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BP13311 CITY OF BLAIR - APPLICATION FOR BUILDING PERMIT Permit # 1!3 31/ Date: Cf - Z If -0 q Approximate Completion Date: I d -/5 - 09 Complete Plans Attached V-- REScheck Attached: Site Plan Attached: Application for: Residential Commercial/Industrial V- New Construction Manufactured Home Modular Move-on: Home _ Accessory Building Other Remodel Addition " Accessory Building: Garage _ Pole Barn_ Other ~ d ~t'd.M.../ Floor Type: Dirt _ Concrete _ Electricity: Yes _ No Sign Erecting, Awnings _ Decks/Handicap Ramps (plot plan required) _ Satellite Dishes/Radio Antenna/Cell Towers (plot plan required) _ Other Utilities: Public Water: Yes_ No Private Well If yes, responsible entity: Blair OPPD Line Kennard Agreement needed: _ Date Agreement Received: _ Public Sewer: Yes_ No Septic Drawing Provided: _ If yes, responsible entity: Blair _ Kennard County Road Permit Required: Yes_ No _ Submitted: Yes _ No _ H.5" Additional Description of project if necessary: '...L,- ( !b a.dVC)ft:..<.~ C / fJaA Ie... uJ~ d t:o W..iA..) - (_:~ 'fJ a/U Proiect Information: Job Address: ItJ~g b- Yai4v~tJ~. 8'1tJ0877'1/3 Legal Description (if applicable) <Be! 7Z 8 - &- I' 8 '-/~ / I Ii PC~ LI t/ / ./1 L J ) 'c/ '-1b!~' ,L /$ rtL II if5',4~ Owner: N'P1mJ'TM twl1 1 711, Address: 9;J, C:iAM1 t (Jr; Phone#: j / I I. );.. / J ? tJ ' .ae']? 1./5.;( Contractor: /Vtr1I11&rM WA/lltJL /l1td~ Address: c;;ztl GvlMl t "f1A P. cJ. jfrl Iii tu4 .Ale Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic systems. By my signature below, I acknowledge this building permit application does not constitute issuance of this building permit. I further agree that construction covered by this permit application shall not be commenced unti!l have received a CDPy of a permit signed by the Building Inspe or. I hereby agree to perform the proposed work in accordance with the specifications set forth above and in accordance with the cod Ii r inances of the City of Blair and the State of Nebraska. I understand that this permit is void if work is not commenced within 18 d ys r' et-e leted within tw (2) years of date of issue. ~~ (.# r;9()t)fj Phone #: 7l1~t#: tf2{P - ::!/{)cj i..P/'Lt. 5'9"!3 9- t. L/ - 0 '1 Date F Building Permits other than One & Two Family Residential Structures: I hereby acknowledge and agree that I have/will submit a set of plans for this project to the Nebraska State Fire Marshal's Office for Review. Signature of Owner/Contractor Date ZONING REVIEW: Conditional Use Permit Required: Yes _ No_ Date CUP Approved: State Fire Marshal Required: Yes _ No ~ Variance Required: Yes _ No_ Minimum Setbacks: Front _ Second Front Side Side Rear_ 1V/4\ lot Sauare Footage: length x Width: lot Coverage % Driveways/Sidewalks: Sidewalk required: Yes_ No_ Sldew~ Ltr: Yes Date Waiver Approved: Preexisting Garage requires driveway to be