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06-0001-025BEAM SCHEDULE REINFORCEMENT STIRRUPS REMARK MARK ELEVATION SIZE !BOTTOM TOP E C SIZE SPACING LRB -1 10' -0" 12 "x18" 2 #6 2 #5 - - #3 LRB -2 81 -611 8"x12" 2 #6 2 #5 - - #3 "4 T'.' ARCHED MFAMATGARAGF L-RB-3 74' 8!�x42 2 #5 245 - - #3 .: , . DELETED .. 150 EPDXY z 0 1 2 NU -VUE 5 16d - 755 PLACE 2 X15 30'X30 ' L' LTB -1 10' -011 8"x12" 2 #5 2 #5 - _ #3 "'' T`! CORNER BARS ATFACH END RASE +HY 3 91MPSON 816d 2 216d 2000 - - 3380 AND INTERSECTIONS f HUS28 I I co BOLTS II < PLACE 2 #5 30`x30'­ L' LTB -2 E" -611 8 "x12" 2 #6 2 #5 - - 93 " CORNER MARS AT EACH END W � I �111 _` OL 28 -4 AND INTERSECTIONS _... - _, i - - - - 5 SI M PSON a -''' 1' F t PLACE 2 #5 30 "x30 "' L' LTB -3 10._011 8 "X12" 2 #5 2 #5 - - *3 CORNFR MARS AT EACH END Is 6 NU -VUE 510d 610d X FP i,; n r AND INTERSECTIONS 1541 - 00- 0327.03 NVSTA $ 1 1 -112 2B -I PLACE 2 #5 30 "x30 '­ L' LTB -4 7" -11 %" 8 "x12'" 2 #5 2 #5 - - #3 `' ` CORNER EARS AT EACH END N 1* 4x107 AND INTERSECTTONS • 27 + ADD 2155 EACH FACE AT 1 /3rd b X DEPTH 213-1 13' -0 " 8 "X34" 2 #7 - 2 #6 " #3 ^` `- ^ADD AS A 2nd I AYER AND I i U =1242" I PROVIDE *7 SEPARATOR 11273* 2 #6 " BARS 49" O.C. G = 698* � G= ADD 2 M5 EACH FACE AT 1 /3rd 213-2 12' -0 "1 8 ' "x47" U 2 #7 2 #5 - - #3 ", T' CONNED, =4 DEPTH m ADD 2 #5 EACH FACE AT 1 /3rd 213-3 12' -0" 81,x42" 2 #7 2 #6 - - *3 , 1. -1 - T, - , 19 DEPTH T 8 ADD 2 #5 EACH FACE AT 1 /3rd 213-4 11' -6" 8 "x3fi" 2 #7 2 #5 - - #3 „`' T'- DEPTH 213-5 12' -011 8"x16" 2 #6 2#5 - - #3 I ADD 2 *5 EACH FACE AT 113rd 213-6 141 -011 811x32" 2 #8 28 - -3 ,711­ - T 4x51 -6" DEPTI I 2B -7 111 -611 3"x14" 2 #5 2 #5 - - #3 ` - T ' 2B -8 11' -6" 811x2211 2 #6 2 #5 - - #3 .,!, T „ 2B -9 12' -0" 2411x12" 7 #3 7 �6 - - �3 V , 'D - T 213-10 12' -0" 8"x48" 2 #8 2 #8 - - *3 :' T,, PLACE 211-`5 30"X30" ' L' 2TB 12'_011 811x12" 2 #5 2 #5 _ _ #3 CORNER, BARS AT EACH END - LvL AND I NTERSECTIONS STANDARD 90' END HOOK (TILT TO FIT WHEN h < 4+2') 2" MIN. GL. (TYPICAL) SEE NOTE 2. II r_ 4 030 In 0.30 In 0.30 I'n I �- COL. FACE COL, FACE COL. FACE a I In = CLEAR SPAN In = CLEAR SPAN ( )COLUMN STRIP INT. COL STRIP EXT. COL STRI I 1 MAX. 0.1 1' MAX. 0.15 1 