tr Requested Inspection: $65 ! Hydronic Heating: $65 + ($10 x # of manifolds/zones) *Living Space - space within a dwell-ing unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking, bathing, washing, recreation, and sanitation purposes. An unfinished basement is considered part of the living space. Signature of Licensed Contractor License number & Exp. date Date Plumbing Business Name City State Zio Fax htk o Building Sofety Depqrtmenl City of Rexburg Phone: 208.372.2341 Fox: 208.359.3022 Permit# CITY OF REXBURG c[,--. Ameica\ Family Communitywww.rexburg.org OWNER'S NAME PROPE,RTY ADDRESS SUBDIVISION PHASE LOT_ BLOCK_ Mechanical Contractor's Name Address Requircd!!!Mechanical Business Name City State Zio Cell Phone Fax Business Phone (COMMERCIAL/INDUSTRIAL) Total cost of plumbing system (Contracted Amount) $- (ncludes the cost of nateriak in$al/ed regardhss of the pa@ :applting it. The fees li$ed under thh inspection rype sball appl1t to anlt and a// methanica/ in$allations not tpedf m@ rzentioned e/sewhere on thh fonn). I Up to $10,000 (total cost of s]'stem x 0.02) + 60 = $ tr Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + 9260 = g tr Over $1001001 ( (totat cost ofsyste x 0.005) + 91,160 = g RESIDENTIAL Ncw: Siaglc FaailyDwclliag, iacludiag eII buildiags vzirt wfuiag bciag coasfractcd oa cech ptopctty. (*Based on liuiag spece, scc dcfaitioa bclow) I Up to 1,500 sq ft - $130 tr 2,501. to 3,500 sq ft - $260 tr 1,501 to 2,500 sq ft - 9195 I 3,501 to 4,500 sq ft - $325 n Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional 1.000 sq. ft. or portion thereoO). Ncw: Multi-Faaily Dwclliag (Coaaz ctos OaIy) n Duplex Apartment $260 I Three ot more multi-family units: $130 per building plus $65 per unic ($130 x # of buildings) + ($65 x # of units) tr Existing Residence, Modulat, Manufactured ot Mobile Flomes and Detached Shop: g65 fee plus $10 perxxHVAC equipment being installed up to the maximum of the conesponding sq. ft. of the building ($65 + ($10 x # of fixtures)) MISCELI-ANEOUS tr Plan Check 965 perhour I Technical Service: 965 pet hour tr Gas Line: $65 tr lVater Heater Replacement $65 r Requested Inspection: $65 E Fiteplace/Solid Fuel Burning Appliance: $65 per inspection *Living Space - space within a dwelling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cookingbathing, washing, recreation, and sanitation purposes. An unfinished basement is considered part of the living space.x*Examples of H\IAC Equipment-furnace replacement, solar, water heater, etc. Signature of Licensed Contractor License number & Exp. date Date Building Sofety Depqrlmenl REXBURG- Q08)372-2344 / Fax - Q08)3s9-3022City of Rexburg Am eria's Fanily (hfr munitv Permit# OF 35 N. 1s E., Rexburg, Id 83440 Phone - Q08)359-3020 / Hotline OWNER'S NAME PROPERTY ADDRE,SS SUBDIVISION PHASE,BLOT Requircd!!!ELECTRIC.4L Electrical Contractor's Name Business Name Address city_state zip_ Cell Phone Business Phone Fax (coMMERcIAL/INDUSTRIAL)Totalcostofelectricalsystem(ContractedAmount)$- (nckdatbecostofna*ria/sinfa//edregard/essoftheparrsapp/1lingil.Thefee[listedunderthisintpectionfpetha//Ep!ltoan1anda//e/e not rpecifcallj, nentioned ehewhere on thitforn). n Up to $101000 (total cost of system x 0.02) + 60 = $ D Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + g260 = g tr Over 9100,001 ( (total cost ofsystem- 100.000) x 0.005) + 91,160 = g Small Works (Contractors ONL!: $10 fee for work not exceeding $200 in cost and not involving a change in service connections. Does NOT require insDection. RESIDENTIAL Ncw: Siaglc Faaily Dwclliag, iacludiag dI buildiags with vzitiag