Laserfiche WebLink
COUPLING FOR <br />1 /2" PVC <br />TUBING <br />1/2" PVC <br />TUBING <br />MAINTAIN 3' OF CLEARANCE ON ALL <br />SIDES FROM REBAR, WIRESCREEN, <br />REINFORCING BARS, ELECTRICAL CABLE <br />AND METAL OBJECTS <br />DETECTOR LOOP PLAN DETAIL <br />A - DETECTOR LOOP SECTION @ MENU BOARD <br />(4) 1 /2" HC <br />PLAN <br />4" SCH. 40 STEEL PIPE <br />d DIA. <br />CONCRETE FOOTING <br />CLEARANCE <br />BAR ABOVE <br />STEEL PIPE <br />SQ. STEEL <br />uH�)E PLATE <br />HORIZONTAL PIPE <br />ALUMINUM <br />10" X 10" X 3/4" THICK ESCUTCHEON <br />STEELBASE PLATE W/ COVER <br />NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP <br />DRAWINGS FOR DETECTOR LOOP INFORMATION & INSTALLATION <br />INSTRUCTIONS <br />—CENTERLINE TO ALIGN WITH CENTERLINE OF SPEAKER <br />POST/DRIVE THRU WINDOW <br />—CURB <br />(4) 3/4" HOLES <br />J <br />`I <br />o; <br />1Y2„ <br />PLAN01 <br />�L <br />SPEAKER POST <br />STUB DETECTOR LOOP <br />CONDUIT @ SPEAKER POST. <br />SEE ELECTRICAL SITE PLAN <br />FOR ADDITIONAL INFORMATION <br />POWER CONDUIT FROM <br />INSIDE BUILDING <br />DATA CONDUIT FROM <br />INSIDE BUILDING <br />STUB CONDUIT IN DRIVE THRU <br />AREA, SEE ELECTRICAL FOR <br />CONDUIT PLACEMENT <br />SLAB ON GRADE <br />6" STEEL SO. TUBE PAINTED <br />ALUMINUM <br />ESCUTCHEON <br />COVER <br />ALIGN TOP OF <br />CONT. PASS-THWITH <br />RU WELD ALIGN TOP OF 12" X 12" X 3/4" THICK TOPTING OF CURB <br />TO STEEL PIPE GROUT FOOTING WITH STEEL BASE PLATE W/ 2' 2y2" <br />BASE TOP OF CURB <br />CONC. PASS-THRU WELD <br />„ TO STEEL SQ. TUBE <br />3Y4" THICK HIGH STRENGTH 1 6 <br />NON SHRINK NON STAINING o %4" THICK HIGH STRENGTH NON <br />GROUT/,J <br />cn SHRINK NON STAINING GROUT <br />0 <br />F- ---- - - <br />DRIVE-THRU _ w w <br />DIRECTIONAL SIGN <br />BY SIGN VENDOR <br />' < II < IF <br />CI <br />1/2" PVC TUBING <br />1 �- li. FOR DETECTOR LOOP <br />NI <br />SUPPLIED BY HMI <br />w FORM TOP OF FOOTING o � o u <br />6" BELOW GRADE TO BLACK 3" X 3" X 1/4" L <br />-� ai ii 1" CONDUITS FOR <br />ALLOW LANDSCAPING ALUM. SQ. TUBE POST o u DATA/POWER FEED <br />TO COVER CONCRETE FOOTING W/ (4) - <br />1/2" X 36" X 4" THREADLn a 3 <br />3/4" X 36" X 4" THREAD <br />2 & HOOK J-BOLTS 7" ii ii &HOOK J-BOLT <br />CENTER TO CENTER BOLT it ° (ASTM36) PATTERN 9" ON <br />4 II <br />PATTERN II it CENTER (4 TOTAL) <br />- ; <br />I I I <br />0 12x12 REBAR CAGE MADE <br />^_ I. s <br />` DIRECT BURIAL ON r u UP OF #3 REBAR; #3 <br />u <. VERTICALS INSIDE THE <br />FREE -FORMED CONCRETE ^--_-� <br />- _-- CAGE. TIE ANCHOR BOLTS <br />FOOTING 1'-6" Qo r TO CAGE <br />J 4 <br />... 