less than 3' from property line: Yes_ Approved by: No Flood Plain: Yes No If yes, specify special requirements: BUILDING INSPECTOR REVIEW: Number of Stories One Two Th ree Four >Four High Rise (>75ft)_ Type of Residential Structure: Ranch _ Two Story _ Split Entry _ Raised Ranch _ Other Rooms _ Bedrooms _ Bathrooms _ Fireplaces _ Gas_ Electric _ Egress in Basement: Required: Yes _ No _ Provided on Plans: Yes No Sleeping Rooms Living Area Other Egress Square FootaJ:!e: Main level: Basement: (Unfinished) Garage: Detached Garage: Addition: Porch: Front Rear Deck that affect setbacks: Rear Second level: Third level (Finished) 2 bay_ 3 bay_ 4 bay_ 5+ bay Pole Barn: Remodel: Side Front Side Occupancy Classification: Assembly, theaters, with stage Assembly, theater, without stage _ Assembly, nightclubs _ Assembly, restaurants, bars, banquet halls _ Assembly, churches _ Assembly, arenas _ Assembly, general, community halls, libraries, museums _ Business Educational Factory and industrial, moderate hazard _ Factory and industrial, low hazard _ High Hazard, explosives _ (section continued on next page) High Hazard HPM Institutional, incapacitated _ Institutional, day care facilities _ Residential, multiple family _ Residential, care/assisted living facilities Storage, moderate hazard _ Storage, low hazard _ Utility, miscellaneous _ Institutional, supervised environment _ Institutional, restrained _ Mercantile Residential, hotels _ Residential, one- and two-family Is building required to be protected by automatic fire sprinkler system?" No Only partially in some areas or rooms Please Specify Yes _ If yes, the standard to which the sprinkler system will be designed: NFPA 13 NFPS 13R NFPA 13D Driveway Grade: 20% grade or less? Yes _ No_ (Dale will review new residential construction, AI will review all second access requests and industrial and commercial driveway requests) Required Off Street Parking: Permit Fee Calculation: Buildim! Permit Deposit Fee: Commercial, new homes and residential additions/remodels/accessory buildings valued $10,000 or greater $ Fee - $500,00 Residential additions/remodels/accessory buildings valued under $10,000 $ Fee = $200.00 All other permits Fee = $50.00 $ RESIDENTIAL - NEW CONSTRUCTION: Permit fee is: Finished sqjft area (not including finished basement area) Finished basement sqjft area Unfinished basement sqjft area Garage sqjft area Total Valuation: X $92 $ $ $ $ $ $ $ $ X$56 X$29 X$25 Total Valuation Multiplied by 0,006 = Issuance Fee: 25.00 Total Permit Fee = Deposit + Permit Fee + Issuance Fee RESIDENTIAL - ADDITIONS / REMODELS and COMMERCIAL - NEW CONSTRUCTION / ADDITIONS I REMODELS: Business/lndustrialjEd ucationalj Assem bly/Factory/Storage/Utility *Porches with roofs/screened patios are considered additions Construction valuation computation: Sq/ft area X $63 Except for the following: Accessory Buildim!s & Interior Remodeling Proiects: sq/ft area X $43 Pole barns with no hard surface floor: sq/ft area X $25 Sign Erecting/Awnings and Decks/Handicap Ramps: sq/ft area X $25 (Minimum valuation of $2000) Construction valuation computation: " lOb Finished sq/ft area JI.