McDonald's USA, LLC - jehefnerco.comjehefnerco.com/wp-content/uploads/2018/03/SD.pdf ·...
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McDonald's USA, LLC ORIGINAL SHEET - ARCH D \\US1310-F01\Workgroup\2014\active\2014046096\drawing\SD-1.dwg 2018/02/26 11:35 AM By: Hodgson, Ashley Stantec Architecture Inc.
McDonald's USA, LLC - jehefnerco.comjehefnerco.com/wp-content/uploads/2018/03/SD.pdf · general notes -the following codes were used in design: -cbc 2016 -cbc 2016 -asce 7-10 -aci
NOTES: 1. ALL PAINT MARKINGS TO BE APPLIED TO ASPHALT WHEN OUTDOOR TEMPERATURE EXCEEDS ALL PAINT MARKINGS TO BE APPLIED TO ASPHALT WHEN OUTDOOR TEMPERATURE EXCEEDS +8° MINIMUM 2. ALL PARKING STALL MARKINGS SHALL BE PAINTED WHITE. ALL PARKING STALL MARKINGS SHALL BE PAINTED WHITE. 3. ALL DRIVE THRU MARKINGS SHALL BE PAINTED YELLOW, INCLUDING 'DRIVE THRU', 'ENTER', ALL DRIVE THRU MARKINGS SHALL BE PAINTED YELLOW, INCLUDING 'DRIVE THRU', 'ENTER', 'THANK YOU' ALL DIRECTIONAL ARROWS AND DRIVE THRU LANE MARKINGS. 4. DRIVE THRU PAINT SHALL CONTAIN GLASS CRYSTALS FOR ILLUMINATION. DRIVE THRU PAINT SHALL CONTAIN GLASS CRYSTALS FOR ILLUMINATION. 5. CONTACT: CONTACT: 'PAVEMENT STENCIL COMPANY" P.O. BOX 915755 LONGWOOD, FLORIDA, 32791 PHONE: 1-800-250-5547 1-800-250-5547 FAX: 407-339-9342407-339-9342
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3
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2
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1
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8" DIA. X 18" DEEP CONC. PIER
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R6"
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EXTERIOR FACE OF BUILDING
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1 1/2" DIA. A53 GRADE B STEEL PIPE HANDRAIL SET INTO CONC. PIER - VERTICAL SPACED AT 6'-0" O.C. MAX. - SEE SITE PLAN FOR GUARD RAIL LENGTH
NOTE: PREPARE & PAINT METAL RAIL PER SPECIFICATIONS- COLOR: BENJAMIN MOORE "FAIRVIEW TAUPE" OR EQUAL
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MAX.
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NOTES:
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A.C PAVING OR CONC. PAVING SEE CIVIL DWGS.
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6" OR VARIES w/ CURB RAMP
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4" CONC. SLAB. SEE CIVIL DWGS.
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1 1/2" O.D. DIA. (MAX.) A53 GRADE B STEEL PIPE
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O.C.
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SEE CIVIL DWGS FOR FOOTING INFO.
