HomeMy WebLinkAboutARB201700012 Plan - Submittal (First) 2017-01-31CERTIFICATION:
I hereby certify that the accompanying
Wind Loud Analysis demonstrates
compliance with 20'12 VIRGINIA
1,,� INSTALLER AANDFItfFAtwfl,;lEE°F REaPON. I ILITIES. By easing this ePn ineefing the
. A"
CONSTRUCTION CODE
_
owner, nlanaatracturer, and installer accept re aonsibiHi r to:
to the best of my knowledge.
b. Desi n sign cabinet, board, and face according to sign code, building code, and UL.-
LIMITATION: This design is valid for one
b, Verify site conditions match stated wind speed, risk, exposure, toloo, and sod factors.
sign, at specified location. In case of conflict,
structural requirements, scope of work, and
2. ENGINEER'S SCONE OF WQRKDesign slam support column and foundation to meet structufal
builder responsibilities control,
requirements of building code, based on stated (Coat verified) site factors,
AY
€40204
a, itad coritrolsstraacturai deso-g4i, Tlais design only MWFRS1 aaot C C.
VARY
VAPEC14ti2CT4537ts
7B
t2e Size. and shape bci.*ik'dtPt4 :~&6097 manufacturer's drN'W987dtr attached,
.,„s '�,..
3, 01ind Dcorign Data
a. Design W€net kapeed, VL€It 115 mph
ta. C"3isly E:ataw<ory m. 11 (Mlyt 700 yr)
d 4
C; Wind Exica ure . f field \rertly
`
d. internal Pa asui°e Coefficient, t Cpi - N/A (Does not afl,,ct colta€ttrn loadl
e, Component and Cladding Wind Pressures = lr,rra
p Wind loads by ASCE. 7-10 Ci-L mC) Fig- 29 41,, Solid Freestanding Wells and IC€tt€ s,
84.
"
ta, Sign Height - .-15 f K "= .85 Kd - 0,815,
,FguireC-,roriosi,,p eFoc..,'ooag,Eea=iaiai
Tuesday, January 31, 2017
a
aABRiCATEr,A cNaNUM
'an 5 deg :: 11,2 f12 rCn -2,9
SEAL
,.�._...
e: `w3t,i:a L"F r,.c4 Factor. CY -..Vb, ("€g(rI ctraaetttrat,i
Clinic
F. e[C tRFC a9L6N THROUGH
wsc.rt; r€xeNTE SUPPORI POLES
et. Wind Directionality F ie,'Jor Ad ':.85 ;Sc1€d/opern freestara¢3€ng of an ranted signs)
e” Topographic t=`;-actor =" I,0 11elrl venyt
STOPPER, SO CANOPY VALI
NOT SATNG FREELY
i,. Velocity Ft es,`^.uie = qh = 0,00256 " K ft,„'_t t ad ' V' = 00256 85 ° ,85 115A2 24.5 risf
g Factored Ward Pressure= P - qh ' Ca . Cn - qh ',85 a = CTC ; psf
es
C 1
10'2. �7d$�'a
ra, Wind Force on Sign . f,.. P ° A m P 12 IU? = 718 lb
A".N:.w 13i5 STEEL
in
:P, ornent at Grace'- t q' 'i - i 9,4'= 6,8 k(l;.); tt
P°�,T
A SUPPORT POLE":
5. Sign t'n#.arUfuCtUierhnstal&r rs design. dietailing. tnbncraflon. vatic! eiee 'tiers shall confonn to the fol€o ong
specifications Budding i.C,?tfe, ASIM specification's AU-318 foo reinforced concrete, American Weini("g
ociety Code for ?1iWkf ng in Building l'.i 4Slw(f,,€..:(Ed„7t; AISC Sp, ecifiu. t m fu( Design, I x'abricstion and
FEMME ACCESS Q':CwLF
Erection of Strn.a€ hatral Steel for i3Lrildings.