@1 '-f"i X$ &.3 $ ,-')5 ;;; 00" ()() <7<} Construction valuation is ...................................Permit fee is: $0 TO $50................................,............. .............$0 $51 TO $500.....,.........,........................................ $25 $501 TO $2,000........................................................ $25 + $3 per additional $100 $2,001 TO $25,000.....,.................................................. $70 + $13 per additional $1,000 $25,001 TO $50,000.....,.............................,..................$370 + $10 per additional $1,000 $50,001 TO $100,000.......................................,....;,........$620 + $7 per additional $1,000 $100,001 TO $500,000............................,..........,..............$970 + $5 per additional $1,000 $500,001 TO$1,OOO,OOO.......,.......................................... $2,970 + $4 per additional $1,000 $1,000,001 AND OVER.................................................. $4,970 + $3 per additional $1,000 Permit Fee calCUlated from chart above $ $ $ <..-1? /). Ot) > C/O 25.00 :::: 395- 895, 00 Issuance Fee: Total Permit Fee = Deposit + Permit Fee + Issuance Fee Additional Comments: Approved by: ';.;/ /11!: >1~ Date: I()- b-o~ Contingent On Approval by Fire Marshall Meet IBC, IPC, IMC and NEC Code Requirements Sleeping Rooms below Story and in Basement required to have egress For Office Use Only Date Permit Paid: Permit Fee: Deposit Amount Receipt # Deposit Paid by for return to: Building Inspection Pouch given: Yes _ No CITY OF BLAIR, NEBRASKA Phone 402-426-4191 RECEIVED OF: ADDRESS CITY, STATE, ZIP CODE THANK YOU KEEP THIS COPY FOR YOUR RECORDS. NO RECEIVED BY Pounds Printing, Blair, NE 68008 I - ~ ,/ '/ // // // II II , , , \tt t ~ \\ \' ,\ \\ " " ',,- ",- ',I" -I ii j I III I TIT Inl 1m 1m I!! I I In III 11111 filllrll I ; II III ~h I I III I I I (I I ill ! I -I-!!l-l 11 In! liD ~n I I ~ m ill n n I nil a.u..u.u I /;~ 1/ !(1lS219E1in ~ j(1lS20Sitlin ".--- --- ",'" ....""" ---:--- '......./ ' -'-/-, ' '\ I '~~ \ f \ I "I., , 'I" r.' ~~ ,\_~...) \ \ 'I 1 \ \ , ~ . " T -..........,.-- I 1/ ~I- . I I I' "'" ,I" 1 ,L~.+- _"'-- i.... I..J.. -- I - ' I 1-,(1 hi -+.;J1 v '4-- I ,.. J l? ,/' l.... ....-...--... ~.;""../ -.-- I ~ [118R) In (SEE SHEET3 FOR ANCHOR BOLTTEMPLATE DETAILS) A I I I 7/ \ \y/ 1~-tI 1\ II r I I I I I Ii (R112;t) In (R100H) in TOP REBAR MAT ((11312' /lil26') #3 ON 6' CENTERS EACH WAY 4" COVER (SECTIONS REMOVEQ FOR CLAIRITYl U10 X 102' ANCHOR BOLT90'INBEDMENTTYP -iWt III I I I; UJ II 11 R! 1 I I I!! U J I I DI !! I I i 5! 