Laserfiche WebLink
NOTE: <br />SEE 5002 FOR TYP <br />FILLED CELL DTLS <br />5" OR 12" CMU WALL, <br />GLAZING 4 WINDOW S <br />(1) 05 CONT, EXTEND <br />5" INTO JAMB EA 511✓ <br />FILL SOLID W/ CONC <br />FTG = CMU <br />FOR REINF SEE FDN ,I 11VINDOW SILL <br />PLAN EJ, TYP <br />I <br />I <br />SLAB OR GRADE WWF, SEE PLAN TYP <br />REF: ARCH DWGS II <br />1 <br />5301 <br />FIN FLR EL <br />d SEE FDN <br />PLAN NOTES <br />I <br />II T/ FTG EL <br />z p SEE FDN <br />d <br />PLAN <br />W <br />RE INF, SEE FDN <br />91- SCH TYP <br />TYP SEE FDN SCH <br />TYP <br />SECTION @ EXT WALL <br />I <br />I I <br />CMU BEYOND <br />SLOPE, REF: ARCH <br />(IF REQUIRED) I I <br />REF CIVIL I I <br />D WGS <br />I I <br />I el <br />cp <br />5" OR 12'' CMU FILL \\\\\\\ <br />W/ CONC TYP <br />l� d <br />W 2 ° <br />SEE FDN SCH <br />10 <br />TYP <br />2 <br />5301 <br />SECTION @ CMU OPNG <br />(MASONRY WALLS BEAM SCHEDULE <br />NOMINAL REINFORCING STIRRUPS <br />MARK TYPE SIZE COMMENTS <br />(W"xD") SOT MID TOR SIZE SPACING <br />551 1 Sx5 -- (2) *5 -- -- -- <br />BB2 2 5xl& (2) *5 -- (2) #5 -- -- <br />CBI ro 5X1ro (2) *5 -- (2) #5 #3 roll OC <br />TBl 6 Px12 (MIN (2) *5 -- (2) 05 #3 45" CC, <br />P51 3 axe (2) 05 - - - - - - - - MIN 1900 PLF CAP. FOR SPAN UP TO ro' -O" (NOTE 1) <br />d <br />e <br />1 2 3 4 ����/�75 ro <br />BEAD( TYPES <br />NOTES: <br />I. MIN PB CAPACITY FOR THE INDICATED SPAN MUST BE VERIFIED BY THE <br />PRECAST MFR AND DOCUMENTATION PROVIDED IN THE SUBMITTALS. <br />2 "BB" = BOND BEAM (COMPOSED OF KNOCK -OUT BLOCK) <br />3 "PB" = PRE -CAST BEAM (COMPOSED OF PRE -CAST U-LINTEL AT BOTTOM AND <br />KNOCK -OUT BLOCK AT TOP, ALL GROUTED SOLID TO FORM INTEGRAL BEAM) <br />4. 75" = TIE BEAM (FORMED AND POURED) <br />5. "CB" = CONCRETE BEAM (FORMED, SHORED AND POURED) <br />roll MIN BEARING FILLED CELL REINF FILL CELL SOLID <br />4—TYP <br />SHALL APPLY TO THE W/ GROUT <br />AREA ABOVE AND BELOW <br />THE OPENINGS ALSO <br />,e <br />I SEE BEAM SCHEDULE <br />.----- --- FOR SIZE 4 REINF <br />IF LINTEL IS PRE-CAJAMB <br />A ST, A <br />NEATLY SAWCUT BOTTOM <br />OUT TO ALLOW VERTICAL <br />JAMS RE INF TO PASS <br />j UNINTERRUPTED (IF SLOT COORD SILL <br />IS NOT ALREADY DETAILS W/ <br />MASONRY OPNG - I PROVIDED BY MFR) ARCH DWGS <br />REF ARCH DWGS FOR I ° <br />♦ l+ <br />SIZE AND LOCATION A l a (2) 05 <br />I I <br />VERT WALL REINF <br />I I I (CENTER BARS IN CELLS) SI LL <br />SEE FDN PLAN NOTES B <br />(IF READ) <br />U I (L.MIN <br />_j II II K! <br />------------- ADD HORIZ JOINT REINF ABOVE 4 BELOW OPENINGS. <br />--u SEE MASONRY GENERAL NOTES FOR ADD'L INFO. <br />SLAB, CONCRETE BEAM, <br />II I II FOUNDATION, OR WALL <br />PRECAST BEAM ELEVATION <br />LAP TOP <br />BARS AT <br />MID -SPAN (IF <br />NECESSARY) <br />BOTTOM <br />SEE NOTE 2 <br />J< COLUMN CLEAR 'a J, COLUMN L CLEAR <br />(TC) V SPAN (CC) SPAN <br />NOTES: <br />I. PLACEMENT OF REINF TO BE PER ACI 315. <br />2. FOR BOTTOM BARS