07-685-027NEW MASONRY
INFILL. PROVIDE
,UR i ennFR pPitiP' Rn i a.
FRAMING
EXISTING
OPENING
SHORING NOTES cm II II
ll 11
1. EXTREME CARE MUST BE USED DURING ALL DEMOLITION, EXCAVATION
AND NEW FOUNDATION WORK AS REQUIRED FOR MAINTAINING
THE EXISTING STRUCTURE STABLE AND PREVENTING UNDERMINING
OF THE EXISTING FOUNDATION
2. EXISTING STRUCTURE, AROUND THE WORK AREA SHALL
BE SHORED UP TO THE ADJACENT BAY PRIOR TO COMMENCING ANY WORK
3. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY
SEQUENCING OF WORK, METHODS OF CONSTRUCTION AND THE DESIGN
OF THE SHORING SYSTEM USED TO SUPPORT THE EXISTING
STRUCTURE DURING ALL DEMOLITION AS REQUIRED TO PREVENT
OVERLOADING OF THE EXISTING STRUCTURE.
4. IN THE EVENT OF A CONFLICT BETWEEN THE EXISTING CONDITIONS
AND THE CONSTRUCTION DOCUMENTS ( PLANS )
NOTIFY THE ENGINEER IMMEDIATELY. A REDESIGN WILL BE ISSUED
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT
THE ASBUILT CONDITIONS ARE IN ACCORDANCE WITH THE STRUCTURAL PLANS
EXISTING
WALL
9 GAUGE DOVE TAIL
ANCHORS ® 16"
ATTACHED WITH 1/4"
TAPCON SCREWS
1NG WALL
REINF.
FOR CLOSING
MASONRY
NOTE: FOR DOORS SIMILAR, EXCEPT
FRAMING FOR SILL IS NOT REQUIRED
ROOF TIE
kM
# 5 x 3' DOWELL DRILLED
IN 3/4" X 6" EPDXY FILLED HOLE
HILTI " HIT HY 150 "
REINFORCE END CELLS WITH
1 # 5 IN CONC. PEA —ROCK
F'c =2500 PSI
OPENING
DRILL # 5 X 3' DOWEL
6" INTO EXIST FTG.
IN A 1 " DIA. HOLE
FILLED WITH EPDXY.
HILTI " HIT HY 150 "
-XIST FTG.
NOTE: BREAK MASONRY AS READ
TO PLACE REINF. & CONC.
PATCH ALL DAMAGED AREAS
WITH GROUT MIX.
WALL REINFORCING FOR NEW MASONRY OPENING
1. # 5 DRILLED INTO EXIST. SILL
WITH A 3/4" X 6" EPDXY FILLED
HOLE. HILTI "HIT HY 150
2. NEW CONCRETE SILL TO
MATCH EXISTING
3. NEW CONCRETE INFILL AS REQD.
TO MATCH ADJACENT GEOMETRY
4. If 5 DOWEL 0 16" DILLED IN
3/4" X 6" EPDXY FILLED HOLE
HILTI "HIT HY 150 "
# 5 x 16" DOWEL
AT 12" & ENDS DRILLED
IN 3/4" X 6" EPDXY
FILLED HOLE. HILTI "HIT HY 150 "
1 # 5 AT EACH SIDE
SEE DETAIL " A "
FOR REQUIREMENTS
FRAMING FOR ENLARGING
EXISTING WINDOW & DOOR OPENING
FRAMING
WINDOW
FOR NEW
OPENING
PROVIDE 8" BRG.
SAW CUT WALL
AT EXTERIOR SIDE
1. # 5 DOWEL 0 16" DILLED IN
3/4" X 6" EPDXY FILLED HOLE
HILTI "HIT HY 150 "
2. NEW 8x8 CONCRETE SILL
WITH 2 # 5
3. NEW CONCRETE INFILL AS REQD.
FOR WINDOW GEOMETRY
PROVIDE 2 # 5
3x8 CONC. COL.
SEE PLAN
EXISTING COLUMNS
TO REMAIN ---\
WALL TO BE
REMOVED
REMOVE WOOD
ROOF FRAMING
I I REMOVE MASONRY
WALLS —
II
II
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II II
VIII
aN
II II
II II
—
II
II
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REMOVE MASONRY
WALLS
DEMOLITION PLAN: GROUND FLOOR
"ONT.
SHORE
0. C.
4CE FOR WALL REMOVAL
iRE EXISTING ROOF
JFORCE EXITING TRUSS
INECT TRUSS TO NEW SUPPORT
OVE SHORING
A SECTION
SCALE: 3Ze = 1' -0"
REMOVE MASONRY
WALLS AND ROOF
COMBINED ENGINEERING SCIENCES
CARLOS ENSENAT, PE 32566
CERTIFICATE �O,F- AUTHORIZATION No, 9108
1.214 -' SW ' 1 2 E,T:''
MIAMI, FE'- 3��
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