Laserfiche WebLink
Pole Design <br />WL=23.00 (Wind Load) <br />Area =29.00 (Surface Area of Sign) <br />hl =3.00 (Height from Grade to Middle of Sign) <br />P=WL *AREA =667.00 <br />Mom = P * hl =2001.00 <br />Mom / P =3.00 <br />Totals <br />P=667.00 SM =1.0106061 <br />Mom =2001.00 OK to use:4- ID. STD PIPE <br />lr=3.00 S=3.2,; Tw=0.237 <br />Footing Design <br />(alternate)T1804.2 (Lat'I bearing=100) <br />B=2-5 5 (Base Dimension of Footing) <br />dt=3.65 15.5 (Depth Dimension of Footing) <br />dtl =3.65 / 3 = 1.2166667 <br />alt. dt 1 =15.5 / 3 = 5.1666667 <br />S= 2 ' 100 *1.33 *1.21666667 <br />S = 323.633333 <br />alt.S = 2 * 100 *1.33 *5.16666667 <br />alt.S = 1374.33333 <br />A=2.34 '667.00 _1560.78 <br />2.5 *323.6333 809.08333 <br />A <br />alt. A =2.34 *667.00 _1560.78 <br />5 * 1374.333 6871.6667 <br />alt.A =0.23 <br />DF =(A/2*1+SQRT(1+(4.36xyA)) <br />DF =3.65 <br />alt.DF =(A/2)(1+SQRT(1+(4.36x)/A)) <br />1805.7.2.1 CBC2010 alt.DF =0.98 <br />OK to use 2'-6" Dia. Or Sq. x 410"'Dp <br />alternate:minimum <br />Angle Design <br />WL=23.00 (Wind Load) <br />h=3 (Height of Sign(Top to Middle of Sign) <br />W=2.25 (Width of Sign(Side to Middle of Sign) <br />w-SQUARED = 5.0625 <br />P=WL * h =69 <br />P * (wR * 6Sr = -0.05177557 <br />40480 <br />OK to use:L Z'xZ'x3/16'(S=0.190) MIN. <br />ALT:or SQ. TUBING <br />WIND DESIGN:PER [ASCE-7, 6.5.14] & [CBC- <br />100 MPH EXP. <br />F = <br />qz = 0.00256 Kz Kzt Kd V 1 <br />Kz = 0.85 [T-6-3]F = <br />Kzt = 1 P = <br />1<d = 0.85 [T-6-4] <br />V2 = 1002 =10,000 <br />I = 1.0 [Il T-1-1] <br />qz = 0.00256xO.85*1.Ox0.85*10,000xl.0 <br />qz = 18.49 <br />G = 0.8= <br />Cf = 1.4 <br />FROM FIG. 6 <br />s/h= 1 B, <br />DF SIGN <br />De <br />0*0 <br />0 k M <br />m A \ <br />ID E <br />0 <br />1/4" THK. PLATE <br />WELDED AT <br />BOTTOM OF PIPE <br />0 <br />2' <br />MAX. <br />j 0 <br />Dut <br />NTS5 <br />-20 <br />1.0 <br />1 <br />rih <br />1.93 <br />(1) <br />2010]Ar **th <br />-- . DEAD) liOAD = 15:0, psfx6'x6.5'=585# <br />qz G Cf Af <br />18.49xO.85xl.45 <br />23.00 psf <br />A' <br />4" ID ST PIPE <br />inft f Tw = 0.2371 / - 1 . <br />. <br />. <br />4. 11 4 <br />. GRADE t. <br />.. <br />. <br />/ <br />2 -b <br />100 MPH EXP. "C <br />DIA. OR SQUARE <br />0 <br />L/ <br />0 <br />SAI <br />4" ID ST PIPE <br />3/8" BOLTS, <br />TYP. 0A307) <br />--2"x2"*3/16 <br />SQUARE TUBE <br />12(p <br /> 5/8" THRU BOLT(A307) <br />.GENE68L.bIQIES <br />1. ALL WORK PER 2010 CBC. <br />2. THE CONTRACTOR IS TO VERIFY ALL CONDmONS AND DIMENSIONS. <br />3. SOIL TYPE: CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT. <br />(TABLE 1806.2 CBC2010) <br />4. CONCRETE: 2500 PSI CBC 