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HomeMy WebLinkAboutAPPLICATION & DOCS - 05-00123 - Subway - Sign~~/- p ~ CITY OF REXBURG ~j (~j %~' P.O. Box 280 rJ _r .Rexburg, Idaho 83440 STATE OF IDAHO ~ (2oa) 359-3020 APPLICA~[`IQN FOR SIGN PERMIT Fax (208) 359-3022 FIXED. SIGNAGE Date of Application ,-, Sign Permit No. S- Owner Name ~~~ ~~,_ ~J t_ i~ ~~> ~' ~? o Site Address: 7 ' ~ ~ "? ~ ~ {(~, ~- ~-~ ; `~ Mailing Address: _ ,~ I. City/State/Zip: ~!~ c ~-- F~ ~ •--~; ~ ~' < • Telephone Mobile: Contractor's Name: ~~ ~ ~ ~ ; 5 U, ~~~ , ~ ~~ Contractor's Address: ~ ~'~ ~_._ ~~) ~ ~ ~ ~ ~~~, ~ ~~., . Contractor's Telephone: ~ < ~( ~ 1 ~-(~~ ~~' Mobile: T~ l ~ I r'~' ~-' ~~ Sign area sq. $ ~~ ~_~ =',"l z, Sign Height (from ground) 1 2 ~ `;j ~ ~'>:, ~~~ --... ~~~ ~~`~- z~ SlgnDeSCrlptlOns: ~ 3C:~``~c ~ L~ ~f ~ ~,~ ~, ~ ~ ~ ~~~ ~'~ ?~,' „~' ~.` <L,S ~~~ ~ Lt.i [. `/ For a Sim Permit it is~mandatorv that you have the following information: 2 sets of elevation drawings of sign & (plotplans i~cmalicable) Drawn to a scale with dimensions And complete construction materials Footings if applicable " Engineer stamped if required FREE STANDING SIGN. 'WALL SIGNS ^ PLOT P~,AN TO SCALE SHOWING ~ ^ A) SQ. FOOTAGE OF WALL (SIGNON) ^ A) BUII.DING LOCATION ^ B) EXISTING SIGNS & AREA ' ^ B) LOT SIZE ~ ^ C) NEW SIGN & AREA ^ C) NEW SIGN LOCATION ^ D) LOCATION OF SIGN 9N WALL ^ D) DIMENSIONS TO SIGN FROM PROPERTY LINES ^ E) IS SIGN LIGHTED~'E ~ t meet stale electrical code) ^ E) PARKING LOT PNTR.ANCES (sign must be ~ legal zone for lighting and type) ^ F) DISTANCE OF SIGN FROIvi RIGI~i'T OF WAY ^ G) EXISTING SIGNS L~G1~TiQN & AREA ^ H) IS SIGN LIGHT ~. YES {must meet state electrical code) (sie~ must be in legal none for lighting and type) ,. ` Fee: $100.00 - $75.00 refundable at Time of final inspection and photo of completed sign. j Signature of Applicant: ~~ ~lrote; This document is for applicationpurposes only (the legal sio~ned by city o,~cials before sio~z is approved) ~~. ~ ~, ~ , '.: ~~ .. ~:. ~" , ~ _ ~ ., „~ a ~~ ` a ~ * ,. E ~ ,~ ~ ~ ~ ~ „~ ~ ~ F s ' ~ ~ ~ a tii '_ ~ ~ ~~ ~~ :` a~ ~ 3 y ,; ~ „> t, ,- x i - "'. ~ a ~ ~ q~, ~~~ `a t ~' ~ a , ~ r ,. _ ~, ~ , 'F - ~ ~Y ~ ,I .. ,. ,: w r. ~. , .. . , ~ i z 4 * ~ y; x _, ~~ s ~ ~ :' Epp ~' z '• Y . a 4 „ ~ ~ G k' '~' fi ; ~ ~ 1 ~ k&. t ~ ' y ~- f ? ' ~ ~ '~ ~ ., w a >} ~, ,~ ,.. ~~_ ~' _~ ~; ;: ~•, - w~ . `~` '~~ \~ ~y£ ~ ~ H~~ 8 \ ~ v 1~r ~ ,~c~ ~~ ~va~" y r r ~a~`R~'gvR~~ a V ?'~.