Laserfiche WebLink
DESIGN PARAMETER: <br />2015 INTERNATIONAL BUILDING CODE <br />ASCE 7-10 <br />BASIC WIND SPEED: 180 MPH <br />WIND IMPORTANCE FACTOR 1.0 <br />WIND EXPOSURE C <br />FOUNDATION: <br />ASTM A615 GR 60 MBAR <br />3000 PSI CONCRETE w 28 DAYS <br />CLASS 5 SOIL <br />1500 POP SOIL BEARING <br />100 PSF/ LF SOIL LATERAL BEARING <br />UNDISTURBED SOIL <br />e TH&ADED <br />TA <br />m WELD NUT <br />2" THREADED <br />ANCHOR BOLT DETAIL <br />1�I <br />STATIC MENU BOARD <br />FRONT VIEW <br />UNDISTURBED I B <br />SOIL '. <br />GRADE <br />WF <br />��—(4) ANCHOR RODS WITH <br />DOUBLE NUTS EMBEDDED <br />BOLTS ON 6" X fo" SQUARE <br />PATTERN. <br />-REFER TO WIND SPEED <br />TABLE (BELOW) FOR <br />ANCHOR BOLTS REQUIRED. <br />__--VERTICAL REINFORCEMENT. <br />-REFER TO WIND SPEED <br />TABLE (BELOW) FOR <br />VERTICAL BARS REQURED. <br />HORIZONTAL TIE REINFORCEMENT. <br />-REFER TO WIND SPEED TABLE (BELOW) <br />FOR HORIZONTAL TIES REQUIRED. <br />(MAINTAIN MIN. 3" COVER) <br />DRILLED, CAST -IN -PLACE, CONCRETE PIER—/ <br />W-2 3/4" <br />Elm, <br />Pus ! <br />REFER TO <br />WIND SPEED <br />TABLE <br />SLOPE TOP TO <br />SHED WATER <br />UNDISTURBED <br />SOIL <br />GRADE <br />WIND SPEED TABLE <br />WIND SPEED TABLE <br />� U <br />v p <br />WIND SPEED < 180mph <br />WIND <br />SPEED< 14 <br />mph <br />JN 4 <br />.i� 4 <br />q � <br />DIAMETER, D (In) <br />DEPTH, H (ft) <br />GROSS A <br />CONCRETE PIER <br />VOLUME OF <br />s <br />CONCRETE (yd) <br />VERTICAL BARS <br />REQUIRED <br />HORIZONTAL TIES REQUIRED <br />DIAMETER, D <br />(In) <br />DEPTH H (ft) <br />OF CONCRETE <br />CONCRETE <br />VERTICAL <br />BARS <br />HORIZONTAL TIES REQUIRED <br />L� <br />DIGITAL M <br />"- R <br />- � <br />W <br />= a 1r <br />w w <br />C <br />(in <br />PIER (in <br />d3 <br />REQUIRED <br />�50AROS <br />ETAILS <br />— <br />n <br />TOP OF PIER => (3) #3 TIES @ 2" <br />TOP OF PIER => (3) #3 TIES @ 2" <br />18 <br />9.0 <br />255 <br />0.59 <br />(4) #5 BARS <br />O.C. <br />18 <br />7.0 <br />255 <br />0.46 <br />(4) #5 BARS <br />O.C. <br />PIER => #3 TIES @ 12" O.C. <br />PIER => #3 TIES @ 12" O.C. <br />TOP OF PIER _> <br />=> <br />24 <br />8.0 <br />453 <br />0.93 <br />(4) #6 BARS <br />O.C. <br />24 <br />6.5 <br />453 <br />0.76 <br />(4) #6 BARS <br />O.C. <br />DIGITAL PREVIEW BOARD, <br />PIER => #3 TIES Q 10" O.C. <br />PIER => #3 TIES 01 10" O.C. <br />SEE DETAILS <br />30 <br />7.0 <br />707 <br />1.27 <br />(6) #6 BARS <br />O.C. <br />30 <br />6.0 <br />707 <br />1.09 <br />(6) #6 BARS <br />O.C. <br />PIER => #4 TIES 12" O.C. <br />PIER => #4 TIES 12" O.C. <br />Z'9 <br />_> <br />=> <br />36 <br />6.5 <br />1018 <br />1.70 <br />(8) #6 BARS <br />O.C. <br />36 <br />5.5 <br />1018 <br />1.44 <br />(9) #7 BARS <br />O.C. <br />i <br />PIER => #4 TIES 0 10" O.C. <br />. <br />PIER => #4 TIES 10" O.C-TOTr-M <br />PIER _> <br />=> <br />42 <br />6.0 <br />1386 <br />2.14 <br />(10) #6 BARS <br />O.C. <br />42 <br />5.0 <br />1386 <br />1.78 <br />(12) #7 BARS <br />O.C. <br />PIER => #4 TIES 10" OC <br />I PIER => #4 TIES 10" O.C. <br />BASE PLATE