|
S 1
<br /> NOTES: General Notes:
<br /> a'—1„ - SIGN CABINET
<br /> & CLADDING DESIGN 1. Design is based on a 110 mph, 3 second gust
<br /> BY OTHERS. wind design per IBC 2018 with Amendments.
<br /> I l Category II, Exposure C. Seismic Design
<br /> I ,,,,,A / I Category D.
<br /> ELECTRICAL DESIGN 2. Caisson. foundation is based on a presumptive
<br /> BY OTHERS. safe lateral soil bearing pressure minimum of
<br /> 100 psf per foot of depth. Isolated lateral
<br /> %
<br /> c/I ' bearing footings subject to short—term lateral
<br /> t,� 4"x4"x 1/4" loads and not adversely affected by a 1/2"
<br /> •�) STEEL TUBE motion at grade are permitted to be designed
<br /> d G?i using twice the tabulated value of the
<br /> e4\ 3. A soilpr port wasl not s.
<br /> provided. Foundation
<br /> ��. �,..--SIGN CABINET analysis assumes Soil Classification 5. Allowable
<br /> G�� Re- bearing pressure should be verified prior to
<br /> ., • placement of concrete. In the event that the
<br /> — -Q stated requirements are not met and conditions
<br /> ` appear deleterious, cease and secure
<br /> t `J —Yr:.--- -�e excavation and immediately contact PERSONA,
<br /> a INC.
<br /> SEE MATCH PLATE 4. Foundation shall not be placed at the top of,
<br /> r) DETAIL A ' or on the side of a slope exceeding 3:1, or
<br /> Ana'Oil,- / 0/7Uo adjacent to a fill slope unless re—evaluated by
<br /> o ..._. --3/4" DIA. A325 BOLTS a competent Professional Engineer. Do not
<br /> ''-`ter w/ HEAVY HEX NUT AND place foundation in fill.
<br /> L•, 1 = e _ I. _''� 5. Concrete shall be mixed to attain a minimum
<br /> 1 �"I— FLAT WASHERS, TYP. 28 day compressive strength of 3000 psi.
<br /> `�` '' — 6. Steel reinforcing bars shall conform to ASTM
<br /> --READERBOARD A615, Grade 60 with deformations in
<br /> accordance with ASTM A305. Welding of
<br /> reinforcing bars is prohibited.
<br /> j) 7'-6 1/2"---�-, I—6"x6"x 1/4" 7. All voids between column base plate and
<br /> STEEL TUBE foundation surface shall be completely filled
<br /> M M with high—strength, non—shrink grout.
<br /> o 8. Anchor bolts shall meet ASTM F1554 Grade 36.
<br /> o
<br /> �_f----DETAIL B SEE MATCH PLATE Exposed surfaces shall be galvanized or coated
<br /> �-- to prevent corrosion.
<br /> I it I 9. All support members shall be free from
<br /> N i j 1" DIA. A325 BOLTS w/ defects. Steel tube shall meet ASTM A500
<br /> ' ' HEAVY HEX NUT AND Grade B with a minimum yield strength of
<br /> FLAT WASHERS, TYP. 46000 psi. Steel angle, channel and plate shall
<br /> 4'-0" meet ASTM A36.
<br /> 10. Steel welds shall be made with E70xx low
<br /> D ECIE1120V22E1
<br /> hydrogen electrodes by persons qualified in
<br /> accordance with AWS standards within the past
<br /> two years.
<br /> . All structural bolts shall conform to ASTM
<br /> FEB 2 2A325, and be zinc coated unless noted
<br /> otherwise. When used with structural bolts,
<br /> 8"x8"x3/8" CITY OF heavy hex nuts shall conform to ASTM A563,
<br /> STEEL TUBE EVERET and washers shall conform to ASTM F436.
<br /> Permit Services T Pretension all high strength bolts using the
<br /> Turn—of—Nut method unless noted otherwise.