2" MIN. GL_ WHEN REQUIRED. LAP 6" Q 0.22 In 0.22 In 0.22 I'n 1. COL. FACE COL, FACE COL. FACE �I In = CLEAR SPAN I'n = CLEAR SPAN C. -C. SPAN -� 1 1, = C. -C. SPAN NOTE: (B) MIDDLE STRIP I- TOP 5485 MUST BE D15TR15UTE UNIFORMLY ACR055 COL. OR MID. STRIPS 2- INTEGRITY REINFORCEMENT 15 REQUIRED (ACI 13.385) ALL BOTTOM BARS IN THE COLUMN STRIP MUST BE CONTINUOUS OR SPLICED OVER THE 5UPPORT WITH CLA55 A TEN51ON 1.AP 5PLICE5, AT LEAST TWO OF THE COLUMN STRIP BOTTOM BARS IN EACH DIRECTION MUST PASS WITHIN THE COLUMN CORE AND BE ANCHORED At EXTERIOR SUPPORTS. (RFINF0RGEMFNT PL.AGEMFNT.) TYP. FLAT SLAB DETAIL SCALE : N.T.S U =1516* U =2156* U =1563" G =961* G =1519* G =1168" GONNEC. =1 CONNEG.=EC -1 CONNEC. =1 + 2 21- 4' -0" U =1516* _ U =3356* U =1564* 6=961* G =1443* G =1168* CONNEC.=1 CONNFC. =EC -I CONNEC. =1 2 LT5-1 +10' -0" 2' -O" 5' -6° I� I — I — I I G =1519* CONNEC. =EC -1 4' -0" 2' -0" - LT�S -I - J I— I I I II Ilm 14' -2" G I � "* 1` I I Y �0 I I I I I I_ I I I I °� I WI GONG. SLAB IN50TTOM x_ GONNEC. =1 1 WITH/ *4912" O.G. W. BOTTOM I ....:,I 0 0 CONNECTOR SCHEDULE MARK ANCHOR NAILING NAILING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE MIAMI -DADE 1 NU -VLJE 1D 10d 61iid X 21'53 1617 1943 - 00 -0327.03 314 NVHTA 10 12 1 -112 r (L .. 150 EPDXY z 0 1 2 NU -VUE 5 16d - 755 - 01- 0110.06 io NVTA 12 HILTI HIT � L2 II RASE +HY 3 91MPSON 816d 2 216d 2000 - - 3380 00- 0512.06 f HUS28 I I co BOLTS II < 4 SIMPSON 1016d 3016d 3000 - - 3585 00- 0512.06 I HUS210 W � I �111 _` OL 28 -4 _... - _, i - - - - 5 SI M PSON 410d 410d 930 - - 830 00- 0512.06 LUS28 Is 6 NU -VUE 510d 610d X 1221 1671 1541 - 00- 0327.03 NVSTA $ 1 1 -112 2B -I WHERE BEAM TERMINATES AT SLAP EXTEND TOP BARS INTO ADJACENT SLAB «, Io 1 ✓x, • " 4x12' 987 U3 T , F.F .Il' -6" , ,-- r k, OI h — 1� #� " 4x8' 916 "T �A 1 15im J 1 �_ 4- m - - - - - F.F.E. 12' a" 28 -3 28 -5 ALL CMU WALL SHALL BE: RM 532 U.N.) RM 532 DENOTES: REINFORCED MASONRY WITH #5 Cob 32" U.C. IN CONC, FILLED CELLS TYP. REINFORCEMENT FOR SIDE OF OPENINGS SHALL BE 2 #5 FOR OPENINGS > 4' -0" AND 1 # FOR OPENING < 4' -0" TOP BAR EXTENSION SHALL BE LARGEST NOTE: OF THE FOLLOWING: WHERE BARS MARKED "CONTINUOUS" REQUIRE I.