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C <br />1 SECTION <br />S4 SCALE: 3/4' = 1 W <br />DRIP EDGE CAST INTO <br />CAP (TYP.) <br />FLEXIBLE FLASHING, <br />CONTINUOUS. <br />0 <br />I <br />#5 DOWELS ® 24' O.C. <br />ALTERNATE HOOK AS <br />SHOWN ---._ <br />GROUT ALL CELLS <br />BELOW FINISH <br />SLAB ELEVATION <br />GD <br />ofCIA #3 DOWELS ® 30" O.C. <br />EF�ARCHITECTURAL PRECAST CONCRETE UNIT <br />CAP WITH BACKER ROD AND SEALANT AT <br />BrAm BUTT JOINTS. <br />CONTINUOUS 8" (NOM) SPLIT <br />FACE BOND BEAM W/ (2) #4 <br />CONTINUOUS <br />8' (NOM) SPLIT FACE CMU REINFORCED <br />WITH #5's ® 24" O.C. AND AT JAMBS. <br />HORIZONTAL JOINT REINFORCEMENT TO <br />BE AT 16" O.C. ABOVE GRADE AND 8" <br />O.C. BELOW FINISH SLAB ELEVATION. ALL <br />CMU WALL REINFORCEMENT SPLICE <br />LENGTHS TO BE 30". <br />r ISOLATION JOINT WITH <br />ASPHALTIC FILLER & SEALANT <br />EXTERIOR CONCRETE SLAB OR FINISH <br />GRADE SEE CIVIL DRAWINGS <br />EL SEE SITE PLAN <br />.4 • . . •. O <br />1 <br />I I <br />1 <br />I I <br />1 I <br />1 1, <br />1 1 <br />I I <br />I I <br />I � 1 <br />2'-0' <br />#3 STIRRUPS ® 30' O.C. <br />(4) #4's CONTINUOUS <br />TOP & BOTTOM <br />GRID <br />3'-0' <br />3 DETAIL <br />$� SCALE: 3/4' = 1'-0' <br />GRID <br />6 DETAIL <br />S4 SCALE: 3/4' = 1'4r <br />16'-0' <br />6' 15'-0" 6' <br />7'-6' <br />5' 1 5' <br />(4) #6 BENT DOWELS <br />c �.� - - <br />' I ® ® 1 <br />in I I <br />iA 1 1 <br />1 1 <br />O ® j <br />— — — — — — — — — — — — — — — — <br />N4'0 F1554 HEADED ANCHOR BOLTS <br />WITH 12' EMBEDMENT (MIN.) <br />7'-6' <br />/ (3) #3 TIES— —� <br />9 SCREEN WALL. 10 SIGN FOUNDATION <br />�jSCALE: 3/4' = 1'-O' S4 j SCALE: NONE <br />4 DETAIL <br />$� SCALE: 3/4' = 1 W <br />7 DETAIL <br />SCALE: 3/4' = 1 *4r <br />SIGN BY OTHERS <br />8' (NOM.) SPLIT FACE CMU. <br />REFER TO ARCHITECTURAL <br />ELEVATIONS FOR PAINT <br />SYSTEM AND COLORS. --� <br />#4 BENT DOWELS <br />0 48' O.C. (TYP) ..0 <br />WEEP HOLES 0 32' O.C. <br />GROUT AS NECESSARY <br />AFTER SIGN POST HAS BEEN <br />PLACED AND ANCHORED. -- <br />#4 BENT DOWELS AT <br />12' O.C. EACH FACE <br />(4) 14 CONT. <br />0 <br />EL. SEE PLAN <br />i I <br />1 1 <br />I I <br />I 1 <br />I 1 <br />I I <br />I I <br />I <br />I I <br />I I <br />1 1 <br />1 I <br />I 1 <br />I 1 <br />I I <br />I I <br />I I <br />I 1 <br />I I <br />00 <br />6' L 2'-0' 6' <br />01 <br />2'-4' <br />5 DETAIL <br />S4 SCALE: 3/4' = I W <br />SEE FOUNDATION SCHEDULE FOR FOOTING SIZE <br />(CENTER FOOLING UNDER COLUMN) <br />F8_ SECTION <br />S4 j SCALE: 3/4' = 1'4r <br />COLUMN & BASE C>i <br />PLATE BEYOND "' M <br />FINISH GRADE <br />SEE SITE PLAN <br />r co <br />It <br />CO <br />1 <br />(4) #5 CONT. <br />11 SECTION <br />S4 SCALE: 3/4' = 114r <br />KEYNOTES: <br />OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP <br />DRAWINGS FOR ADDITIONAL INFORMATION. <br />OANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL <br />BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SEE 12/S3 FOR <br />TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. <br />3O INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. <br />4G SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT <br />5O SLAB HAIRPIN - SEE DETAIL 7/S3 <br />6O SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. <br />7O #3x5'-O' DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24' r <br />8O #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) <br />9O #3 DOWELS ® 48' O.C. <br />10 #3 STIRRUPS ® 48" O.C. <br />11 (4) #4's CONTINUOUS TOP & BOTTOM. <br />12 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. <br />13 AT EXTERIOR DOOR LOCATIONS DRILL 6" DEEP HOLES FOR #4x1'-6" DOWELS <br />24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM <br />NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION <br />eV ISOLA11ON JOINT WITH ASPHALTIC FILLER & SEALANT <br />15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. <br />0 <br />SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. <br />000LUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. <br />17 CONTINUOUS FOOTING BEYOND <br />18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. <br />19 SEE GRADING PLAN FOR FINISHED GRADES. <br />20 STEEL BOLLARD SEE SITE PLAN. <br />21 v ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT <br />22 (3) #3 TIES ® 1V O.C. <br />Q #3 TIES 0 12' O.C. <br />8' (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET <br />24 S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT <br />HOOKED DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF <br />25 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. <br />26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 100'-0" TO BE FILLED <br />SOLID WITH GROUT. <br />Q #4 CONTINUOUS <br />28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS <br />OVERTICAL DOWEL PROJECTING INTO MASONRY WALL MATCH SIZE AND SPACING OF <br />WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. <br />O #4 BENT DOWELS ® 18" O.C. - STAGGER HOOK AS SHOWN <br />0 #4's ® 12" O.C. <br />32 (3) #4's CONTINUOUS <br />O"GREENSTREAK' STYLE 702 WATERSTOPS (OR EQUIVALENT) IN CONSTRUCTION <br />33 JOINTS AS INDICATED. INSTALL WATERSTOPS TO FORM A CONTINUOUS DIAPHRAGM <br />IN EACH JOINT. SUPPORT AND PROTECT EXPOSED WATERSTOPS DURING PROCESS <br />OF WORK. FIELD FABRICATE JOINTS IN WATERSTOPS ACCORDING TO <br />MANUFACTURER'S PRINTED INSTRUCTIONS. <br />OPROVIDE TEMPORARY SHORING TO TOP OF STEM WALL PRIOR TO BACKFILL. <br />SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, CURED, AND DOWELED TO <br />FIRST COURSE OF MASONRY <br />ODRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O" DOWELS ® 18" O.C. - <br />APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 <br />FOR ADHESIVE ANCHOR INSTALLATION <br />O REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS <br />ti; ' I <br />12 DETAIL <br />S4 SCALE: 31C = 1 W <br />``` \tt11(r/o/I <br />a <br />*' <br />No. z <br />' — O <br />'a In <br />W <br />LL <br />ID cl <br />a <br />S�ONAL.I�� <br />/���rrrlllll�\xN\\�6lit z <br />U) <br />w <br />SHEETS BEARING THIS SEAL ARE ° <br />AUTHENTICATED, RESPONSIBILITY FOR w <br />ALL OTHER PLANS, SPECIFICATIONS I <br />OR INSTRUMENTS ARE DISCLAIMED. <br />LL <br />0 <br />z <br />z <br />w <br />N <br />z <br />0 <br />o U <br />O <br />OD <br />O m W w <br />[Z <br />Z re 0 N <br />w�AOil W <br />•v LLW ILI <br />H <br />_� u'�F- t- <br />0aO'o <br />IW-xuj <br />(3 m ° <br />a0Z°° w <br />�• of N — r= F <br />M � I <br />C�cMvN2 a <br />z <br />0 <br />H <br />U <br />° <br />W ir <br />o <br />a <br />mILI <br />0 <br />Q <br />N z <br />O <br />co) w� <br />w <br />0 <br />Q E <br />Q 0 z <br />z <br />a oc <br />a- z W <br />0° <br />,..�0 p w <br />I <br />J J LL <br />Q � LL �. 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