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Home My WebLink AboutPS 02-99; 7 Eleven CITGO; Sign Permits/Programs (PS)City of Carlsbad (760) qp -4600 .1si242MQ PLANNING APPLICATION ## PS 07-eq REC'DBY CaC~tr, W- DATE 7/7A& SIGN FEE SIGN PROGRAM FEE Planning Department All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign elevations containing the following information: 1. North arrow and scale. 2. Location of existing buildings or structures, parking areas, and vehicular access points to the property. Location of all existing and proposed signs for the property. Distance to the property line(s) for all proposed freestanding sign(s). Provide an elevation for all proposed sign(s) which specifies the following: A. Dimensions and area for all existing and proposed sign(s). B. Materials the sign(s) will be constructed of. C. Source of Illumination. D. Proposed sign copy. 3. 4. 5. APPLICANT MUST SUBMIT TIIREE (3) SETS OF SIGNISITE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE. The application must be submitted prior to 4:OO p.m. Average processing time: 2 weeks NAME OF PROJECT: I r/+Y ADDRESS OF PROJECT: E n) / L.Il ASSESSOR PARCEL NUMBER: z\2 .- m-Oq - RELATED PLANNING CASE NUMBER(S): yp I /p z SFMA TYPE OF DEVELOPMENT: (a) Residential 9 Service Station (i) Public Park (b) Commercial Prof. Care 0) Produce Stand (c) Officehdustrial (g) Theater (k) Nursery (d) HoteVMotel (h) GovWhurch (1) P-U/OS Zone SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yesm No 0 Specific Plan Number Sp-/aa VILLAGE REDEVELOPMENT AREA Yes No 0 Requires VR Approval SIGN ORDINANCE: Yesu NO 0 ....................................... Page I of3 Form 10 02/02 COASTAL ZONE: Yeso NO 0 NUMBER SIGN AREA I /Lj 5P I' 17 9F 36 S/F EXISTING SIGNS: SIGN HEIGHT TYPE MAXIMUM NUMBER MAXIMUM PROPOSED NUMBER PROPOSED SIGN SIGN ALLOWED AREA AREA Pole Monument Wall Suspended Directional canopy --Gas Freestanding (Project Identity) MAXIMUM SIGN HEIGHT NUMBER ALLOWED PERMITS ISSUED FOR EXISTING SIGNS: Yes a No 0 Date /d -2 3 -01 PROPOSED SIGN SIGN SIGN AREA AREA HEIGHT PROPOSED PERMANENT SIGNS: r- (Project I I I I PROPOSED TEMPORARY SIGNS: TYPE Construction For Sale Banner MAXIMUM I NUMBER I MAXIMUM I PROPOSED I MAXIMUM PROPOSED SIGN HEIGHT PROPOSED SIGN HEIGHT *+*** Page 2 of 3 Form 10 02/02 EXISTING SIGN PROGRAMS OR SPECIIFC PLAN SIGN CRITERIA TOTAL BUILDING STREET FRONTAGE /sa ft. TOTAL SIGNAGE ALLOWANCE sq. ft. EXISTING SIGNAGE (SQ. FT.) h7 sq. ft. REMAINING SIGN ALLOWANCE AT PRESENT sq. ft. PROPOSED SIGNAGE (SQ. FT.) -3kTWQ sq. ft. sq. ft. REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN OWNER I NAME (PRINT OR TYPE) APPLICANT NAME (PRINT OR TYPE) /YV3 s, Tr,u&no rV** e CITY AND STATE ZIP TELEPHONE 7Afi10 ;&. 9 />I& 1 (-9054 257 -873) I CERTIFY THAT I AM THE REPRESENTATIVE OF THE TlON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE LEGAL OWNER AND THAT ALL THE ABOVE MFORMA- SIGNATURE DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. 4. Location: *:e In right-of-way 5. 6. Style consistent with Sign Program andor Specific Plan criteria, if applicable. In visibility triangle at comer .:. Pole and monument signs to be checked by Bob Johnson, Traffic Engineer, for visibility issues. When approved route copy to Data Entry APPROVED: Planner: Date: 7-ZS-OZ ....................................... Form10 02/02 Page 3 of3 _- I City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Applicant: TOM, TURNER DescriDtion PS020099 33.00 Receipt Number: ROO28605 Transaction Date: 07/24/2002 Transaction Amount: 33.00 71am 153 PM ~ D/F MONUMENT DISPLAY @ 6'-2 1/2 OAH Structural Engineering Calculations for: 7-ELEVEN 5802 VAN ALLEN WAY @ FARADAY AVE. CARLSBAD, CA Index Title ................. 1 Specifications. ................ 2 Wind Loads ................. 3 Steel Column ................. 4 Footing ................. 5 Matching Plates ................. 6 Drawing ................. 