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SET HANDRAILS INTO A CONC. PIER & GROUT
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3" x12" SLEEVE FILL AROUNDTUBE W/ POUR STONE NON-SHRINK GROUT
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THANK
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YOU
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DRIVE
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THRU
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PAVEMENT BRANDING NOTES: 1. YELLOW PAINT IS USED FOR ALL DRIVE-THRU MARKINGS YELLOW PAINT IS USED FOR ALL DRIVE-THRU MARKINGS 2. THE WORDS 'DRIVE THRU' AND THE CIRCLE ARROW ARE PLACED AT ALL ENTRANCES TO THE THE WORDS 'DRIVE THRU' AND THE CIRCLE ARROW ARE PLACED AT ALL ENTRANCES TO THE LOT APPROX. 25'-0" TO 30'-0" FROM THE CURB OR SIDEWALK 3. THE WORDS 'DRIVE THRU' SHOULD BE CENTERED IN THE DRIVEWAY FOR ONE WAY TRAFFIC THE WORDS 'DRIVE THRU' SHOULD BE CENTERED IN THE DRIVEWAY FOR ONE WAY TRAFFIC (ON THE INGRESS SIDE OF THE DRIVE AISLE IF THERE IS TWO WAY TRAFFIC) 4. THE CIRCLE DIRECTIONAL ARROW SHOULD BE CENTERED ABOVE THE WORD 'DRIVE' THE CIRCLE DIRECTIONAL ARROW SHOULD BE CENTERED ABOVE THE WORD 'DRIVE' APPROXIMATELY 5'-0" INTO THE PARKING LOT. 5. THE CIRCLE DIRECTIONAL ARROW SHOULD BE SPACED EVERY 40'-0" TO 60'-0" THE CIRCLE DIRECTIONAL ARROW SHOULD BE SPACED EVERY 40'-0" TO 60'-0" 6. IF FIVE OR MORE ARROWS ARE NEEDED TO DIRECT CARS TO THE DRIVE-THRU, PLAN THE IF FIVE OR MORE ARROWS ARE NEEDED TO DIRECT CARS TO THE DRIVE-THRU, PLAN THE CORRECT PLACEMENT OF THE ARROWS TO INCLUDE THE APPLICATION OF THE WORD 'DRIVE THRU' WITH AN ARROW CENTERED ABOVE THE WORD 'DRIVE', ORIENTED TO THE DECISION POINT. 7. THE DOUBLE-HEADED ARROW FOR A SIDE-BY-SIDE DRIVE-THRU SHOULD BE POSITIONED TO THE DOUBLE-HEADED ARROW FOR A SIDE-BY-SIDE DRIVE-THRU SHOULD BE POSITIONED TO DIRECT TRAFFIC TO EITHER LANE, AS CARS APPROACH TO THE ISLAND. EACH ARROW MUST BE CUSTOMIZED TO FIT THE LANE CONFIGURATION.
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PLOT SCALE:
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2014046096
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MCDA-BOR
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PLOT SCALE:
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PROJECT CAD FILE:
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DRAWING TITLE:
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SHEET NO.
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REV
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DESCRIPTION
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BY
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DATE
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PROJECT ADDRESS:
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-
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10/31/2017
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CONSTRUCTION
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BID
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PLANNING
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BRAND REVIEW
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PERMIT
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02/23/2018
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-
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-
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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R
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PREPARED FOR:
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c
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2012 McDonald's USA, LLC
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400 N. HIGHWAY 7
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PLEASANT HILL, MO 64080
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02/23/18
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ISSUED FOR PERMIT
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AH
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DRAWN BY:
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STATE SITE CODE:
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024-0504
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224 S. Michigan Ave.
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Chicago, IL 60604
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www.stantec.com
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Fax.
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Tel.
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312.545.1400
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312.554.1412
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Suite 1400
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Gary Semling, Architect C of A #2008034846
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SD1
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1"=1"
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SITE DETAILS
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-agutierrez]
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AUG 09, 2011 13:49
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3
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SD1
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6" DIA. GUARD POST
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3/4"=1'-0"
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W/ FOAM WRAP
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18" CONCRETE FOOTING
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TS 6" DIA.x3/16" W/WELDED STEEL TOP. FILL W/CONC. & PAINT PER McDONALD'S REP.
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3'-6"
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(MIN. ABOVE GRADE)
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6"
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MIN.
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2'-0"
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COMPACTED SUBGRADE
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3'-0" PRECAST CONCRETE WHEEL STOP
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CONCRETE PAVING. DRILL HOLES AS REQUIRED FOR REBAR.
