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Home My WebLink Aboutsp-06-031 Bruneel Tire FactoryW(Try op erg , i n `t IDA110 �-ref• Ale A 1W k_111 V�wv V> , - __ 1t%V Type of Review Requested (check all th Sign Permit pot Planning Department SIGN PERMIT APPLICATION cc Total value of sign(s) (excluding value of electrical portion &. cost of installation): $ Total value of electrical portion only (muvt obtain electrical permit): ❑ Planned Sign Program C_1 Temporary Sign Permit: o 15 day o 30 day o 60 day o 90 day Expiration date: Applicant Information Property owner's name: � i� � �-- Phone: 874 �Dd Property owner's address: Zi -p: R_8Lq Z— f_X111 ' \ Phone: 87& — 1DD Business owner's name: Business owner's address.- t`D c .tip: ��6a �1 �, j Sign contractor: t � t S 7 Phone: �' f 1 S gx c� e t�V Sigin contractor address:' . S Zit -4 p: Primary contact is: ❑ Property owner ❑ Business owner alSi�gn contractor ❑ Other Contact e-mail: 0)0a ��. C� . � � Fax: Subject Property Information Business name: Lo ation/street address: y i^C � �� t�l� L tonin district: � g Range of addresses (if PSP).- Legal SP):Legal Description: Lot J670/(e Block T Subdivision Is there an existing Planned Sign Program for this property? U Yes Lf'No U Not required Comments: Temporary Sign Permit InformWESENEMNW�atiott if applicable) Size of sign: Height (in feet) - - Width (in feet) Type of sign (e.g. banner, balloon, "T" frame, sandwich board, inflatable): Name of person responsible for removal of Authorization Business owner/authorized agent's p ted name-- Business ame:Business owner/authorized agent's si Phone: Date: T Date: �9 STAFF USE ONLY: Date filed: 7 File number(s): LS;0 062 Sign Permit Fee: Planning Dept. approval: r Date: Cv Building Dept. approval: Date.- 660 ate: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 & Website: www.meridianci .erg S"fvv��,Vie�6R� SP- ob_og� YOUNG ELECTRIC SIGN COMPANY Boise Division 208-345-2982 Telephone 208-345-3064 Fax 416 East 41 st Street P.O. Box 4478 Boise, Idaho 83711-4478 March 27, 2006 City of Meridian 660 E. Watertower Lane Meridian, Idaho 83642 Re: Brunel Tire 517 N. Meridian Road Meridian, Idaho We are proposing to install (1) new freestanding sign on Meridian Road, (1) non - illuminated wall sign on the North side of the building, (1) one non -illuminated sign on the East elevation, (1) illuminated wall sign on the East and South corner of the building. We have attached a permit application, site plan, engineering calculations and drawings of the proposed signs. Should you need additional information please call me at 841-9314 (cell) Sincerely,,..- Young, incerely:Young. Alec is ign Co Roger Huber Sales Operations 3/20/2006 2:36 PM Structural Engineering Calculations for: Bruneel Tire Factory 517 N Merdian Rd. Merdian, Id Single pole freestanding sign @ 14'-1 1/4" OAH Index Title ..................1 Specifications .................. 2 Wind Loads .................. 3 Steel Column ..................4 Footing .................. 5 Drawing .................. 6 Young Electric Sign Company By: Enver Check: BJ Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 3/20/2006 2:36 PM SPECIFICATIONS Project: Bruneel Tire Factory Descript: Single pole freestanding sign @ 14'l 1/4" 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. Machine bolts: ASTM A307. Anchor bolts or threaded rod: ASTM A36, Ft = 19.1 ki. 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 embeded in concrete below grade. Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 3/20/2006 2:36 PM WIND LOADS Project: Bruneel Tire Factory Descript: Single pole freestanding sign @ 14'-1 1/4" OAH Ref: Uniform Building Code 1997 Basic Wind Speed= 70 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 12.5 1.06 1.4 18.6 psf 20 12.5 1.13 1.4 19.8 psf 25 12.5 1.19 1.4 20.9 psf 30 12.5 1.23 1.4 21.6 psf 40 12.5 1.31 1.4 23.0 psf 60 12.5 1.43 1.4 25.1 psf 80 12.5 1.53 1.4 26.9 psf 100 12.5 1.61 1.4 28.3 psf 120 12.5 1.67 1.4 29.3 psf 160 12.5 1.79 1.4 31.4 psf 200 12.5 1.87 1.4 32.8 psf 300 12.5 2.05 1.4 36.0 psf 400 12.5 2.19 1.4 38.5 psf Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 3/20/2006 2:37 PM STEEL COLUMN DESIGN Project: Bruneel Tire Factory Descript: Single pole freestanding sign @ 14'-1 1/4" OAH Ref: Manual of Steel Construction, AISC 9th Edition 1) Sign cabinet 2) Reader board 3) Base Areas Subject to Wind Forces Height Width Area Centroid Wind 43.290 12.300 18.62 19.500 9.219 18.62 24.000 4.000 18.62 Calculation of Design Forces at Critical Heights y (ft) M(#') V(#) y (ft) M(#') V(#) @ grade 15,046 1,616 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 6"(.280) 18.35 -4.25 14.10 N/A 8.50 21.2 Allowable Bending Stresses Column Column Criteria Stress increase factor= 1.00 Type Size P 6"(.280) d/t <3300/Fy so... Fb= 0.66Fy= 23.1 ksi Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 3/20/2006 2:37 PM LATERAL- BEARING PIER AND CAISSON FOOTINGS ------ ------- Project; Bruneel Tire Factory Descript: Single pole freestanding sign @ 14'4 1/4" OAH Ref: Uniform Building Code 1997 (Sec. 1806.8) # Footings= 1 Moment/Footing, M= 15,046 Ib -ft Pass lat soil res, q= 200 psf Composite Centroid, h= 9.31 ft Equiv Concentrated Load, P= M/h= 1,616 Ib Rectangular Pier Width, W= Length, L= Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= Actual Depth S1= (2)(q)(D/3)= b= Sgrt(W^2 + L"2)= A= (2.34)(P) / (S1)(b)= Outside Width of Column= Depth of Column in Footing= Volume of Concrete per Footing= Total Order Volume of Concrete= 3.5 ft, parallel to sign face 3.5 ft, perpendicular to sign face 4.4 ft 4.5 ft 576 psf 4.9 ft 1.3 6.625 in 4.25 ft 2.0 cubic yards (+-) 2.0 cubic yards (+-) Sign Engineering 3.1 (C) 1998 Young Electric Sign Company aesco® S CV Zo v eneineeRmG JOBNAME Bruneel Tire Factory LOCATION Meridian, Id DATE 3/20/06 BY Enver DESCRIPTION Single pole freestanding sign (9 14'-I 1/4" OAH JOB NO. 230607 SHT ('—OF 6 12'-0" 8'-0" 3'-0" 7 I I SIGN CABINET READER BOARD 6"(0.28) PIPE ASTM A53 GR. B 18'-4 q" LONG BASE T-6" SQ. 0 CV m N N J iJ O T 0 (D O V / O 2" SQUARE TUBE 6"(0.28) PIPE ASTM A53 GR. B 18'-4 4" LONG 0 0 E70 3/16 4 SIDES 10 E70 N 3/16 TYP. o a L 1 2x1 la ANGLE IRON ASTM A36 m a 0 CONNECTION DETAIL 0 0 Q UBC/IBC SOIL CLASS 4: CLAYEY SAND III NOTIFY ENGINEER IF CONDITION DIFFER o SQUARE FOOTING, CONCRETE STRENGTH fd=2500 psi @ 28 DAYS (NO SPECIAL INSP. REQ'D) MAINTAIN 3" COVER / 3 ON ALL EMB. STEEL FRONT VIEW 1 SCALE. 3/8" = 1'-0" Ada County Assessor Property Details for Parcel S1212449011 and Year 2005 Back to Parcel Search Parcel: 51212449011 Year: 2005 Zone Code: I -L Total Acres: 1.62 Tax Code Area: 03 Property Description: PAR #9011 OF LOTS 15 & 16 TAYLOR SUB R/S #2469 SEC 12 3N 1W Ada County Assessor Address: 517 N MERIDIAN RD MERIDIAN , ID 83642 Tax Levy subdivision: 3N 1W 12 Phone District Land Group Type: SECT 1 0.002834671 ADA COUNTY 208-287-7000 Township/Range/Section: 3NIW12 0.000120598 EMERGENCY MEDICAL 208-287-2962 6 Valuation Details ADA COUNTY HIGHWAY DIST 208-387-6120 