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2'-01 <br />1 SECTION <br />S4 SCALES 3/4" = 1'-0" <br />DRIP EDGE CAST INTO <br />CAP (TYP.) <br />FLEXIBLE FLASHING, <br />CONTINUOUS. <br />b <br />I <br />#5 DOWELS 0 24' O.C. <br />ALTERNATE HOOK AS <br />SHOWN <br />GROUT ALL CELLS <br />BELOW FINISH <br />SLAB ELEVATION . <br />%0 <br />of#3 DOWELS 0 30" O.C. <br />ARCHITECTURAL PRECAST CONCRETE UNIT <br />CAP WITH BACKER ROD AND SEALANT AT <br />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 0 24" Q.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 />h" ISOLATION JOINT WITH <br />ASPHALTIC FILLER & SEALANT <br />EXTERIOR CONCRETE SLAB OR FINISH <br />GRADE SEE CIVIL DRAWINGS <br />EL. SEE SITE PLAN <br />_a <br />#3 STIRRUPS 0 30' O.C. <br />(4) #4's CONTINUOUS <br />TOP & BOTTOM <br />FTJ SCREEN WALL <br />S4 8CALES 3µ" = i'-W <br />SEE FOUNDATION SCHEDULE <br />(CENTER FOOTING UNDER PILASTER) <br />a84 <br />SECTION <br />SCALES 3hr = 1'-W <br />A) <br />3 DETAIL <br />84 <br />SCALES 3Ar = 1 W <br />GRID — <br />A� <br />GRID <br />RS4 <br />DETAIL <br />SCALE: 3/4" = 1'-W <br />16'-0' <br />6' 15-0' 6' <br />r--6" <br />(4) #6 BENT DOWELS <br />� — I <br />l <br />I <br />0 o I <br />I <br />I <br />I <br />I <br />----------------- <br />X"O F1554 HEADED ANCHOR BOLTS <br />WITH 12' EMBEDMENT (MIN.) ----� <br />7'-6r <br />5' 1 5' <br />(3) 13 TIES <br />l <br />I <br />I I <br />I I <br />I I <br />I <br />I <br />------------L ----------- <br />10 SIGN FOUNDATION <br />S4 SCALE: NONE <br />. 2'-4' I <br />94 DETAIL <br />S4 SCALES 3/4" = 1'-0" <br />DETAIL <br />SCALE: 3/4" m 1'-W <br />SIGN BY OTHERS ---, <br />8' (NOM.) SPOT FACE CMU. <br />REFER TO ARCHITECTURAL <br />ELEVATIONS FOR PAINT <br />SYSTEM AND COLORS. --c <br />#4 BENT DOWELS <br />0 48' O.C. (TYP) c <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) #4 CONT. <br />EL. SEE PLAN <br />5 DETAIL <br />S4 SCALE: 3/4" = 1'-W <br />:.•.;; ., <br />8 SECTION <br />S4 SCALE: 3/4" = 1'-a" <br />COLUMN & BASE <br />PLATE BEYOND "' 1 <br />FINISH GRADE <br />SEE SITE PLAN <br />1* <br />1 <br />(4) #5 CONT. <br />0 <br />1. <br />6' 2'-0' 6' <br />In <br />11 SECTION <br />S4 SCALES 3/4" = 11A' <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. SE 12/S3 FOR <br />TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. <br />OINTERIOR CONCRETE SLAB SEE FOUNDATION PLAN, <br />40 SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT <br />50 SLAB HAIRPIN - SEE DETAIL 7/S3 <br />fiD SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. <br />7O #3x5'-O' DOWEL 0 36' O.C. FIELD BEND AS SHOWN 24" <br />8Q #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) <br />O #3 DOWELS 0 48" O.C. <br />1p #3 STIRRUPS 0 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 />14 )' ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT <br />15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. <br />SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. <br />1fi COLUMN 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 W ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT <br />O (3) j3 TIES 0 1)f O.C. <br />#3 TIES 0 12' O.C. <br />24 <br />8' (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET <br />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 />An28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS <br />IDNOT USED <br />O NOT USED <br />31 NOT USED <br />32 NOT USED <br />33 NOT USED <br />®CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO MASONRY STEM WALL <br />PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, <br />CURED, AND DOWELED TO FIRST COURSE OF MASONRY <br />ODRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O" DOWELS 0 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 />SEF PLAN <br />RDETAIL <br />fl SCALES 3/4 = 1'-W <br />S, <br />* No.34027 Q <br />z <br />0 <br />=' TA = N <br />S7dNA1..•E���,a <br />11111M,`" z <br />c� <br />w <br />SHEETS BEARING THIS SEAL ARE 0 <br />AUTHENTICATED, RESPONSIBILITY FOR w <br />ALL OTHER PLANS. SPECIFICATIONS = <br />OR INSTRUMENTS ARE DISCLAIMED. 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