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EXIST. CHB WALLTO BE CLEAN ANDREPAIN'rED BOTH SIDE
P WORKSHOP RM.EXISTING LOUVER-----1LWINDOW.REMOVE & REPLACED WNEW 8" CIIB WALLPLASTERED & PAINTEDBOTH SIDES.
NOTE:1- NEW CONCRETE FLOORING CLEAN.
RETOUCH PAINT IT WITH NON-SLIP PAINTI-COAT PRIMER & 2-COAT FINISHING.
2- EXISTING CIELING & STRUCTURAL STEELCLEAN. REPAIR AND PAINT WI 2-COAT STEELRED OXIDE PRIMER & 2-COAT FINISHING.
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EXISTING CONRETEFLOORING.TO BE FREE FROM OILCHIPPED AND INSTALLA NEW 5" THICK CONe.(3.000 PSI) SLAB WI#4 RSB@ 12" O.e.BOD-I WAYS
o DEMOLITION PLAN
Iit:::------ NEW 8" CHB WALL
PLASTERD & PAINTEDBOTH SIDES.
I I 50'0" 12'8" If5' 0'· 25' 0" I 25'0" I 12'8"
NEW 3FT. x 80" HIGH::~:=ID~O:~o::1 ~ ~ ~STEEL SOLID CORE DOOR iNEW 3FT. x 80" HIGH ~ wSTEEL SOLID CORE DR.
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G PROPOSED FLOOR PLAN
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EXIST. WDO. LOUVERREIIABILITA TE ANDINSTALL ON NEW CBBWALL.
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GENERAL NOTES:1· ALL CONSTRUCTION WORKS SHALL CONFORMTO PPUC SAFETY~LES AND
REGULATION.2- CONTRACTORS RESPONSIBILlT.Y TO TRANSFER ALL STRUCTURAL STEEL, WA l METAL, GIRT
AND OTHER ITEM NEEDED ..3- CONTRACTORS RESPONSIBILITY TO ADD OR REPLACE, ANY MATERIALS NEE ED. IF IN ANY
CASE DURING THE DISMANTLING AND ASSEMBLING, ITEMS WERE BROKEN, (KINGOR NOT WORKING PROPERLY
4- NO MATERIALS TO BE USED OR RE-USED WITHOUTH OWNERS APPROVAL A Y MATEINSTALLED WITHOUT OWNERS APPROVAL Wlll8E REMOVE AND REPLACE TH THEAPPROVED MATERIALS AT CONTRACTORS EXPENSE
() RIGHT SIDE ELEVATION (OUTSIDE)
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iEXISTING LOUVERWINDOW TO BEREPAIR.
NEW8"CHB WALL:PLASTERED AND;PAINTED BOTH SIDES
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I 25' 0" 25' 0" 25' 0" 12' 6" I II 876" I I 376"
oREAR SIDE ELEVATION
EXISTING LOUVERWINDOW TO BEREPAIR. ~I'~~::.J>
EW 8"CHB WALL IIiiI ==-:--. ./LASTERED ANDAINTED BOTH SIDES 11;I/ ~t:J T '3 ~ I '2
I 25' 0" 25' 0' 25' 0" 12' 6" I II 876" I I 376"
OFRONT SIDE ELEVATION
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EXISTING STEEL I-BEAM& STEEL I-COLUMN TO BECLEANED & REPAINTED
NEW 8" CHB WALL ~PLASTERD & PAINTEDBOTH SIDES.
NEW 3FT. x 80" HIGH El7l1l1"STEEL SOLID CORE DR.
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I- 24' 0" ·1ORIGHT SIDE ELEVATION
EXISTING STEEL I-BEAM& STEEL I-COLUMN TO BECLEANED & REPAINTED
NEW 8" CHB WALL ~PLASTER]) & PAINTEDBOTII SIDES.
NEW 3FT. x 80" HIGH ~STEEL SOLID CORE DR.
