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General Notes: <br /> • 1. Design is based on a 116 mph,3 second gust wind design <br /> / 81-0• I per IBC 2015(90 MPH,3 second gust per IBC 2009) <br /> �_ Category II,Exposure C.Seismic design category C or <br /> �--- greater. <br /> 2. Spread foundation is based on a presumptive safe <br /> NOTE: vertical soil bearing pressure minimum of 2000 per. <br /> SIGN E CLADDING Caisson foundation is based on a presumptive safe <br /> 7 .------/K11:(777: lateral soil bearing pressure minimum of 150 per per foot <br /> DESIGN 137 OTHERS of depth Isolated lateral bearing footings subJect to <br /> short-term lateral loads and not adversely affected by a <br /> ELECTRICAL DESIGN <br /> 1 B7 0. � I/2'motion at grade are permitted to be designed using <br /> _ twice the tabulated value of the corresponding soil <br /> class. <br /> 3. A soil report was not provided.Foundation analysis <br /> assumes Soil Classification 4.Allowable bearing pressure <br /> L J O / I J Q should verified prior placement of concrete.In the <br /> — event that the stated requirements are not met and <br /> conditions appear deleterious,cease and secure <br /> excavation and immediately contact PATTISON SIGN <br /> :a GROUP. <br /> RI 4. Foundation shall not be placed at the top of,or on the <br /> 6'x6'x1/4' side of a slope exceeding 3:1,or adJacent to a Fill <br /> STEEL TUBE slope unless re-evaluated by a competent Professional <br /> Engineer. Do not place foundation in fill. <br /> 5. Concrete shall be mixed to attain a minimum 28 day <br /> CLADDING compressive strength of 3000 psi. <br /> 6. Steel reinforcing bars shall conform to ASTM A615,Grade <br /> 60 with deformations in accordance with ASTM A305. <br /> Welding of reinforcing bars is prohibited. <br /> 1. All voids between column baseplate and foundation <br /> surface shall be completely filled with high-strength, <br /> ^---v^^ non-shrink grout. <br /> .. ®SEE SPLICE 8. Anchor bolts shall meet ASTM A36 Grade 36.Exposed <br /> N surfaces shall be galvanized or coated to prevent <br /> DETAIL corrosion. <br /> . . .� 9. All support members shall be free from defects.Steel <br /> \ tube shall meet ASTM A500 Grade C with a minimum yield <br /> strength of 50000 psi.Steel angle and channel shall <br /> II meet ASTM A36.Steel plate shall meet Canadian 44W <br /> with a minimum yield strength of 44000 psi. <br /> = I 10. Steel welds shall be made with ElOxx electrodes by <br /> persons qualified In accordance with At*standards <br /> within the past two years. <br /> 10'xi0'xl/4' IL All structural bolts shall conform to ASTM A325,and be <br /> STEEL TUBE zinc coated unless noted otherwise.then used with <br /> structural bolts,heavy hex nuts shall conform to ASTM <br /> A563,and washers shall conform to ASTM F436. <br /> N 12. The scope of this engineer does not include onsite <br /> ' observations. <br /> en 13. LINK Engineering will not be responsible for the safety <br /> on this Job site before,during or after installation of this <br /> structure. It Is the responsibility of the owners, <br /> contractors and Installers to ensure that the installation <br /> and erection of this structure is performed using methods <br /> that are in full compliance with OSHA regulations. <br /> 1 1/2'DIA x 42' 14. Any deviation from this design or from any part of this <br /> LONG STEEL drawing,Including the General Notes,without prior written <br /> ANCHOR BOLTS consent from LINK Engineering voids this drawing in its <br /> 81-4• entirety. <br /> 'v �� ,�f EASE COVER 15. This design Is prototypical and should not be used for <br /> site specific applications unless reviewed and deemed <br /> L suitible for use at that site by a competent Professional <br /> A GRADE Engineer. <br /> \ yr kci,i,,,,_ <br /> I f—III=1-FL I r 1 r ` V. ° • ,t:, --11 L-1 I 1—I11=t• <br /> -III=1.1=ll(=1 I—th !1=L—� f---�1--�_ , • <br /> 1=LTI—I I f-111—I- : : =IZf—I I1--11 f=ill=' <br /> N - _J • tria �... y i• <br /> -I I 1-1 I 1-1 11-1 I •. -. . . •III-111�11-111- <br /> 47, <br /> -111_I 1- 1—I . .:r 111=I I I=11 i- <br /> -n 1=I .' •. .: -III-"' o 3 <br /> \ . ..•. , ' <br /> (10).6 BARS VERT.ON A 39' •e: ° • <br /> PATTERN WITH(6)e3 STIRRUPS • <br /> •ON 4'CENTERS FOR TOP 24' .a.. STIRRUP HOOK, <br /> A AND ib'CENTERS THEREAFTER TYP. <br /> —ere • <br /> . DO NOT WELD REBAR. SECTION THRU CAISSON <br /> ° 3'MIN CONC.COVER <br /> 321 CU.YDS.OF <br /> CONCRETE REQ'D <br /> / 3'-6'DIA <br /> ELEVATION <br /> N01E: Al designs and plane indicated on this draRhg are the sole <br /> property of USK Engineering,LLC.,created specifically for the noted LINK Engineering, L.L.C. <br /> ProJeeL Gee der these designs er plow far won:other thca <br /> SIGN TYPE: the intended appllcoUon tic bs.Disci ed wi hout the wdaen <br /> consent of UNK Engineering,LLC.Disclosure of any of the 135 South David Lane•Knoxville,Tonneaus 37922 <br /> 824—SWL information enclosed within,without convent of owner,Is a 2-�'Liv ew - Phone:(965)539—•001.•Fox:(865)539-0851 <br /> violation of Intellectual property and shall not be tolerated. / aline www Rnken9r cons <br /> CLIENT: A —/—/— SHT. BY: Project Number <br /> fPA7TIS0N ® -/-/ 1 HMA 15-0453 <br /> SIGN GROUP ® / 5 REVISED SPLICE CONNECTION TRR OF DATE: Drawing Number. <br /> 555 ELLESMERE ROAD TORONTO,ONTARIO.CAN MIR en ® 6/1/15 REVISED MATERIAL SPECIFICATIONS TRR DSA 3 05/22/15 B1321706 <br /> REV. DATE DESCRIPTION BY: APR: <br /> . 0 \ <br />