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PLAN <br />co <br />2'-0' <br />:11 <br />SECTION <br />S3SCALE: 3/4" = i'-0" <br />PLAN <br />to <br />I <br />5 SECTION <br />83 SCALE: 3/4" = 1''Y <br />983 <br />SECTION <br />SCAM 3/4' = 1'-0" <br />10� <br />8' <br />PLAN <br />0o <br />SEE PLAN <br />8' <br />I SLOPE PER <br />' GRADING PLAN <br />96 SECTION <br />$$ SCALE: 3/4" = 1'-0• <br />a33 <br />SECTION <br />SCALE: 3/4' = 1'-0' <br />PLAN <br />co <br />L v <br />I <br />I <br />I <br />SEE SECTION 1/S3 FOR <br />TYPICAL FOOTING AND <br />REINFORCEMENT <br />BEND DIAMETE <br />EQUALS SIX II <br />BAR DIAMETER <br />8' <br />SEE FOUNDATION SCHEDULE FOR FOOTING SIZE <br />(CENTER FOOTING UNDER COLUMN) <br />9S3 <br />SECTION <br />SCALE: 3/4" = 11-0" <br />98 SECTION <br />53 SCALE: 3/4" = 11-0' <br />TYPICAL <br />7 HAIRPIN DETAIL <br />S3 SCALE: JIM = 1'-0" <br />CONTINUOUS FOOTING <br />REINFORCEMENT, SEE SECTIONS. <br />TOP OF FOOTING <br />6" 6" <br />(TYPICAL) <br />8' <br />1'-6' SQUARE $" <br />SAFE KEYPAD & <br />LOCK MECHANISM <br />-------------- <br />TOP 0 <br />i i i i "' EL. SEE <br />#4 CONTINUOUS <br />UP & STOPPER <br />FOR SAFE DOOR <br />4 <br />(4) #4 BENT <br />• 1 <br />� <br />FOOTING <br />TOP (3) TIES TO BE PLACED <br />-,+-+I--�T <br />---'i+ -+�- <br />o <br />DOWELS TO MATCH <br />FOOTING <br />/ <br />C W O.C. (MIN 2' COVER) <br />' " ' <br />M <br />IN <br />I o I <br />�J_-L�_ <br />ANCHOR BOLT GROUP <br />r I I I <br />11 tl <br />• <br />I <br />I I <br />p p <br />#3 TIES 0 12" O.C. <br />„ <br />(MINIMUM TWO TIES) <br />I I <br />#4 BENT ll <br />� <br />• }7" <br />BAR ®12" O.C. <br />.v ::.:. .. :: •. .1 <br />C <br />c <br />---------- <br />ANCHOR BOLT CONFINEMENT <br />co <br />N <br />REINFORCEMENT: (4) #6 <br />SAFE SET IN LEAN <br />VERTICAL BENT DOWELS. 12„ <br />It <br />MIX CONCRETE <br />FLOOR SAFE <br />1 <br />FURNISHED BY <br />OWNER, INSTALLED <br />9S3 <br />SECTION <br />MIMI <br />BY CONTRACTOR <br />SCALE: vAnrEs <br />mSCAL1O <br />SECTION <br />S3 <br />E: 3/4' = i'•O" <br />(2) <br />(4) #4 --/ <br />#4 018" O.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 />DOUBLE -STEP FOOTING SHOWN. <br />FOR FOOTING STEPS OF 2'-0" <br />OR LESS, A SINGLE STEP <br />FOOTING SHOULD BE USED. <br />(4) 14 BENT DOWELS TO MATCH <br />FOOTING REINFORCEMENT <br />I /i' Il 15 I C <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 />V ANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL <br />�J 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. <br />4� SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT <br />O SLAB HAIRPIN - SEE DETAIL 7/S3 <br />0 SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. <br />PLAN O #3x5'-O' DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24' <br />0 #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) <br />O #3 DOWELS 0 48' O.C. <br />1O #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 0 <br />PLAN 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM <br />NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION <br />14 Ji" 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 />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 />0 w ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT <br />O (3) #3 TIES 0 1)r O.C. <br />IQ #3 TIES ® 12' O.C. <br />08' (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 />A1@28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS <br />O NOT USED <br />30 NOT USED <br />31 NOT USED <br />32 NOT USED <br />33 NOT USED <br />OCONTRACTOR 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 />35 DRILL 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 />SEE SEPARATE DRAWING DETAILS <br />PROVIDED BY PRE-ENGINEERED METAL <br />BUILDING MANUFACTURER FOR ANCHOR <br />BOLT QUANTITY, DIAMETER & SPACING <br />II <br />LI <br />COLUMN & BASE I ' + + HEX NUT & FLAT <br />PLATE PROVIDED i ;r ;r WASHER <br />BY I I <br />PRE-ENGINEERED <br />METAL BUILDING <br />MANUFACTURER <br />II I rl a. <br />)(so THICK STEEL TEMPLATE <br />FOR PLACEMENT OF ANCHOR <br />BOLTS. BOLTS AND TEMPLATE <br />TO BE ASSEMBLED BY THE <br />STEEL FABRICATOR ----1 <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 />0o <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 />'S <br />No.34027 J <br />*' Q <br />0 <br />- U) <br />W <br /><oRiClP'-•'G��t�� 0 <br />ONA i ��\4� a <br />if I z <br />0 <br />N <br />w <br />SHEETS BEARING THIS SEAL_ ARE 0 <br />AUTHENTICATED. RESPONSIBILITY FOR w <br />ALL OTHER PLANS, SPECIFICATIONS F^ <br />OR INSTRUMENTS ARE DISCLAIMED. 4- <br />I` <br />0 <br />z <br />z <br />w <br />Tn <br />z <br />0 <br />p U <br />�--� Ix <br />In 3 <br />19) <br />W w <br />ZrcO w <br />Off= a <br />J w <br />C? 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