PROVIDE A CLASS "A" TENSION LAP CENTERED <br />OVER SUPPORT OR TERMINATE BARS AS CONDITION WARRANTS. <br />3. SEE COLUMN SCHEDULES AND DETAILS FOR SIZE AND REINFORCING. <br />CONCRETE BEAM ELEVATION — <br />MASONRY WALL BEAM SCHEDULE <br />m <br />5" OR 12" CMU WALL, r <br />SEE PLAN FOR REINF I COLUMN BLOCK -OUT <br />EJ, ES <br />I <br />II PROVIDE BITUMINOUS <br />COATING TO ENTIRE <br />�i BASE OF COL WHERE <br />FIN FLR SEE ENCASED IN CONCRETE <br />FDN PLAN <br />I <br />NOTES EXP JT — <br />SEE FDN PLAN <br />NOTES " <br />LL +— ° <br />W = L° <br />W U •° d • <br />SEE FDN SCH <br />TYP <br />31 SECTION @ INT CMU. <br />WALL <br />7 <br />5301 <br />9 <br />5301 <br />10 <br />5301 <br />r± r— r- I — <br />311 CLR <br />(TYP)- <br />S301, <br />TE <br />NEATLY SAWCUT END OF EVERY <br />OTHER COURSE TO ALLOW CELL <br />TO FILL W/ CONCRETE <br />• <br />NOTES- <br />1. TIE COLUMNS (TC'S) SHALL <br />SECTION A -A <br />EXTEND <br />R OI NNEXT FLOOR <br />LEV°EL,H <br />SEE SCH <br />2. PROVIDE REVEAL (COORD SIZE <br />FOR SIZE <br />AND SHAPE W/ ARCH) AT ALL <br />EXPOSED CONDITIONS. DO NOT <br />ALLOW TIE COLUMN CONCRETE <br />PASTE TO PASS BEYOND THE <br />A <br />s <br />A <br />REVEAL. <br />d ° <br />TIE COL (SEE SCH <br />FOR SIZE 4 REINF) <br />EXTEND HORIZ JOINT <br />° <br />,e <br />REINF roll INTO COL <br />45 BAR DIA LAP SPLICE FOR TIE <br />COLS. SEE GENERAL NOTES FOR <br />MASONRY LAP SPLICES <br />° <br />DOWELS W/ STD HOOK <br />d ea <br />d TO MATCH VERT RE INF <br />DETAIL — <br />TIE COLUMN <br />SEE <br />PLAN <br />STL COL - SEE FDN PLAN 5TL COL, SEE <br />FDN PLAN <br />BASE fit`' AND ANCHOR <br />BOLTS - SEE 5CH BASE E AND ANCHOR I I <br />BOLTS -SEE SCH � i PROVIDE CONCRETE <br />ENCASEMENT AROUND COL <br />PROVIDE BITUMINOUS <br />COATING TO ENTIRE I I EJ (TYP) <br />BASE OF COL WHERE I I WWF -SEE FDN <br />1 1/2" NON -SHRINK ENCASED IN CONCRETE I I PLAN NOTES <br />GROUT, TYP FIN FLR EL I I FIN FLR EL <br />SEE FDN 8 I- -I • - - SEE FDN <br />PLAN NOTES <br />SEE FDN /I // SEE FDN <br />/\ 1 1/2 NON -SHRINK ° � ° � ` \\ <br />° \ PLAN NOTES GROUT, TYP ° I/ice PLAN NOTES <br />T/ FTG EL T/ FTG EL <br />SEE FDN PLAN Q SEE FDN PLAN <br />° <br />EXTEND VAPOR a 4�j EXTEND VAPOR <br />=� BARRIER ON TOP OF 2 BARRIER ON TOP OF <br />FTG TO PREVENT SLAB U ° FTG TO PREVENT SLAB <br />FROM BONDING TO FTG FROM BONDING TO FTG <br />3" CLR (TYP) <br />SEE FDN SCH <br />(TYP) <br />SECTION INT HSS(`5�SECTION O HSS COL <br />COL FTG <br />511 <br />10 <br />11/201 <br />CLR <br />TC;I <br />(4) #ro VERT 4 <br />#3TIES aS"CC, <br />5" <br />TC2 <br />(6) #6 VERT 4 <br />*3 TIES as"CC <br />�S301 FTG <br />SEE ARCH DWGS <br />FOR FINISH <br />7 <br />I <br />3" MIN ALL <br />AROUND I <br />PEDESTAL: <br />RE INF W/ 05 <br />EACH CORNER 4 I <br />MAX 6" CC, 4 #3 <br />TIES ia 4" CC; <br />(1) TIE IN FTG <br />Q s <br />wu <br />4 <br />or 8 <br />TIE COLUMN TYPES saol <br />FOR C1, C2 4 C3 <br />p = PLATE