31 11 rg U I I I i ii Ii I I ili i ;~ L1Ui= 111m 1111 DI 1111111 111I11 "nil" nUll 1111111 IUUlI II 1111 1111 m III1H 11111 I -'-~ ~":: t:>)';2 "" ?4~' t)c'" .~ II> DETAIL B LQWERANCHOR BOLTTEMPLATE DOUBLE NIJTTYPICAL #3 @ 6' DC EACH WAY__________ " TOP OF CONCRETE (4) #3 HOOPS @ 6 DC /3" ABOVE SOIL GRADE (\1l36.00l PIER DIAMETER------ / lIT Liiiii 1f l~ I itl I In IIJn 1'-+ 1 HH4.I III I I, !!!g / !; III II~I L 36" STRUCTURAL FILL REO,UIRED (SEE PAGE ~2 FOR DETAILS) !!!III~I ['II IIHI '" I U 11m "-- irl III II 11 11m (B} us VERTICAL .. I IIllI II. II Jml_____; I !U' I r 11 J 1111 3" COVER TYPICAL UNLESS NOTED [,.!'! II r R Ilal DQUBLENUTLOWERANCHORBOLTS"/ mi':I : :,' II~ /(8J#3HOOPS@12"OC ~n JlI I: !l![, I '-SEE DETAIL "PI' 1. 11'0 \1l30.OO X #3 INNER TEMPLATE RADIUS/ 120 I- ....-..- /v I ~ ...<: )c t : ~ x,;r >' . A. , " , > , <.?' ""< > > ... ,. ~ r ~ !, ! 1\ .oe: ~ y:.: .~ ~ ~ ~: ;;; t S ~ t If ~ ~ it I I ~ ~~ .. Q >~>)o.. ~ .......~> '<, ^ - f! 1'~ ,>,Y >' ~' ....-- /".....<:>.... B Vv- '- ~:~~ :'b\ ~ "'-- > )C. '< . . .: . ~>' ....<>... ~?\OFESS~~ V 6~ - ~v ""Q ~ * ( ~ iB MO~ SE~L. ~ a: S~\~M( YJ l ~)S729 ~d'~* ~~~ ~FNE~\\~;r """-c >>>y >' GENERAL NOTES: AU DIMENSIONS stlDWN ON THE PLANS SHALL BEVERIFIED BYTHECONTRAc;TOR PRIOR TO CONSTRUCTION OR FABRIC~TlON. THE EN~INEER ORREPRESINTATNESHALl REVIEW AND APPROVETHE PLACEMENT Of ALL REINFORCEMENTS PRIOR TO TIlECArnNG OF r-.m CONCRETE. THE CONTRACTORSHALL BE RESpONSIBLE FOR THE PROTECTION OF AU EXISTING STRUCTURES DURING TIlE 1..-, EXECUTION OF HIS CONTRACT, r:::r- TIlE ENGINEER SHALL BE NOmlED IN W1UTlNG OF r-.m EXlST1NGCONIlITIONS TIl~T DiffER FROM THOSE SHOWN ON TllE CoNTRACT DacUMENTS. THE ENGINEElt'WIUEVAlUATETHE DlmRENctS.AND IF NECESSMVREDESlGN fOR THE CONDmoNS FOUND THE CONTRACTOR WILL BE COMPENSM,D fOR AIf'! CHANGES RESULTING FROM lHERElJESIGN. FOUNDATIONS ARE DESIGNEO fOR ABEAIUNG PRESSURE OF 1BOOPsf AND SOIL FRACTION Of SCOPSF fOR PIER FOOTING ASaECOMMENDED IN ASOILREPORTPREPAREO llV1HlELE GEOTECH INC, PROJECT NO. 06467.0 D~T<D SEPTEMBER 18, 200G. ALlPIERSSHALL BE PLACEO ON UNDlSTURGED PREVIOUSLY COMP~mOCONTROL FIL~ OR VIRGIN SOIlS, DEPENOING ON THE LOCATION. APpaOXIMATEM;A$lO BE CUT AND RHlllED WITH STRUCTllRALFIlL ARE SHOWN ON TIlE ORAWINGS. ,. IFTHECONTRAc;TOR DISCOVERS POOR SOILS CONomONS UPON <XCAVATION.HE SHAll. NOTIfY THE ENGINHR IN WIU1ING. FOOTINGS Will Ill! RE.oElIGNEO IF NECESSARY, AND THE CONTRACTOR SHALL BE COMPENSATED fOR ANY EXTRA COSTS. 1. 2. 3. 72 fOUTER TEMPLATE RADIUS / / / --. Vu,.."..,-" I/~A'~ ~" II k J...~ I_=~\ !Tv 'II r II} R - II ____ \ - -~. 1 --t - / -'\' ~ I - .}=-_11 /' ~1---'"'t"~..<'(,,/ 1/ DETAIL A PIER AND ANCHOR BOLT DETAILS REINFORCING STEEL DETAILS t , I 4. 5. 6. 72 8. CONCRETE WORKSHALLCONFORMTO AU REa.UIREMENTS Of ACl.31s.1lS. "8UILOING CODE REQUIREMENTS FORSTRUCTUAAl.CONCRETS", PlER TO BE POURED MONOUTliICALLY, CONSTRUCTION JQlfflS ARE NoT PERMITTED. 