HomeMy WebLinkAbout115 River St plans 2G A U G H RAN
115 RIVER STREET
E S I D E N C E
SOUTH YARMOUTH MA.
PROPOSED
FRONT ELEVATION
(east)
DESIGNER:
NORTHSIDE DESIGN
STRUCTURAL ENGINEER
Taylor Design
LLC
ASSOCIATES
CIVIL ENGINEER
141 main street
yarmouthport MA 02675
Phone: 508.362.2210
fax: 508.362.5269
northside 1 @comcast.net
www.northsidedesign.com
BUILDER/CONTRACTOR
LIST OF DRAWINGS
I PAGE # I SHEET # I DESCRIPTION I
I 1 C COVER SHEET:
PROJECT INFO. & DRAWINGS INDEX I
2
A.0
FOUNDATION PLAN
3
A.1
1ST FLOOR PLAN
4
A.2
2ND FLOOR PLAN
5
A.3
ELEVATIONS
6
A.4
ELEVATIONS
7
A.5
BUILDING SECTIONS
8
A.6
BUILDING SECTIONS
9
A.7
DETAILS
10
A.8
FRAMING TIE -DOWN DETAILS
11
S. 1
111 FLOOR FRAMING PLAN
12
S.2
2ND FLOOR FRAMING PLAN
13
S,3
ROOF & ROOF FRAMING PLANS
TYPICAL NOTES
I, CONTRACTOR SHALL 51TE INSPECT ALL EX15TING V5.
PROPOSED CONDITIONS PRIOR TO AND DURING CON .CT ON
AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR
CHANGES THAT MAY BE ENCOUNTERED.
2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME
THRO/GFgUT CONSTRUCTION ANY EXISTING CONDITIONS ARE
FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF
ANY PORTION OF PROPOSED BUILDING, CONTRACTOR SHALL
NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY
ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS
PRESENTED IN FINAL CONSTRUCTION DOCUMENTS.
3. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.
ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT
BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE
RESPONSIBILITY OF THE CONTRACTOR,
4. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY
WALL5/SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE
AND STRUCTURAL INTEGRITY OF EXISTING HOUSE.
5. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER
ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING
CONSTRUCTION AND CONSTRUCT TEMPORARY
STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO ENSURE
5UC14 PROTECTION.
6. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING
INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO
ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH.
FOUNDATION NOTES
I. NEW FOUNDATION WALLS TO BE 10" POURED CONCRETE
W-3000 Psi, W/ 2@A5BAR5 TOP t BOTTOM. FOUNDATION
WALL TO BE ON 10x20' STRIP FOOTING. PROVIDE 3@N5
HORIZ, BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY.
PROVIDE 75 VERTICAL DOWELS P 24" O.C. EXTENDED V -6 -
MIN. ABOVE TOP OF FOOTING. PROVIDE W ANCHOR BOLTS @
52' O.C. MAX. MIN. 7' EMBEDMENT W/ 9'xVA" PLATE
WASHER.
2. INTENT OF DE51GN 15 TO ALIGN NEW FIRST FLOOR SPACES
WITH EXISTING FIRST FLOOR. CONTRACTOR SHALL ADJUST
TOP OF FOUNDATION WALL AS NECESSARY TO ENSURE
DESIGN INTENT.
5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION
WALLS MAINTAIN 4-0" MINIMUM COVER.
4. CONCRETE SLAB TO BE 4' POURED CONCRETE ON
COMPACTED FILL. PROVIDE CONTRACTION JOINTS I" DEEP AT
COLUMN LINES. CUT W/ 'EARLY ENTRY" SAW.
5. CONTRACTOR TO PROVIDE CRAWL SPACE VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. ALL STRUCTURAL STEEL COLUMNS TO BE %' CONCRETE
FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW.
PROVIDE 6'xb'.%' CAP PLATE 4 7'x12'x%' BASE PLATE W/ 21
DIA. BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO BE
56 x36"xl2' SQUARE CONCRETE W/ 3@ its BARS EACH WAY.
7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF
STEEL BEAMS (TYP,).
5. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL
STRUCTURAL COLUMNS.
9. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS
10, GARAGE AND OTHER FILLED FOUNDATIONS,
IO" POURED CONCRETE WALL W/ 2@ b5 TOP AND BOTTOM
BARS, FORM FOUNDATION ON 10'x20' STRIP FOOTING,
PROVIDE Z! A5 CONTINUOUS HORIZONTAL BARS AND KEYWAY
IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS,
PROVIDE TRANSITION REINFORCING W/ its BARS SPACED @ 12'
O.C. VERTICALLY. PROVIDE %' x 12" ANCHOR BOLTS @ 32"
O.C. MAX, MIN. EMBEDMENT W/ 5'x5'xiq" PLATE WASHER,
I OTHER NOTES I
I SAFETY STANDARDS - FALL PREVENTION I
CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS
WITH SILLS MORE THEN 72" ABOVE FINISH GRADE PER CODE,
ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND
SHALL COMPLY WITH THE REQUIREMENTS OF
A5TM F2" WINDOW OPENING DEVICES SHALL BE SELF ACTING
AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF
A 4' DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING
WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
REVISIONS
NO. REVISION DATE
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TITLE :
COVER SHEET
LSCALE:.S.
77
PROJECT#: SHEET
20-15 C
DATE: OF
9/3/21 13