WASHERS <br />C4 C5 _<Luz (SEE SCH FOR SIZE) <br />T/ CONC <br />Z <br />LU `" e (3) HEX NUTS <br />p O4 PER ROD <br />LU <br />a <br />_ Z a HEAVY HEX NUT, TYP <br />- - W <br />1 <br />a4 TACK <br />2d 2d cn a° OR PEEN <br />01 <br />IIA II <br />B/ CONC <br />BASE PLATE DETAIL ANCHOR ROD DETAIL <br />NOT TO SCALE NOT TO SCALE <br />COLUMN AND BASE PLATE SCHEDULE <br />SEE "X-BRACE" <br />DETAILS <br />SEE PLAN 4 <br />SCHEDULE - <br />I M&WIS �j <br />STEEL BM, <br />SEE PLAN <br />_STL COL - SEE FDN PLAN <br />T <br />BASE i AND ANCHOR <br />BOLTS - SEE SCH <br />1 1/2" NON -SHRINK GROUT <br />I <br />T/ PEDESTAL = <br />FIN FLR EL = 0'-0'1 <br />211 <br />T/ FTG EL <br />SEE FDN PLAN <br />3" CLR (TYP) <br />SEE FDN SCH <br />(TYP) <br />SECTION @ EXTERIOR. <br />HSS COL FTG <br />E <br />COLUMN BASE PLATE SCHEDULE <br />MARK <br />SIZE <br />BASE PLATE SIZE <br />(INCHES) <br />ANCHOR ROD <br />(INCHES) <br />COMMENTS <br />A <br />B <br />T <br />E <br />(NOTE 2) <br />Cl <br />HSS &x&x5/I& <br />12 <br />12 <br />3/4 <br />10 <br />3/4 <br />C2 <br />HSS IoxI'oxl/4 <br />12 <br />12 <br />3/4 <br />10 <br />3/4 <br />C3 <br />HSS 5x5xl/4 <br />11 <br />11 <br />3/4 <br />10 <br />3/4 <br />C4 <br />He 5x5x3/lr'o <br />11 <br />11 <br />3/4 <br />10 <br />3/4 <br />C5 <br />HSS 4x4x3/1(o <br />10 <br />10 <br />3/4 <br />N/A <br />N/A <br />PROVIDE (4) 3/4"41 A325N BOLTS AT BASE <br />NOTES: <br />1. ANCHOR RODS SHALL BE ABTM F1554 (GRADE 3(0) UNO, <br />THREADED EACH END WITH NUT AT BOTTOM, TACK -WELDED <br />SECURE. PLATE WASHER AT BOTTOM NUT IS NOT REQ'D. <br />CONFORM TO CHART AT RIGHT FOR EMBEDMENT UNLESS <br />NOTED OTHERWISE IN SCHEDULE ABOVE. <br />2. MAX EMBEDMENT "E" = (FTG THICKNESS) - 5". <br />3. PLATE WASHERS SHALL HAVE HOLE WITH DIAMETER <br />I <br />ROD <br />MIN <br />MIN <br />MATERIAL <br />EMBEDDED <br />EMBEDDED <br />LENGTH <br />EDGE <br />(NOTE 1) <br />"Ell <br />DISTANCE <br />ASTM FI554 <br />12d <br />56 > 4" <br />(GRADE 3ro) <br />EQUAL TO ROD DIAMETER + 1/1r'o . CIRCULAR OR SQUARE <br />WASHERS ARE ACCEPTABLE. <br />4. IT SHALL BE ACCEPTABLE TO PROVIDE A HEAVY HEX HEAD BOLT <br />iN LIEU OF THE THREADED ROD W17H HEAVY HEX NUT AT BOTTOM. <br />OVERSIZE HOLES AND PLATE WASHERS FOR BASE PLATE$ <br />ROD <br />DIAMETER <br />HOLE <br />DIAMETER <br />PLATE <br />WASHER <br />ROD <br />DIAMETER <br />DOLE <br />DIAMETER <br />PLATE <br />WASHER <br />3/4" <br />1 5/lro" <br />1/4"x2 <br />1 1/2" <br />2 5/16" <br />1/2"x3 1/2" <br />I/5" <br />1 13/1ro 11 <br />5 /16 "x2 1/2" <br />1 3/4" <br />2 3/4" <br />5/V x4 <br />III1 <br />13/1ro 11 <br />3/8 x3 <br />211 <br />3 1/4 <br />3/4 x51l <br />1 1/4" <br />2 1/lro" <br />1/2"x3" <br />2 1/2" <br />3 3/4" <br />1/5"x5 1/2" <br />FACE OF WALL, TOOLED JOINT SHALL BE <br />COL OR PANEL MADE WITH A "DEEP AND <br />1/2" PRE -MOLDED THIN GROOVER" BY <br />EGOLDBLATT (PART <br />XP JOINT FELLER <br />m #5435'306211) OR EQUAL <br />d 