- 0.25 OF CLEAR ADJ, SPAN LAPS, LAP 30 BAR DIA. 9 POINT OF LEAST STRESS 2.- TEN51ON EMBEDMENT LENGTH #WHICHEVER 15 GREATER 3.- 3' -0 MIN: TOP BAR TOP BAR TOP BAR Y' 5F4CE OR LN -3 7 (TT .) ' 3 WHICHEVER J t -I LN32 1- 2 15 LARGER E" BAR �2" GL. L . BARS j j I TFT_ I I I I I STIRRUPS OR TIES AS - CHEDULE (SYMM EA. END U.O.N.) SEE SCHEDULE FOR SPACING `BOTT. BAR 6' MIN. EMBEDMENT UNLESS INDICATED CONTINUOS LN -1 LN -2 �� TYP. BEAM REINF. PLACEMENT DETAIL_ SCALE : N.T.S. 2 "CL ITT. 5AR5 TO BE NTINOU5 3' C)_ FOR GRA E BEAMS 2" CL. FOR ALL OTNER BEAM5 LN -3 m U =141* G: 1213, CONNEC.= 4 U =814* N G =516* CONNEC.= I r- TG U= 014* -922* CONNEC. =3 2* 420' T tC -1 2* 4T45 2' -01 21140" U =1684* G =1315* CONNEC.=1 + 2 13 © LT -2 TS- TS- - I REINFORCING 5 WN 15 ADDITIONAL TO E PLACED 45 PER TYPIG DIAGRAM THE OUTER LAY OF TOP 4 BOTTOM REINF CEMENT SHALL BE PLA D IN "N" - "5" _ DIRECTION 4� I I I I 4* 4x 6' T • • • — — — A" 1" Ax 1,4'T F— I 4" 4x 10' T U =1156" G =922* CONNEC.= 3 X a �I G =1213* CONNEC. = 4 (DET. 12/5 -4) w X X N I 4912" O.0 LD x N X- x � Q� 4*4x10'T 30 4x 14' T U =2508* G =2091* CONNEC.=EC-I • I I II I II x II Zs I I I I I I I I I I I I I I — I I f I I N I — � I — I I I II X - I II 1 PROVIDE 2x4 WOOD BRAC ING I 1 98' -0" l AX.) AT 150TTOM CHORD OF WOOQ TRU55E� NAILED WITH I I I I I I I WITH 2 -Ad AT EV5RY TRU35E5 _ TYPIC4 _ L 2TB D 753 LRB -2 RB -2 II II I II U =1684* U =2508* 6= 1315* G =2091* CONNED-=1 + 2 GONNEC.=EC -1 � II II I _ - REMARK rn o l I I I MEMBER(S)SIZE TYPE DIAMETER (in) EMBEDMENT (in) SPACING (in) m l Z HILTI HIT 4 � X L1 (2) 2X10 PT N 314 QJ 12 r (L .. 150 EPDXY z 0 1 z a 0 BOLTS U io HILTI HIT � L2 II RASE +HY 5/8 6 I In 1 )0 EPDXY a f J I I co BOLTS II < N 2X6 PT TAPCON 1 114 7+ 3 R s I . W � I �111 _` OL 28 -4 _... - _, i - - - - - - - - T 3 Is - I -- - - - - -2B -I l7T 2B -I N 1* 4x107 • I X5 b X I i U =1242" I � 11273* G = 698* � G= * 4x8' 9167 CONNED. =3 i m CONNED, =4 m U =2931* I N , 19 G =1190* T 8 I CONNEC.