~e f.. ' ~ k, ~o a - ~° n ~ ,~ ~ xi ~' rt STATE OF IDAHO OFFICIAL SIGl'~ PERMIT APPROVAL FORM FIXED SIGl'~TAGE CITY OF REXBTJRG P.O. Box 280 Rexburg, Idaho 83440 (208) 359-3020 Fax (208) 359-3022 DATE: _ ~_o~-; TIME: o r SIGN PERMIT# S- OWNER NAME: L SITE ADDRESS ~-~ s~ CITY/STATE/ZIP: TELEPHONE N ,,.. MOBILE ,c/ ,~ CONTRACTOR'S NAME ~` ~ ~ ~ti CONTRACTOR'S ADDRESS - - ~ g o TELEPHONE ~ MOBILE 3 ai SIGN APPROVAL PROCESS COMPLETE OR PROBLEM AREAS SIGN REVIEW TO MEET Initials APPROVED ~ CURRENT SIGN CODE refer to notes for reason('s) for denial DENIED ENGINEER; REVIEW TO MEET Initials APPROVED CURRENT CITY BLDG CODE refer to notes for reason('s) for denial DENIED PLANNING AND ZONING ADMINISTRATOR Initials APPROVED ,~ , OR PLANNING & ZONING REVIEW refer to notes for reason('s) for denial DENIED CONDITIONAL USE PERMIT YES if yes are all conditions met? APPROVED OR N/A $ REQUIRED NO refer to meeting notes attached DENIED red marks indicate areas needing correction before sign can be approved number marks notes /S o /~iP - Lpa// S, ,Sv.B i 0 is °° - ® ~ --`~' `T - o ,v ins ' ,~ c C ~'I ~.S ,~ ,,z ~ 'G 2,~~ a < ~-//-1< 4 .J ~ r~yr-. -- ~.- ~~ ~P ~.. Si nature Of Approval 8 Cit signature to be signed .. by planning & zoning administrator ~,eC Ij 17.E5i~ at)aTE~ or the city clerk affer 4 categories approved 5U~3W~~ ~IC~N ~ `3' r~~xsu~~, iv,a~r~ I nt By: Design Intelligence, LLC; 208 359-0740; Jun-3-05 7:58PM; Page 8/14 -' Design Intelligence SUBWAY SIGN 6/312005 3685 West Hwy 33 REXBURG, IDAHO Rexbur ,Idaho 83440 AK SIGN COMPANY Materials ~ ~ A36 ~ Fy = 36000 psi Wind Loading ....-. , ..--- _ 70 mph 80 mph 90 m ph _... -.-_ ....---. . .....~. _ . _..,.--. _ ..-- ~ _ __ ---12.8 16.4 ---.20.9 - - _ _ _ ~,---- • ~--~- - qs = 16.4 psf Ce = 1.06 Exposure C - -_.. _ ....._ _ _ Cq = 1.4 Horizontal --- ----.... ..~._-.. -. - --- ---~~ ----~-- --.- ..,,_ ---~ I Ph ~ 24.3 --~ - •~ - psf „Horizontal) Sign-Data ----- • - - ...-- _ ..------- --w-- .,.^ _- ~---~--.._._.. ~-----=.-.- ~ ------ Description ~- - _- Width in. Hel~ht in_, CG In. Farce Ibs. Moment Ib-In Subway 144 36 178.5 I 876 156393 - ---- --- Total Pipe Moment ___ - _ _ _ ~~ _ __ 156393 __ . _~._:. ...---.. ..-.., r,.- --- ~ ------- I -~~-- ~~. .. _._.....___ ,,. _..,,..-----...-- ~ - -- •.. -._......_-.... ..___..._~. - ._. i L-- ...- --- oot n~-Design.._...._,,,-^_^- soo wc. 11o pcf L ft B 1t i T h ;Weight Ibs. _4 _ 4.5 ~~ 4 - --------- ~ • - 10800 -~~--- - - ,,. „ ___. Resisting Moment i 24300 Ib-ft ___ Passive Earih Moment i _ - ----~--,-..