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! I I ! I 11 1 1 1 <br />NOTE: PROVIDE 3" CONC. <br />,',OVER TYPICALLY <br />NOTE: PROVIDE 3' CONCRETE LOVER. NOTE: <br />SFREAO <br />FOOTIN6 <br />5G1 IEPULE <br />EXCEPT O' LOVER AT <br />AT ALL STEEL BELOW GRADE. CENTER FOOTING BELOW <br />MK. <br />51ZE <br />DEPTH <br />REINFORCEMENT <br />NOTE5 <br />FORMED EDGE <br />15 <br />STEEL COLLMON (TYP. LNAJ' <br />(1) CONT. <br />SEE PLAN OR COLUMN <br />NEOPRENE E J. FILLER. <br />TRU55 TYPE HORIZONTAL <br />MASONRr WA L Jcwr REINF. <br />PROVIDE VERT. REINF. M 16' Olc 'aT AT CONTROL <br />(•i INDICATES DEPTH OF SAW OUT <br />REFER TO REQUIREMENTS FOR PROVIDE SEALANT AS SPECIFIED <br />SLABS ON GRADE ON SHEET sN-I ON SHEET 5N-i. <br />_ — — — <br />I \ �) u5 LONT. <br />SCHEDULE FOR COLLMN <br />SIZE SEE TYPICAL SLAB AI , TH15 <br />CONTROL JOINT DETAIL, TH15 <br />BASE R • ANCHOR SHEET, <br />HFIb <br />b" CONTINUOUS <br />L2" THICK (3i <br />05 BOTTOM CONT. <br />" <br />5 <br />TOP B BGT. GONT., p3 <br />e <br />5ROVITED CELL EACH SIDE JGIN75J. <br />BLADE OF SAW THIGKNE% <br />_ rt -- <br />iy m\\ <br />BOLTS PEREPLAN. <br />W 24 <br />24 GONTI%OUS <br />2" THICK STIRRUPS <br />6 24" G/G. MAX. <br />OF JOINT,(REINF. SIZE PER <br />�� SLA9 <br />PER FLAN OR <br />— — — — — — �- — <br />WF3G <br />30' CONTINUOUS <br />L?" THICK <br />24T <br />PLAN;, <br />5EGTION. <br />STIRRUPS <br />B a/C. MAX. <br />VAPORDETAIL <br />T LEVELING <br />1/1' THICK E. BED DABL. NUTS 0 ANCHOR <br />— _ — — — — — — — — — <br />CONCRETE <br />TS <br />— <br />5LAB EDGE HAUNCrf <br />TOP STEEL PER <br />GF48 <br />4'-0' X 4'-0" <br />b" THICK 5 #5 <br />EACH WAY BOTTOM <br />GFbG <br />5'-0" X 5'-0" <br />Ib" THICK b 05 <br />EACH WAY BOTTOM <br />� <br />NO SCALE:' ,STEP vEP H <br />— — i ~ ! — (1�RE iU SCHEDULE. <br />VERT CA JOINT FROM TOP of <br />FOOTING TO TOP OF TIE BEAM. <br />ER TO CONTROL JOINT <br />qj <br />PER RAN. <br />!e' <br />BOTTOM STEEL PER <br />%j_. <br />AT TIE SEAMDETAIL <br />- _________ <br />FOOTING SCHEDULE <br />CHEDULE <br />RAKE -DINT APPROXIMATE <br />• INDICATES 3" CGNL. <br />3/4" AND GAJLK. <br />--_ - -- - - ----- <br />BOT. I SIDES <br />]/4_ <br />CONTROL JOINT DETA I L <br />-PARED <br />"T" <br />'COVER, <br />CONCRETE FOOTING <br />I/4" PER PLAN. SEE <br />' INDICATES ]" MIN. E <br />TYP. MASONRY JOINT <br />NO SCALE: <br />VAPOR BARRIER. = BLAB THICKNESS <br />3 x TPER PLAN. <br />CONC. COVER ABOVE LENGTH !WIDTH PER FOOTING SCHEDULE. ON SHEET SDI FOR SIZE / <br />R 51ZE <br />DETAIL CONTROL <br />TO P STEEL REINFORCING. <br />TYPICAL SPREAD FOOTING DETAIL <br />NO SCALE' <br />DETAIL TYPICAL RECESS IN SLAB <br />NO SCALE: <br />NO SCALE: <br />_2" CONC. LOVER ALL <br />b" LAP <br />(I) BAR IN A SOLID 6R0JTEO <br />CELL. DOWEL OUT OF FOUNDATION. <br />PLAOE ISC TWO TIES AT <br />I/2" NORMAL SPADE. <br />REIN!F. BE OW GRACE. <br />TIES. <br />CLASS "0" TENSION LAP. NOTE: TOP O CORNER BARS ON <br />PROVIDE CORNER B 5 AT TOP TOP OR BELOW CANT. <br />HOOK INTO ROOF TIE BEAM. <br />ALTERNATE: <br />ALTERNATE SAWCLT CONTROL <br />IT <br />LONGITUDINAL REINF. <br />AND DOT, STL. TO MA GH BAR <br />CORRECT CRACK <br />PROVIDE FORMED DIAMOND <br />AROUND COl.I,MN. <br />LOLIIMN REINF. — <br />SIZE d COLNT OF MO HEAVILY <br />FOOTING FRAMING NOTE: ALL IOJ' BARS ARE <br />- <br />o - - <br />GOLD JOINT: BREAK POLR <br />DOWELS. <br />IREISFOARCTD <br />TO EXTEND TO WITHIN 3' <br />EXTEND <br />OF EXTERIOR FADE OF FT'6. <br />Ci - <br />ALONG COLLMN LINE - P0jR <br />IN LHELKERBOARG PATTERN PROVIDE WILDING PAPER BETWEEN <br />I/Q TYPICAL <br />PMRED CONCRETE FOOTING <br />PER PLAN. SEE SCHEDULE <br />LAN¢ <br />TO RELLGE TEMPERA7LRE - �, SLAB AND COLUMN. <br />— — <br />TIE SPACING. <br />ON SHEET SDI FOR SIZE d <br />°dJ <br />SPLICES <br />MAX. 5PAGING BETWEEN FILLED CELLS PER PLAN. <br />CRACKS. p <br />\p <br />— — <br />REINFORCING, <br />DETAIL REINFORCEMENT <br />KEY ON PLANS. <br />1 I <br />pp yy <br />TOP OF FOOTIN6ii <br />NO SGAL6 <br />EL.: PER PLAN <br />_tz� <br />p\\pp\ <br />_ _ <br />TOP L PER <br />FAZE OF CONCRETE <br />FOOTING. <br />'I 'I <br />INDICATES PARTIAL HIST, <br />DOWELS FTO TO SILL AND <br />OR HEAD 70 ROOF TIE BEAM, <br />yy9 <br />�p i <br />CONCRETE GOLLMN <br />_ _ FOOTING �aE� HEWLE. <br />v <br />DETAIL WALL RE I NFORC N6 TYPE <br />'ER PLAN. <br />BOTTOM STEEL PER <br />F'0071N5 SLHEDLLE <br />b' LAP !TYPJ 6' LAP (TYP; <br />'INDICATES 3' CONC. <br />COVER, BOT, / SIDES <br />FT6 SIZE AND REINFORCING <br />FAG G CONCRETE <br />SDI NO SCALE: <br />rr <br />pry/ C� <br />I PIGAL ON GRADE <br />NOTE: <br />CENTER FOOTING BELOW <br />PER PLAN AND SLHEWLE. <br />FOOTING. <br />1 1/4" CLEAR TYPICAL. <br />"L�^/1AB <br />CONTROL NT DETAIL <br />•• INDICATES Y' MIN, <br />GONG. COVER ABOVE WIDTH C.ONLRETE COWMN (TYF. U.NAJ. <br />. <br />TOP STEEL. DEPTH 