HomeMy WebLinkAbout62 Highbank Road Proposed Underpinnign Plan Foundation and First Floor Framingi
TO BASS RIVER
ti
ai
v
CONCRETE
WALL
CL MIDSPAN OF EXISTING JST SIAN
FLOOR
JOISTS
DBLE 2X4 MIN
TOP PLATE
2X4 m 24 0/C
7'-6'
CLR HGT i
LOAD BEARING
WALL IN BASEMENT Akl_A
PT 2X12 BOTTOM
WALL PLATE
TIE IN W/
CONIC NAILS
4" CONCRETE SLAB
EXISTING
DBLE 2X4 TOP PLATE
7'-6' (+/-)
�
*41
EXISTING (2) 2X4 TOP PLATE
WITH 2X4 STUDS CSD 12" 0/C
NON -LOAD BEARING WALL
ABOVE KNEE WALL 9 FULL BASEMENT
AND CRAWL SPACE TRANSITION
UNANNL �)FACL FULL BASEMENT
AREA AREA
10'-3'
14'-11'
7'-5 1/2'
+/-
�E_RAL NOTES AND MATERIA! SPF('IFIC'GTI(�NS
1. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE
CERTIFIED PLOT PLAN A BY OTHERS, LATEST ISSUE.
2. ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF
THE MASSACHUSETTS STATE BUILDING CODE, LATEST EDITION.
3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR 1'O
CONSTRUCTION. DISCREPANCIES BETWEEN THE PLAN DIMENSIONS
ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER, PRIOR
TO CONSTRUCTION.
4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF
ALL EXISTING AND NEW STRUCTURAL COMPONENTS TO PERMIT THE
SAFE INSTALLATION AND COMPLETION OF ALL WORK WITHOUT
DAMAGE TO PROPERTY AND WITHOUT JEOPARDIZING THE SAFETY OF
ANY PERSON(S).
5. ASSUMED SOIL TYPE FOR DETERMINING SOIL STRENGTH IS
MEDIUM SAND.
6. DESIGN WIND SPEED IS 90 M.P.H FOR THE 100 YEAR STORM.
7. TIMBER FRAMING:
A. PRESSURE TREATED, P.T., YELLOW PINE, FB=1300 PSI._
E=1,600,000 PSI, OR BETTER.
B. NEW BEAMS: NOTED PSL: PARALLAM BEAMS, AS
MANUFACTURED BY TRUS-JOIST MACMILLAN, WITH FB=2925 PSI,
E=2,000,000. MICROLAM LAMINATED VENEER LUMBER (LVL), BY
TRUS-JOIST MACMILLAN, WITH FB=2600 PSI, E=1,900 KSI, OR
BETTER. PRESSURE TREATED, REQUIRED FOR EXTERIOR USE.
C. TIMBER: SPRUCE -PINE -FIR NO. 2 OR BETTER,
D. HEADERS: 6' OPENING: 2-2 X 10
ALL OTHERS PER MASS BUILDING CODE, LATEST EDITION.
S. CONNECTORS AND FASTENERS:
A. INSTALL. ALL METAL CONNECTORS SHOWN. IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS, WITH ALL NAIL HOLES
FILLED.
C. ASTM A307 BOLTS SHOWN SHALL BE HOT DIPPED
GALVANIZED. WASHERS REQUIRED AT ALL WOOD CONTACT SURFACES,
D. HURRICANE TIES ABOVE THE FIRST FLOOR FRAMING:
RAFTER CONNECTION TO TOP PLATE: H2.5A CSA 16" O.C. SIMPSON
STRONG -TIE CONNECTORS.
9. FOR VGUS DESIGN AND SUPERSTRUCTURE REQUIREMENTS, SEE
ARCHITECTURAL PLANS, LATEST ISSUE.
10. SISTER FLOOR JOISTS AT SPLITTED AREAS WITH 2X12. TOE
SCREW JOIST TO SHEATHING.
