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HomeMy WebLinkAboutALL DOCS - 05-00263 - JRW & Associates - Signa ~ - ~ ~ STATE OF IDAHO ~`~~.~ ,1~~ APPLICATION FOR SIGN PERMIT e~~SHE~ FIXED SIGN s c>c ~`~'C~-~ X~`1 ~6~ 1~`3~ .~ Date of Applications a ~-D5 Sign Pert Owner Name -~"~u1 ¢` ~ss o c? ~r~ r~s CITY OF REXBURG P.o. Box aso Rexburg, Idaho 83440 (208)359-3020 Fax (208) 359-3022 05 00263 JRW Building Sign Site Address: /"/S'o2 ~o~vD ~tr~ Mailing Address: ~ Tn ~~~~ City/State/Zip: _ j2~-X-a t~.e y :~'D ~~ y'Y~ Telephone ~3Sy ° m?3 D ~ Mobile: Contractor's Name: ~©u~c, ~',~E'c %,a~ ~~ ~Spp ~~v ~G, Contractor's Address: /S`,~O __lv ~'u.Lti~s~DE ,Cc Contractor's Telephone: ;5"x,2 - ~.S.~b' Mobile: ~/3 - ~/©S' ~ .i Sign area sq. ft ~~ , G ~ Sign Height (from ground) ~ - ~ _ Sign Descriptions: ~./y~ For a Sign Permit it is mandatory that you have the following information.: 2 sets of elevation drawings of sign & lplot pans if applicable) Drawn to a scale with dimensions And complete construction materials Footings if applicable Engineer stamped if required FREE STANDING SIGN ^ PLOT PLAN TO SCALE SHOWING WALL SIGNS ^ A) SQ. FOOTAGE OF WALL (SIG.n- oi~-) ^ A) BUILDING LOCATION ^ B) EXISTING SIGNS & AREA ^ B) LOT S[ZE ^ C) NEW SIGN & AREA ^ C) NEW SIGN LOCA"PION ^ D) LOCATION OF SIGN ON WALL ^ D) DIMENSIONS TO SIGN FROM PROPERTY L[NES ^ E) IS SIGN LIGHTED? YES (must meet stare electrical code) ^ E) PARKING LOT ENTRANCES (sign must be in legal ~one.for lighting and Ippe) ^ F) DISTANCE OF SIGN FROM RIGHT OF WAY ^ G) EXISTING SIGNS LOCATION & AREA ^ H) IS SIGN LIGHTED? YES (nrus•t nseet state elec[rica! code) (sign must be in legal =one for lighting and type) Fee: $100.00 - $75.00 refundable at time of final inspection and photo of completed sign. Signature of Applicant: Note: This docume~7t is_for application purposes ally (the legal sign permit form must be signed by city officials before sign is• approved) ~ 0~~~~URO' i a =~ o ~~ ~ u - -, ~ ~ Nun y:~~~u,~. ~ STATE OF IDAHO OFFICIAL SIGl'~T PERMI'T' APPROVAL FORM FIXED SIG1'~tAGE CITY OF REXBU7ZG P.O. Box. 280 Rexburg, Idaho 83440 (208) 359-3020 F ax (208) 359-3022 DATE: - 3 ~ OWNER NAME: TIME:/ ! ,e ~ SIGN PERMIT# S- © Soc . ~ G3 SITE ADDRESS CITY/STATE/ZIP: o TELEPHONE MOBILE CONTRACTOR'S NAME ~-~ - CONTRACTOR'SADDRESS TELEPHONE _ _ ~ _ - MOBILE ~ SIGN APPf20VAL PROCESS COMPLETE Oft PROBLEM AREAS SIGN REVIEW TQ MEET Initials APPROVED CURRENT SIGN CODE refer to no es or reason('s) for denial DENIED . ENGINEER REVIEW TO MEET CURRENT CITY BLDG CODE Initials refer to notes for reason('s) for denial APPROVED DENIED ,r PLANNING AND ZONING ADMINISTRATOR Initials APPROVED OR PLANNING & ZONING REVIEW refer to notes for reason('s) for denial DENIED CONDITIONAL USE PERM_ IT Y if yes are all conditions met? APPROVED OR N/A REQUIRED i~10 - refer to meeting notes attached DENIED red marks indicate areas needing correction before sign can be approved number marks notes : 3 S G _. - Si nature Of Approval By Gity. signature to be signed by planning & zoning administrafor or the city clerk after 4 categories approved ~ ~ jrw assoC(3222x2081x24bjpeg) -~~ o~. , as I cgs . 32" ~ 8' U' I B" . 12' .' /'-e' ~d ~~~~/~/~ J RW $eard ~ ~_ 4' 1" & /~ ASSOCIATES SLC~aff ~/ 9 WILLIAMS =`~'~` ~ ~~.~~ ENGINEERING ~ ~ ~ s _. 6 t , 3 ,.~~ 3 : II I ILLUMNAIED D/F MONUMENT SIGN. AO CABINET: ANGLE IRON FRAME W/ PRE-PPAVIED ALUMNUM SI~J AM RETAINERS. FACES: WMiE LE%PN W/ VttJYI COPT AND GRAPHICS. ILLUMINATION: T-12 FLUORESCEM D/HO. ® r.... O® ~ . ~ .~ 05 0026 JRW Building Sign I ~ ~ ~ ~ ~ ' ~ ~ I I I, ~ ~ ~ 3 ~ I~ ~ ~ ~ ~ ~ ~ ~a ~i ~I ~ ~ ~ ~ ~ I .LOT 3 ~ ~ ~ a i~ I .41 I I ACRE I i II ~. ~` ~ I I ~ ~ ~ I' ~} - -------------------- ~ I~ - J ~ - - -~ 'r I EXI _, ~ ~~'~ ~ ~ ,~ FIR 138'-4~~" - - _ 1 _ _ _ _ 05 00263 - ~ JRW Building Sign - - - • Structural Engineering Calculations for: JRW & ASSOC 1152 BOND AVE REXBURG, ID MONUMENT SIGN AT 7'-7" OAH Index Title ................. 1 Specifications ,................ 2 Wind Loads ................. 3 Steel Column ................. 4 Footing ................. 