1 WIDTH PER FOOTING SCHEDULE <br />DETAIL CONCRETE FOOTI N6 <br />—INDICATES MIDDLE <br />PER FOOTINGSC SCHEDULE. <br />NO SCALE: <br />DETAIL CONCRETE FOOTING 4 <br />CORNER REINFORCING <br />CONCRETE COLUMN REINFORCING <br />DETAIL PREFABRICATED CORNERS ff TEES <br />\ <br />NO SCALE: <br />MAX. SPACING BETWEEN FILLED CELLS PER PLAN, `CE L DO RB IN A SOLID FORD T <br />DELL. WHEL 0Ui Of FOLNDATIGN <br />NO SCALE: <br />NO SCALE: <br />HOOK INTO ROOF TIE BEAM. <br />I NDICATES MIDDLE BARS <br />= KEY ON PLANS. <br />- CONCRETE SLAB <br />LLA55 'B" TENSION LAP. PER FOOTING SGHEDLLE, <br />PER PLAN <br />LINE OF GONG. LOVER <br />t SECTIONS. <br />5EGTION " x°-"X" <br />2 DETA 1 L WALL RE NFORG I N6 TYPE <br />BE RO OP OF FOOTING <br />z <br />a <br />COLD JOINT. <br />/—THICKNESS <br />CONCRETE SLA80N <br />VAPOR BARRIER. <br />g <br />NO SCALE: <br />TIE BEAM REINFORCIN5 <br />5 <br />SHALL RLN CANT. ACROSS <br />OP OF 5L <br />:o CONTROL HINT <br />_ <br />---------, r----_--- <br />COLUMN BASER <br />,•. •, <br />- - - -- - <br />I1/4"CLEAR TYPICAL. <br />I�---__� BELOW. <br />.� ���� : ��-. <br />- <br />m FACE OF CONCRETE <br />I <br />�+OR <br />`fi FOOTING. <br />- <br />BLOCK WALL <br />SIZE AND RCHEDU <br />gUPROVIDE <br />: - <br />----EL.: <br />�`SS <br />FTOBPLAN <br />E <br />CORN R M� <br />PAN AND SCHEDULE.=in <br />PER ��DD ——POURED CONCRETE FOOTING <br />HAT BARPFT'6 <br />51ZE / GOLN7 OF MORE HEAVILYPER <br />7FLAN. <br />+ • 3"CLEAR MIN. <br />PER PLAN. SEE SGHEDJLE ON <br />REINFORCED FOOTIN5 FRAMING <br />(Zi BARS IN EACH OF 1 <br />ya <br />`� _ THIS SHEET FOR SIZE AND <br />of REINFORCING. <br />INTO,HINT. <br />BREAK LONTINUitt OF!ttPICAU` <br />CONTROL JOINT, HORIZONTAL MASONRY <br />MAX. SPACINS BETWEEN FILLED CELL5 <br />ADJA'.ENT FILLED LELLS. <br />NOTE: PLACE CORNER BARS ON FOOTINNG LONG RETE <br />-G1NT REINFORCING AT <br />DOWEL O,T OF FOUNDATION. <br />NOTE: VERTICAL REINFORCINS HOOK INTO ROOF TIE SEAM. <br />3' CLEAR NOTE: <br />g COVER (TYP CENTER FOOTING BELOW ALL <br />u <br />TOP OF OR BELOW LON7. <br />LONGITUDINAL REINF, <br />CONTROL .OINT. <br />SIZE d SPACING PER PLAN. <br />MASONRY WALLS WHERE NO <br />T = KEY ON PLANS. <br />M SIZE PER PLAN BRICK VENEER 15 SHOWN <br />� (TYP. L.N.OJ <br />DETAIL HORIZONTAL MA5ONRY JOINT <br />TYP I GAL SLAB ON GRADE <br />AND SCHEDULE <br />DETAIL CONCRETE <br />3 DETAIL WALL RE NFORG NG TYPE <br />DETAIL GONTI NU01J5 <br />REINFORCEMENT AT CONTROL JOINT <br />CONTROL JOINT DETAIL <br />NO SCALE, <br />CONCRETE FOOTING <br />NO SCALE: <br />FOOTING INTERSECTION <br />NO 5CALE: <br />sD1 NO SCALE: <br />NO SCALE: <br />E%TRA PIECE. EMEND 1'-0" EXTRA PIECE, EXTEND 3'-O' <br />INDICATES (1) VERT. BAR <br />EACH 51DE GF STEP, <br />BEYOND WINDOW BOTH ENDS. BEYOND WINDOW BOTH ENDS. <br />4'W 4" <br />(FDN. TO TIE BEAM)TIE <br />'4TOP <br />BEAM PER <br />COURSE. <br />IMIN <br />CONCRETE 5LAB SEE PLAN OR COLUMN <br />BARS TO MATCH <br />%HED6LE FOR COLUMN �THILKNE55 FER FLAN <br />51ZE t TYPE. 1 SECTIONS. <br />LONGITUDINAL REINF. <br />L <br />RE5AR 51ZE d GUANTITY (—L) TOP STEEL HIGH SIDE <br />T , , LINTEL HEADER OVER MASONRY <br />OVER <br />LINTELOPENIH <br />- <br />PER SCHEDULE. LLA55 "B' TENSION TO TOP STEEL LOW SIDE. <br />(Z) <br />SEE LINTEL <br />GOLD JOINT. CONCRETE SLAB ON <br />W =WIDTH OF WALL <br />LAP TYP <br />DETAILS OVER M,O.'p ON SHEET <br />1 <br />o <br />- <br />VAPOR BARRIER. <br />BOX FOR REQJIREMENT5.� <br />:o q <br />— — <br />ELEV. TOP OF <br />SLAB <br />BASE R ANCHOR <br />BOLTS PER PLAN. POURED N. SEE S E FOOTING <br />PER PLAN. SEE SCHEDULE ON <br />REINF. PER <br />FT'6 SHEDULE. <br />< <br />tL < <br />1 <br />— — — — — — — — — — — — — — <br />ELEV. 70P OF <br />- THIS SHEET FOR SIZE AND <br />n - II REINFORCING. <br />— — r - 1 <br />— — — z <br />FGO71N5 DEPTH <br />PER 5CHEGULE. <br />m <br />PROVIDE I/] THE GJANTITY <br />— — — <br />1 <br />OF DOWELS TERMINATED BY <br />FOUNDATION <br />— — r — — <br />- f <br />' <br />READ. M0. IN 50LID 5ROUTED <br />' <br />— — <br />m <br />BOT. STEEL HIGH SIDE <br />DELL A7 EA. SICE OF MA. <br />(ONE BAR MIN. EA. SIDE; <br />EXTRA PIECE. EXTEND ]'-0" <br />3° CLEAR (MIN) LONG. <br />COVER AT PERIMETER <br />OF BASE Ie. <br />1 - <br />VAPOR BARR ER. <br />- <br />(f <br />TO SOT. STEEL LOW <br />SIDE !—L) <br />RION <br />p <br />1 I <br />1 1 FROM FOLNDATION TO TIE <br />BEAM. <br />BEYOND WINDOW BOTH ENDS. <br />NOTE: <br />PROVIDE AT LEA57 ;2) REINFORG°D <br />Rses ABOVE OPENINGS. <br />X SECTION <br />DETAIL CONCRETE <br />16' MINJ <br />WF = W • b ?16'. <br />SLAB HAUNCH <br />TOP STEEL PER <br />SCHEDULE <br />DIAGONALS BARS. SIZE / on. <br />' INDICATES 3'GONG. <br />LOVER BOT. 1 SIDES <br />— — — J — — — — <br />d5 CONTIN LIDI 1COl <br />DETAIL JOINT REINFORGEMENT <br />NO SCALE: <br />NO 5GALE: <br />TO MATCH LON6ITLDINAL REINF.6ROIT <br />STOP STEEL HIGH SIDE TO BOT. (Z) <br />STEEL LOW SIDE) <br />CONCCOVER ABOVE <br />FILLED KA. I <br />WALL WITH OPENING5 RUNNING BOND <br />TYPICAL STEPPED FOOTING REINFORGIN6 <br />TOP STEEL, <br />DETAIL <br />I <br />NO 51-ALE <br />NO SCALE: <br />tED <br />11 I II I I BY REODRMMAT", <br />z 05 x 4'-0' LONE. <br />I I I I I I <br />TOP COURSE <br />v <br />PER 'MEP <br />DRAWI <br />]°'LEAR <br />INDICATES COVER TYP <br />LAG GL AR FROM <br />TOP OF SLAB. PROVIDE <br />CHAIRS 70 MAINTAIN BAR <br />,. PLACEMENT DURING Pg1R. <br />AD BY <br />PLYHOOD FORMWORK LLK ETRAC70R. <br />I I I I I I 1 <br />TYPICAL DOWEL(VERT, <br />WALL REINFJ LAYOUT <br />o <br />;o <br />i <br />MECHL.LNIT. <br />10' THICK 5LAB. 5EE <br />- / \ <br />/ - \- - <br />INTERIOR CORNERFMN�ATICN <br />DOWELS PER PLAN.' I <br />PER FOUNDATION PLAN. <br />1 I1 <br />11 11 <br />e <br />FL IN <br />FOR SIZE 4 ACIN5 <br />x / \ NO OF SLAB ON GRADE. <br />— — — J — <br />I II II I <br />i <br />OF REINFORLINS. <br />5LAB ON SPADE <br />\ <br />_ <br />�— <br />ELEV. TOP OF A._ <br />PER PLAN. <br />:2.,(TYP <br />— — — — <br />L <br />FOL'NDATIGN <br />TGP DF 5LP8 o <br />EL.: O'-O° — --- - <br />- <br />CON6ITLDINAL REINFORLIN6 SHALL RUN <br />CONTINUOUS ACROSS JOINT OR EXTEND <br />FOUNDATION PER <br />SLAB OPENING GOLLMN,- <. <br />A FULL CLASS "0' TENSION LAP BEYOND <br />PLAN. <br />WALL PENETRATION ETC. <br />BULKHEAD. <br />FOUNDATION GOLD <br />TYPICAL DIAGRAMMATIC DETAIL OF <br />DETAIL GRAGK CONTROL STEEL AT <br />JOINT DETA L <br />HVAG ROOM WALL DUCT PENETRATION <br />DETAIL JOINT RE NFORGEMENT WALL WITH <br />THIGKEND CONCRETE SLAB <br />INTERIOR CORNERS OF SLAB ON GRADE <br />NO SCALE: <br />LINTELS $ VERT. WALL REINFORGIN6 <br />WALL WITH NO OPENINGS RUNNING BOND <br />AT MEGrIANIGAL UNITS <br />NO SCALE: <br />NO SCALES (WHERE OT MA. IS SPECIFICALLY N <br />NO SCALE: <br />DETAILED OTHERWISE;. <br />NO SCALE: <br />@THESE DRAWINGS & <br />THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. <br />USE OR COPY OF ALL <br />OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. <br />Q <br />M: <br />W <br />J <br />U Z z <br />D V a <br />1.i. <br />�a:0o <br />J LL Z <br />J Z c6 <br />o: 0 <br />} U F_ <br />N Z <br />pro�TH µ� oFlrWrwnoNs m�1�v�TMWrtH,'. <br />m[ 11NV IP A�euunlNc cWfs. <br />;m 2013 HARVARD JOLLY, INC.I. <br />.................... .................. ...... <br />....,. _......, <br />SD1 <br />