8 0.006553372 SCHOOL DISTRICT NO. 2 208-855-4500 Assessed Valuation MERIDIAN LIBRARY Role SCC Acreage Value Method Code Area Primary 420 COM IMPROVEMENT 0.0 $0 UR BASE 03 Primary 210 COM LOT OR TRACT 1.62 $0 UR BASE 03 Primary 210 COM LOT OR TRACT 0.0 $0 UR INCR 03-11 Primary 420 COM IMPROVEMENT 0.0 $0 UR INCR 03-11 Valuation History Year Value 2005 $0 2004 $0 2003 $0 2002 $0 2001 $0 2000 $0 Tax Districts Tax Levy Description Phone District 1 0.002834671 ADA COUNTY 208-287-7000 3 0.000120598 EMERGENCY MEDICAL 208-287-2962 6 0.001010326 ADA COUNTY HIGHWAY DIST 208-387-6120 8 0.006553372 SCHOOL DISTRICT NO. 2 208-855-4500 12 0.000521022 MERIDIAN LIBRARY 208-888-4451 18 0.003014075 MERIDIAN CITY 208-888-4433 24 0.000058519 MERIDIAN CEMETERY 208-888-5133 43 0.000029309 MOSQUITO ABATEMENT 208-888-2316 46 0.000073097 WESTERN ADA RECREATION 208-887-1730 Total Levv: 0.014214988999999999 Taxes, Certifications, and Fees Page 1 of 2 http://www.adacountyassessor.orglpropsysIPi intParcel. doj sessionid=73DF62929BD05779... 3/3/2006 IDAHO� 9A3 Planning Department SIGN PERMIT ■ Application Checklist Project name: �ko. ')`'7— <;zf--- A I File #. Applicant/agent— o" —E' uv \ �t All applications are required to contain two copies of the following: Applicant Description Staff Completed and signed Sign Permit application Drawing of the proposed sign(s), including the following: ➢ Complete text to appear on sign (business name, logo, sub -titles, etc.), including size & lettering style ➢ Overall sign dimensions (including base, wall area, background area) ➢ Construction materials ➢ Sign and lettering color(s) — include color samples or paint chips Building elevations, including wall dimensions & exact, scaled location of sign on building or wall sf ns Site plan showing property lines & any adjacent sidewalks, rights of way from center of streets, landscaping, screening and exact, scaled location of sign on property ffiorftee-standing signs) Fee THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org IRC 1'-O " 0 VticirT SLOPE 141-0.1 0. ,,��%E�Brmi El 11% R TIR""" SCOPE OF WORK SCALE: 1/2 MFR AND INSTALL (2) INTERNALLY ILLUMINATED DISPLAYS CABS TO BE SHEET METAL PAINTED RED FACE5 TO BE WHITE LEXAN - VINYL A5 SHOWN (COLOIZ5 TO BE V CAB5 TO BE INTERNALLY ILLUMINATED W/T'12'5 D15PLAY5 TO BE MOUNTED ON BUILDINGS METAL CANOPY CU5TOMER TO ADD FILLER ON ENDS AND BETWEEN 51GN5 V V V I it-/ r ILL L,V n�VGn o' i '/'''-�^ B uNEEL TIRE FACTORY SCOPE OF WORK MFR AND INSTALL NON ( NON ILLUMINATED PANELS �f VINYL AS SHOWN AND TO BE VERIFIED DISPLAYS TO BE MOUNTED ON NORTH AND EAST ELEVATIONS AS SHOWN IN PHOTO SCALE: 1/z "=1'-O" r r FA 4 I1• �•rI . I' - J- '. ' Y, �, �M: • - ,fir' ,31fi ,,;� �.;�, r ��".a� � 3, .w ' -�' ' � .. +, } _' .• �% � _. ,. ;_,� t} �,;± ' ,$sty t . "+ :r� t^i3a�', �• i �$ �,� {' _ � �•}�",J]J]9�� ,may r` :,y a s, � 3 t Fa 3 c -1 r A r --- AM %^ BRUNEEL TIRE FACTORY 82'-b" _ t Y BRU14EEL TIRE FACTORY Al 12'-O " 3'-O " a i •l. M,ut Cv- 2" SQUARE TUBE REVEAL PAINTED RED r SCOPE OF WORK SCALE:'/z "=1'-O" MFR AND INSTALL D/F INTERNALLY ILLUMINATED MONUMENT P15PLAY AND READER BOARD CAB TO BE SHEET METAL PAINTED BLUE FACE5 TO 5E WHITE PLEX W/VINYL GRAPHICS A5 SHOWN DISPLAY TO 5E INTERNALLY ILLUMINATED W/T-12'5 READER BOARD TO HAVE PLEX FACE5 AND TRACK FOR 3 LINES OF 6" CHANGE LETTERS STORAGE BOX, CHANGE ARM AND LETTERS REQUIRED READER BOARD TO BE INTERNALLY ILLUMINATED W/T-12'5 BASE TO DE SHEET METAL DIUM GREY W/BLUE AND RED PAINTED 5TRIPE5 PAINT TO MATCH VINYL COL R