9. ALL RfINFORClNG STEEL SHALL BE ASTM 8061S ORi\.30S DEFORMATION GRADE GO. 10 CONCRETE CLASSES AND USAGE" L G.S '400<) P1130" liMESTONE AGGREGAU FOR ALLCO/lCRETEUNLES$ /lOTEO OR SPECIFIED OTllERWISE MIX REQUIREMEN1S: . MiNIMUM '.000 PSI STRENGTH ~T2B OATS . MINIMUM 6.SSACKS OF CEMENT PRECUBICYAAD . SLUMP RANGE IlElWEEN 2' ANa 4' . ~IRENTRAPMENTPANGEtimV!eN4"AND6" . MAXIMUM S.OGAUONS Of WAT<R PER!AO( Of CEMENT - 11, ALL RUM INPIERSSliALL B!.CONTINUOUS OR SHALL LAP ASSOIEOULED FOR TENSION LAP SP\ICESUNLESS NOTED OR SPECIFIED OTHERWISE. 12. CONCRETEl'ROTECTlON fOR REINFORCEMENTSHALLBE3" MINIMUM COVER, UNLESS NotED OR SPECIFIEO OTHERWISE. 13. NO WaDiNG OF REINFORCEMENT STEEL OF ANCHOR 80LTS OUlriN LOADS PER ptERl SH~RfORCE =2.7KIPS DowllFOIlCE .Sg.oKIPS UPUFT FORCE = 26.3 KIPS ANCHOR 1I00T DFrAllS'U plRt BOlT01AMETER 110 QUANTITY oF 80LTS 4 BOL1LfNGTH 1021HWITH 90 IN MINIMUM EMBEDOED BoLT MATERIAL WILLIAMS GMDE 7SAU.THREAD REBAR N h' DRAWNBV DRAWING APPROVAL 10LERANCS MATERIAL '. ort ~tarm ~rins - 9/14/2009 . ~IA wind towers .:...._=------ - MOOELfD BY ENGllY INTERNALS SHIPPING WELD . \_ FINISI! tl413nntWHt 1"0. tOIlut 1lK.l(t~ l""~...uWUI& m erins. 9/10/2009 . PIIOOUCTDESC:IUPTION PROIECT . SHE'" ~ DRAWING. 1 OF 4 P013-D9F nltlldOWAl1(BlIoIWJI1IJT"U"OI'I.l\TTQ' I1IJ'\MTMYfi1'l3 TOWUtS. wmtClllh'{NTlIJI:H.''''~'UT(a>''r.:I'>'G, Tl\AAWlfULTOOTlllU",,,,,"OJ..'lJIIHilXtl<fltv,l ,r.c_W)OI{Hd ISlG.lJol(O I1P~'1lI1~. I I Howard Wolfe From: Sent: To: Cc: Subject: Howard Wolfe Friday, October 02, 2009 12:29 PM 'mark. ringenberg@NorthstarWindTowers.com' Howard Wolfe 1020 E. Fairview Dr.-new tower building plan review-10-2-09 Date: 10-2-09 Re: Tower construction plans To: Marlc To complete the plan review process on your tower, we need to know who will be doing the special Inspections. Also we need the types of required Special Inspections and the Company's information listed on the plans. Please have them indicate, on the plans, that they will send copies of the Special Inspection reports and a Final Summary Report to the City of Blair, marked: llattention Howard Wolfe" Thank-you Howard Wolfe Building Inspector City of Blair 1 PIER lOCATIONS HOLE XDIM YDIM HOLE DIAMETER Al -32.90 -101.26 36.00 A2 86.14 .62.S8 36.00 A3 .106.48 0.00 36.00 A4 86.14 62.Sa 36.00 AS -32.90 101.26 36.00 125%; in [10'-So/,,"} n.TYP I I I I I .-.1____ - I -__ " '---- , ''-... I ',- , ''-, I ' i I I ! I I \ I \ I ' -_._-------_._---_.~------------------_._.+------- i I I j I ' , I J i I ' i , 1 I I I /' I ,/ . I ..--....-. ,--"- i i I I I /" / /' / / / / I i f \ \ \ \ "- ',,- '''-, "-, '-, / 36. STRUCTURAL FilL 30' X 30' X 3' EXCAVATION STRUCTURAL FILL DETAILS N h - DRAWN BY ort ~ tarm erina. 9/14/2009 wind towers__.~ -- MODElEOay mGraotStltd 1~o.l,,"4~1 lU.u.NtUlJ;lt '.l:O:"'l~Jl04 m erina - 9/10/2009 PROQucrOESCNPTION ~213,0 \il312.00 X 12" DEEP ,/' /' 360 DRAWING APPROVAL TOLERANCE MATERIAL ENG BY lNTERNAlS tiiA SHIPPING WELD FINISH t"L l:'Ir~r:.Orl..otQ~t$ n1tI'~O!''I;lNQHIMh6tU.W1hO l'O",W "l'rffi'IO.rrWlllI "K.ll1>Ot.Jl~.A>I1"C)Il"toJl':: Tt..