5 05 00263 JRW Building Sign Young Electric Sign Company By: Jason Ward -Ogden Division Check: Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 6/8/2005 938 AM Page 1 • s~8i2oos 938 AM SPECIFICATIONS Project: JRW & ASSOC Descript: MONUMENT SIGN AT 7' 7" OAH Steel... Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36, Fy = 36 ksi. Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi. Square and rectangular tube: ASTM A500 Grade B, Fy = 46 ksi. High strength bolts: ASTM A325, non-slip critical (bearing type), snug tight. Machine bolts: ASTM A307. Anchor bolts or threaded rod: ASTM A36, Ft = 19.1 ki. Steel for reinforced concrete: ASTM A615, Grade 60. Welding... Design and fabrication according to AWS D1.1, current edition. AWS certification required of all structural welders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete... Design and construction according to ACI 318-95. Compressive strength at 28 days, fc= 2,500 psi minimum. Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. (Exception: if the overall height of the sign is less than 20 feet and the sign pole is adequately braced against wind loads for a minimum of 4 days, the sign box may be installed the same day as the as the footing is poured. ) For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3" concrete cover over all steel embecied in concrete below grade. Sign Engineering 3.1 (C) 1998 Young Electric Sign Company Page 2 • • 6/8/2005 9:38 AM WIND LOADS Project: JRW & ASSOC Descript: MONUMENT SIGN AT 7' 7" OAH Ref: Uniform Building Code 1997 Basic Wind Speed= 80 mph, UBC figure 16-1 Exposure= C flat terrain, generally open for 1/2 mile. Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wind Pressures Height (ft): (qs) (Ce) (Cq) =Wind Pressure 15 16.4 1.06 1.4 24.3 psf 20 16.4 1.13 1.4 25.9 psf 25 16.4 1.19 1.4 27.3 psf 30 16.4 1.23 1.4 28.2 psf 40 16.4 1.31 1.4 30.0 psf 60 16.4 1.43 1.4 32.8 psf 80 16.4 1.53 1.4 35.1 psf 100 16.4 1.61 1.4 36.9 psf 120 16.4 1.67 1.4 38.3 psf 160 16.4 1.79 1.4 41.1 psf 200 16.4 1.87 1.4 42.9 psf 300 16.4 2.05 1.4 47.0 psf 400 16.4 2.19 1.4 50.2 psf Sign Engineering 3.1 (C) 1998 Young Electric Sign Company Page 3 si8i2oos 9:38 AM STEEL COLUMN DESIGN Project: JRW & ASSOC Descript: MONUMENT SIGN AT 7'-7" OAH Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Height Width 1) CABINET 2) BRICK 3) 4) 5) 6) 7) 8) 4.583 8.000 3.000 8.000 Area Centroid end (sp#) (#) (Psi 36.664 5.292 24.31 24.000 1.500 24.31 Calculation of Design Forces at Critical Heights y (ft) M(#') V(#) y (ft) M(#') V(#) ~ grade 5,592 1,475 7.58 7.58 7.58 7.58 7.58 Column Support Design Table # of Column Column Length Start End Sleeve S act fb Cols Type Size Elev Elev Depth (P, TS) (ft) (ft) (ft) (in) (in^3) (ksi) 1 P 4"(.237) 10.83 -3.25 7.58 N/A 3.21 20.9 FALSE 7.58 7.58 FALSE #DIV/0! FALSE 7.58 7.58 FALSE #DIV/0! FALSE 7.58 7.58 FALSE #DIV/0! FALSE 7.58 7.58 FALSE #DIV/0! FALSE 7.58 7.58 FALSE #DIV/0! Allowable Bending Stresses Column Column Criteria Stress increase factor= 1.00 Type Size P 4"(.237) d/t <3300/Fy so... Fb= 0.66Fy= 23.1 ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi FALSE help #N/A so... Fb= #N/A #N/A ksi Sign Engineering 3.1 (C) 1998 Young Electric Sign Company Page 4 6/8/2005 9:38 AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: JRW & ASSOC Descript: MONUMENT SIGN AT 7'-7" OAH Ref: Uniform Building Code 1997 (Sec. 1806.8) # Footings= 1 MomenUFooting, M= 5,592 Ib-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 3.79 ft Equiv Concentrated Load, P= M/h= 1,475 Ib Rectangular Pier Width, W= 4.0 Length, L= 3.0 Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 3.4 Actual Depth 3.5 S1= (2)(q)(D/3)= 444 ft, parallel to sign face ft, perpendicular to sign face ft ft psf ft Round Caisson Diameter, b= ft, round augered hole Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= ft Actual Depth 0.0 ft S1= (q)(2)(D/3)= psf A= (2.34 P) / (S1)(b)= Concrete Volume Outside Width of Column= 4.5 in Depth of Column in Footing= 3.25 ft Volume of Concrete per Footing= 1.5 cubic yards (+-) Total Order Volume of Concrete= 1.5 .cubic yards (+-) Sign Engineering 3.1 (C) 1998 Young Electric Sign Company Page 5