HomeMy WebLinkAbout3 Doherty Lane Foundation PlanTYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2"
2 PIECES D-4' 2 ROWS OF 16D NAILS O 12" O.C.
2'
2'
3 PIECES D-4" 2 ROWS OF 1/2" DIAM BOLTS 0 12' O.C.
2'
EXIST.
CONCRETE WALL
EXIST. JOISTS
FLEX DUCTS
PVC SUPPLY
AIR DUCT
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PROVIDE 10" DIAM. SONOTUBE
FOR COLUMN SUPPORT ABOVE TYP
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COVEMSTBEAM 1/4" COATING /
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NEW q 1/4" LVL
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EXIST. DIRT FLOOR
WATERPROOF DESIGN
ZERO PERMEABILITY
STRUCTURALLY SOUND
DESIGNED IN ACCORDANCE WITH
780 CMR 120.G501.5
780 CMR 120.G501.7
780 CMR 120.G501.8
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m _ "A.7 CONCRETE WALL
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16' O.C.
3-2X8 P.T. BEAM -44,
`--------------i'I
ION PLAN
TUBE W/51GFOOT FOOTING (BF -28)
FOR COLUMN SUPPORT ABOVE TYP.
9'
1 i V 4'1F� wi i91
DEC 22 2011
HEALTH DEPT.
To Att
TYPICAL NOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING IN5PSECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOAR /FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMEN
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
BASEMENT NOTES
I. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 2045 BARS TOP
8 BOTTOM REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 5C#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE #5 VERT. DOWELS 0 24" O.G. HORIZ. EXTENDED
3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8" ANCHOR
BOLTS a 36" O.C. MAX. MIN 7" EMBEDMENT w/3"x3"xI/4" PLATE WASHER
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2' CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/B" CAP PLATE
6 7"xl2"x3/4" BASE PLATE W/ 2 ®3/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO 5! 36"x36"xIS" SQUARE CONCRETE W/ 3 sty BARS EACH WAY.
B. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG HALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR. MECHANICAL)
S. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-O" MINIMUM COVER,
7, PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP.
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
q. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE DV5IGNER BECOME THE RESPONSIBILITY OF THE:CONTRACTOR.
10. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/ EXISTING
FIRST FLOOR. CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL AS
NECESSARY TO ENSURE DESIGN INTENT.
11. GARAGE AND <
W/ 20 #5 TOP d I
PROVIDE 20 #5 C
LAP TOP BARS T
BARS SPACED 6
BOLTS 0 36" O.C.
MIN 7" EMBEDMENT w/3"x3'xt/4" PLATE WASHER
.ULUMN5 T0_5E-4"X4"X5/16°--92TARE STEEL TUBE'°""'
TING BELOW. PROVIDE-6"X6"X5/8" CAP
ATE'W/ 203/4" DIAM. BOLTS. WELD ALL CONNECTIONS
SQUARE CONCRETE W/ 50#5 BARS EACH WAY.
NOTICE '��� �
4
An as built plan must be ;`\
submitted to this department
prior to foundation inspection .s
or any fu Lher construction.
Tnlitlfq OF YARM UTREVIZA-]
AN'CNCE.'„Ep FOR BUILDING AND ZONING CODE CONI,DL1-
�I,ANT FROM RHEIRESPONS RESPONSIBILITYONOT FOFEAS BUI T
COMPLIANCE.
DATE:
BUILDING OFFICIAL
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