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• • 1 2 3 4 5 [0 7 A B C D E F G H :. II'-91/�" i. A _... 22'-10 I/1" A'-O" i. 24'•4' i- 12'-O' : In' -A^ : WF30 I- - - -------- ------ -----, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FT'6 ■ I u t EL.: (-J I'-4" 551 III' I � I • 1 hYP, ll.NAJ I L------ ---------WF30 --- L._---- At30--------- G.J.—�--- I • • --- -- — — — — ,- • 5 G _ _ _ _ _ _ _ _ _ _ _ _ _ ------------------------ _ _ _ _ _ _ _ _ _ _ _ _ _ ' I Al 551 I �I I 1 IIII I I I �• I �I I I il� I I II I II I I II. I OPP �0 g AND I I 55� I 9 !# L_ I - C WFDO I I WF3C CF46 I 3 I 5 ABOVE 6--_ J o I OPMG. .2" THICK CONC. FT'6 A/ %IS 15 LONG WAY BOT. 1 (9) 15 SHORT WAY GOT. I I e III I II III I� II III I II II oPPoslr 1 SIX I .I I I ^I I a I %I INDICATES COLUMN MARK N,MBER, SEE COLUMN ■ �SCHEOULE ON SHEET 504, TOP OF FT'6 I ' ,��iEEEE OPPOSITE 51DE (TYP. U.NA) • r FOR FT'6 SIZE 1 REINF. CF60 I I( F __--1 LF4G 5 I I I W- r—�— I _ _I 51M. I N JOINT LOCATIONS - — - L— — f--------- • .----+— �— 4—J I I 552 �I L _"OF INDICATES BAN CUT CONTROL JOINT5. I I CO TROL JO LGC ONS IN Hls AREA I I ARE CRITICAL ARCHITECTURALLY, SEE I I L _ _ — J ARCHITECTURAL DRAWING5 FOR EXACT o LOCATIONS. (REFER TO SHEET 5N-1 FOR (TYP. UN.OJ MAXIMUM SPACING OF JOINTS IN REMAINS AREAS OF THE BLILDINGJ I Ip q 2 II I � 55B TOP OF GROUND FLOOR 5LA5 EL.: O'-0' !TYP. U.NAJ '0'-0" • 6Pb9 CONCRETE SLAB THICKNESS : 4' (TYP. L.N.0) I I 4'-0" REFER TO SHEET SN-I FOR REQUIREMENTS. D' THICK CONC. FT'6 W/ GI Nore, GI I 1 r — — (5) 5 LONG NAY BOT. / SEE E / FOR FTC, 512E 1 REINF FOR SAN GUT CONTROL JOINT5 IN SLAB e I I I I (P) +5 SHORT WAY GOT. 5 LF60 ON SRAVE. REFER TO SHEET SN-I FOR I - I — b CF46 r — — — — 1 REQUIREMENT5. rF� _ 4 I g ral _ _ _ J I L — WF30 I I B j I I I � I L----J 5 I L —_ —J I 1 I L___ I I 1TOP(I OF FT-5 U.N.o) 552 UI • I ■ RI I I •'_ I �I I I I I IIII �� a I I I 1 1 ssI INDICATES SAW OLT CONTROL JOINTS. CONTROL JOINT LOCATIONS IN THI5 AREA I ' ARE CRITICAL ARCHITECTURALLY. SEE 5 I ARCHITECTURAL ORAWIN65 FOR EXALT — — — — — — — I I I LOCATIONS. (REFER TO SHEET SN-1 FOR MAXIMUM 5PACI OF JOINTS IN REMAINING AREAS OF THE BUILDINSJ -- - - I I F_ wF3o I '• I I I INDICATES C4 UMN MARK ME ANICAL LOWER ABOVE. I �R NUMBER. SEE COLUMN SEE "MEP' ORAWIN6 FOR I I1} I I SCHEDULE ON SHEET 5174. LOL kTION AND SIZE. SEE SECT. I 4 G2 G� 3 AT BOOK RETURN FOR • 551 T ' I SILL1 HEADER REOMNT5. • I I CF60 I CF46 �r -may I I I I SHADING INDICATES SEPARATE 10' THICK I CONCRETE HOUSEKEEPING PAD VU 15 a 121,TOP OF f I • O/L. MAX. EA. WAY DOT. 1 04 6 12' 0/C R ' I EI 4'6 NMA%. EA. WAY TOP. PAD 15 TO BE A I I I SEPARATE, ISOLATED POUR FROM THE !TY'P. L.N.OJ TYPICAL 4' SLAB ON GRADE. SEE DETAIL "THIOCENED CONCRETE SLAB AT l I ` I I MECHANICAL UNITS" ON SHEET SDI, I 551 pl ill° I 6 --- — -- WF24 ----- -- --- 6 • 1 I I I L----W-2`--- -- I .