\M&Im.IL tOQlrOl.t\ UcI:lA/n~tuun llUf~~_tH(f4tOUt"~t'll'Ilo......ItO PROJEC1'S' SHEET REVISION DRAWING ~ 2 OF 4 P013-09F EXPANSION JOINT WWF 6X6 - 4X4 MINIMUM \ \ \ \ \ '" "- ',,- ''', \ \ \ , i -~-----------------------~--------- I I I I / / l -------------------------- ~ (12S) ,/' ,/ ,/ ..--...,.,.,...../ - ...--- 276 12.0 TYP 6.00, 120 CONCRETE DETAILS DETAIL C REFERENCE KNOTCIi (3) PLCS. DETAIL TEMPLATE REFERENCE N h. DRAWN BY DRAWING APPROVAL TOLERANCE MATERIAL ort ~ tarm erln. - 9/14/2009 - wind towers~_:::""---'- MODELEOBY ENGBY lNTERNALS SHIPPING 914nnl'tWtd I 'o..~<&n Itl;....ktt.t:m -"AQl..m..ll04 m erina... 9/10{2009 ... PRooucrPESOUPTlOH PROJECT t SHEE.T REVISION 3 OF 4 . n {.riA WELD FINISH DRAWING >> P013-09F T11 III D..\MIIOIr~~ALotIGTlot,.Of'nT'lCf~rK~T~W\HQ"IOW~ W1lttOlITWNTflIl 1't1!....~~I7t..L'l'I'~~111.lLfQ01...J:S.iU/l).._n_ustD:CtrtT.u.Tf~';Io'k:c:>tlTl$.l~I)IH.Otti!lIlQ. TOP OF CONCRETE 3" ABOVE SOIL GRADE SITE DETAILS N h . DRAWN BY DRAWING APPROVAL TOLERANCE MATERIAL or1: lS 1:arm Reina - 9/14/2009 . NiA wind towers_ ::....,..-----.- MODELED BY ENG BY INTERNALS SHIPPING WElD..!!!.!!ilL mGl'IllUtrect tto....m ~"'.NE~ ,.....(~.t!Wl~ m erina.. 9/10/2009 .. pp.Q'Ucr"5OJmoN PROJECT~ SHEET ~ OAAWlNGN 4 OF 4 P013-09F jot fCtMA g"..lAt.Ol1d' U<1.'AoOnUfcrtov.llQfJ.JlWtM)ll:lYdA w>rtlOlIT'Nl'JTllllrllllM~ .lJ{1(Ol"l\"\O-11U\1WIT1.l1. tOOtMt"">>lD.un'us.lu::.'rtoUJ"Ol.Wr<tC"fT~iCU.I'IrD lJfCOrnll1lD. f1w I-L{- BUILDING INSPECTION REPORT OF BLAIR D WASHINGTON COUNTY LOCATION OF NAME OF ';":".~:(4;~~:',:.!;rr:.,';" .....,;,;};;;"j.,.6',;;..".i.(]lft.<(..,., DATE INSPECTION REQUESTED' TIME INSPECTION REQUESTEl'),'y"i. <';' '(' "~ , ".' PERMIT .r, '3? ~'/! j"'"", t-,,~ ytI) if( t Ii <;1 l'/ ",,,y,'.' ..,'\ TYPE OF INSPECTION; REQUESTED: I .' D . FERENCE BUILDING: FOOTING D DECK FOOTING D FRAMING D DRYWALL D FINAL, COMMENTS: UTILITIES: D SEWER TAP D SEWER D SEPTIC D WATERTAP D REMOTE D WATER SERVICE D PARTIAL D STATUS CHECK PASSED FAILED ~ D PASSED FAILED D D COMMENTS: ELECTRICAL: D ROUGH IN D FINAL D PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT D PARTIAL PASSED FAILED D D COMMENTS: MECHANICAL:D ROUGH-IN D AJC D FURNACE D RADIANTHEAT D FINAL D PARTIAL PASSED FAILED D D COMMENTS: PLUMBING: D GROUNDWORK D ROUGH-IN D FINAL D WATER METER INSTALLED D PARTIAL D PRESSURE TEST PASSED FAILED D D COMMENTS: D OCCUPANCY GRANTED D CONDITIONAL OCCUPANCY GRANTED NOTES!REMARKS~ Se^,J S;f~r~L.. f:;.pJ<:;fEt;-f:.((}o,... !2e/dte.,;.) fo hv? /{ti'it.Ju...~l ~ (e.DV'J,(', F';;rtL.- S"t1vw\W/,UL/ Fr ~tLL J:' A'/) f (/;+ fa,..! , THe Cdf 0;:2 (5iA.c~ f~/arL-+ pf((O~ -(-0 INSPECTOR' 7/v of~' DATE OF INSPECTION MADE: Ll <)--6 9 TIME' ? fl'M. FAXED OPPD\BURT REA TO CONNECT SERVICE: ON BY