=EC-4 w X o I —* 4x51 -6" N 1 „ 9* 4x14' T «, Io 1 ✓x, • " 4x12' 987 U3 T , F.F .Il' -6" , ,-- r k, OI h — 1� #� " 4x8' 916 "T �A 1 15im J 1 �_ 4- m - - - - - F.F.E. 12' a" 28 -3 28 -5 ALL CMU WALL SHALL BE: RM 532 U.N.) RM 532 DENOTES: REINFORCED MASONRY WITH #5 Cob 32" U.C. IN CONC, FILLED CELLS TYP. REINFORCEMENT FOR SIDE OF OPENINGS SHALL BE 2 #5 FOR OPENINGS > 4' -0" AND 1 # FOR OPENING < 4' -0" TOP BAR EXTENSION SHALL BE LARGEST NOTE: OF THE FOLLOWING: WHERE BARS MARKED "CONTINUOUS" REQUIRE I.- 0.25 OF CLEAR ADJ, SPAN LAPS, LAP 30 BAR DIA. 9 POINT OF LEAST STRESS 2.- TEN51ON EMBEDMENT LENGTH #WHICHEVER 15 GREATER 3.- 3' -0 MIN: TOP BAR TOP BAR TOP BAR Y' 5F4CE OR LN -3 7 (TT .) ' 3 WHICHEVER J t -I LN32 1- 2 15 LARGER E" BAR �2" GL. L . BARS j j I TFT_ I I I I I STIRRUPS OR TIES AS - CHEDULE (SYMM EA. END U.O.N.) SEE SCHEDULE FOR SPACING `BOTT. BAR 6' MIN. EMBEDMENT UNLESS INDICATED CONTINUOS LN -1 LN -2 �� TYP. BEAM REINF. PLACEMENT DETAIL_ SCALE : N.T.S. 2 "CL ITT. 5AR5 TO BE NTINOU5 3' C)_ FOR GRA E BEAMS 2" CL. FOR ALL OTNER BEAM5 LN -3 m U =141* G: 1213, CONNEC.= 4 U =814* N G =516* CONNEC.= I r- TG U= 014* -922* CONNEC. =3 2* 420' T tC -1 2* 4T45 2' -01 21140" U =1684* G =1315* CONNEC.=1 + 2 13 © LT -2 TS- TS- - I REINFORCING 5 WN 15 ADDITIONAL TO E PLACED 45 PER TYPIG DIAGRAM THE OUTER LAY OF TOP 4 BOTTOM REINF CEMENT SHALL BE PLA D IN "N" - "5" _ DIRECTION 4� I I I I 4* 4x 6' T • • • — — — A" 1" Ax 1,4'T F— I 4" 4x 10' T U =1156" G =922* CONNEC.= 3 X a �I G =1213* CONNEC. = 4 (DET. 12/5 -4) w X X N I 4912" O.0 LD x N X- x � Q� 4*4x10'T 30 4x 14' T U =2508* G =2091* CONNEC.=EC-I • I I II I II x II Zs I I I I I I I I I I I I I I — I I f I I N I — � I — I I I II X - I II 1 PROVIDE 2x4 WOOD BRAC ING I 1 98' -0" l AX.) AT 150TTOM CHORD OF WOOQ TRU55E� NAILED WITH I I I I I I I WITH 2 -Ad AT EV5RY TRU35E5 _ TYPIC4 _ L 2TB D 753 LRB -2 RB -2 II II I II U =1684* U =2508* 6= 1315* G =2091* CONNED-=1 + 2 GONNEC.=EC -1 � II II 11* 4x12' T * 4x8' 16 "T T 1 -1 • 3'xs'024�" C�.c. ox_ �I 1 I� rnrn� N W I I 8 -4 - +2 *4B- ._.....:._- - - -- - ---- - - - - -- *4x8' 916 "T 3 "x8'924" O.G. 4' -011 u// * 4x14' T I N I ELEV 2B -6 U =1 31* G =1 41* \ I I CO NEC. =3 \ 4 4 6 1 4" 4x 12' T 28-6 F.F.. 6" LTB - 2TB I 4x 4' 916'T - - - j""�"r� \\ I TYP AT PERIMETER) I 2'\ LEDGER SCHEDULE _ - REMARK rn o l I I I MEMBER(S)SIZE TYPE DIAMETER (in) EMBEDMENT (in) SPACING (in) Z HILTI HIT 4 � X L1 (2) 2X10 PT