ANCHORS => 4 Y4" it GRADE 5 70 KSI ANCHOR RODS 6" O.C. <br />BASE PLATE ANCHORS => 4 Y4" <br />GRADE 2 36 KSI ANCHOR <br />RODS 6" O.C. <br />ERW <br />1" t M <br />S <br />�3 A11C FOl,�tt ATION <br />DETAIL <br />� <br />D/T UP <br />- VIGITAL <br />SET UP EXPERIENCE" <br />SITE <br />LAYOUT - OPTION 1 <br />1TNRU <br />3S"T <br />' <br />ORDER,. <br />HERE <br />MOBILE <br />d' <br />ORDER <br />PICK UP <br />n <br />0 <br />EXIT LANE <br />M <br />n <br />FRONT <br />ELEVATION <br />BACKGROUND <br />DD ORANGE (PMS <br />10165C) <br />WHITE REFLECTIVE <br />VINYL GRAPHICS <br />BACKGROUND <br />DD MAGENTA (PMS <br />°21W) <br />ELEVATION: (QTY: 1) W14A SINGLE SIDED <br />FREESTANDING WAYFINDING SIGN <br />SIGNAGE AREA: S SQ. FT. <br />4" <br />2" <br />SIDE VIEW <br />3/9" MOUNTING; <br />HOLES TOP AND <br />BOTTOM <br />PAINTED <br />! <br />ORDER <br />BACKGROUND <br />HERE <br />DD ORANGE <br />(PMS 0165C) <br />d1 <br />MOBILE <br />WHITE REFLECTIVE <br />b <br />ORDER <br />VINYL GRAPHICS <br />cr <br />PICK UP <br />EXIT LANE <br />PAINTED <br />BACKGROUND <br />DO MAGENTA <br />FRONT <br />(PMS 021W) <br />ELEVATION <br />(POLE MKIT <br />ELEVATION: (OTY: 1) OW148 SIDLE SIDED <br />POLE -MOUNTED WAYFINDING SIGN <br />SIGNAGE AREA: 5.5 $0. FT. <br />DESCRIPTION: <br />(QTY: 1) SINGLE SIDED FREESTANDING WAYFINDING SIGN 4 <br />TI•PEFAGE/GRAPHICS: <br />(QTY: 1) SINGLE SIDED POLE -MOUNTED SIGN PANEL. <br />FREESTANDING: <br />ART SUPPLIED BY DD <br />WELDED 4" X 2" ALUMINUM TUBE FRAMEt <br />NOTE: COPY IS GOTHAM BOLD <br />PAINTED ALUMINUM FACE, BACK 4 RETURNSt <br />COLORS: <br />SURFACE APPLIED WHITE REFLECTIVE VINYL <br />PAINTED GRAPHICS: <br />GRAPHICSt <br />NOTE: INSTALLATION METHOD: DIRECT BURY OR PLATE <br />DD ORANGE PMS 0165Ct <br />MOUNT, AS REQUIRED. <br />DD MAGENTA PMS 0215C2 <br />POLE -MOUNTED: <br />PAINTED TO MATCH ALUMET CHARCOAL GRAY <br />PAINTED ALUMINUM PANEL WITH RADIUS CORNERS, <br />ALUMINUMt <br />3/S" HOLES TOP 4 BOTTOMt <br />WHITE (POLE PANEL BLACK) <br />SURFACE APPLIED WHITE REFLECTIVE VINYL <br />VINYL GRAPHICS: <br />GRAPHICSt <br />WHITE REFLECTIVE ARLON 0102 <br />MOUNTED TO CLEARANCE BAR WITH HARDWARE AS <br />INSTALLATION: <br />REQUIRED. <br />9Y VIEWPOPORT <br />1@1 WA%r IN17INC- SIC• N DETAIL (DI 0/T SET UP - "DIGITAL ALL IN ONE EXPERIENCE" SITE LAYOUT - OPTION 2 <br />SCALE: 1/4" - 1'-0" SCALE: 3/16" - 1'-0" <br />�o�ounnum <br />RewsiONS 8Y <br />'00 <br />��CO <br />tj <br />-2 E <br />v Co = ti U <br />N � <br />E U <br />++ X Y <br />N d G <br />_ U <br />O • L <br />� U N <br />d q <br />c > 3 <br />a �C <br />Ab00 <br />E�a <br />�o <br />I <br />i <br />a <br />�\o; <br />6, I o Q <br />0. I Q <br />� Q <br />co <br />o <br />o <br />0 6 <br />0 - <br />a <br />U <br />C2. <br />O <br />ti <br />L.. <br />O <br />r- <br />"v <br />c > O <br />> w � <br />m Z o•y� <br />Y M �. c <br />L <br />O 0 a o <br />} Q C) N U <br />x N O <br />W r' 0 <br />i (0 0 <br />O a- <br />•L <br />m <br />t <br />C <br />Date: 07. 26. 22 <br />Scale: AS NOTED <br />Project Mgr. JDR <br />Drawn: VB <br />Job: 21-202 <br />Sheet <br />AS4 <br />