4 <br />"SOFF-CUT" SAWCUT <br />JOINT 1/5"xl" DEEP 1 1/2" <br />TOOLED JOINT (TJ) <br />EXPANSION JOINT (EJ) <br />° <br />(NOTE: AT EXTERIOR LOCATIONS ONLY) <br />NOTES: <br />1, CUT SLAB AS SOON AS AGGREGATE DOES <br />NOT DISLODGE AND BEFORE CONCRETE Z <br />CZ B. STARTS TO COOL. WAITING PERIOD WILL <br />/ <br />`� a ° <br />Q <br />Z <br />TYPICALLY VARY FROM 1 HOUR IN HOT <br />DISCONTINUE <br />B . B.M <br />Z <br />WEATHER TO 4 HOURS IN COLD WEATHER. <br />REINF AT JOINT <br />^� <br />•� `°' ° <br />1 � <br />� <br />p- <br />2. PLACE REINFORCING 1 1/2" CLEAR. <br />lx2 KEY <br />2 <br />\� <br />SEE FDN SCH <br />3. NAND -TOOL JOINT TO FACE OF WALL <br />WHERE SAWCUT DOES NOT REACH. <br />� <br />° <br />a a ° <br />SEE <br />DN SC <br />FOR REINF <br />SAWCUT JOINT (SJ) <br />NOTE: <br />« <br />STRUCTURAL ENGINEERS <br />1. SIZE AND REINF VARIES. SEE <br />CONSTRUCTION JOINT <br />Orlando Boca Raton <br />P: 407.645.3423 <br />FOUNDATION SCHEDULE. <br />F:407.645.3790 <br />MONOLITHIC EDGE <br />(ME) <br />(ci), <br />KEYED <br />19'Z <br />Longwood, Longwood, FL 32750 <br />com <br />EB5343 <br />Bora Erbilen P.E. #55996 <br />rA SLAB <br />—ON —GRADE <br />DETAILS(FOOT TRAFFIC <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />COMMON LAW COPYRIGHT AND OTHER PROPERTY <br />RIGHTS IN THESE PLANS. THIS DESIGN AND <br />DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, <br />O <br />OR COPIED IN ANY FORM 0R MANNER WHATSOEVER <br />WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN <br />PERMISSION AND CONSENT OF "BURTON BRASWELL <br />5301 <br />MIDDLEBROOKS ASSOCIATES", NOR ARE THEY TO BE <br />ASSIGNED TO ANY PART' WITHOUT FIRST OBTAINING <br />SAID WRITTEN PERMISSION AND CONSENT. <br />E <br />m <br />z <br />0 <br />CD <br />o0 <br />U <br />N <br />O <br />O <br />� � <br />U <br />� 4 <br />7=1.0 <br />W>o <br />E <br />+' <br />U <br />o "C� I <br />ar_0 <br />n<=> 3 <br />a� 3 <br />v <br />V <br />O <br />Q <br />O <br />r0 <br />V <br />00 <br />U Ch � <br />Q��J 0 <br />� <br />2i <br />c� c� <br />E� <br />Z <br />�m <br />rn > <br />w <br />9 <br />cMfMo�/­� <br />`o uJ <br />U <br />O <br />E <br />E <br />O <br />U <br />L _ <br />c') <br />CL�rn 5 <br />J <br />IN 4- <br />m`no <br />iE <br />06 .L U <br />z <br />AO <br />U <br />- to Q. En <br />U-io <br />WYNa- <br />U) <br />_J <br />Q <br />w <br />0 <br />fn <br />Z <br />Q <br />W <br />z <br />O <br />U <br />Uj <br />W <br />z <br />_O <br />Q <br />M <br />z <br />w <br />J <br />OI-__ <br />L.LW <br />Lu <br />J L0 <br />m d) <br />LID <br />W� <br />�w <br />Qa <br />m <br />0 <br />(V <br />C <br />O <br />.E <br />E <br />CD <br />Q <br />w <br />W <br />b <br />z <br />M <br />coo <br />o <br />Lu <br />U <br />c <br />uJ <br />z <br />a <br />0 <br />U <br />File= <br />_TECH 07146-SDWCS 07146_SdWgs <br />wg Tab=S301 Date Time= Apr 07, 2008 - 1: 31 pm Plot by fe <br />— -- I -' - -- -- - - __T I -- I <br />