beiag coasaucbd oa cach prcpctty. (*Btsed oa liuiag specc,scc dcfraitioa bclow) tr Up to 1,500 sq ft - $130 tr 1,501 to 2,500 sq ft - g195 tr 2,501 to 3,500 sq ft - 9260 I 3,501 to 4,500 sq ft _ g325 tr Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof (g325 + (g65 x # of additional 1.000 so. ft. or portion thereoO). Ncw: Multi-Femily Dwclliag (Coaazctos OaIy) D Duplex Apartment 9260 I Three or more multi-family units: $130 per building plus $65 per unit: ($130 x # of buildings) + ($65 x # of units) tr Existing Residence, Modulat, Manufactured of Mobile Homes, and Detached Shop: $65 fee plus $10 per branch circuit, up to the maximum of the corresponding sq. ft. of the building ($e5 + ($tO x # branch circuits)) tr Cenffal Heanng/Cooling Systems: $65 S7hen NOT part of new residential or HVAC permit with no additional Witirg tr Spas, Hot Tubs, and Swimming Pools: $65 fee for each trip to inspect Pumps-Vete4 kigatioa, Scwagc (each aotot) tr $65 up to 25HP .995 - 26 to 200HP 19130 over 200 Hp MISCELLANEOUS tr Tempotary Construction Services ONLY: 200 amp ot less, one location (for a penod not to exceed 1 year) - $65 r Temporary Arnusement $65 fee plus $10 per ride, concession or generator n Irdgation Machine: $65 for center pivot plus $10 per tower of drive motor n Technical Service: $65 per hour tr Plan Check 965 per hour D Requested Inspection: 965 *Living Space - space within a dwelling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking,bathing, washing, recreation, and sanitation pulposes. An unfinished basement is considered part of the living space. of Licensed Contractor License number & exo. date Date nW tvrs 7 Building Sofety Depqrtmenl City of Rexburg c l't'Y o f REXBURG ca, Amelicrt Fam ih (b mmuaity 35 N. 1" E., Rexburg, Id 83440 Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax- e0B\359-3022 LOCATION OF WORKTO BE DONE: Street Address Where Work Will Be Done: Business Name Where Work Will Be Done: Dates for Work to Be Done:To Contact Person: Phone Number:Cell #: Requircd!!!FIRE SPRINI<LER Fire Sprinkler Contractor's Name: Business Name Address City State-Zip Cell Phone Business Phone Fax (COMMERCIAL/INDUSTRIAL) Total cost of fire sprinkler system (Contracted Amount) $ (ncludet the cost of nateials installed regardless of the pa@ suPPhin7 it Thefees listed under this inspection Apeshall appfi to an1 and a//fre alarw installations not spedfca$t mentioned elsewhere on tbisforn). ! Up to $101000 (total cost of system x 0.02) + 60 = $ tr Befween $10,001 - $1001000 ( (total cost of system - 10.000) x 0.01) + g260 = g ! Over $100,00L ( (total cost of system - 100,000) x 0.005) + 91,160 = g MISCELLANEOUS ! Existing Inspection Base: 960 ! Re- Inspection: 965 per trip ! New construction $1per sprinkler head ($21000 maximum)number head atwe of Licensed Contractor License number &. date Date O ht* € xts74 7 35 N. 1s E., Rexburg, Id 83440 Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Ftx - Q08)359-3022 LOCATION OF WORKTO BE DONE: Street Address Where Work Will Be Done: Business Name Where Work Will Be Done: Dates for Work to Be Done: Contact Person: Building Sofety Deporlmenl City of Rexburg To CITY OT REXBURG cL' ----.-.