N 314 QJ 12 r (L (/1 150 EPDXY z 0 I z a 0 BOLTS U io HILTI HIT � L2 (2) 2X8 PT RASE +HY 5/8 6 I In 1 )0 EPDXY a I iz 4 J W co BOLTS < 11* 4x12' T * 4x8' 16 "T T 1 -1 • 3'xs'024�" C�.c. ox_ �I 1 I� rnrn� N W I I 8 -4 - +2 *4B- ._.....:._- - - -- - ---- - - - - -- *4x8' 916 "T 3 "x8'924" O.G. 4' -011 u// * 4x14' T I N I ELEV 2B -6 U =1 31* G =1 41* \ I I CO NEC. =3 \ 4 4 6 1 4" 4x 12' T 28-6 F.F.. 6" LTB - 2TB I 4x 4' 916'T - - - j""�"r� \\ I TYP AT PERIMETER) I 2'\ LEDGER SCHEDULE FASTENERS REMARK LEDGER 10 MEMBER(S)SIZE TYPE DIAMETER (in) EMBEDMENT (in) SPACING (in) Z HILTI HIT 4 � L1 (2) 2X10 PT HASE +HY 314 6 12 r (L (/1 150 EPDXY z 0 Z© z a 0 BOLTS U io HILTI HIT � L2 (2) 2X8 PT RASE +HY 5/8 6 24 1 )0 EPDXY a J W co BOLTS < N 2X6 PT TAPCON 1/4 1 114 12 3 I I U =414* 4' 4" I I I 2T5 2T8 \ I @ I • • • CONNEC.= H_ I —1 -- --- - -- —I -L- . - - - -L -I 12145 • I I -4 1 1 J- I I I I 2 *4x4' -0"T — (TYP 1 I I �- -� 2' N I 15" 4x „ T I 2 - x I * 1 FF.E.12'.0" 5 -4 - 124 ❑ N rn ' I 20 4TB x I I I I 0 , I I I I �� - cn I • Nd i 5" 4x6' T 1 2T I *1 s •• • __ �- — L- - L - - 15' -5" L -1 LTB - F_ -- I I I I I I I I II II II I� I A ^' I I �1/1 I I I I I I CCp 1 U =612* I U =612* G =309* - - -I- - - -� G =309* CONNEC.=2 - - - - - - -- xt - - CONNEC. =3 L -- - -- - - - -- J L LTB -3 c 1 2' -0" 1 4' -0" I 2' -0" =1988* 9' CONNEC.=EC-I S -4 N U =2156* G =1519* CONNEC. =EC -I 11' -4" U =1423* G =1168" CONNEC.= I G = 599* CONNEC. =6 U =1531* CONNEC.=6 CONNEC.=1 U = 2185* G =995* CONNEC. =1 u =a14* G =516* GONNEC.= I (TYP. FOR J -U U =2155* G = 955" CONNEC.=1 U =1512* G =182 CONNEC.= EC -1 a " 0 4 NEL609 ,p,:lLTER34"�� FL, P.F. 58201 CONSULTING: uj W W H I Z r E_ ~ a J Q W O LL m� rn 0 0 0 Z O 4 � w Q i 0 r (L (/1 z 0 Z© z a 0 U io w � z a CONSULTING: uj W W H I Z r E_ ~ a J Q W O LL m� J J H � Q U Ln w II-- :> 0) O L9 Lr I 0 U o O a C/7 Ln 00 rn 0 Lij O 4 J U- z a U io a W ZQ a J W co < pr U 1w w < i a Z 3 R s r w W � Z r OL o J J H � Q U Ln w II-- :> 0) O L9 Lr I 0 U o O a C/7 Ln 00 SECOND FLOOR FRAMdG PLAN SCALE AS SHOWN DRAWN WA Joe 2015 DATE fl/04/04 SHEET: S -2 2 OF:5 rn M Lij 4 SECOND FLOOR FRAMdG PLAN SCALE AS SHOWN DRAWN WA Joe 2015 DATE fl/04/04 SHEET: S -2 2 OF:5