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#5 REBAR x 2'-0" LONG, DRIVE INTO COMPACTED SUBGRADE. TWO PER WHEEL STOP
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AGGREGATE BASE, WHERE OCCURS
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7
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SD1
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WHEEL STOP DETAIL
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1 1/2" = 1'-0"
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FINISH GRADE
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#30 FELT
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SLIP SHEET
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1/2" FOAM WRAP WITH SEALANT
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11
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SD1
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NOT USED
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-
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10
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SD1
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GUARD RAIL DETAIL
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1/2" = 1'-0"
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18
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SD1
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PAVEMENT ARROWS
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NTS
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%%uTRAFFIC & LANE MARKINGS:
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24"
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45%%D
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1'
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1'
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8'-0"
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2'R
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45%%D
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4'R
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APPLY 2 COATS OF CHLORINATED RUBBER-TYPE TRAFFIC-LANE MARKING PAINT OVER CLEANED PAVING SURFACE ACCORDING TO LAYOUT SHOWN ON THE SITE PLAN. PAINT WHITE OR AS REQUIRED BY CITY CODE.
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15
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SP1
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DIRECTIONAL ARROWS TEMPLATES
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NTS
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9
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SD1
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GUARD RAIL DETAIL
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1/2" = 1'-0"
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4
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SD1
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ASSISTANCE SIGN-ACCESSIBLE ROUTE
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NTS
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8
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SD1
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NOT USED
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-
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12
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SD1
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NOT USED
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-
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16
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SD1
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NOT USED
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-
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20
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SD1
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NOT USED
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-
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19
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SD1
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NOT USED
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-
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6
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SD1
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VAN ACCESSIBLE PARKING
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N.T.S.
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18'-0"
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(TYP)
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EQ.
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PLAN
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9'-0"
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EQ.
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8'-0"
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4"
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4"
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3'-0"
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SIGN
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EQ.
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EQ.
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C
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1'-6"
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1'-6"
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2'-0"
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PAINT STRIPES WHITE
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FOR USE ONLY IN
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NON-PEDESTRIAN AREAS
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FINISHED GRADE
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2"%%c PAINTED GALV.
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10"%%c CONC. FOOTING
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W/CROWNED TOP
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PIPE
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%%uNOTE:
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5'-0" FOR NON-VAN
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ACCESSIBLE
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CONCRETE WHEEL STOP,
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SEE DET 7/SD1
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TYPICAL SYMBOL, 3'-0"
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SQ. PAINT WHITE ON
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FEDERAL STANDARD BLUE,
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COLOR #15090 IN FEDERAL
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PERMANENT REFLECTORIZED
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PORCELAIN ON STEEL SIGN
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W/ BEADED SYMBOL- 1"
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HIGH MIN. BEADED TEXT
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OR EQUAL
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WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND, COLOR #15090 IN STANDARD 595b. SIGN SHALL INCLUDE "MINIMUM FINE $250" BELOW ISA PER 2013 CBC
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PAINT BORDER BLUE PER CBC 11B-502.3.3
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NO PARKING
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STANDARD 595b. w/ WHITE BORDER
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12" PAINTED "NO PARKING" w/ WHITE LETTERS
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4"
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C
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C
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M
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inimum
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F
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ine
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$250
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ACCESSIBLE
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VAN
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ONLY
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PARKING
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ACCESSIBLE AND VAN ACCESSIBLE SIGNAGE. VERIFY LOC. PER SITE PLAN
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C
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C
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C
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C
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VAN ACCESSIBLE SIGN
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80" MIN. A.F.G. OF PARKING SPACE OR IF A WALK IS BETWEEN SPACE AND SIGN THEN 60" ABOVE A.F.G. OF WALK
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C
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2
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SD1
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NOT USED
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-
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1
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SD1
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NOT USED
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-
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2
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17
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SD1
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PAVEMENT BRANDING
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NTS
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12"X 18" METAL SIGN ON METAL POLE AT 80" MIN. A.F.F.
