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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 S - 1