2010 - CHAPTER 19 <br />5. STEEL <br />A. ALL STRUCTURAL STEEL PER AS™ STANDARD A-36, <br />MINIMUM YIELD STRENGTH 36,000 PSI. <br />SECONDARY MEMBERS SUPPORTING THE DISPLAY <br />SURFACE MAY BE UGHT GAUGE COLD FORMED GALVANIZED <br />STEEL PER CBC 2210 & SECTION 2209. <br />B. ALL PIPE PER ASTM STANDARD A-53 TYPE "80 FY- 36 KSI <br />C. ALL STEEL TUBE PER ASTM A-500 GRADE *8" FY- 46 KSI <br />D. ALL BOLTS PER ASTM A- 307 <br />E. ALL STEEL 3/16" THICK OR LESS MUST BE GALVANIZED. <br />F. ALL HOLES DRILLED OR PUNCHED, UNO <br />G. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED & <br />UCENSED FABRICATOR PER SECTION 1702. <br />. FABRICAnON, ERECTION AND PAINnNG OF STRUCTURAL STEEL TO <br />CONFORM TO CBC CHAPTER 22 <br />. APPROVED PLASTIC MATERIAL, OTHER THAN FOAM PLASne <br />(SECnON 207) SHALL BE CLASSIFIED AS EITHER CCI OR CC2 <br />PER CBC SECTION 2606.4 <br />. ELECTRICAL SIGNS PROJECTING OVER A PUBUC PLACE OR STEEL <br />SHALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF <br />ERECTION PER [CBC APPENDIX H104.1] <br />. CONSTRUCTION IN A PUBUC PLACE OR STREET SHALL CONFORM <br />TO CBC CHAPTER 33. PROVIDE PEDESTRIAN PROTECTION DURING SIGN <br />ERECTION PER SECTION 3306, CBC. <br />1. CAL/OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH. <br />12. CONTRACTOR MUST VERIFY THE DIMENSIONS OF THE FOOTING <br />BEFORE INSTALLATION OF SIGN. <br />13. FRAMED CONNECTIONS NOT SHOWN SHALL USE AT LEAST ONE <br />1/2" A307 BOLT. WHERE REQUIRED USE 1 /4" THICK GUSSETS <br />WELDED TO MATCH STRENGTH OF BOLT. <br />14. SIGN SHALL COMPLY WITH ARTICLE 600, 2004, CEC. <br />15. SIGN SHALL BE ON SEPARATE UNDERGROUND CIRCUIT. <br />16. SIGN SHALL BE U.L LABELED OR EQUAL <br />17. SIGN SHALL BE 6' HORIZONTAUY AND 2' VERTICAL FROM ANY HIGH <br />VOLTAGE WIRES. <br />18. WELDING SEQUENCE AND PROCEDURE TO BE SUCH ™AT DISTORnON AND HEAT <br />STRESSES BE MINIMIZED. WELDS TO BE PLACED IN 1/8' MAXIMUM PASSES BY <br />SHIELDING ELECTRIC ARC PROCESS ACCORDING TO THE LAIEST ED,nON OF <br />, SPEaACAnONS FOR STRUCTURAL WELDING OF A.Wa <br />6 <br />7 <br />8 <br />9 <br />NAT. <br />1 <br />THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE <br />PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED <br />WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. <br />ELEVATION <br />SCALE:3/8"=1 '-0" <br />AH Consulting Engineers <br />2500 W Orangethorpe Ave. Suite 121 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 <br />'t*,Exp.06-30-1,;* <br />COMPANY NAME WESCO SIGNS <br />JOB TITLE MONUMENT SIGN <br />JOB ADDRESS \GO\ V <*9 1- 51 <br />S /14»&4 Ul <br />DRAWN BY: GREG A. PAGE(S) 1 OF 1 <br />DATE-01-15-14 JOB #13094 <br />.