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NOTES: 1.COORDINATE ARROW DIRECTION TO ACCESSIBLE ENTRY AS REQUIRE. 2. SIGN(S) SHALL BE LOCATED AT SIGN(S) SHALL BE LOCATED AT EACH NO ACCESSIBLE ROUTE
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ORIGINAL SHEET - ARCH D
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2018
/02/
26 1
1:35
AM
By:
Hod
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, Ash
ley
Stan
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ite
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SLOPE TOP TO SHED WATER
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FINISHED GRADE
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UNDISTURBED SOIL
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(4) " DIA. ANCHOR RODS34" DIA. ANCHOR RODS
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2"X2"X " STEEL PLATE14" STEEL PLATE
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NO. 3 TIES, 10" C/C (3 IN TOP 5 INCHES) SUPPLIED BY GENERAL CONTRACTOR).
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(4) #5 BARS (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR.
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CONCRETE FOUNDATION
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NOTES: PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (X2) ALL REINFORCING STEEL BY GENERAL CONTRACTOR.
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ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15 AMP FIRST CIRCUIT: 120/1/60, 15 AMP SECOND CIRCUIT: 120/1/60, 10 AMP SHIP WEIGHT: 350 LBS. 350 LBS. MEDIA PLAYER: STRATACACHE STRATACACHE
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ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15 AMP FIRST CIRCUIT: 120/1/60, 15 AMP SECOND CIRCUIT: 120/1/60, 10 AMP SHIP WEIGHT: 1,200 LBS. 1,200 LBS. MEDIA PLAYER: STRATACACHE STRATACACHE
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A
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FOUNDATION
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EL. +0'-0" (REF)
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T/CURB
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EL. +0'-3" (REF)
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T/FOUNDATION.
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NOTE: SCREEN TO DISPLAY ONLY STATIC IMAGES THAT SCREEN TO DISPLAY ONLY STATIC IMAGES THAT DO NOT CHANGE MORE FREQUENTLY THAN EVERY 8 SECONDS. NO MOVING PARTS OR FLASHING.
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NOTE: SCREEN TO DISPLAY ONLY STATIC IMAGES THAT SCREEN TO DISPLAY ONLY STATIC IMAGES THAT DO NOT CHANGE MORE FREQUENTLY THAN EVERY 8 SECONDS. NO MOVING PARTS OR FLASHING.
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HEAVY " HEX 34" HEX TOP NUT (GALVANIZED), 2 PLS
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2"X2"X " PLATES 14" PLATES (GALVANIZED), 2 PLS
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HEAVY HEX LEVELING NUT (GALVANIZED)
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34" HOT DIPPED GALVANIZED ANCHOR RODS
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2"X2"X " PLATE14" PLATE
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HEADED ROD
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NOTES: TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER
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ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE
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34" NUTS HDG (2 PLS)
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2"X2"X " PLATE14" PLATE
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2"X2"X " 14" LEVELING PLATE
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34" NUT HDG
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NOTES: TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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GENERAL NOTES -THE FOLLOWING CODES WERE USED IN DESIGN: -CBC 2016 -CBC 2016 -ASCE 7-10 -ACI 318-14 -AISC 360-10 & AISC 341-10 -AWS D1.1 -WIND SPEED 110 MPH (ULTIMATE WIND SPEED) -EXPOSURE C -SEISMIC DESIGN: -Ss = 2.098 S1 = 0.772 -Sds = 1.398 Sd1 = 0.772 SEISMIC DESIGN CATEGORY E -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL- 530 LBS -SHEAR- 914 LBS -MOMENT- 4.409 K-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 PSF/FT (X2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER, IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING IN TO ACCOUNT ACTUAL SITE SOIL CONDITIONS -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE -MINIMUM CONCRETE STRENGTH (F'C=3,000 PSI) SHALL CONFORM WITH MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTERTAINMENT SHALL CONFORM WITH MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS 2.6-A AND 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5 PERFORMED BY GENERAL CONTRACTOR -ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 3.11-E STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy=35 KSI) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy= 42 KSI) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy= 46 KSI) -HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUT TACK WELDED PRIOR TO GALVANIZATION. -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: ASTM A615 GRADE 60- BY GENERAL CONTRACTOR -NUTS: ASTM A563A, HEAVY HEX -WASHERS: ASTM F844 A36 -USE ASTM A153 CLASS C OT DIPPED GALVANIZED BOLTS AND FASTENERS. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION -ANY FIELD WIELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1 -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION
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NOTES: PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (X2) ALL REINFORCING STEEL BY GENERAL CONTRACTOR.
