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PROJECT 22-0064 OWNER: VALVOUNE' <br /> I <br /> January 28,2022 , ;2411 BROADWAY <br /> I DRAWING# B1871980 ; !EVERETT,WA 98201 , <br /> d' ! WIND LOAD 22.08 ;: PSF <br /> 111111T <br /> 1 1/4" HEAVY WIND SPEED 110 MPH CUENT: PERSONA,INC. <br /> HEX NUT *COLUMNS 1 ',IBC 2018 70021ST STREET SOUTHWEST(P.O.BOX 210) <br /> 00 <br /> '" ... DESIGNER,..- HV WATERTOWN,SD <br /> 1 FACTOR CENTROIDHEIGHT AREA <br /> " , TOTAL <br /> = SHAPE <br /> ITEM HEIGHT WIDTH FORCE MOMENT <br /> =� ..====== =====3== aa�==.._� ======= .======= <br /> CABINET 7.979 8.083 0.887 3.913 57.180 1.263 4.940 <br /> REVEAL 0,531 6.375 1.000 0.266 3.387 1.337 5.631 <br /> READERBOARD 4 313 7.542 0.982 2.156 31.284 2.028 12.888 1 1/4'� <br /> REVEAL 0.531 6.375 1.000 0,266 3.387 2.103 13.985 <br /> _ <br /> CLADDING 10.979 4,000 1.000 5.490 43.917 3.073 42.395 <br /> € BASE COVER ' 0.887 4.208 1.000 0.333 2.806 3.134 44.464 <br /> OAH 25.000 <br /> . <br /> COLUMN CALCULATIONS, (CODES P=PIPE;O=OTNER;T=TUBE) <br /> , DESIGN ' AVAILABLE , <br /> 1 1/4" QIA.X42" COLUMN 11 COLUMN ' COLUMN ' ixx. , MODULUS; REQUIRED FLEXURAL <br /> to <br /> 1 LONG STEEL ITEM WIDTH DEPTH WALL COLUMN COLUMN MOMENT STRENGTH UNITY <br /> ANCHOR BOLT _ _____ __ _ <br /> i� ______ _______= s_av=s =____., ......... <br /> = aaa=v va <br /> T CABINET 4.000 4.000 0.233 7.8 1 4.89 4.940 10.77 0.621 <br /> T . REVEAL 4.000 4.000 0.233 7.8 4.89 5.831 10.77 0.592 <br /> T READERBOARD 6.000 6.000 0.233 28,6 I 11.22 . 12.888 25.75 0.501 <br /> T REVEAL 8.000 8.000 1 0.349 99.5 29.41 13.985 87.52 0.207 <br /> • <br /> T , CLADDING 8.000 8.000 0.349 99.5 29.41 42.395 67.52 0.828 <br /> T ' BASE COVER 8.000 8.000 0.349 99.5 29.41 44.464 67.52 0.859 <br /> • <br /> BOLT CALCULATIONS <br /> BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE <br /> ' ITEM MOMENT <br /> SPACING PLATE BOLT DIAM. STRESS TENSION <br /> =a =______ _______ _______ _= a====== =_____= a <br /> REVEAL 5.631 8.000 4.000 4.223 ; 0.750 20.000 8.838 <br /> d <br /> READERBOARD 12.888 ' 11.000 • 4,000 7.030 1.000 20.000 15.708 <br /> BASE PL. i 44.464 16.000 ; 4.000 18.674 1.250 <br /> 19.100 23.439 <br /> Cr) <br /> PLATE CALCULATIONS <br /> NISI 1 1/4" HEAVY • <br /> Mel <br /> HEX NUT ITEM TENSION/ MOMENT . MOMENT PLATE PLATE PLATE MINIMUM <br /> BOLT ARM PLATE WIDTH ; DEPTH THICK. THICK. <br /> HARDENED WASHER REVEAL 4.223 3.000 12.670 5.875 , 10.000 0.750 0.692 <br /> READERBOARD 7.030 4.500 31.633 8.688 14.000 1.000 0.900 <br /> BASE PL, 18.674 5.969 99.524 11.825 20.000 .1.500 1.379 <br /> ;ANCHOR BOLT PROJECTION ANCHOR EMBEDMENT ANCHOR BOLT MINI LENGTH <br /> ANCHOR BOLT DETAIL 7.760 _._...... _.....__ __..... 28.538 35.000 <br /> s. USE 42"A.B. <br /> .CAISSON <br /> • <br /> !MOMENT 44.464 FT-KIP <br /> FORCE 3,134 KIP <br /> +REFERENCE IBC 60ti 3 2 8,TABLE 1808.2 <br /> !ASSUME SOIL CLASS#5 CL,ML,MH&CH <br /> ?LATERAL BEARING PRESSURE-PSF/FT OF DEPTH 100.0 PSF/FT <br /> S1 650.0 <br /> 'DEPTH 9.750 FT. <br /> DIAMETER 3.000 FT. <br /> 14.186 FT. <br /> 3.781 FT. , <br /> ?CALCULATED DEPTH 9.735 FT. <br /> ;MINIMUM THICKNESS WITHOUT REINFORCEMENT ' 38.627 IN. <br /> {ACTUAL DIAMETER. 36.000 IN. <br /> I`2" • <br /> CONCRETE 2 553 CU.YD. <br /> r����j HSS 4"x2"x5/16" OR <br /> I FABRICATED FROM <br /> 0I PLATE 1 1/4" LONG <br /> (DRILL AND TAP FOR r -1 <br /> ' - / COVER SCREWS TOP <br /> & BOTTOM) I 8"x8"x3/8" <br /> I , STEEL TUBE <br /> ��l j <br /> ���� 4 1/8"x2 1/8" <br /> CUT OUT HOLE ���• ii `= �/� <br /> ELECTRICAL o <br /> � J 3/16" <br /> ACCESS DETAIL <br /> 20 GA MIN. CAP <br /> o <br /> 1- SECTION 0 ACCESS HOLE PLATE W/ NEOPRENE <br /> ao <br /> GASKET & (4) <br /> I #10-24 SCREWS <br /> 741 <br /> l <br /> SEAL & SIGNATURE: <br /> CUENT: INSTALLATION ADDRESS: JO:Lifsfi4r,14,,,-ersona \Y4oy, o <br /> VALVOLINE L 1y.* - N 0� ` <br /> d <br /> SIGNS I LIGHTING I IMAGE 2411 BROADWAY 4� -: z G. <br /> EVERETT, WA 98201 -4 <br /> 700 21 st Street Southwest-P.O.Box 210 - <br /> Watertown,SD ersona210 LINK Engineering L.L.C. , i" � 'r;, �'�'-4 <br /> 1.800.843.9888•www gersonasigns.com '';1°C) ,1x� <br /> 135 South David Lane•Knoxville,Munson 37922 <br /> DATE DESCRIPTION Project Number. Drawing Number. ,4` FGi$Tt R� <br /> eir <br /> m -/�'/` 22-0064 B1671980 �qar �+� &•««�« +r 670NA1.E�� <br /> u»° a p•}at ead a.u».a.py' :H: u" /.,-3 l Z Z <br /> ® -/-/- SIlT. OF DATE: BY: o:e•. a 1orD' vur d1°' esslig.1�; ika <br /> D�kwe�e: l�k�metli�M�MI,,�iillhauleare:d 1M <br /> A _/_/- 3 3 1/28/22 HV .....'a, .r Ew a�o.a�e+�a.r a s EXPIRES 02 / 05 /2022 <br />