HomeMy WebLinkAbout200 GRAHAM_ 99-539200 W. GRAHAM 99 -539 1 OF 1
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APPP,QwE
AS REVISED
CITY OF LAKE ELSINORE
BUILDIN1-, DFPT.
NOTES
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END ELEVA'TI04
SCALE : 112-:
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DETAIL OF TOP
MOUNTING PLATE
SCAL= : 11.12': 1' -0'
APPP,QwE
AS REVISED
CITY OF LAKE ELSINORE
BUILDIN1-, DFPT.
NOTES
i;l Al.l. BE , -:} -IIY „ 1. I'I:H A.:;.':
A INSIALIM) BY CONIkACIOH. 6. CONIRACIOR '10 INSTALL MASUNRI MON x PYLON FWII&G & - -
I. SIGN 10 III. FL'HNISIILU IIY 111 E:A'1'ENU & (UNNWr ELF.CI"R ICAL IONIA11I TO fi.W SIGN LOCA'II4N. EJ:iALI. bi 1.6+- UNIT.;.
2, CONIRAI:IOR SIIALI, 01HAP, A VAY iOR AI.I. 1'h:KM1IS ND1.SYARY
LE:A'ka, x 11110.11111 D. r hOIL 6FMINGGAi°.C11Y•I,CIOO P.S R
NOTES
IU INS'1AII. SIGN (OH SIGNS) AI SIIbIF.CI IlR:MON•
7. SIGN ,& {'Y'IAN SIIALI. UE: tiygUNe
LAT Rl = CeANING VALUL' - zoo P4 F I'll SIIOW Ci:,11'II II L. I.AI'llll l' 11,II.Y. IIIIS UHAWIYI: IS
J. STHFI. P11'F: SHAH, C.ONHIHM 'IU A.S.T,EI. A -57 -B UH A.P.L 51-14. b. GROAT ALL CELL', 50LtD
11S {: AI'I'HOVi.II h'INAI. AH'I' 4'111: ?. IiiH I'Kl1UIICPION
9. HEI NF(IRC I NG SIIUa. SHAI.I. ca11F01w1 TO h. 4.T. N. A"fil5, (We4. kfgI11 NIN Slk doll OF LUNCHP.fE AI' :U UAYK . 2,000 P.S.I• nP SILN 1'AI'.L.
ll:Y I'Ol.f. R F1 Alf l9f,. 10. CROU'I & MORTAR SIIALI. IIAVI: A OXIPHI,:,SIVI. S"IREN611, OF
CONI'PAI:IIIH 10 IN:';IAH, '
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APPR
CITY OF L
BUILE
1 /-
PLANNING DEPART
610
TUNErp
FOR USE IN S(
R E V I 9'1 O N
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C 0 L U A N I A 5 E PLATE BI IA AOAENI
COLUMN SIIE :5• PIPE COL. AKCO - 4'1e, STO. 51G"
INPUL' Pc • 0.5000 A.ial C..vessm force Iliad
A • 1.1700 Applied Aaunt la olumn Ilt-Ii71
i1 • 8.0000 B+se piste width lnchesl
1 • 7.5000 late plate dtptl [inches)
t • 66.0800 Eccentricity TIM finches)
1 • 3.0000 Center of Column to cenlerof Pt linchesl
q C.96A5 Edgr di+t. 6et.een coluan 1 plde Ilnchesl
d • 3.$630 Column outside ditmilon or diea. linchesl
n • L0000 Aadulu olio of Es re Ec
As • 0.6700 Total ho'1d'd w balls Area (sq. inches)
UNLNOSIh Searing Strait distance T
Bearing sires" Ild
Hold-do.n ltmion falls fares Pt
Required base Plitt thickness It
Trial 7 (inches) 1.01149 (( luring dress distance
Y'34AIIY'24121Ya13 • -0.006
thereEI • 3 I e - 0/2 1 RI • 126.990
2 • 61n1Afll I f a t 1 B7 • 22.822
93 • - C2 1 1/2 a I 1 93 • -154.050
lolls Tension Force I Pt 1 . 3.33 (lips) F t-'s, I e.Dtc.
here Pl • - Pc [ 1012-Y/3 -el / 1112-Y/3af1 1 t.tL .
oxls.42, qo3 e'.
0 4u 5 A S-4t. • 1394 '4
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ifY<q, then IT f(c)IT12111 -I/3)
here t• SORT 1 6 1 X 1 .73 1 Vy 1
Bearing Stress underneath column tlge ( In 1 • 0.040 llsil
lending nacent under Column lest Plitt ( A 1 • 0.30 linch- kiplincl)
for Coepressiun side 1) 0.20 Ilt-kip)
Aeq'd. Plate tA+- koess, Comp. side I l 1 • 0.26 (inches) < "A. t o l.-.
lesion Aotent under late Plate: AOAENI • Pt 1 1 F - 1 / 2 1 I I
Binding Moment under Column lase Plate I A 1 . 0.09 finch- kiplincnl
for Tension side )) • 0.06 (ft-kip)
Re0 d. Plate thickness, Tension side I t 1 • 0.14 (inches)
losvas - -) late Plate thickness required • 0.26 linchesl
aTI nvc ogslG.1:
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It r 7.45 . o. Sle3
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USc: 5 't S1P DIPE
d" .511SN .C'f7i tVD6..FoaL•6S ON 51Gad1EV "N li 155000oirEO
LT jSKE He 1.894 x 5.40. 1.53 Hart, 0.4o0 5.4• 4.ICi
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w.19ow %lC'ttC,.•aM•C.lt f6• o,. 45. 61 .1t.TS:0dS1•1 IU.7.744•.,9os
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