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SLOPE TOP TO SHED WATER
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FINISHED GRADE
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UNDISTURBED SOIL
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(4) " DIA. ANCHOR RODS34" DIA. ANCHOR RODS
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2"X2"X " STEEL PLATE14" STEEL PLATE
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NO. 3 TIES, 10" C/C (3 IN TOP 5 INCHES) SUPPLIED BY GENERAL CONTRACTOR).
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(4) #5 BARS (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR.
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CONCRETE FOUNDATION
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HEAVY " HEX 34" HEX TOP NUT (GALVANIZED), 2 PLS
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34" WASHERS (GALVANIZED), 2 PLS
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HEAVY HEX LEVELING NUT (GALVANIZED)
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34" HOT DIPPED GALVANIZED ANCHOR RODS
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2"X2"X " PLATE14" PLATE
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HEADED ROD
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NOTES: TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER
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ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE
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34" NUTS HDG (2 PLS)
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34" FLAT WASHER HDG
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34" FLAT WASHER HDG
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34" NUT HDG
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NOTES: TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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MENU BOARD
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SCALE: NONE
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1
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ODT1.1
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PRE-BROWSE BOARD
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SCALE: NONE
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2
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ODT1.1
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B
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ANCHOR BOLT PATTERN
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C
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CONNECTION DETAILS
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B
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ANCHOR BOLT PATTERN
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C
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CONNECTION DETAILS
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GENERAL NOTES -THE FOLLOWING CODES WERE USED IN DESIGN: -CBC 2016 -CBC 2016 -ASCE 7-10 -ACI 318-14 -AISC 360-10 & AISC 341-10 -AWS D1.1 -WIND SPEED 110 MPH (ULTIMATE WIND SPEED) -EXPOSURE C -SEISMIC DESIGN: -Ss = 2.098 S1 = 0.772 -Sds = 1.398 Sd1 = 0.772 SEISMIC DESIGN CATEGORY E -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL- 280 LBS -SHEAR- 521 LBS -MOMENT- 2.446 K-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 PSF/FT (X2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER, IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING IN TO ACCOUNT ACTUAL SITE SOIL CONDITIONS -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE -MINIMUM CONCRETE STRENGTH (F'C=3,000 PSI) SHALL CONFORM WITH MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTERTAINMENT SHALL CONFORM WITH MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS 2.6-A AND 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5 PERFORMED BY GENERAL CONTRACTOR -ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 3.11-E STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy=35 KSI) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy= 42 KSI) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy= 46 KSI) -HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUT TACK WELDED PRIOR TO GALVANIZATION. -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: ASTM A615 GRADE 60- BY GENERAL CONTRACTOR -NUTS: ASTM A563A, HEAVY HEX -WASHERS: ASTM F844 A36 -USE ASTM A153 CLASS C OT DIPPED GALVANIZED BOLTS AND FASTENERS. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION -ANY FIELD WIELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1 -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION
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4" SLOTS (TYP.)
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BASE PLATE
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EL. +0'-0" (REF)
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T/CURB
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A
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FOUNDATION
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EL. +0'-3" (REF)
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T/ FOUNDATION
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PLOT SCALE:
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2014046096
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MCDA-BOR
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PLOT SCALE:
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PROJECT CAD FILE:
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DRAWING TITLE:
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SHEET NO.