LOCATION OFSIGN:
3370 Seminole Trail
C, Material,, of constiEa{;non: (Unless othervose noted.)
Charlottesville, VA 22911
P CURSOYP,}
.....4_.._
GRADE �.�.
a Structural Steel shall be A-36, f y w 36 ksi
(_ -t..._.._.._ _. ....,_..
i
+
L7 C'r'LiCtE 3t a1 `~:`t('7."i tubing shall he.A,500,GradeF E'"V = 46k.S[,
rhe &.a� �.$ �� r`. .
163 SW Midtown Place, Suite 103
'
c. Stru tur31 a€uminurvn tubm shall be 6053, 60(31-Td or equ as€ent f y 20 ksi rt'irrn.
Lake City, Florida 32025
_. _....121/2`" X 12 112'” 5113'" ELATE
:1,7 r<!ANCHOR SCS,r�s , ,. i
mars' CEVELWa NUTS ATTACH TO COLUMN ural
w " �
cf Str'trctural rripienu hall tr A a 3 Graacile E.3 "type E car' S, Ft' 5 asst
Phone: 366 754 - 5419
AND WASHMS „ r= Its"� FIL:LET ELU TCfF� � �c�TTcf�Fax;.
(396) 269 w 4871
Anchor bulb shall be A-,3C, wth henW lien at t ottorn, not �! ` bots UNO.
Email:
2'-0°" DIA, X 5"-0"> DEEP
f, C;orrr'tc ctron bri is shall be A-325, smr3 fight.ngin
r 6' ysig engin rti1 . r
CONCRETE CAISSON Ft ilSfCaATlCihtg,
Rebar shalf be C'r�adc. f70 foi ft3 TO is€der. Grade alb for #5 air smaller.
Site:
7r�.rstc, ,§�a[f € e Ut)U ps'€.
2' _,_,_ (E} #5 VERT, RE ARS SPACED
PF�INT U DATE:'
EVENLY AROUND THE FOOTINGWeld€ing.::
MIN. COVE
as C3estgn and farar"i(.,ation according ng to AWS D1. 1,
Tuesday, January 31, 2017
b. AWS certification required fat Ml structural wax€c.iers:
DRAWN BY: CHECKED BY:
, I, '0.`XX electrodes for Y"✓MAW ('.P5£aL"?" sses..
David Discieway Mark I.' isost,."Vay P,E.
n. F 7X,EXXX i-iech(i its "kir SAW prcrc ,.fes`
FINALS DATE:
3. Sail ni,ist be arified by siren instialier Bearing capacity 2000 psf and sides 200 psf per ft depth 11.3 for
wind), If there, is a question about beetrig c"apaac ty a'a poit test racist be pettrrrnetl,
1J«an17
9, Sidra Cokunn, Ben€ i ng3
JOB NUMBER
_" M r' F b `sf - 6,8 VirrJI: " 5 ratcAvable 1 46 ksi F Ea = 1,8 in,',
o x5'x 1VT' 116" aLa€4 1-185 S 52 m, t OK
170125
tn. 4"x1/8", 1 1Cr,. vkfaN winn, acc ,ss, S = 116 21' - tf tai , .3 52,--- ,; 2 in3 OK
DRAWING NUMBER
1 t.`',. Ft,)E. nda9ion CreertC(Mlilg. Mx - "t kip f9 Ay Evil load i? ft kill
a Drilled `trait Foundafion (For gn C ° net _ txlurnr r df a x 5-0i leers t on4 t ais ort
ciundeation (, alcul,ated usii o FDOT Bfcrms ,i'nz €ina n satins ,cO with 30 ds,,gfee frie on angfe ,. iAa
With 1000 psf„ o€f shear strength,
OF 'I SHEET
CERTIFICATION:
1:
SIGN INSTALLER AND MA �HJL CTURR RESPON I ISI UE By casing this engineering the
1 hereby certify that the accompanying
owner, manufacturer, and "installer accept responsibRity tci:
Wind Load Analysis demonstrates
a. Design sign cabinet board, and face: arcordin tar sign code, budding code, and UL.
compliance with 2012 VIRGINIA
CONSTRUCTION CODE
b. Verify Site conditions €snatch stated wind speed, risk, exposure, tofera, skid sol factors.
to the best of my knowledge,
2.