� j,• I I n I`t I- ...,. a I I 6 I -- — — — — — — — —- L; — I I Iry Gf I B I `I------1 I ■, I I ' ox ' L''I_ -----J h�. .�, — ---- — �'b II • I------- KNEE WALL- J :- NOTE: THE MA,ARITY OF THE PLAN DIMENSIONING IS PROVIDED ON THE ARCHITECTURAL DRANINGS. USE BOTH STRLCTURAL AND ARCHITECTURAL DRAWIN65 T06ETHER FOR BASIL LAYOUT AND CONSTRUCTION OF TH15 PRO_ECT. ANY OBSERVED DE56REPANCIES BETYEEN ARCHITECTURAL DRAWING DIMENSIONING AND 5TRULTURAL DRAWING SCALE LAYOUT 5HaLD BE SROU6HT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. PLAN NOTES AND HFINDICATES CONTINDU5 HAUNCH FOOTING AT NON -LOAD BEARING MASONRY WALLS, SEE SPREAD FOOTINS SCHEDULE ON 5HT. SDI FOR SIZE 1 REINFORCINS. YFXX : INDILATE5 CONTXOUS WALL FOOTING. SEE SPREAD FWT146 5CHECILE ON SHEET 501 FOR 51ZE 1 REINFOP4145. CFXX : INDICATES SPREAD FOOTING. SEE SPREAD FOOTING 5CHED6LE ON SHEET 501 FOR 51ZE 1 REINFORCING. OI INDICATES N 5 VERT, • 5'-4' O/C. (MAXJ IN GMT FILLED CELL (TYP. U.NOJ © INDICATES (I) 5 VERT. ■ 4'-0' O/C. MAX IN GROUT FILLED CELL ABOVE 1 BELOW OPENIN65. (TYP. UNAJ O INDICATES!2i •5 VERT, IN 6R0:J1 FILLED CELL. OTY OF AD -AGENT CELLS PER PLAN. (TYP. U.N.0) ® = INDICATES (U 5 VERT. IN IN GROUT FILLED CELL. QS PLACE (I) 5 VERT, IN GROUT FILLED CELL AS SHOWN EA, 51CIE OF STEEL TRUSS ABOVE. © : REFER TO DETAIL CRACK CONTROL STEEL AT INTERIOR CORNERS OF SLAB ON GRADE ON SHEET SDI. (7YP. UNDJ SF. INDICATES LOCATION OF STEPPED FOOTING SEE SHEET 501 FOR DETAIL C.I. = RDICATES MASONRY CONTROL -DINT. SEE DETAIL ON SHT. 501. NOTE: PROVIDE CONTROL JOINTS IN BRICK VENEER TO MATCH CONTROL JOINT LOCATIONS IN LM)JWALL 6' MAX OFFSET IF REO'D ARCHITECTURALLY SEE ARCHITECTUAL DRAWIN✓&5 FOR LOK.ATION5. = SEE MASONRY HALL INTERLOCKING DETAILS ON SHEET 502, (TYP. AT LOAD BEARING WALLS) NOTE: "WF' FOOTINGS ARE TO BE CENTERED UNDER THE CONCRETE BLOCK WALL5. NOTE: "CF' FOOTINGS ARE TO BE CENTERED UNDER WIDE FLANGE AND HSS. TUBE COLUMNS UNLESS NOTED OTHERWISE. NOTE: ALL COLUMNS START AT THE TOP OF FOOTING AND ARE CONTINOU5 TO TOP OR UNDERSIDE ROOF BEAMS. (UNLESS NOTED OTHERN15EJ SEE ROOF FRAMING PLAN AND DETAILS ON SHEET SD4. ANCHOR BOLT LENGTH REQUIREMENT NNLE55 NOTED 07HERWI5E) ALL TYPICAL COUNN ANCHOR BOL-5: 'FR4 �TION ABOVE OVE CONC. W • 1/2' R WITH DOUBLE NIM. T II T • THIOPES5 OF FOOTING. REFER 'SPREAD COVER FOOTING, ' AND DETAILS ON SHEET 5m). BOROM OF ----I NL —-30 ---------- B �F30 7GP OF FT'6 I L _ E_ J COORDINATE LOCATION OF BAR 2 • • WU CANOP5cola. /4' • 1-0" Y HANGER SSI 551 (TYP. UND) I - --- - -__- - - _- - - - - - - STRUT ABOVE. — ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. L — — — — — — — — J USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. I W U Z z O Lu a Do a: ~ JO 0 J J (A U. N Z Z a:O �Q — CC ^22U J LL N Z OU Z N I Co —No 2010.00 I ;Delve. 01 / 16/ 14 Drewn: SF/ RIv1T (Revised: E Ts nle,WomTSpor Urii`i�ylm�; rli :ME YN4ulA eu'Lo�iNo CODES Fp ®20T3 HARVARD JOLLY, INC. S1