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HomeMy WebLinkAboutPermit Correspondence 2000-6-26 Jun-28-00 01:12P ESA STRUCTURAL TECHNOlOGY 651 Arroyo Drive San Diego, CA 92103-6401 BY: SMS No. 1037 - 48.1 (619) 296-2096 of 1 =====-========================================================================================== CLIENT: ES&A Sign & Awning Co. 21'-S' CODE: 1997 UBC LOCATION: Springfield 3660 Gateway Street Basic Wind = Elqlosure" DATE: WINO: Wind governs 22-Jun,2000 . qs= Cq= Design Wind Pressures (pst) : 0'.15' 15 '-20' 20 '-25' 25 '-30' 30 '-40' 40 '-60' 60 '.60' FORCE 1493 814 718 4955 443 318 1427 2131 AREA 42.2 23.0 21.8 150.0 13.4 9.6 43.2 75,0 . JOB Wood Products Credit Union ,OR - I<:I'.S" 80 C 16,5 1.4 i1.l ~_ 118'-~1 ~-~~ -~~ 24.49 26.10 27.49 28.41 30.26 33.03 35.34 ARM MOMENT 62.00 92570 59.92 ' 48766 58.83 42270 54.33 269222 49,75 22048 46.58 15446 39.00 55654 15.00 31965 I : ':'2!:-' A!J:' :- . .1 .. :.'::': .~. .' I ", -.. <I "'::1 ~ ." 11'-el" .4 BARS e ID21 12' ole EA. f\- WAY, EA. FACE I~I/ ... . >ll . 0- Q .... ~ .s:l , Q . - !:! T 378 FOOTING SOIL PRESSURE = 100 x 2 x 1,33 = 267 PSFIFT (UBC TABLE 1S-1-A VALUE x 2. PER FOOTNOTE 3 & 1612.3.2) P = 12299 LBS H = 46.99 FEET B = 17.46 FEET S1 = S x 0 I 3 = A = 2.34 x P I (SI X El) = 1.77 0= .5 x A ( 1 + ( 1 + 4.36 X H I A) '.5 ) 10.45 FEET FORMUlA PER UBC SECTION 1806,8.2.1 12299 930,26 17 '- 10 '- .-.-----......--..................... 4 '- o 'x 6 . DEEP ..... :::IN Ill- .Z ~~!f! ~e ~I-!f! '~ n<ll 1 "inTI ..J .1 '" .;f' .1- _ o - ...JZ 81 4 PLACES (EVENL Y I )( ", SPACED) NOTE, SPLICE FORCES ARE TRANSMITTED TI-lROl.IGol-l SPACER RING.S BY BEARING.. FIELD JolELDS ARE NON-STRUCTURAL. NO 5PECIAL INSPECTION. 577941 ..........--.......................-...- o "x COLUMN PIPE STEEL - ASTM A53 GRADE B S = 577941 Xl21(1.33X22000)' S= 236,4 @ @ 0.0 FT 235849 Xl21(1.33X22000)' 96,5 P.02 SHEET 1 _ C E UJ Q IL l/\ 0:: N Q ; . ... N J-:-- 'Il III . ILl:! -.... IL . - ~ N II .... ... ... - .ft;:~;;.:'J:~,' _ .~ 30.5 FT 6ENERAL NOTES --......---.....-...... ..... .-.-... FOR POLES AND FOOTINGS 32.0 'PIPE w= 105.6 /lilt t= 0,312 . I. r'e = 2&elel P51 ...-.-.-..--........................... .......-. 2. PIPE STEEL ASTM AS3 GRADE B, 24.0 .PIPE w= 63.4 (jilt t= 0.250 "m,i). OR API&L _..............._-.__......._--.........;~ 3. 3" MIN. COVER, TYP. e REINF. STEEL 4. ry , 4el~ellZl F'6/, MIN H ( ~ 11'-'" SECT A &(D G.(\,t~L\