<br /> I •• ELECTRICAL ACCESS 12. .The scope of this engineer does not include
<br /> (SEE DETAIL) onsite observations.
<br /> 13. Link Engineering will not be responsible for the
<br /> safety on this job site before, during or after
<br /> CLADDING installation of this structure. It is the
<br /> • responsibility of the owners, contractors and
<br /> M installers to ensure that the installation and
<br /> erection of this structure is, performed using
<br /> „."-methods that are in full compliance with OSHA
<br /> regulations.
<br /> b 14. Any deviation from this design or from any
<br /> i part of this drawing, including the General
<br /> o Notes, without prior written consent from Link
<br /> 1 Engineering voids this drawing in its entirety.
<br /> 74) 15. The structure designed on this drawing is
<br /> 1 1/4" DIA.x42" LONG intended to be installed at the address shown
<br /> STEEL ANCHOR BOLT and should not be used at any other location.
<br /> ! I :. GRADE
<br /> Z./"/� \/ •S'; III! ;�1Q. /
<br /> . .. Z>/i, /
<br /> a > /-(8)
<br /> • cv #6 VERTICAL BARS
<br /> . •
<br /> d
<br /> " ' ON A 27" PATTERN WITH \ n • a • , •
<br /> • a' ° . (6) #3 STIRRUPS ON w Z r
<br /> ' 4" CENTERS FOR TOP 24" >' of • .4 a, d
<br /> •
<br /> AND 17" CENTERS \ M - ' '�, a STIRRUP
<br /> rn ° • THEREAFTER. a • • • 'ia HOOK, TYP.
<br /> '4 °'• ; . DO NOT WELD REBAR. •
<br /> 0)
<br /> .
<br /> . ° • a
<br /> 4 ° 9 ...01,,,1 of 5-PC•—.A-,_ ws c�t�4-,
<br /> ° • c •"..l.exi>C--0 'Sleek- co,...pqpta►c-, SECTION 0 CAISSON
<br /> a ' '° l v-R o �, 2,l fawn
<br /> ' 4 4., . . 4 C�.1 PU,J - �udl�6'0E4� t•.c7 0
<br /> U 114 c e, a CONCRETE MUST BE VIBRATED DURING &
<br /> 4 . 4 °. t Q.G irk, AFTER PLACEMENT TO ELIMINATE VOIDS
<br /> e G.`o .' W /� AROUND REINFORCEMENT & ANCHOR BOLTS
<br /> 4 . °
<br /> 2.55 CU. YDS. OF L3'-0" DIA.---I SEAL & SIGNATURE:
<br /> CONCRETE REQ'D ELEVATION
<br /> •
<br /> CUENT: �� INSTALLATION ADDRESS: x OI-N A
<br /> persona
<br /> 2411 R
<br /> L ,.,`���tio = yiti0 pop
<br /> SIGNS LIGHTING(IMAGE 2411 BROADWAY .¢ z 4- fJ
<br /> EVERETT, WA 98201
<br /> 700 21st Street Southwest-P.O.Box 210 `� 4
<br /> Watertown,SD 57201.0210 "�I' ° s•6"177"'�•` T M
<br /> 1.800.843.8888•www.personasigns.com LINK En gin' g� L.L.C. �,� , i {ti
<br /> DATE DESCRIPTION 135 Phan David -4001•wwwLao•Knoxville. .nnn,avwo cam922 �0 A. 39681 ��/
<br /> A.
<br /> Project Number. Drawing Number. Lk.. EG/sTER� ��
<br /> A -/_/- 22-0064 B1671980 Al mu ,.WNW mmr Onto we aortal 4 ^ `ss1ONAI.EN�
<br /> the noted Pro ad as H"d O v°oy of LNf Or 2
<br /> t� —/—/— SHT. OF DATE: BY: ,w'�� 'tertlw'Ow earne uti1 tal t"a `P4�0°d01f ` �I»z
<br /> f /_/- 1 3 1/28/22 HV a » Si EXPIRES 02 /05 /2022
<br />
|