I· 24' 0" ·1OLEFT SIDE ELEVATION
#5 @16" VERT.REINF. (TYP.)
___ ---#4 TIES@ 16" HOR./ BARS STAGGER
~ALTERNATETIES
#4 BAR 135" HOOK
AROUND VERT'~BARSALTERNATE HOOK@ 16" O.e. TYP.
2-#5 @ WALL ENDAND EA. SIDES OFOPENING AT JAMB/END
#5 @ 16" VERT.REINF. (TYPICAL)
1-#5 VERT.BARS
AT CORNERS
12"
ijtt"~\·,fIJlJ
-#5 VERT.BARS
8"CMUWALL#5 VERT. REINFORCEMENT@ 16" O.e.#5 CHB REINF. TO BE DRILLTO EXIST. CONe. SLAB (4")
NEW 5" THK. CONe. SLABW/#4 REIF. AT 12"O.e. ®re ( B-W AYSr #5 VERT. REINF., 2 FT. f: = MIN. 90 DEG. BEND TO (I)
• • NEW SLABI
'" I #4 TIES@ 16" HOR.BARS STAGGERALTERNATE TIES
EXISTING CONe. SLAB
AT INTERSECTIONSfTEESECTION AT EXT. & INT. WALL (TYPICAL)
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NTS
8" CMU TYP. REINFORCEMENT AND DETAILS#4 BAR WELDED TOEXIST. STEEL I-COLUMN
r - 2-#4 CONT.TOP & BaTT. B
SPACING OF STIRRUP;USE # 3 REBAR @ 6" O.CSECTION A
~ __ 4-#5 CONT.REBARooI[j]-#3 STIRRUPS @ 6" O.C
SECTION A
TYP, LINTEL BEAM DETAILFOR DOOR/WINDOW OPENING
NTS
#5@ 16" VERT. .....i~~~~~~~~~~~~ijREINF. (TYPICAL)
AT STEEL I-COLUMN CONNECTION
#4 BAR WELDED TOEXIST. STEEL I-BEAM/CIELING
EXISTING STEEL I-BEAM!CIELING TO BE CLEANEDAND REPAINTED
8"CMUWALL#5 VERT. REINFORCEMENT@ 16" O.e.
AT STEEL I-BEAM CONNECTION
8" CMU TYP. REINFORCEMENTAND DETAILS NTS
LEGEND:
= -2 X 4 FLOURESCENT FIXTURE WITH4 PCS. 40W, 4 FT. LONG FLOUR. BULB
"'" -WALL LAMP W/COMPACTFLOUR.LIGHT
S1 -SINGLE POLE SWITCH, 125VFLUSH MOUNTED
S2 -DOUBLE POLE SWITCH, 125VFLUSH MOUNTED
§= -DUPLEX RECEPTACLE, 20A, 2P,3 WIRE125V GROUNDING TYPE, FLUSH MTD.
ELECTRICAL NOTE:
@Ae-AIRCONDITION SINLGE RECEPTACLE30A, 2P,3 WIRE,125V GROUNDINGTYPE, FLUSH MTD.
~ -150A PANEL BOARD, 16 SPACES¢SERVICE ENTRANCE, 240V/120V,3 PH.,
60HZ.@) -SMOKE DETECTOR!e>+ TELEPHONE OUTLET@-i-COMPUTER OUTLET
1- CONTRACTOR RESPONSIBILITY TO VERIFY THE ACTUALLOCATION OF TAPPING POINT
2- CONTRACTOR RESPONSIBILITY TO CONNECT FROMTAPPING POINT TO THE MAIN SERVICE ENTRANCE.
3- ALL ELECTRICAL FIXTURES, WIRING AND UPPERTESHOULD BE ALL CONFORM TO U.S. STANDARD ORAPPROVED EQUAL.
o PROPOSED ELECTRICAL PLAN
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