-- Ameriil:s I:omiu th m munity Phone Number:Cell #: Requircd!!!FIRET4LT4RM Fite Alarm Contractor's Name Business Name Address City Stare-Zip Cell Phone _Business Phone Fax (COMMERCIAL/INDUSTRIAL) Total cost of fire alarm system (Contracted Amount) $ (ncludes the cost of naterials installed regardless of the pa@ suPPbiny it. Tbe fees listed under this intpection Ap€shall appfi to anl and a//fre alarm installations not Qecifcallt mentioned elsewhere on thisform). I Up to $101000 (total cost of system x 0.02) + 60 = $ tr Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + $260 = $ tr Over $100,001 ( (total cost of system - 100.000) x 0.005) + $1,160 = $ MISCELLANEOUS rt Plan Review per Ffour: 965 per hour ! Re- Inspection: $65 per trip ature of Licensed Contractor License number & e date Date SUBCONTRACTOR LIST CL tr'r.fie.nar/ok Excavation & Earthwork: {o 7t ff?ouoeo whqt QrtilAcpe /s SeleerQ- Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating: Electrical: Special Construction (Manufacturer or Supplier) RoofT trloor/Ceiling Joists: Siding/Exterior Trim: Other: EXE,MPTIONS F'ROM STATE, RE,GISTRATION As ofJanuary 1,2006, the City of Rexburg can no longer sell permits without having a copy of your State regisffation number or your exemption from the State registration. Please send a copy of yo,rt state registration orfill out this form showing your exemption and send it with your license renewal ot yo,rt next permit applicatio.r. (This list is a summarizatton of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho. gor. / cont. htm) tr Cunently State licensed pursuant to Tide 54Idaho Code, Chapters: I Architects, 10 Electtical Contractors/Journeyman, 1 2 Engineers/Surveyors, 19 Public Works Contractors (exempt from fee only registation required), 26 Plumbing/Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems tr Employee or volunteer of a licensed conffactor or part of an educational curriculum or nonprofit charitable activity with no wages or saIary tr Employee of a US Govetnment agency (State, City, County, or other municipality) tr Public Utility doing construction, maintenance, or development to its own business tr Involved with gas, oil or mineral operations tr Supplier doing no installation or fabricating tr Contracting a project or projects with a rotal cost less rhan $2000 tr Operation of a farm or ranch or construction of agriculture buildings exempt ftom Idaho Building Codetr Any type of water district operarions tr W'ork in rural districts for fire prevention purposes tr Owner who perfotms wotk on own property or contracts with a registered contractor to do work as long as the property is not for resale vrithin 12 months tr Owner or lessee of commetcial property performing maintenance, repair, alteration or construction on that propefiy tr Real estate licensee/property manager acting within Idaho Code tr Engaging in the logging industry tr Renter working on the property where they live vdth the property owners approval tr Construction of a building used for industrial chemical processing per Idaho Code tr Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certifit that the above infonnation is true and correct to the best of my knowledqe. Signature Date Print Name t2 4ICIrBIT I I}ESCRIPTION OF PREMISES Pago I of I to thb Memorandum of kase dated ., Urapq4 21. zarc, by and between by and between SteinerElevators" Inc., an Idabo corporation, as Landlord, anANew Cingular Wireless PCS, a D.l"*"r" limitd liabilitycompany, as Tenant. The Prernises are described and/or depicted as follows: t'Jgg:e*ffi-'-.^htu---ffag-. * -Hd!-hh,a&! iffiffiwllsF#ffiffi PANT OF LOT 3 BLOCK S4 CTTY OF REXBANG MAOISON COUNTY, IDAHO // /-\/ / l**) / \_J L _uE lrru |trft trmt ldm I |,',@ t-tt-J-44-J!r43!El LE_!!rL-lggE!lFii#t#gFl L!^i--gJ_!r=!=ltrrtEtrffiEl rE-rit--fEFffil EdTtAEGd-'rsl i $rY/i B -ofttDa "'i#s;1::#, ,tofEst S,bhkh-s +a&d'-h.4h wudwQtu, ffif*aoa*. ,*?br.ub4aa whSFNstuUryb tffi6 atuhr.ffitbh*rf bb*M'tuh@drdbbd co? srArbN usEoa&-&-Dte f,llffiX,*ffiw llffif$',Fffi i$fffi, R€COROERS CERTTFICA'E brb - -ffi saFr€yoRs c€RnncAfE.E".WHj#5qrFt-A.