7 Young Electric Sign Company By: Arland Pearce - SLC Check: Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 7m 1:s PM SPEClFlCA TIONS Project: 7-ELEVEN Descript: D/F MONUMENT DISPLAY@ 6'-2 ll2" 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 6 or equivalent, Fy = 35 ksi. High strength bolts: ASTM A325, non-slip critical (bearing type), snug tight. Machine bolts: ASTM A307. Steel for reinforced concrete: ASTM A615, Grade 60. Welding. .. Design and fabrication according to AWS D1 .l , current edition. AWS certification required of all structural welders. Concrete.. . Design and construction according to ACI 31 8-95. 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 7/8/02 153 PM WIND LOADS Project: 7-ELEVEN Descript: D/F MONUMENT DISPLAY @ 6'-2 1/2" OAH Ref: Unihrm Building Code 1997 Basic Wind Speed= 70 mph, UBC figure 161 Exposure= C flat terrain, generally open for 112 mile. Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wnd Pressures Height (ft): (qs) (Ce) (Cq) = Wind Pressure 15 20 25 30 40 60 80 100 120 160 200 300 400 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 1.06 1.13 1.19 1.23 1.31 1.43 1.61 1.67 1.79 1.87 2.05 2.19 1.53 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 SJgn Engineering 3.1 (C) 1998 Young Electric Sign Company 18.6 psf 19.8 psf 20.9 psf 21.6 psf 23.0 psf 25.1 psf 26.9 psf 28.3 psf 29.3 psf 31.4 psf 32.8 psf 36.0 psf 38.5 psf 7/8/02 1:s PM Description 1) SIGN CABINET STEEL COLUMN DESIGN Project: 7-ELEVEN Descript: D/F MONUMENT DISPLAY @ 6'-2 112" OAH Ref: Manual of Steel Construction, AlSC 9th Edition Areas Subject to Wind Forces ffi) (fi) Area Centroid Wnd (Scp) (ff) (ps9 36.900 3.473 18.62 Calculation of Design Forces at Critical Heights y (ft) M (#') V (#) y (ft) M (w) v (#) @grade 2,386 687 1.29 1,498 687 Column Support Design Table #of Column Column Length Start End Sleeve Sact fb Cols Type Size EIev EIev Depth (e TS) (lT) (rt) (fi) (in) (inA3) (ksi) 2 P 3"(.216) 4.04 -2.75 1.29 N/A 1.72 8.3 Allowable Bending Stresses Column Column Criteria Stress increase factor= 1.33 P 3"(.216) cyt <3300/Fy so ... Fb= 0.66Fy= 30.7 ksi Type Size Sign Engineering 3.1 (C) 1998 Young Electric Si Company 7/8/02 153 PM LATERAL BEARING PiER AND CAISSON FOOTINGS Project: 7-ELEVEN Descript: D/F MONUMENT DISPLAY @ 6'-2 112" OAH Ref: Uniform Building Code 1997 (See. 1806.8) #Footings= 2 Moment/Footing, M= 1,193 Ib-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 3.47 ft Equiv Concentrated Load, P= M/h= 343 Ib Rectangular Pier Round Caisson Diameter, b= 1 .SO ft, round augered hole Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 2.98 ft Actual Depth 3.0 ft S1= (q)(2)(D/3)= 407 psf A= (2.34 P) / (Sl)(b)= 1.32 Concrete Volume Outside Width of Column= 3.5 in Depth of Column in Footing= 2.75 ft Volume of Concrete per Footing= 0.1 cubic yards (+-) Total Order Volume of Concrete= 0.3 cubic yards (+-) Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 7/8/02 2:OO PM PLATE TO PLATE BOLTED CONNECTION Project: 7-ELEVEN Descript: D/F MONUMENT DISPLAY @ 6'-2 1Q" OAH Ref: AlSC Steel Manual, 9th Edition Plate Design # of Plate Conn. at this Elevation= Total Bending Mom. at Plate Elev., M= Minimum Column Dimension, OD= Number of Bolts, n= Bolt Line Spacing, L= Base Plate Dimensions: Tension per Bolt Line, T= Maximum Moment on the Plate, Mpl= Plate Thickness w/o Gussets, t= (2 matching plates greater Actual Plate Thickness 2 1,498 Ib-ft, from "Columns" sheet 3.500 in, perpendicular to sign face 2 per line front and back 5.50 in, from front to back 1,635 Ib, = M/L (simple moment couple) 1,635 bin, = (T)((L-OD)/2) 0.1 8 in, = Sqrt((GM)/(Fb B) 'than or equal to the calculated thickness) 0.50 in N= 7.50 in B= 8.00 in Bolt Design (using A325N High Strength, Bolts, bearing connection) Tension per Bolt, Tb= Required Area for Bolt, Ab= Min. Bolt Diameter, Db= Actual Bolt Diameter to by Used= Total Shear Load at Plate Elevation, V= Shear stress per bolt, fv= Allowed Tension Stress with Shear, Ft= Actual Tension Stress per Bolt, ft= 81 7 0.02 0.15 0.50 687 875 43,962 4,162 OK Ib, = T/n sq in, = Tb/Ft, using Ft= 44,000 psi in in, A325N High Strength Bolts Ib, see "Column" sheet psi, = V/(n Ab) psi, = sqrt(Ft"2 - 4.39(fv)"2) psi, = Tb/Ab Bearing is negligible. Sign Engineering 3.1 (C) 1998 Young Electric Sign Company