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01-0575-002 A co O O EXIST. CONC. PARAPET TO REMAIN m kO I I I I I I I I I I I 0 LO © o d) o LLl Lu .. lU 'n d Z EXIST. IV DE=P STEEL JOISTS n►Lu A 014--0- O.C. TIC REMAIN ► I I I I N p I I 1 ° ' E o ,4 c� g .� •0 x D_3 w J— z � a L) U C cA EXIST. COLUMN TO 10 EX COL TO MAIN BE REMOVED i I I i I I I I I I I I I p'3 I I I I 1 1 NECESAR� DURING DEMOLITION) cvn, 0 Q Z I I I I I I I co 0 ut EX ST. COL TO REMAIN EX ST. SEAM O REMAf IN NEW OPENING FOR DOORS REFER TO ARCHITECTURAL FLOOR PLANS TO VERIFY u o EX ST. COL TO REMAIN Z LOCATIONS X — Z. 1lu q cA !K EXIST. L 3"x3"xl/4' u '/2'0 BOLTS a 24" O.C. Q O � a L w EXIST. L 3°x3'x'/4° 1/2"41 BOLTS 24' O.C. NEW OPENING FOR DOORS -� REFER TO ARCHITECTURAL I FLOOR PLANS TO VERIFY LOCATIONS 0 � - E K19T. 24" DEEP STEEL J:)ISTS � 1 614'-0' O.C. rO REMAIN I I I I I m w CIA Lu , o W � Q z BE EXIST.REMOVEDN TO (PROVIDE SHORING AS NECESARY DURING DEMOLITION) EXIST. STEEL W CROS -BRACING NEW OPENING FOR DOORS � 9'-0 C.C. (tYPJ REFER TO ARCHITECTURAL 5AF 1 REFS A ETA RIFLE& FOR 5�ORINGP AND RE5�40 I1�1 LOCATIONS Ns To VERIFY R � � � I. A SHORING LAYOUT SHOULD BE AVAILABLE ON THE JOBSITE AT ALL TIMES. x I a � 2. ALL SHOP NG FRAMES 5H0 U 4'-2' 4'-01 4'-08 4'-0' 4'-0' 4'-0° 4'-00 4'-0' 4'-0' 41-ON 4'-0" 4'-m' 4'-0° 4'-0° 4'-0" 4'-0' 4'-0' '-0° 4'-0° 4'-2 SHOULD BE PLUMB AND LEVEL. `t) 3. DO NOT EXCEED THE SHORE FRAME SPAING OR TOWER HEIGHTS AS SHOWN O 4 ( gn ON THE APPROVED SHOP DRAWINGS. , Af 4. THE MANUFACTURER RECOMMENDATION FOR SAFE WORKING LOAD5. x ✓. IF LUMBER IS USED, THE LUMBER SHOULD BE IN GOOD CONDITION, WITHOUT h==4 �-4 in CRACKS OR DEFECTS. 6. FASTEN ALL BRACES SECURELY. EXIST. 2'x6' WOOD JO�I � "1. CHECK PLUMB AND LEVEL OF SHORING TOWERS JUST PRIOR TO 2'-0' O.C. TO BE RM VED 1 lw EXIST. GONG. BEAM POURING CONCRETE. TO BE REMAIN RESHORING PROCEDURES SHOULD BE APPROVED BY A QUALIFIED ENGINEER. 4'-0' 4'-0' 4'-0' 4'-0' 4'-0' 3'-9' 4'--1' 4'-0' 4'-8' 3'-11' 3'-2' 3'-2' '-10' 4'-1 4'-0' -' 4'-8' .. CO _ I E IST. GLUM TO BE REMOVED ~ ( ROVI E 5 RIN AS B EXIST. CO UMNS TO SG,41=1=OLDS: S1=BC 3318 a HHI�44 I I I I I r � 1 I I l I I I II W I -I N�CESr�RY D4�RING�DEMC�LIT101�1) I I I I BE EMO D � (PRO.VIDE.SHORING AS SHOWN ON ONS ORf GPL ND- ) l 1. EVERY SCAFFOLD OVER 10'-0' HIGH, ABOVE GROUND SHALL BE PROVIDED r � � � � I I I I I I I i l l l l 1 1 1 1 1 1 1 '� 1 I I I I I I WITH GUARDRAILS AND TOE BOARDS. 2. PLANKS USED ON SCAFFOLDS SHALL BE NOT LEGS THAN 2' THICK. E-+ L 1— 4— 4— 4—REMOVE'EX15T.'CONG. PARAPET 3. ROPES OR CABLES SUPPORTING SWINGING SCAFFOLDS SHALL 'Z BE jl� ABLE TO RESIST 6 TIMES THE MAXIMUM APPLIES LOADS. 4. SCAFFOLD STRUCTURE SHALL BE ABLE TO SUPPORT 4 TIMES ,D W EXIST. 2'XV METAL JOISTS THE MAXIMUM APPLIED LOADS. 2'-0° O.G. TO BE REMOVED E� � WHEN PLANKS OVERLAP AT THE ENDS SUCH OVERLAP SHALL BE � Q a 5. MINIMUM 6 INCHES. W Q REMOVE DAMAGED WOOD FRAMED WALLS 8 ROOF STRUCTURE ROOF 5T F--.-..UGTUfRE IDEMOLITION 4 SORE& 4 RE6+40REs 44LL REt'IAIN IN RLAcE. 5�0RING FLAN SCALE : 1/4' = 1'-0" SPORES RE5HQRES SLABS GREATER THAN 10'-0' S.F. 12 HOURS "f DAYS JOISTS 72 HOURS 7 DAYS BEAMS I DAYS 14 DAYS LEGEND CANTILEVERS: EXISTING S° CONC. BLK WALL SLA55 I DAYS 14 DAYS JOISTS 'T DAYS 14 DAYS BEAMS 7 DAYS 14 DAYS 00 EXISTING S' CONC. BLK WALL 0 � TO BE DEMOLISHED •� \ E 15TING STEEL JOISTS a 4' O.C. N a — — EXISTING I-BEAM TO REMAINT 1� C� al O _ SCAFFOLD TYPE PLATFORM SHORING 6' 't) (SEE DETAIL THIS SHEET) 4 0 O cli F-4 1• c CARLOS J. CARDOSO, P.E., No. 55780 ' �� ; z� sheet no. 3N, ELLI5 SHORING 4345 S.W. 72nd AVENUE SUIT & �- MIAMI, FLORIDA 33155 i "'• ;7,:z < < < < < < < < < < < < (305 666-2750 CA: 00 •33=' � ID - 2 c c c c < < c r 1 • « Y'y