*-ury=!B4a.# 6F{\ {f( ,u )ilw/ I€G€ND {| Jh&* - tuta.tF.* r tutn. tub It-$ iit ,&utrt.I{-'Jr"1"-'* Otr:l!'4, R-roJl7 13 00041 Steiner Grain Elevator 2lr4l20r3 Routing: Doyn V Bret Stoddard (Please review by Tuesduy, February 19) Current Status Please complete the following: o"/ NA Vn JT {r {x NA T REV T Review Plans Enter Notes for the applicant under Submittals Update status in the Approvals tab Return building plan to Amanda Saurey Please indicate time spent in hrs/min reviewing the plans: 'b[fu, Notes: )J/h Done NA TI !! 13 00041 Steiner Grain Elevator - Antenna Routing: Revisions Quinton Owens (Please review by TuesduyrFeb 19) Current Status Please complete the following: Done NA I I Review Plans I n Enter Notes for the applicant under Submittals ! I Update status in the Approvals tab I I Return building plan and this check list to Amanda Saurey Notes: 2lrU13 Fi itt FEJXE!cFo I s 6' g b':lt Y ta \ \\a Str) F'.q\ 6CNcmtr' {I -A (,t) O O Ots l-\ !mn= {s z =F @oCNg o;Fzo)lcL lflo L1too@a Bic,mvoa9c26 -{a?t6=crO9zzO1t omzmv r ooz{7B{on ct !,-lo ttCNErO t" 8.oI (d @c GL =tq tottoo o {#a E!ZE ;=e=TE fiH E!fiv;e 6Zgz =J Fk=cl *6eP 8b,=E irm-lF#{+=m 9@ m=3Eee2gsil EEEE is; f, -'Og !, Nf, atr 6 =x s-ra - an- 9=J- a- - 2l-a6E -a d v I Ur tlE - -W =6:v =0 -v6 =g 1- €E frE-Ei[ a. g',E 3g€ EFHotrog5# 5o bUst*r Ho trt $ \ Sr)oa zoJo l! O)NJggEBaa fl.igeE iaBq5's E=qeo(6Feiq etIe igi Fg3s E$aEg =o!moIozEo=trnYC'zo N5 -o C -zo$.oo E: q V\ a e, fiEiEEgi zo o)ol StRueutbt /*naltl stS PtlWDER RIVER Development Services, LLC Powder River Development Services, LLG 100 E. Shenango Street Sharpsville, PA 16150 (724) 962-5999 office (724) 962-6009 tax www.powderriverdev.com February 4,2013 Vinney Rowe Manager, Site Acquisition General Dynamics Wireless Services 1152 West 200 South, Suite C West Valley City, Utah 84119 Email: vinney.rowe@gdit.com Re: General Dynamics Information Technologies (AT&T) Site No.: IDL04328 Site Name: Rexburg Steiner Elevator Antenna Modifi cationllnstallation Located at: REXBURG GRAIN ELEVATOR 164 West 1" Street North Rexburg,Idaho 83440 This document serves to summarize the structural assessment observations of Powder River Development Services (PRDS) related to the telecom antenna modification/installation at the Rexburg Steiner Grain Elevator, Site No. IDL04328. Three (3) new KMW (AM-X-CD-17-65-00T RET) antennas (LTE Technology) will be mounted on the existing safety platform/rail system at the top of the grain bucket elevator feeding conveyor. The existing AT&T antennas will be retained and remain in operation. The 1A Letter dated August 7,2009 prepared by Harper-Leavitt Engineering for AT&T Mobility Wireless, PCS, LLC states that the existing structure height (ft) AGL : 130.9 (copy of letter within). This height with means to connect the three new LTE antennas to the safety platform/rail system facilitates the appropriate rad center distance installation of the antennas, at an azimrtth of 00, 1200, and240o respectively Powder River Development Services prepared a structural analysis of the existing and new LTE antenna installation condition at the Rexburg Grain Elevator site to validate the adequacy of the existing safety platform/rail system to support the additional antenna loads based on local environmental conditions (Exposure B terrain with a basic wind speed of 90 miles per hour (mph)) - summary within. The analysis concludes that the three new LTE antennas will not introduce adverfe load conditions and no unique