1, o„ <br />SECTION SECTION 2'-0" <br />24 DIRECTIONAL SIGN FOUNDATION DETAIL 20 FOUNDATION DETAIL CLEARANCE BARtr�l6FOUNDATION DETAIL CANOPY <br />PREVIEW MENU <br />BOARD SIGN BY <br />SIGN VENDOR - <br />1/2" X 42" ANCHOR BOLT WITH <br />4" THREAD AND HOOK - 4" <br />EXPOSED FROM CONCRETE <br />HORIZONTAL <br />#3 REBAR; <br />TIE TO <br />ANCHOR BOLTS <br />CONCRETE <br />BASE FOOTING <br />10PREVIEW BOARD <br />PLAN <br />1 /2" X 42" <br />BOLT WITH 4' <br />AND HOOK - <br />EXPOS <br />C <br />HORIZONTAL <br />#3 REBAR; <br />TIE TO <br />ANCHOR BOLTS <br />CON <br />BASE FCC,;;;,. LLLYP%1,",. <br />0- <br />MENU SIGN FOUNDATION ELEVATION DETAIL <br />12) <br />5'-6" <br />1/2" ALUM. 4" DIA HOLE FOR ELEC. FEED (1) 1/2" 120V CONDUIT FOR <br />GUSSETS 93�6 9 16 MENU PREVIEW BOARD <br />J/O FIVLCJ <br />5/8" ALUM. <br />PLATE <br />CONCRETE BASE FOOTING <br />os <br />0 <br />o <br />1'-0" 1'-0" PREVIEW MENU BOARD SIGN BY SIGN VENDOR <br />2'-43/16, 2,-416„ <br />4'-8Y„ <br />0 <br />00 <br />_I <br />4: w <br />c_ LLJ <br />o �cn <br />_______-__-___-_ __ ___= _ <br />_ Qm <br />n w <br />n <br />- d J 4 /1 <br />4 <br />A o <br />A <br />f: r <br />n. <br />n' y <br />�F <br />5'-6" <br />ELEVATION <br />)UNDATION ELEVATION DETAIL <br />8'-3" 4" DIA HOLE FOR ELEC FEED <br />(1) 1" CONDUIT FOR <br />CUMMUNICATION FEED REQUIRED <br />816" 81y6" (2) 1/2" 120V CONDUIT FOR MENU <br />BOARD AND ORDER CONFIRMATION <br />0 <br />' <br />0 <br />I .. <br />1 /2" ALUM. GUSSETS <br />3'-4Y" <br />1'-0" 1'-0" FRONT OF SIGN <br />3'-4Y" <br />1/2" X 42" ANCHOR BOLT <br />WITH 4" THREAD AND HOOK - <br />NOTE: REFERENCE MANUFACTURERS SHOP <br />DRAWINGS PRIOR TO FORMING/POURING <br />BASES TO COORDINATE BOLT PLACEMENT. <br />6" <br />Co <br />I <br />PREVIEW MENU <br />BOARD SIGN BY <br />SIGN VENDOR <br />3/" CHAMFER <br />w <br />o' <br />�co <br />0 <br />O O <br />� <br />m o_ <br />x <br />W <br />_ <br />�w <br />4" EXPOSED FROM CONCRETE <br />0 Q <br />xm <br />rr <br />................ <br />w <br />�— <br />RUBBED FINISH ON ALL <br />EXPOSED CONCRTE. <br />- <br />A <br />HORIZONTALS REBAR; <br />TIE TO ANCHOR BOLTS <br />v y � <br />H <br />I <br />( <br />I <br />CONCRETE BASE FOOTING <br />0 0 <br />SECTION <br />5/8" HOLES <br />5/8" ALUM. PLATE <br />MENU BOARD SIGN BY SIGN VENDOR <br />CONCRETE BASE FOOTING <br />NOTE: REFERENCE MANUFACTURERS SHOP <br />DRAWINGS PRIOR TO FORMING/POURINC <br />BASES TO COORDINATE BOLT PLACEMENT. <br />MENU BOARD SIGN <br />BY SIGN VENDOR <br />RUBBED FINISH <br />ON ALL EXPOSED <br />CONCRTE. <br />w <br />m <br />_JCD CD <br />1/2" X 42" ANCHOR BOLT <br />M a� <br />ITH 4" THREAD AND HOOK <br />- 7 1/2" EXPOSED FROM <br />O <br />o <br />w w <br />CONCRETE <br />2 m <br />x <br />w <br />... <br />� <br />_ <br />, <br />I <br />II <br />�i <br />o <br />0 <br />'_ONTAL #3 REBAR; <br />- <br />I <br />f0 ANCHOR BOLTS <br />-TE BASE FOOTING <br />�� <br />c <br />_6� <br />�- <br />I - <br />MIX DESIGN MAX. <br />4 1/2 SLUMP _ <br />SECTION <br />ENLARGED DRIVE—THRU SIGNAGE DETAILS <br />3/4"=l'-O" <br />Pro]. Mgr. <br />DMF <br />Job. Capt. <br />DMF <br />Drawn by <br />DMF <br />Revd by <br />STATE FLORIDA­___�,- <br />RB <br />AR0016160 <br />OCT 2 5 2012 <br />� <br />J 0 <br />z <br />z o >- 0 <br />~ m <br />Q <br />_=_ <br />w0o=)CnZ <br />�0w lwI <br />Qw~w <br />z <br />Lw 0 <br />=Ey�wF700Zun <br />F- 0 w z z z <br />D' LJ - <br />w-D O <br />_0� <br />L� LL] = F- - Z Iw <br />cj� Q m <br />mOUz0��z0�0 <br />cn< n un w� <br />z��wOz' <br />�< J <br />cc <br />�ozD <br />� w z o Q w 0 0 0 <br />m O w <br />>~ 00 w o w <br />°nLJ <br />�za_ <br />O 0_ <br />zf-ODO01 0 <br />pf= F O Q <br />F7 <br />0 zz0=z <br />Qzw= <br />,Q 11� <br />o�0z�-WO~o0<�� <br />wmF- <br />zuU0 <br />a-�zQwOzm <br />o= <br />Qw���-Q r O <br />z <br />JwmQo <br />c0_0 <br />o0 <br />n- <br />w x <br />oQo <br />zoz W0 <br />n z <br />LEO -- z�w <br />U <br />UD-u <br />Y=U <br />U <br />0 W ZULL <br />�W <br />z J <br />uw= F w <br />C�S� <br />QS�(nJft <br />n <br />n0 z <br />(n wQ 0 <br />cnOzz01­zu� OCR <br />=wlw0 <br />=ww0=m0=0L =0 <br />F-Qmu <br />Qc�O�zc��I_O3�Q <br />©COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revisions: <br />Cr <br />LO <br />p <br />co <br />J <br />m <br />J <br />LL <br />J <br />Q <br />Lu <br />J <br />W <br />L.L <br />Q <br />N <br />_ <br />z <br />U <br />C�V <br />r. <br />a <br />Q <br />W <br />� <br />N <br />U) <br />L <br />O <br />�L <br />� <br />(00 <br />:�Illlllht <br />cc j <br />N <br />(p <br />c <br />L <br />co <br />.N <br />D <br />m <br />-0 <br />N <br />� <br />O <br />" <br />N <br />c <br />ca <br />N <br />Cu <br />LO <br />ti <br />(;) <br />C'ftft <br />�.i <br />� <br />C <br />U <br />m <br />� <br />�/ <br />E <br />_0 <br />O <br />■ <br />Q <br />L <br />v♦ <br />0J <br />00 <br />C <br />Q <br />U) <br />r <br />� <br />O <br />U <br />L <br />N <br />� <br />0. <br />U <br />L <br />Sheet Title <br />ENLARGED <br />DRIVE-THRU <br />SIGNAGE DETAILS <br />Scale: AS NOTED <br />10-18-12 sheet No, <br />Date: <br />Project No. SP-1.6 <br />12-1018 <br />