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REV
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DESCRIPTION
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BY
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DATE
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PROJECT ADDRESS:
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-
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10/31/2017
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CONSTRUCTION
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BID
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PLANNING
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BRAND REVIEW
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PERMIT
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02/23/2018
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-
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-
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
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R
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PREPARED FOR:
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c
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2012 McDonald's USA, LLC
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400 N. HIGHWAY 7
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PLEASANT HILL, MO 64080
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02/23/18
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ISSUED FOR PERMIT
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AH
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DRAWN BY:
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STATE SITE CODE:
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024-0504
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224 S. Michigan Ave.
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Chicago, IL 60604
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www.stantec.com
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Fax.
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Tel.
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312.545.1400
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312.554.1412
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Suite 1400
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Gary Semling, Architect C of A #2008034846
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K:\ALL\SHARED\DRIVE-THRU OPTIMIZATION\2016 DIGITAL DT\EXTERIOR DMB\TEMPLATES\ODMB REFERENCE PLANS.DWG 03-15-2017 09:33
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SD2
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1"=1"
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DRIVE-THRU DETAILS
Mc
Do
na
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ORIGINAL SHEET - ARCH D
\\US
1310
-F01
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2018
/02/
26 1
1:35
AM
By:
Hod
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, Ash
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Stan
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36"
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6'-6" FOUNDATION DEPTH
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CLEARANCE GATEWAY
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3" PIER
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PROJECTION
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A
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FINISHED
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(12) 6'-4" #6 VERTICALS
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34" EMBEDMENT DEPTH
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LANDSCAPED GRADE
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AXIAL LOAD - 1320#
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SHEAR FORCE - 1300#
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OVERTURNING MOMENT - 9900#'
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MAXIMUMS AT POLE BASE
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NOTE:
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-DESIGN CODES
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-WIND SPEED (150 MPH 3-SEC GUST)
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-EXPOSURE C
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-DESIGN LOADS DERIVED FROM THESE
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-AXIAL - 1320#
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-SHEAR - 1300#
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-MOMENT - 9900#'
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-USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c).
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-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH
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-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.
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-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS.
-STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi)
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-HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi)
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-HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi)
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-CONNECTION BOLTS A325
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-STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36
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-REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR
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-NUTS: A563DH OR A194-2H
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-WASHERS:F436
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-USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS
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-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM
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THE SIGN/LIGHTING MANUFACTURER
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-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S
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APPROVAL.
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-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL
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PAINT TO INHIBIT CORROSION.
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-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN
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ACCORDANCE WITH AWS D1.1.
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-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL
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INFORMATION.
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-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF
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CONSTRUCTION IN REGARDS TO JOBSITE SAFETY.
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-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS
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-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER
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PLOT SCALE:
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2014046096
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MCDA-BOR
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PLOT SCALE:
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PROJECT CAD FILE:
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DRAWING TITLE:
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SHEET NO.
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REV
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DESCRIPTION
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BY
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DATE
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PROJECT ADDRESS:
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-
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10/31/2017
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CONSTRUCTION
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BID
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PLANNING
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BRAND REVIEW
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PERMIT
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02/23/2018
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-
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-
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
AutoCAD SHX Text
R
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PREPARED FOR:
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c
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2012 McDonald's USA, LLC
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400 N. HIGHWAY 7
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PLEASANT HILL, MO 64080
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02/23/18
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ISSUED FOR PERMIT
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AH
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DRAWN BY:
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STATE SITE CODE:
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024-0504
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224 S. Michigan Ave.
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Chicago, IL 60604
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www.stantec.com
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Fax.
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Tel.
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312.545.1400
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312.554.1412
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Suite 1400
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Gary Semling, Architect C of A #2008034846
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18
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SD3
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DRIVE-THRU GATEWAY (SINGLE)
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NOT TO SCALE
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-agutierrez]
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SEP 18, 2012 15:21
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20
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SD3
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DETAIL NOT USED
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-
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SD3
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1"=1"
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SITE DETAILS
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FOR REFERENCE ONLY
Mc
Do
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ld
's
U
SA
, L
LC
ORIGINAL SHEET - ARCH D
\\US
1310
-F01
\Wor
kgro
up\2
014\
activ
e\20
1404
6096
\dra
win
g\SD
-4.d
wg
2018
/02/
26 1
1:35
AM
By:
Hod
gson
, Ash
ley
Stan
te
c A
rch
ite
ctu
re Inc.
