HomeMy WebLinkAbout29 Lewis Bay - Unit 5- Plan A - Second Floor Frame2ND ELOOK FRAME
1
I
DESIGNED BY:
RANNEY � RIMINGTON
P. O. BOX 8 1 G
MARSTONS MILLS, MA
508-428-7147
2'_T,
3' I . 2'
15'
31'
POINT LOAD BEARING
ON FOOTING
CATHEDRAL CEILING
16'
4'
3'
I
NEW 2X8
J015T CONNECTION TO LVL
POST AND LVL SYSTEM
� B
LVL
POST
LVL BEAM 2X10 BLOCKING
(SIZE TBD) EXISTING 2X10 JOISTS
3 2' dia. LALLY COLUMN
BASE PLATE
GENERAL NOTES: NOTE:
1 . CONTRACTOR I5 TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE PLANS SHOWN ARE THE SOLE PROPERTY OF
THE FIELD PRIOR TO START OF WORK. THE DESIGNER AND CANNOT BE COPIED,
FINISHED 2nd FLOOR: 2. ALL WORK SHALL CONFORM TO THE MA55ACHU5ETT5 STATE BUILDING EXPREREPR0DUCED 55 WRITTENDCONSENTRff D WITHOUT THE
Of THE DESIGNER
CODE (LATEST EDITION) AND ALL OTHER APPLICABLE CODES.
25 LEWIS BAY BLVD. #5 3. ANY DI5CREPANCIE5, ERROR5AND/OR OMISSIONS IN THE NOTES,
DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS
WEST YARMOUTH, MA SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO
COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY
DISCREPANCIES, ERRORS, AND/OR OMISSIONS BECOME THE
RESPONSIBILITY OF THE BUILDING CONTRACTOR
30"00'x12"
CONCRETE PAD
SCALE:
1/411= 1 '-01
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DATE:
08/27/2014
TIMBERLOK
DWG. NO.:
PLAN A