ENGINEER'S SCOPE mOF WORK: Design sign sarppon column and foundation to meetstructural lerral
L IMIIA'iiON: This design is valid for one
requirements of building code based on stated (not verified) site. factors,
sign, at specified location, In case of conflict,
structuralscope of work, and
a. Wind x0.&t"{l $rtKtEPaI CesCl, Tl@5 design TPl��F�s not ��.
builder responsibilities control.
b Size and shape barred on sign manufacturers ciraw ing, attached.
3.
Wired Design Data
MARK DISOSWAY
VAPE0402045378
a Design Wines Speed Vult = 115 mph
h" Risk Category ry = 11 (MER = 700 yr)
1t.
o
r, kiimd Exposure ®= C 1e1d wertfyi
d Internal Frussure. Coefficasit, Cp€ - N/A (Does not affect cct!s.mn la)adi
Cornp<Sreiq and t i ddingWind pre stile n a
o 8S
='a.
lAci,rc3 loads by ASCE 7-10, Ch, 9. Fig. i ;f+UI€a t't"eesIanif+{ig irTM(6r, and takytrS:
a. S gn Ht. tWu = <6,25 ft. K* " , 85: Kd = tl 3,5,.
c. Aspect Retie, ?3 ;, - 1.56. LWdonr3tnc,ec ILotik°a ,_{Ir 4,576,25' = ail t- 1,75
c Gt.ist-Effect Factor CM - ,af. I,Rigid sfr cture)
d Wind Directionality Factor, Kd = ,t 5, („ cAdlicpetn Free standirng or att;ac:hced slg ns)
Tuesday, January 31, 20117
o. Topographic Factor= {.t). field wr-illy
SEAL
6'-3"
f. Velocity Press re = , h - 0.00256 " K '` Kzt Kd V,x = 00356 65 " .65 1152 = 24.5f
@. p°t n5 •ic
—
g Factored Wind piesstale P qh G Cf " qfj 85 w =. rk = 36. l psf
1Moment at Grade f` ' h l 4'= 4,2 kipA
CABINET
----SIGN5,
(`f OTHERS)
Sign rnanulacturer n t'aile.'s design drta0irng fah i4 ation and erection shaif contonn to the Following
Bojangles
ci3
-claectfications Hedtldiing t ot'ik=?, r<:`'illiil 4fsrCkC4t.:ai(flVls ,.( I-,?'(°rs f`r rc111frJri..Ca.d C.+:irti,artk. f?,f11eP"I4,ckrlt`t€E:1dItliC:{
Society Code for Welding rn Bunch ng k.,o n,stl'uctio n t,. °l`pef'Mcau an f4'7r Design, P abnca3fion..and
AISC
(Menu)
X 3" X 3116'"..174"` WALL, HSS 4b KSI STEEL TUBE COLUMNErection
of Structural Steel ftir Builaings,
6.
MacoiMs of constructiom (Unless k':+tine ro I, ee noted,)
a. Structural steel sh aii be A-36 Fy = 36 ksi.
12" X 12. X 5f8" STEEL MATCH PLATE
b. Strim tp'al steel te.bing shall be A -'feu Grade E Fy = 46 ksi.
LOCATION OFSIGN:
WELD BOTTOM OF
PLA
7 Seminole ail
CR"2
GRADE MATCH E 3 1D FILLET
ET WE D ALL AROUND
e Stru lural eiIumiknurnn Usong shall E e 6053 6061-16e or ewciuNelent Fy = 20 ksk min,
Charlottesv� V 911
104" FILLET WELD ON FOUNDATION
EMBEDDED COLUMN
d. StrtXhirapiping shall be A -,a3, Grade fk Type E or S, C } = 35 ksi.
