NEW BEAM PLANS, 1ST FLOOR (jacket info) i + f
DESIGN IS BASED ON THE MASSACHUSETTS BUILDING 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 9TH EDITION. THE HORIZONTAL SHEAR = 285 PSI
STATE BUILDING CODE IS PART OF THESE CONSTRUCTION PLANS. COMPRESSION PERPENDICULAR TO GRAIN= 845 PSI
COMPRESSION PARALLEL TO GRAIN = 2,600 PSI
ALL WORK SHALL BE CONDUCTED, INSTALLED, PROTECTED AND EQUIVALENT SPECIFIC GRAVITY SG = 0.50
COMPLETED IN A WORKMANLIKE AND ACCEPTABLE MANNER SO
AS TO SECURE THE RESULTS INTENDED BY STATE 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
ALL LUMBER/MATERIAL SUPPLIES SHALL MEET THE CONSTRUCTION
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
ALL DIMENSIONS SHOWN MUST BE VERIFIED BY THE CONTRACTOR HEALTH REGULATIONS AT ALL TIME DURING CONSTRUCTION
PRIOR TO START WORK CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS PRIOR TO
START OF THE WORK
DESIGN LIVE LOAD (SLEEPING ROOM) 30 PSF
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Phone: 617-460-1041 SHEET 1 OF 3 JOHNSON RESIDENCE
www.designbysami.com Sami@designbysomi.com 6 MANNING STREET
SAT,FM. MA 01970
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SEPTE 5, 2018
PLANS PRE PARED BY
DESIGN BY SAMI LLC. 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
SATFM. MA 01970
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O.C. AS SHOWN LVL BEAM FLOOR JOISTS (TYP.)
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USE SIMPSON STRONG
TIE POST TO BEAM
EXTEND POST TO 4X6 POST CONNECTOR (TYP.)
TOP OF BEAM OR (TYP.)
ADD SOLID BLOCKING
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SEPTE 51 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.com Sam iOdesignbysamI.com 6 MANNING STREET
SAT.FM. MA 0197(1