HomeMy WebLinkAbout62 Highbank Road Proposed Underpinnign Plan Foundation and First Floor Framing (2)r, -4.1 11
TO BASS RIVER
CL MIDSPAN OF EXISTING JST SPAN
I
FLOOR
JOISTS
2X4 CSP 24"
LE 2X4 MIN
FOP PLATE
2X4 @ 24" 0/C
LOAD BEARING
.L IN BASEMENT AREA
PT 2X12 BOTTOM
r WALL PLATE
TIE IN W/
CONC NAILS
4 GUNuKEIE SLAB
EXISTING
/��
'j .�Att10_1ALL�` C.E T10N DETAIL (TYPI
DBLE 2X4 TOP PLATE
7'-6' (+/-)
A 9PENIN-a-11EADER DETAIL
FIELD LOCATE BY OTHERS
EXISTING (2) 2X4 TOP PLATE
WITH 2X4 STUDS 0 12" O/C
NON -LOAD BEARING WALL
ABOVE KNEE WALL. @ FULL BASEMENT
AND CRAWL SPACE TRANSITION
+
SEE SECTION VIEW
1 BEARING WALL TYP
7'-5 1/2'
CRAWL 5PACL FULL BASEMENT
AREA AF.EA
G N -r!AL NOTES ANO_ dAT R� SPEC1FICAT'O!J
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 TO
CONSTRUCTION. DISCREPANCIES BETWEEN THE PLAN DIMENSIONS
ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER, PRIOR
TO CONSTRUCTION,
4. PROVIDE SUFF'ICIENT 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- P€NE- FIR NO. 2 OR BETTER.
D. HEADERS: 6' OPENING: 2-2 X 10
ALL OTHERS PER MASS BUILDING CODE. LATEST EDITION.
8. 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 CSD 16" O.C. SIMPSON
STRONG -TIE CONNECTORS.
9 FOR-HOUS=_ DESIGN AND SUPERSTRUCTURE REQUIREMENTS, SEE
ARCHITECTURAL PLANS, LATEST ISSUE.
10. SISTER FLOOR JOISTS AT SPLITTED AREAS WITH 2X12. TOE
SCREW JOIST TO SHEATHING.
MICHELE
CUDILO
No. 3,1774
STRUCTURAL
Pr.
D INITIAL ISSUE 05/17/10
0. DESCRIPTION DATE
TIT(EI PROPOSED UNDERPINNING PLAN
FOUNDATION AND FIRST FLOOR FRAMING
PR JECT: Bass River Golf Clubhouse Renovations
HIGH BANK ROAD WEST YARMOUTH MA
FG TOWN OF YARMOUTH
RTE 28 YARMOUTH, MA
MICHELE CU®ILO, P.E.
onsulting Structural Engineer
23 COTTONWOOD LANE, CENTERVILLE, MASSACHUSETTS 02632 (508)771-7601
J❑ NUMBER: 2010-72 DRAWN BY1 MC DRAWIING NUMBER:
SC4LE: AS NOTED I DATE MAY 17, 2010 1
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