Beam 1: Beam 1 shall have a maximum clear span of 18'-3" and is located between the basement living room and hallway. ○ This beam will support tributary loading from the 1st, floor, 2nd floor, ceiling, and roof framing. ○ We recommend installing one of the following: - A triple 1¾”x24” 2.0E LVL beam supported by 5¼”x5¼” 1.8E Parallam PSL columns at each end. - A W12x45 steel beam supported by HSS 5"x5"x¼" steel columns at each end. ○ The steel columns shall bear onto a concrete footing that is verified, or installed, as equivalent to 42"x42"x12" thick concrete footing with #4 bars at 9" o.c. each way each way for reinforcement. Beam 2: Beam 2 shall have a maximum clear span of 18'-3" and is located in the basement media room and hallway. ○ This beam will support tributary loading from the 1st floor & 2nd floor framing. ○ We recommend installing one of the following: - A triple 1/4"x18" 2.0E LVL beam - A double 1/4"x24" 2.0E LVL beam ○ Both ends shall be supported by a triple 2x6 SPF #2 packed stud column. ○ The packed stud columns shall bear onto a concrete footing that is verified, or installed, as equivalent to 30"x30"x12" thick concrete footing with #4 bars at 9" o.c. each way each way for reinforcement. Additional Requirements/Specifications: ○ Simpson post caps and bases required for wood beams to column and column to concrete connections. ○ 3/4” A36 steel base plates are required at steel columns to concrete locations. PROPOSED PLAN FINISHED STORAGE "Furr out walls, drywall and add flooring 374" FINISHED WORKSHOP *Furr out walls, drywall and add flooring 271" New Lam Pia to be removed P FINISHED WORKSHOP "Furr out walls, drywall and add flooring UTILITY This yll require replacing windows 263" TV ROOM CH-109-112 1ST FLOOR, CEILING & ROOF Extend 1ST FLOOR, 2ND FLOOR, CEILING & ROOF 1ST FLOOR, CEILING & ROOF UNFINISHED STORAGE 149" NEW BATH CH-TBD GAME ROOM CH-106" B OFFICE CH-106-1/2 NEW CL ·58% 16" NEW CL ·50%" D 183 BEDROOM CH-106 1/2" wwwwww 129 ° 910
Beam 1: Beam 1 shall have a maximum clear span of 18'-3" and is located between the basement living room and hallway. ○ This beam will support tributary loading from the 1st, floor, 2nd floor, ceiling, and roof framing. ○ We recommend installing one of the following: - A triple 1¾”x24” 2.0E LVL beam supported by 5¼”x5¼” 1.8E Parallam PSL columns at each end. - A W12x45 steel beam supported by HSS 5"x5"x¼" steel columns at each end. ○ The steel columns shall bear onto a concrete footing that is verified, or installed, as equivalent to 42"x42"x12" thick concrete footing with #4 bars at 9" o.c. each way each way for reinforcement. Beam 2: Beam 2 shall have a maximum clear span of 18'-3" and is located in the basement media room and hallway. ○ This beam will support tributary loading from the 1st floor & 2nd floor framing. ○ We recommend installing one of the following: - A triple 1/4"x18" 2.0E LVL beam - A double 1/4"x24" 2.0E LVL beam ○ Both ends shall be supported by a triple 2x6 SPF #2 packed stud column. ○ The packed stud columns shall bear onto a concrete footing that is verified, or installed, as equivalent to 30"x30"x12" thick concrete footing with #4 bars at 9" o.c. each way each way for reinforcement. Additional Requirements/Specifications: ○ Simpson post caps and bases required for wood beams to column and column to concrete connections. ○ 3/4” A36 steel base plates are required at steel columns to concrete locations. PROPOSED PLAN FINISHED STORAGE "Furr out walls, drywall and add flooring 374" FINISHED WORKSHOP *Furr out walls, drywall and add flooring 271" New Lam Pia to be removed P FINISHED WORKSHOP "Furr out walls, drywall and add flooring UTILITY This yll require replacing windows 263" TV ROOM CH-109-112 1ST FLOOR, CEILING & ROOF Extend 1ST FLOOR, 2ND FLOOR, CEILING & ROOF 1ST FLOOR, CEILING & ROOF UNFINISHED STORAGE 149" NEW BATH CH-TBD GAME ROOM CH-106" B OFFICE CH-106-1/2 NEW CL ·58% 16" NEW CL ·50%" D 183 BEDROOM CH-106 1/2" wwwwww 129 ° 910
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter28: Structural Components Of Framed Construction
Section: Chapter Questions
Problem 28.4Q
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