HomeMy WebLinkAbout15 Southwest plans 172 X 8 PRESSURE TREATED RIM J015T
HANG JOISTS W/ SIMPSON LU52 10 HANGERS
2- 2 X 1 2 PRESSURE TREATED BEAM
ON G" X G" PRESSURE TREATED COLUMNS
ON 1 2" DIA. CONCRETE FOOTINGS 48" DEEP
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2 X 8 PRESSURE TREATED DECK HEADER
HANG JOISTS W/ SIMPSON LU52 10 HANGERS
* LAG TO HOUSE @ 1 2" O.C. (STAGGERED)
FIRST FLOOR FRAMING
3/16" = 1'-0"
BUILD UP ROOF AS REQUIRED
FOR WATER FLOW
ROOF PLAN
3/16" = 1'-0"
29' - 10 1 /2"
No
' -G G'-85/8" G'-85/5" G'-85/8" G'-65/8" 1'- "
2 X 8 PRESSURE TREATED JOISTS @ I G" O.C.
2 X 10 FLOOR J015T5 @ I G" O.C. 2 X 10 RIM JOISTS
(TYPICAL EACH END)
PROVIDE CRO55 BRACING @ MID -SPAN
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_ CENTER BEAM
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EXISTING STRUCTURE
TO REMAIN UNMODIFIED
EXISTING CENTER BEAM
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2-PLY LVL J015T TO MATCH EXISTING 51ZE
(TYPICAL OUTER PERIMETER)
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MATCH NEW JOIST 51ZE W/ EXISTING
REPLACE CROSS BRACING @ MID -SPAN
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SECOND FLOOR FRAMING
3/16" = 1'-0"
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7/6" LVL RIDGE BEAM (2-PLY) v
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BUILD UP ROOF \� /
TO ALLOW WATER FLOW
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2-PLY LVL BEAM
3-PLY 7-1 /4" LVL RAFTERS
(TYPICAL EACH SIDE)
ROOF FRAMIING
3/16" = 1'-0'°
2X8RAFTERS @IG"O.C.
1 1 -7/8" LVL R
-AM # I (4-PLY)
LUS2 10 HANGERS
(STAGGERED)
\l LU52 10 HANGERS
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DGE BEAM (I -PLY) — —�
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GENERAL NOTES
No.
Description
Date
1
Full Draft (NOT ISSUED FOR
CONSTRUCTION)
4/6/2022
2
Revised per Customer Email Dated
4/18/2022 (NOT ISSUED FOR
CONSTRUCTION)
4/26/2022
3
Adjustments to Front Bumpout
5/20/2022
5
ISSUED FOR CONSTRUCTION
9/1/2022
6
Adjust 3-Season Room Dimension
12/22/2022
These plans are for the construction of one building only and are not to be
coped in any form without the expressed written consent of Burden
Professional Drafters. The design of these plans have been reviewed by Burden
Professional Drafters. It is the responsibility of the contractor(s) # owner(s) to
review the drawings for errors or omissions prior the start of the project. These
plans are to be used in conjunction with other construction documents (i.e.
professional engineered site � structural plans, construction specifications, etc).
The contractor(s) * owner(s) shall not scale these drawmgs, visual dimensions
supersede any scaled dimensions. Any discrepancies shall be brought to the
attention of Burden Professional Drafters for review prior to the commencement
of the project.
The general contractor shall not scale drawings for measurements, but shall
verify on site that all levels # measurements for complete assembly and
installation of their work are correct. Minor details of the work not specifically
shown on the drawings shall be assumed by the contractor on site in conjunction
with the buiidmg code and local code * laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON 15 RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY A5 SHOWN IN THI5 PLAN SET � 15
NOT LIABLE FOR THE C05T OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
THE BURDEN COMPANY
Professional Drafting Services
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
Wojcik Construction Co.,
15 Southwest Drive
S. Yarmouth, MA
Inc.
Framing Plans
Project number
22-004
Date 4/6/2022
Drawn by
MJ B
Checked by
MJ B
S-2
Scale 3/16"
= 1 °-0"
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