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CONCRETE:
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-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL
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AND/OR ENGINEERED EARTH FILL COMPACTED TO 98%%% OF ITS MAXIMUM
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DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS
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NOTED OTHERWISE.
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-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL
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JURISDICTION.
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-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT
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ACCUMULATE.
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-MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS
-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE).
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-PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL.
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-FOUNDATIONS ARE DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS.
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-ALL REINFORCING STEEL BY GENERAL CONTRACTOR.
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SLOPE TOP TO SHED WATER
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ELEVATION
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NTS
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3" MIN. COVER
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AXIAL LOAD - 1560 LBS
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SHEAR FORCE - 2800 LBS
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OVERTURNING MOMENT - 15,800 LB-FT
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MAXIMUMS AT POLE BASE
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(12) 8'-10" #6 VERTICALS
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SUPPLIED BY GENERAL
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CONTRACTOR
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BY GENERAL CONTRACTOR
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CODES AND FORCES (#, #')
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-SEE COVER SHEET T1.0 FOR CODES USED.
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1" %%C, GRADE 36,
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3'-0"
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FOUNDATION
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11"
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SLOPE TOP TO SHED WATER
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B
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HOT DIPPED GALVANIZED
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ANCHOR BOLTS
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NOTES:
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-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.
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-USE F1554 GRADE 36 BOLTS MINIMUM
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-USE HOT DIPPED GALVANIZED BOLTS
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-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH
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AISC CODE OF STANDARD PRACTICE
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-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS
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AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER
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-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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ANCHOR BOLT PATTERN
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2"x2"x1/4" PLATE
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HEAVY HEX LEVELING
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HEAVY HEX TOP NUT
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1/2 HEIGHT LOCK NUT
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NUT (GALVANIZED)
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MANUFACTURER
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(GALVANIZED)
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(GALVANIZED)
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NTS
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PLATE WASHERS PER
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11"
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2" GAP MAX.
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C
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6"
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NOTES:
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-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.
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-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY
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FROM THE SIGN/LIGHTING MANUFACTURER
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-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
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SLOPE TOP TO SHED WATER
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CONNECTION DETAILS
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ELECTRICAL CONDUITS FED THROUGH HOLE
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IN BASE PLATE
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NTS
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PLOT SCALE:
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2014046096
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MCDA-BOR
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PLOT SCALE:
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PROJECT CAD FILE:
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DRAWING TITLE:
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SHEET NO.
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REV
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DESCRIPTION
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BY
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DATE
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PROJECT ADDRESS:
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-
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10/31/2017
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CONSTRUCTION
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BID
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PLANNING
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BRAND REVIEW
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PERMIT
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02/23/2018
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-
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-
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These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized.
AutoCAD SHX Text
R
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PREPARED FOR:
AutoCAD SHX Text
c
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2012 McDonald's USA, LLC
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400 N. HIGHWAY 7
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PLEASANT HILL, MO 64080
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02/23/18
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ISSUED FOR PERMIT
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AH
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DRAWN BY:
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STATE SITE CODE:
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024-0504
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224 S. Michigan Ave.
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Chicago, IL 60604
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www.stantec.com
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Fax.
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Tel.
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312.545.1400
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312.554.1412
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Suite 1400
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Gary Semling, Architect C of A #2008034846
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-agutierrez]
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SEP 18, 2012 15:21
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20
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SD4
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DRIVE-THRU CANOPY
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NOT TO SCALE
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6
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SD4
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"PULL FORWARD" & "MOBILE ORDER" BOLLARD DETAIL (EXISTING TO REMAIN)
