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Pole Design ROUND COLUMN <br />WL=21.00 (Wind Load) OR SQUARE TUBE <br />Area =30.00 (Surface Area of Sign) <br />hl =4.13 (Height from Grade to Middle of Sign) ..1 0 <br />P=WL <br />Mom = P <br />r=Mom <br />Totals <br />P=630.00 <br />Mom =2598.75 <br />ir =4.13 <br />B=2.5 <br />dt=3.8 <br />* AREA =630.00 3.5" STD PIPE OR Mt. f -- 3/8" BOLTS, <br />hl =2598.75 SQ. COL <br />TYP. <br />/ P = 4.13 (Tw=0.226) MIN.L 2"x2"xl /40 min. <br />SM =1.3125 -_TYP. or SQUARE TUBE <br />OK to use:3.5" I.D. STD PIPE COL .-I <br />S=2.4 Tw=0.226 - -4 / <br />Footing Design MIL STL. <br />(alternate)(BaseNmeol) NTS L 2"x2"xl /4" min.DETAIL <br />TYP. or SQUARE TUBE(Depth Dimension of Footing) <br />- 1/2" THRU BOLT (A307) <br />C <br />4 <br />:41.- 6[•11 <br />dtl =3.8 /3 = 1.2666667 <br />alt. dtl = 0 /3=0 <br />S=2 ' 100 -1.33 *1.26666667 <br />S = 336.933333 <br />alt.S = 2 * 100 *1.33 * 0 <br />alt.S = 0 <br />A=2.34 *630.00 _1474.2 -1 <br />2.5 *336.9333 842.33333 f <br />alt. A =2.34 *630.00 <br />0 * 0 <br />DF =(A/2)(1+SQRT(1+(4.36)0/A» <br />DF =3.81 <br />alt.DF = (A/2)(1+SQRT(1+(4.36xyA» <br />1805.7.2.1 CBC2010 alt.DF =#DIV/0! <br />OK to use: 2'-6" Dia OR SQ.x 4'-6" Dp <br />alternate:MIN. <br />Angle Design <br />WL=21.00 (Wind Load) <br />h=2.5 (Height of Sign(Top to Middle of Sign) <br />4 (Width of Sign(Side to Middle of Sign) <br />w-SQUARED <br />r"-7 " 14303- . <br />CO <br />.f .1,=1 -1,-*... <br />,1 A <br />...A- "4 - f t/.4 4'. 4 <br />.. <br />I . <br />I . <br />1474.2 h -1. I . .. . I. <br />alt.A = #DIV/01 <br />4 <br />= 16 4 an the jc <br />C l'I lrlae , <br />*INEELLIZES <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 />U - - 1 0 A. ALL STRUCTURAL STEEL PER ASTM 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¥X< STEEL PER CBC 2210 & SECTION 2209. <br />B. ALL PIPE PER AS™ STANDARD A-53 TYPE 'B FY- 36 KSI <br />C. ALL STEEL TUBE PER ASTM A-500 GRADE "13" 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 />. FABRICATION, ERECAON AND PAINTING OF STRUCTURAL STEEL TO <br />CONFORM TO CBC CHAPTER 22 <br />. APPROVED PLASTIC MATERIAL, OTHER THAN FOAM PLASTIC <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 />. 9. CONSTRUCTION IN A PUBUC PLACE OR STREET SHALL CONFORM <br />' TO CBC CHAPTER 33. PROVIDE PEDESTRIAN PROTECPON DURING SIGN <br />.ERECTION PER SECnON 3306, CBC. <br />11. CAL/OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH. <br />CD <br />6 <br />7 <br />7 0 Xt- <br />8 <br />WL * h =52.5 CY'«l«/«< «1 <br />P * (w)2 * 63r = -0.12450593 .. <br />40480 <br />:ilt<X,: ·· <br />OK to use:L/TUBE 2"x2-x3/16" .....: <br />ALT:(S=0.247,0.668) MIN. - <br />0 ..... <br />... <br />. 1 % 4 <br />4 <br />.. <br />12. CONTRACTOR MUST VERIFY THE DIMENSIONS OF THE FOOTING2'WW I<6 <il<:ilitic tr, ftom thi 1/4" BASE BEFORE INSTALLATION OF SIGN. <br />13. FRAMED CONNECTIONS NOT SHOWN SHALL USE AT LEAST ONE <br />.% 0, ,-%"1/2" A307 BOLT. WHERE REQUIRED USE 1/4" THICK GUSSETS- PLATE AT WEI-DED TO MATCH STRENGTH OF BOLT.. (D L -b 14. SIGN SHALL COMPLY WITH ARTICLE 600, 2004, CEC.SHA 4 Alo 15. SIGN SHALL BE ON SEPARATE UNDERGROUND CIRCUIT.7. .-- I -<3<2<Xk<f<k<X< 1 ator of an> <br />17. SIGN SHALL BE 6' HORIZONTAUY AND 2' VERTICAL FROM ANY HIGH <br />BOTTOM OF COL.16. SIGN SHALL BE U.L. LABELED OR EQUAL. <br />DIA. OR SQUARE VOLTAGE WIRES.i <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 ™E LATEST EDITION OF <br />SPEGFICATIONS FOR STRUCTURAL ¥,ELDING OF A.W.S. <br />ELEVATIONI <br />... t- - SCALE: 1/2" = 1 '-0"19. ALUMINUM POLE SHALL BE ALLOY 6063-T6 NON WELDED WITH <br />YIELD STRESS FY-25 KS, SMEAR MODULUS 14 KS AND MODULUS <br />OF ELASnCITY E=10.000 KSI MIN.\_ 1/4" BASE r -.=J <br />PLATE AT COMPANY NAME ZEE SIGN SYSTEMS <br />BOTTOM OF COL.JOB TITLE MONUMENT SIGN <br />S ECTI O N SCALE: 1/2" = 1'-0"2500 REDHILL JOB ADDRESS SANTA ANA, Ca. <br />THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE <br />PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED AH Consulting Engineers DRAWN BY: GREG A. PAGE(S)1 OF * <br />Nkk:z=:2920WITHOUT CONSENT OF GILBERT HERNANDEZ P.E.2500 W Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 DATE -10-22-13 JOB #13078 <br />Z -0 <br />90 M.P.H. <br />»1*x- CIVIL j'