s` �F
2 MICHELE
Cu o 3477 No347.74
S'FBUCTURT.L
��
7�
00 INITIAL ISSUE 05/17/10 I
NO. DESCRIPTION DATE
TLE: PROPOSED UNDERPINNING PLAN
FOUNDATION AND FIRST FLOOR FRAMING
oJECT: Bass River Golf Clubhouse Renovations
HIGH BANK ROAD WEST YARMOUTH, MA
R. TOWN OF YARMOUTH
RTE 28 YARMOUTH, MA
MICHELE CEJ®ILO, h.E_
Consulting Structural Engineer
123 COTTONWOOD LANE, CENTERVILLE, MASSACHUSETTS 02632 (508)771-7601 7/6
B NUMBER: 2010-72 DRAWN BY MC DRAWING NUMBER:
:ALE; AS NOTED DATE: MAY 17, 2010 S —
SEESECTION VIEW
10
BEARING WALL TYP
EXISTING (2) 2X4 TOP PLATE
WITH 2X4 STUDS CSD 12" 0/C
NON -LOAD BEARING WALL
ABOVE KNEE WALL 9 FULL BASEMENT
AND CRAWL SPACE TRANSITION
UNANNL �)FACL FULL BASEMENT
AREA AREA
10'-3'
14'-11'
7'-5 1/2'
+/-
�E_RAL NOTES AND MATERIA! SPF('IFIC'GTI(�NS
1. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE
CERTIFIED PLOT PLAN A BY OTHERS, LATEST ISSUE.
2. ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF
THE MASSACHUSETTS STATE BUILDING CODE, LATEST EDITION.
3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR 1'O
CONSTRUCTION. DISCREPANCIES BETWEEN THE PLAN DIMENSIONS
ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER, PRIOR
TO CONSTRUCTION.
4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF
ALL EXISTING AND NEW STRUCTURAL COMPONENTS TO PERMIT THE
SAFE INSTALLATION AND COMPLETION OF ALL WORK WITHOUT
DAMAGE TO PROPERTY AND WITHOUT JEOPARDIZING THE SAFETY OF
ANY PERSON(S).
5. ASSUMED SOIL TYPE FOR DETERMINING SOIL STRENGTH IS
MEDIUM SAND.
6. DESIGN WIND SPEED IS 90 M.P.H FOR THE 100 YEAR STORM.
7. TIMBER FRAMING:
A. PRESSURE TREATED, P.T., YELLOW PINE, FB=1300 PSI._
E=1,600,000 PSI, OR BETTER.
B. NEW BEAMS: NOTED PSL: PARALLAM BEAMS, AS
MANUFACTURED BY TRUS-JOIST MACMILLAN, WITH FB=2925 PSI,
E=2,000,000. MICROLAM LAMINATED VENEER LUMBER (LVL), BY
TRUS-JOIST MACMILLAN, WITH FB=2600 PSI, E=1,900 KSI, OR
BETTER. PRESSURE TREATED, REQUIRED FOR EXTERIOR USE.
C. TIMBER: SPRUCE -PINE -FIR NO. 2 OR BETTER,
D. HEADERS: 6' OPENING: 2-2 X 10
ALL OTHERS PER MASS BUILDING CODE, LATEST EDITION.
S. CONNECTORS AND FASTENERS:
A. INSTALL. ALL METAL CONNECTORS SHOWN. IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS, WITH ALL NAIL HOLES
FILLED.
C. ASTM A307 BOLTS SHOWN SHALL BE HOT DIPPED
GALVANIZED. WASHERS REQUIRED AT ALL WOOD CONTACT SURFACES,
D. HURRICANE TIES ABOVE THE FIRST FLOOR FRAMING:
RAFTER CONNECTION TO TOP PLATE: H2.5A CSA 16" O.C. SIMPSON
STRONG -TIE CONNECTORS.
9. FOR VGUS DESIGN AND SUPERSTRUCTURE REQUIREMENTS, SEE
ARCHITECTURAL PLANS, LATEST ISSUE.
10. SISTER FLOOR JOISTS AT SPLITTED AREAS WITH 2X12. TOE
SCREW JOIST TO SHEATHING.
s` �F
2 MICHELE
Cu o 3477 No347.74
S'FBUCTURT.L
��
7�
00 INITIAL ISSUE 05/17/10 I
NO. DESCRIPTION DATE
TLE: PROPOSED UNDERPINNING PLAN
FOUNDATION AND FIRST FLOOR FRAMING
oJECT: Bass River Golf Clubhouse Renovations
HIGH BANK ROAD WEST YARMOUTH, MA
R. TOWN OF YARMOUTH
RTE 28 YARMOUTH, MA
MICHELE CEJ®ILO, h.E_
Consulting Structural Engineer
123 COTTONWOOD LANE, CENTERVILLE, MASSACHUSETTS 02632 (508)771-7601 7/6
B NUMBER: 2010-72 DRAWN BY MC DRAWING NUMBER:
:ALE; AS NOTED DATE: MAY 17, 2010 S —