(4) 3f4" BOL -TS SPACED 8" OC X 3„ OC
w An,hor Inuits shaft be ,A 307 wifh heavy hex at bottom. hint C bolts, LINO,
Mark 1P.E.
163 SW Midtown place, Shite 103
—COLUMN IN FOUNDATION:
f. Connection bolts shall be A-325, ,snug tight.
Lake City, Florida 32025
5" X 5" X 1/4",.233' WALL, HSS 46 KSI STEEL TUBE COLUMN
cs. Rebar _shall be Grade 60 for fin m W irr Grade 40 for d5 or smaller:
Rite: (366) °fi d - 5419
It. Concrete shall be 3000 psi,
Fax:( 386) 269 w 4871
2'-0" DiA. X 4.-0., DEEP CONCRETE
rill:
CAISSON FOUNDATION
ry
G,R_C
�r
r',
W €dingl...
as I.ac?StCkt"E Marko ir,3t5C"iUaE,CtY"t ,,%�:GCi"r1iY7Cg tL"r Fky'L?'y St Y 1.
rlgir'leer@mysig4,nen it"1 ring.con
b Site:
DIA.
rk AWS ceitific tton re.quiied for aft oructuml welders,
www.mysignengineering.com
E70XX electtodes for SMAW pceacesses.
PRINTED DATE:
d, F X -E electrodes tot SHAW processes.
Tuesday, January 31. 2017
FDavid
H.
Sell tnnust tae: verifiedby sign installer. Bearing capacity 3eflti' psf :aril sits a epu psi per fit depth (1 3 tsar
wind) If there is a q€aes8icnn arrtxacit .nearing capacity, a soil test must be performed.
DRAWN El': CHECKED BY:
�-{..
` gn 1...C7kml[n Eat nci n a',.
Disosway Mark DIstorsay+ P.E.
au x ' x3 1t f.>,i" v ., all I:S4 wr t,_ k>"rtr bs. r,�l.r.7rr, h>t ir;,. t,R raurer;ct x i~ri i et;7 sf - ? kreai a�, h<r l.i s.t. =-
+a an3f
FINALS DATE:
5) Cntunn n, I ounoah ioi k 5 x„ x ;f t s iia' twraff HSS ae ns. _, eel h,Na col arnn 3 6,-',n,3, i,t, tKi j w.r ,9 S = M/ cry t 3:f--, 4_$
31Jan17
krM'4 k 0= C,sf. 1.61.,3'-,
c) 9" Na"a' x.t#? steel el nx.ats:n plate vvekj column iw top &A bottom of rrmase�t^ rA av, u14.""' G Jwtw eld a€l r'our vi , nflei w�ekf
JOBNUMBER:
art felt ndatr'nf� ertt7Ye.$ded coherin v' - :3/4" boo p aCee j Srlr, a" OC
gg.
10125
'tin.
Fqunnatx,n 0,ertukrtirtan, rk "-2.5 kip.ti Vx -.._ ki
`-{)''L1i,X
DRAWING NUMBER
.],Y }tI=`N:e: ;Yi),3fe Foundation k .P."iS.,...?,'?CF 4I};.U+;xin }f,.0ii;rru fe..ci„rv1177,..lath,4cvYk.4':=, r"'i. E; Fftt ti,�y ,U xGa.xin,
afc ai xtr ? ung FDDT fl[ am rets i,od in san # soAw ah 30 oegTee fri .4!<xiar4gfe or clay with I k,p Ti s1,, w sYrer+'ga) F,
i i7f . ^rvSke i i3P}i"¢ttN".Fn} t,nl.i k?.lT'.wl.3irt f;'}I!°:.# r l tt t'?C;`it7g{1P.d
OF 1 SHEET
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