structural considerations or retrofits are walranted. In this regard Powder River Development Services certifies that the existing safety platform/rail systern will support the new AT&T antenna equipment deployment. Antenna installation information and details for Site No. IDL04328 are included in the construction drawings prepared by Powder River Development Services. llPage The potential may exist that the existing site/building conditions revealed during construction of the telecom system improvements may not align with those observed andlor assumed. An altered field condition discovered during the installation of the telecom equipment should be brought to the attention of Powder River Development Services for subsequent consideration, analysis, and possible revision approach. Please advise if you have any questions and/or comments regarding the information contained within. Sincerely, Powder River Development Serviceso LLC Do-lt-- L1^ Douglas Unger, P.E. Existing AT&T antennas mounted on grain bucket elevator feeding conveyor safety rail. ffie 2lPage Existing AT&T antennas mounted on safety railsystem. Rexburg Steiner Elevator Site No. 1DL04328 Antenna Load Assessment trn Wind Load on a l2-inch wide x 106-inch high attenna. F = 9.c Cr Ar (lb) (Eqn. 6-28) qz = 0.00256 K. Ka Kd V2 | (lb/ft2) (Eqn. 6-15) Height (z) center line of canister abore grade (ft): 126.5 Exposure Categories: B (6'5'6) Vetocity Pressure Exposure Coefficient (K,): 0.73 (6.5.6.6)(Table 6-3) Topographic Factor (Ko): 1.0 (6'5'7.2) Wind Directional Factor (K6): 1.0 (6.5.4.4) (Table 64) Basic Wind Speed (V) mph: 90 (6.5'4) (Fig. 6-1) lmportance Factor (l): 1.0 (6.5'5) (Table 6-1 & Table 1-1 ) 9' = 15'14lblftz Gust Effect Factor(G): 0.85 (6.5.8.1) Force Coeffcients (Q): 0.55 (6'5'11.3) Fig. 6-20 thru 6-23 projected surhce area normal to wind (Af) ft2: 8.00 Antenna proj. dim. (in.) = 12.0 in. width Full exposure area of 2 antennas ft2: 16.00 96.0 in' length f = 121.00 lb P = 1.0 x F = 151 lb. (Factorincreaseasper6.S.6.l-use1.25(conservative)) One posfi mounted antennas Profile: TotalWind Force Two post mounted antennas Profile: Total Wind Force 151 lb 302 lb Load Assessment for IDL'04328 Antennas CALGULATIONS FOR DESIGN WIND FORCE (F) ON ANTENNA 6.5.15 Design Wind Loads on Other Structures (ASCE 7'05) Notes regarding structural analysis of safety rail system at the top of the Rexburg Steiner Elevator - grain bucket elevator feeding conveyor. o KMW (AM-X-CD-17-65-00T RET) antennas have upper/lower mounting bracket, .'.load of antennas will be distributed in both horizontal pipes of the safety rail system. Weight of antenna (refer. PRDS CD Sht. RF-l) : 60 lbs. Wt. to safety rail at mounting bracket location : ((30312) + 60) + 2 : 106 lbs. o Dia. of safety rail pipe : 1 %-inches. . Approximately dimensions of grain bucket elevator feeding conveyor platform: 6' x 9' -6" - o New antennas will be mounted near corners of safety rail system. Beneficial load transfer from horizontal pipes to vertical corner posts. o It is acceptable to connect the new antenna mounting pipe to the horizontal safety rail components and also to the safety platform perimeter structural element (suitable load capacity exist with existing components and elements). o IBC Reference: 1607.7.1.1 Concentrated Loads. Handrail assemblies and guard shall be able to resist a single concentrated load of 200 pounds, applied in any direction at any point along the top, and have attachment devices and supporting structures to transfer this loading to appropriate structural elements. This load need not be assumed to act concurrently with loads stated in 1607.7. 