LVL RPT (B-18-887) jacket info DESIGN IS BASED ON THE MASSACHUSETTS Bdij-4NG CODE 9TH BEAMS SPECIFIED AS LVL SHALL MEET THE SPECIFICATIONS OF
EDITION GEORGIA—PACIFIC CORPORATION ENGINEERED LUMBER OR EQUAL:
MODULUS OF ELASTICITY = 2,000,000 PSI
SHEAR MODULUS OF ELASTICITY = 125,000 PSI
IT IS THE INTENT OF THESE PLANS TO DEPICT CONSTRUCTION IN FLEXURAL STRESS = 2,900 PSI
ACCORDANCE WITH MA STATE BUILDING CODE 9"1`''jEDITION. THE HORIZONTAL SHEAR = 285 PSI
STATE BUILDING CODE IS PART OF THESE CONS: ""^ON PLANS. COMPRESSION PERPENDICULAR TO GRAIN= 845 PSI
COMPRESSION PARALLEL TO GRAIN = 2,600 PSI
ALL WORK SHALL BE CONDUCTED, INSTALLED, Ft< CED AND EQUIVALENT SPECIFIC GRAVITY SG = 0.50
COMPLETED IN A WORKMANLIKE AND ACCEPTAr ,...,,NNER SO
AS TO SECURE THE RESULTS INTENDED BY STk+ 'BUILDING ALL LVL BEAMS SHALL HAVE A MIN OF 3" BEARING LENGTH.
CODE.
ALL LVL BEAMS MADE OF 3 LVLS OR MORE SHALL BE BOLTED
CONTRACTOR MUST HAVE A COPY OF THE STATE BUILDING CODE TOGETHER AS REQUIRED BY LVL MANUFACTURER
ON SITE AT ALL TIME DURING CONSTRUCTION. ANY OMISSION ON
THESE PLANS DOES NOT RELIEVE THE CONTRACTOR ALL HANGERS AND HARDWARE USED SHALL BE CORROSION
RESPONSIBILITIES TO COMPLY WITH THE STATE BUILDING CODE. PROTECTED.
DESIGN LIVE LOAD SECOND FLOOR = 30 PSF CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORT DURING
CONSTRUCTION
ALL LUMBER/MATERIAL SUPPLIES SHALL MEET THE
REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE IT IS THE CONTRACTOR RESPONSIBILITY TO FOLLOW AND
FOR STRUCTURE GRADE 2 OR BETTER. ENFORCE ALL STATE AND FEDERAL OCCUPATIONAL SAFETY AND
HEALTH REGULATIONS AT ALL TIME DURING CONSTRUCTION
ALL DIMENSIONS SHOWN MUST BE VERIFIED BY THE CONTRACTOR
PRIOR TO START WORK CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS PRIOR TO
START OF THE WORK
DESIGN LIVE LOAD (SLEEPING ROOM) 30 PSF
Sti OF 4f.4
4
� Cy
G
SAMI E. '
KASSIS
CO STRUCTURAL
0 9
No.35094 �Q
is
¢N
SEPTE ' 5, 2018
PLANS PREPARED BY
DESIGN BY SAMI LLC. PROJECT LOCATION
28 Old Town Road, Walpole MA 01081 NEW BEAM - FIRST FLOOR
Phone: 617-460-1041 SHEET 1 OF 3 JOHNSON RESIDENCE
www.designbysami.com Sami@designbysami.com 6 MANNING STREET
SAT RM. MA 01 970
KITCHEN
WALL TO BE REMOVED
SEE BEAM ELEVATION
nm
FAMILY
ROOM
DINING
ROOM
tH OF
ti
KASS S PARTIAL PLAN
STpUCTURAL w' N.T.S
No.35094 C Q
QUO 9tc�l TEPA
SEPTE 5, 2018
PLANS PRE PARED BY
DESIGN BY SAMI I_I_C. PROJECT LOCATION
28 Old Town Road, Walpole MA 01081 NEW BEAM - FIRST FLOOR
Phone: 617-460-1041 SHEET 2 OF 3 JOHNSON RESIDENCE
www.designbysami.com Sami0designbysami.com 6 MANNING STREET
SAT FM. MA 01 970
" DIA. BOLT AT 16" 3-1 jX11 J"
O.C. AS SHOWN LVL BEAM FLOOR JOISTS (TYP.)
JI
11 -6" USE SIMPSON STRONG
TIE POST TO BEAM
EXTEND POST TO 4X6 POST CONNECTOR (TYP.)
TOP OF BEAM OR (TYP.)
ADD SOLID BLOCKING
(TYP.) EXTEND POST TO
TOP OF FOUNDATION
WALL OR ADD SOLID
STAIRS TO BASEMENT ,,,pBLOCKING
EXISTING
BEAM
FOUNDATION
WALL
�1H OF
K
cb ass 9 N
�- STRUCTURAL EXISTING LALLY
0 9 No.35094 40 �q COLUMN (TYP.)
BEAM ELEVATION
SEPTE 5, 2018 N.T.S
PLANS PREPARED BY
DESIGN BY SAMI LLC. PROJECT LOCATION
28 Old Town Road, Walpole MA 01081 NEW BEAM - FIRST FLOOR
Phone: 617-460-1041 SHEET 3 OF 3 JOHNSON RESIDENCE
www.design bysami.corn Sam i0clesignbysami.corn 6 MANNING STREET
SAT,FM. MA 01970