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ROW 6
(REF.)
ROW 5.75—►
(REF.)
ROW 5—►
(REF.)
R O W 4.5--+—
(REF.)
ROW 4---�
(REF.)
ROW 3--*--
(REF.)
REMOVE EXISTING
CMU FOUNDATION
ALONG FULL LENGTH
ROW 2 —
(REF.)
ROW 1--�
(REF.)
REMOVE EXISTING
CMU FOUNDATION
PLAN
SCALE: 114" = P-0"
EXISTING AREA OF BUILDING
TO REMAIN
(CONCRETE SLAB FIRST FLOOR
FOR FIRST —FLOOR WAREHOUSE)
EXISTING FOUNDATION
TO REMAIN
ABBREVIATIONS
TYP. =
TYPICAL
NOM. =
NOMINAL
REF. =
FOR REFERENCE ONLY
HDG =
HOT —DIPPED GALVANIZED
P.T. =
PRESSURE TREATED
MIN.
MINIMUM
MAX. =
MAXIMUM
O.C. =
ON CENTER
COASTAL
engineering co.
260 Cranberry Hwy. Orleans, MA 02653
508.255.65U P 508.255.6700 F
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DEMOLITION NOTES:
SEE "SHORING AND BUILDING —STABILITY NOTES ON S-001.
(THESE NOTES DO NOT IMPLY AN ORDER OF OPERATIONS. CONTRACTOR SHALL DETERMINE MEANS AND METHODS OF CONSTRUCTION.)
NOTE 1: FOR EACH OF THE WALLS INDICATED, REMOVE EXISTING FOUNDATION AND FOOTING.
SEE NOTE 5
D NOTE 2: FOR THE APPROXIMATE 54'x75' AREA INDICATED, REMOVE EXISTING FIRST —FLOOR PLANKS, JOISTS, DROP BEAMS, AND SILL BEAMS
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EXCEPT:
— DO NOT REMOVE EXISTING RIM BOARDS
— AT FRONT AND BACK EXTERIOR WALLS, DO NOT REMOVE SECTIONS OF FLOOR PLANKS AND JOISTS THAT ARE TO THE EXTERIOR —WALL
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SIDE OF THE CUT LINES SHOWN IN SECTION 1 ON THIS SHEET
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NOTE 3: FOR EACH OF THE COLUMNS INDICATED, CONFIRM IN FIELD THAT COLUMN DOES NOT SUPPORT ROOF AND/OR FIRST —FLOOR CEILING.
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ONCE CONFIRMED, REMOVE FIRST —FLOOR COLUMN. IF NOT CONFIRMED, CONSULT ENGINEER.
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NOTE 4: FOR EACH OF THE COLUMNS INDICATED, CONFIRM IN FIELD THAT COLUMN DOES SUPPORT ROOF AND/OR FIRST —FLOOR CEILING.
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ONCE CONFIRMED, REMOVE FIRST —FLOOR COLUMN (PROVIDING TEMPORARY SUPPORT FOR COLUMN AND OTHER ACCOMMODATIONS AS
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NECESSARY FOR INSTALLATION OF NEW FOOTING/PIER/SUPPORT—STRUCTURE).
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NOTE 5: FOR EACH OF THE COLUMNS INDICATED, CONFIRM IN FIELD THAT COLUMN IS SUPPORTED BY EXISTING STRUCTURE THAT IS NOT
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AFFECTED BY THE WORK DESCRIBED IN THESE DRAWINGS (E.G., STRUCTURE THAT IS PART OF THE ADJACENT FIRST —FLOOR SHOWROOM).
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IF NOT CONFIRMED, CONSULT ENGINEER.
4-
U-
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NOTE 6: ALONG OR NEAR ROWS 5.75 AND 6, DETERMINE IN THE FIELD WHERE COLUMNS ABOVE ARE PRESENT THAT SUPPORT ROOF AND/OR
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—SEE NOTE 3 FIRST —FLOOR CEILING. ONCE DETERMINED, REMOVE THE CRAWLSPACE COLUMNS (PROVIDING TEMPORARY SUPPORT FOR ROOF AND/OR CEILING
COLUMNS AND OTHER ACCOMMODATIONS AS NECESSARY FOR INSTALLATION OF NEW FOOTINGS/PIERS/SUPPORT—STRUCTURES THAT WILL
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SUPPORT THESE ROOF AND/OR CEILING COLUMNS).
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NOTE 7: FOR EACH WOOD —COVERED CONCRETE BLOCK INDICATED:
— REMOVE WOOD MATERIALS AND ANY OTHER MATERIALS SUBJECT TO CRUSHING AND/OR DECOMPOSITION
— CONFIRM THAT CONCRETE IS SOLID AND NOT IN A STATE OF SPALLING AND/OR DETERIORATION;
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SEE NOTE 5 IF NOT CONFIRMED, CONSULT ENGINEER
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NOTE 8: FOR THE TWO WOOD —COVERED CONCRETE BLOCKS THAT INTERFERE WITH NEW FOOTINGS/PIERS (AS INDICATED ON S-100),
SAW —CUT AND REMOVE THE PORTIONS OF THE CONCRETE BLOCKS THAT INTERFERE.
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NOTE 9: THE CONTRACTOR IS HEREBY NOTIFIED THAT HAZARDOUS MATERIALS, (INCLUDING BUT NOT LIMITED TO LEAD, ASBESTOS, CREOSOTE,
AND PETROLIUM—BASED MATERIALS), MAY BE PRESENT WITHIN THE EXCAVATION AREAS, CRAWLSPACE, AND/OR OTHER AREAS OF THE
BUILDING, INCLUDING MATERIALS SCHEDULED FOR DEMOLITION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENGAGE PROFESSIONAL
SERVICES AS NECESSARY TO ENSURE THAT ALL HEALTH, SAFETY, AND ENVIRONMENTAL LAWS AND REGULATIONS ASSOCIATED WITH THESE
MATERIALS ARE MET.
EXISTING AREA OF BUILDING
TO REMAIN
(CONCRETE —SLAB FIRST FLOOR
FOR FIRST —FLOOR SHOWROOM)
EXISTING
WOOD -PLANK WALL
TO REMAIN
EXISTING
WOOD —PLANK WALL
TO REMAIN
3Y2" WALL
TO BE CONFIRMED
EXISTING
WOOD -FRAMED
EXTERIOR WALL
EXISTING
WOOD RIMBOARD
EXISTING WOOD
SILL BEAM
EXTERIOR GRADE
SECTION
SCALE: 3/4"= 1'-0"
EXISTING FIRST -FLOOR ELEVATION
SEAL
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SCALE
AS NOTED
DESIGN BY
KMD
DATE
11/1/2021
DRAWN BY
KMD
CHECKED BY
MHP
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w 2.OF 5 SHEETS
m PROJECT: NO.
�; C 19669.00