3lPage 1607.7.1.2 Components. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to one square foot, including openings and space between the rails. Reactions due to this loading are due required to be superimposed with those of Section 1607 .7 .7 or 1607.1 . 1 . 1607.1.3 Stress Increase. Where handrails and guards are designed in accordance with the provisions for allowable stress design (working stress design) exclusively for the loads specified in Section 1607.7.1, the allowable stress for the members and their attachments are permitted to be increased by one-third. Existing Pipe Rail Antenna Load Validate Assumed one new and two existing antennas mounted on safety rail horizontal element. GENERAL INFORMATION Description Value Description Value Desien Criteria Dmim Section Shape P Desien Code AISC ASD 13th Edition Maximum Section Depth 6.00 In Total Span l,eneth 9.50 Ft Minimum Section DeDth 1.00 In First Node SuDDort Pinned Back-Back Distance (double angles only) Last Node Support Pinned Section Width (angles and tubes onM Total l-oad Deflection u240.00 Number of Solutions t0 Live l,oad Deflection u300.00 Live Load Pattemine Yes Maximum Stress Ratio 1.000 Check Section List Bendins Coefficient 1.0 Bottom Flanee Bracine Steel Yield Stress 36000 Lblln^2 Too Flanse Bracins SPAN LENGTH DATA (Unit: Ft) LOAD INFORMATION LOADS Ref. No. Load Case Load Type Dir Begin Value Begin Position End Value End Position I Dead Concen Y -106.000 (l})2.00 (Ft) 2 Dead Concen Y -35.000 (Lb)4.75 (Ft) J Dead Concen Y -35.000 (Lb)7.50 (Ft) LOAD COMBINATIONS Ref. No. Strength Ref. No. Service @eflections) DLOnlv I CRITICAL STRESS SUMMARY Ref. No. Section Name Status Governing Criteria Bending Ratio LC Shear Ratio LC Deflection Ratio-LL LC Deflection Ratio-TL LC Pipel-l/2STD OK DEFL-TL 0.296 0.022 0.000 0.910 2 Pipe2STD OK DEFL-TL 0.1 75 0.017 0.000 0.425 J Pipe2-l2STD OK DEFLTL 0.091 0.011 0.000 0.184 4 Pioe3STD OK DEFL-TL 0.057 0.008 0.000 0.094 f Pipe3-l/2STD OK DEFL-TL 0.041 0.007 0.000 0.059 6 Pipe4STD OK DEFL-TL 0.031 0.006 0.000 0.039 7 Pipe5STD OK BENDING 0.018 0.004 0.000 0.019 8 Pioe6STD OK BENDING 0.012 0.003 0.000 0.010 ) Conclusion: 1-112" STD Wt. Pipe Rail as exists is adequate for new + existing antennas. 4lPage 1""* I Am*z Shear dirSramr {Unit: lb) Mome.l d,itram iun4 lb.frl Dtsi,ectror o :6'.iqr {Unrt I/100 In} HARPER _ LEAVITT ENGINEENING, INC. ctril. E\tlti'EEtlttir'i. ^rATT:ftl.ils tLsTh\,G d t {,\'l) sclcrEtl.vc 800 W. Judicial St., Blacklixtt, lD 83321 * Phonc: (208J7E5-2977'Far: (208) 7E5-2990 FAA/ FCC COORDINATE REPORT 1.A LETTER FOR A T & T iIOBILITY WIRELESS, PCS, LLC Site Number 10133809R NORTH . Tower Type Exlstirry Grain Elevalor Latitude: Longitude: Elevation*Ground AM SL. Exislir€ Slrudure Height (ft) AGL: ApsJrtenance€ 43" 49'42.75329" N 111" 47', 18.98891'W NAVD88 43" 49'43.07155" N 11"1" 47' 16.113't9" W NGVDzg 4867.1 L 130.9' 10' It863.5'1 130.9' 10' Existing olrerall Struclure Elevation AMSL: 5m8.0' ,t 5{XX.4' r Sulied $ita Abess:16f W. ld N. Rcturg. lD, 8344t11509 Site lD 10133809R I{ORTH - SYt lD RELO I h*r€!y cerlti trrt lhe trorizor{al ard vofiical oodinales repoded hereon arc accrrals lo FAATFCC repoilt€ reqdroncols of 1A; t 20' hodzonially and * 3 vetlkldly. Th€ llodaonH Daftn b the Nwtl &neftgn Ddtffi ol tS3 (NAD83) g|d tr|e tlotlh Anerican Dttum of l€? OAm4, ard b degrees, m*rubs and !€cords. The V€ttbal Dalum is l,lorlh Arneri:ar Verti:d hun of lS8 ard tre Hdiiond Geod€tb Vdticd Dalrtn ot l92S (NGVD29). and b aryressed in Urilod $Ce $meyFee{. (t*€fixtr27.)David D. Romrell. 6lPage