-..,.-... ._ .....-•-----~ ,~_..~..... 634 I --- ~ - _ Overturning Moment - ~ 16537 Ib-ft [M] 1 CL~ ] I _I n,t By: design intelligences LLC; Zoe-358=o7ao; Jun-3-05 7:57PM; Page 7/ia 12'-OI 4 4 su~waY ~n h `P - b C/ A.' h 0 a a ~ ~ ~ T T 1 I 0. ~ A 1 ~ y L ~ ~ aT T• m l 1 1 1 A ,,~. n M 3" I ~ ~ 3., L - a.~ ~ PROVIDE ~4 E3ARg o Iz" o,c, nAx f~RpvldE +d BARS • 17" O.C. MAk ~ootlNC~ PL~4N view ~11fi-~11J ~Y 51 ~~1~I GENERAL NOTHB I. DE61GN OF CONNECTIpN OF 61GN TO 6TEEL ruRE 9Y OTHER3, 2, ~kTEND STEEL tueE TO BOTTOF'~ OF FOOTING WITH OPEN ~Nq To ALLOUJ MoleruRE TO E®GAPE. 6- TUBE NATlyRIAL • A5r00 GR?DE ~ STEEL 5. TUBE SuALL BH GENTEIQ6n IN FOOTING, PINIONED C~RA6E ~>R~ JUN- 3-05 FRI 8:24 A K SIGN CO _ 2085245119 P. O1 y: Design int®lligence, LLC,•' ~ 209-369~7ao; ~ J~1n-3-05 7:58PM; Page t3/14 i Design I-ttelligence Engineering Catcurations Summary Date: June 3, 2005 ' Subject: Subway, Rexburg, Idaho Customer: A K Sign Company .t The customer provided drawings of the sign. This analysis uses the Design Critezia required by the local jurisdiction and the 2003 IBC as the basis for the calculations_ rt+Iaterlgls: _ M A36 -1~y=36,000 psi ~ Concrete: 3000 psi ~~ 28 day8 Reinforcing Steel - fy = 60,000 psi Assumptions: ~: ~~1pNAC EH ~~ 1BC 2003 rC O Ots R Design Loads; ~~~Q v Snow' N/A Stismic m N/A ~ ~~F 10*~ a ~ wi d = 90 h E C p~ pF `~- ~ ~ n mp , xposure ~1, pAV References: - ~ ~ ~~~~ international BuildirtS Code 2003 These calculations and included details are for Customer Drawings ~ this location and customer only and not to be reused in any manner without the wri/teri Summary: consent of Design inteiligcnee. See attached sketch. Desi ned B ott S ctuldin P.E. - Checked B Date: Date.' ~~ ~*~ $ < cti -~, s ~ '11-1 ~ ~ ~~~ $~ ~ ~~m ,- i ;i ~ _ ~?_ )pp~ m ONp ~~~~ a ~Q~~D N yp ~ ~ M ~ A C11~ ~ Yt O c NC ~ ~~ Z"''~'' C `~ ~ m~ ~ `~ o N ~ o r.~ . io m ~ 3i ;~~m c~.+o4~~r~-~mo~~~~ -Z-1 1~~a7 Q 10'~Om~ ~ IAN?~~'~ rn %~ N (f1 !'R C~~j d n z A ~~ ~ D m c~ o~ ~ n ~ `1 ~1 ~~ 1- .~ >x S. ~ ooooo~~ ~. ~ ~ ~ ~ _ c N o d z /' rn ~ ~ ~~0 ~ ~ ~ ~ ~ ~ ~ r ~ -..~ ~ v Nz N N d ~ v• r N ~ ~ ~ ~ ~ c O ~ N ~ { 3 Z ~ ~ N rn _ -n ~ ~ ~ 0 ~ ~ ~ N ~ -,i ~ ~ ~_ ~ ~ ~ rn __~ ~ ~ ~ rn rn z ~ r n 7C DALE C. PETTY ~ !~ y ~~ ~ yf,~`; Jf JOHNNY R. WATSbN ~ BRENT A. AIcFARLAND d Q GARY D. RICHAROSON °-~-------~-- , ~ , RANDALL G. ASHCRAFT RICHARD A DAMS Q QQfl,© ~ --J . A 1~/"'1 TT"T"T rim. rr-. .~.. -.. ~ ~ 1152 POND AVENUE _-.-.. T... 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