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PLAN <br />co <br />2/-0" <br />1 SECTION <br />S3 SCALE: 3/4' = V-0' <br />E. PLAN <br />'00 <br />5 SECTION <br />S3 SCALE: 3/4" = 1'A' <br />6' i 6' <br />2'-8" <br />2 SECTION <br />S3 SCALE. 3/4' = V-O' <br />101 <br />8' <br />PLAN <br />00 <br />I <br />SEE PLAN <br />8' <br />i I SLOPE PER <br />I GRADING PLAN <br />I <br />I 27 <br />I <br />1 <br />6 SECTION <br />SCALE: 3/4" = 1'4r <br />GRID <br />Qs <br />3 SECTION <br />SCALE: 3/4' = 1'-(' <br />EL. SEE PLAN <br />*00 <br />i <br />SEE SECTION 1/S3 FOR <br />TYPICAL FOOTING AND <br />REINFORCEMENT <br />(TYPICAL) 8' 1'-6' SQUARE 8" <br />I <br />TOP OF "' EL. SEE #4 CONTINUOUS <br />-------- ------ <br />I • ) FOOTING <br />PLAN <br />I I TOP (3) TIES TO BE PLACED---�i+-+�- <br />01' O.C. (MIN 2' COVER)- <br />- ANCHOR BOLT GROUP II II <br />I I 11 II 0 <br />I O O I------#3 TIES 0 12' O.C. <br />MINIMUM TWO TIES) " " <br />1 1 #4 BENT U <br />( BAR 0 12' O.C. <br />---------------- ANCHOR BOLT CONFINEMENT <br />J1 <br />—00 <br />\\� <br />\\�\\ <br />REINFORCEMENT: (4) <br />VERTICAL BENT DOWELS. 12" <br />9 SECTION <br />S3 j SCALE: VARIES <br />1' <br />1'-4' <br />10 SECTION <br />S3 SCALE: 3/4' = 1'40' <br />SAFE KEYPAD & <br />LOCK MECHANISM <br />UP & STOPPER <br />FOR SAFE DOOR <br />GROUT <br />r- <br />ih <br />1 <br />N <br />SAFE SET IN LEAN <br />MIX CONCRETE <br />FLOOR SAFE <br />FURNISHED BY <br />OWNER, INSTALLED <br />BY CONTRACTOR <br />BEND DIAMETE <br />EQUALS SIX TI <br />BAR DIAMETER <br />2'-0" <br />8' <br />SEE FOUNDATION SCHEDULE FOR FOOTING SIZE. <br />(CENTER FOOTING UNDER COLUMN) <br />4 SECTION <br />S3 SCALE: 3/4" = 1'-O' <br />TYPICAL <br />7 HAIRPIN DETAIL <br />S3 SCALE: 3/4' = 1'-O' <br />CONTINUOUS FOOTING <br />REINFORCEMENT, SEE SECTIONS. <br />TOP OF FOOTING <br />cn <br />cn <br />z <br />36" (MIN) <br />c� <br />X (4) #4 BENT <br />DOWELS TO MATCH <br />c FOOTING <br />N REINFORCEMENT <br />a <br />0 <br />(2) <br />(4) 14 <br />#4 018O.C. <br />24" (TYP) <br />3'-0" MIN. I 3'-0' MIN. <br />TYPICAL <br />11 STEPPED FOOTING <br />S3 SCALE: NONE (IF NEEDED) <br />8 SECTION <br />S3 SCALE: 3/4' = 1'-O' <br />DOUBLE -STEP FOOTING SHOWN. <br />FOR FOOTING STEPS OF 2'-0' <br />OR LESS, A SINGLE STEP <br />FOOTING SHOULD BE USED. <br />(4) #4 BENT DOWELS TO MATCH <br />FOOTING REINFORCEMENT <br />z <br />U <br />o <br />1 <br />z <br />o <br />CONTINUOUS FOOTING <br />REINFORCEMENT, SEE SECTIONS. <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 />INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. 3O <br />4O SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT <br />5� SLAB HAIRPIN - SEE DETAIL 7/S3 <br />O SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. <br />PLAN 7O #3x5'-0" DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24" <br />°O 8O #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) <br />19 <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 />0 <br />PLAN 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM <br />NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION <br />14 XZ' ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT <br />O15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. <br />SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. <br />16 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 />21a" ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT <br />22 (3) #3 TIES ® %- O.C. <br />23 #3 TIES ® 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 />27 #4 CONTINUOUS <br />28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS <br />VERTICAL DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF <br />29 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. <br />O #4 BENT DOWELS 0 18" O.C. - STAGGER HOOK AS SHOWN <br />31 #4's 0 12' O.C. <br />32 (3) #4's CONTINUOUS <br />go GREENSTREAK" STYLE 702 WATERSTOPS (OR EQUIVALENT) IN CONSTRUCTION <br />OINTS 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 />35 DRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O" DOWELS ® 18" O.C. <br />- <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 />SEE SEPARATE DRAWING DETAILS <br />PROVIDED BY PRE-ENGINEERED METAL <br />MANUFACTURER <br />I I BOLTDING QUANTITY, DI METERFOR & SPACI GR <br />II <br />II <br />COLUMN & BASE II " <br />I i I PLATE PROVIDED HEX NUT & FLAT <br />; ; WASHER <br />Zf <br />BY I <br />PRE-ENGINEERED <br />METAL BUILDING <br />MANUFACTURER l <br />I II O <br />I I I o: <br />I I I 1 1 0- <br />)Js' THICK STEEL TEMPLATE <br />FOR PLACEMENT OF ANCHOR <br />BOLTS. BOLTS AND TEMPLATE <br />TO BE ASSEMBLED BY THE <br />STEEL FABRICATOR <br />TOP OF PILASTER <br />OR FOOTING <br />TEMPLATE NUTS - <br />PROVIDE 3"0 HOLE IN <br />CENTER OF PLATE — <br />TACK WELD ANCHOR NUT <br />& STD. WASHER TO BOLT <br />N <br />*00 <br />NOTE: SHOP ASSEMBLE TEMPLATES AND BOLTS. ANCHOR BOLT ASSEMBLY TO BE <br />PLACED IN FORM PRIOR TO POURING CONCRETE. BOLT MATERIAL MAY BE F1554 GR. <br />36, OR CONTINUOUSLY THREADED A36 ROD. ALL ANCHOR BOLTS SHALL BE CLEAN <br />AND FREE OF ALL OIL, GREASE, ICE, ETC. <br />SHOP FABRICATED <br />12 ANCHOR ASSEMBLY <br />S3 SCALE: NONE <br />(DO NOT SHIP UNASSEMBLED TO FIELD) <br />� jItrrrrrr��j� <br />Fa£ Ew=s <br />Q <br /># Ha <br />l <br />ATE OF = w <br />i •: 0 <br />ORtt?P�G���'� a <br />rn <br />w <br />SHEETS BEARING THIS SEAL ARE ° <br />AUTHENTICATED, RESPONSIBILITY FOR w <br />ALL OTHER PLANS, SPECIFICATIONS I <br />OR INSTRUMENTS ARE DISCLAIMED. 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