HomeMy WebLinkAboutArchitectural PlansPO Box 26
Raynham Center, MA 02768
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
PLAN REVISIONS
New Residence For:12/24/2022 10:24:45 AM15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
Sheet List
Sheet
Number Sheet Name Current
Revision
Current
Revision Date
A-0 Title Page 6 12/22/2022
A-1 Existing Basement Plan 6 12/22/2022
A-2 Existing First Floor Plan 6 12/22/2022
A-3 Existing Second Floor Plan 6 12/22/2022
A-4 Existing Elevations 6 12/22/2022
A-5 Existing Elevations 5 9/1/2022
A-6 Demolition Plans 6 12/22/2022
A-7 Proposed Basement Plan 6 12/22/2022
A-8 Proposed First Floor Plan 6 12/22/2022
A-9 Proposed Second Floor Plan 6 12/22/2022
A-10 Proposed Elevations 5 9/1/2022
A-11 Proposed Elevations 6 12/22/2022
A-12 Cross Sections & Details 6 12/22/2022
A-13 Construction Details 5 9/1/2022
A-14 Master Bedroom Elevations 6 12/22/2022
S-1 Foundation Plan 5 9/1/2022
S-2 Framing Plans 6 12/22/2022
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
4 Slider revision, Master Bedroom
Elevations
8/20/2022
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
DN
UP
3' - 8 1/2"6' - 10 1/2"
6
8
9
8' - 4 7/8"4' - 0"2' - 7 5/8"
EXISTING CRAWL SPACE
C C
6' - 0"10' - 1"6' - 0"
2' - 6"7' - 0"2' - 6"20' - 0"22' - 1"2' - 0"30' - 0"32' - 0"12' - 4"26' - 3"15' - 6"
54' - 1"8' - 0"PLAY ROOM
BATH
UTILITY
6
C
C
3
3 1/2"10' - 3 1/2"
3 1/2"
10' - 11"3 1/2"
3 1/2"1' - 4 1/2"
3 1/2"
19' - 10"3 1/2"
54' - 1"5' - 0 1/2"11' - 11 1/2"12' - 0 1/2"10' - 11 1/2"40' - 0"4' - 4 1/2"11' - 7 1/2"3 1/2"8' - 11"3' - 6"3 1/2"2' - 9 3/4"7' - 10 3/4"3 1/2"10' - 0"6' - 0"4
16' - 0"2
10
C
3-SEASON ROOM
LAUNDRY
CLO.
F
8' - 10 1/2"6' - 7 1/2"
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:46 AMA-1
Existing Basement
Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 EXISTING BASEMENT
Existing Door Schedule
MK Count Unit Size DescriptionWidthHeight
1 1 3' - 0"6' - 8"2-Lite Steel Exterior
2 1 2' - 8"6' - 8"9-Lite Steel Exterior
3 1 2' - 6"6' - 8"9-Lite Steel Exterior
4 1 6' - 0"6' - 8"15 Lite Vinyl Sliding Patio
5 1 12' - 0"6' - 6"15-Lite/ 4-Panel Sliding Patio
6 8 2' - 6"6' - 8"6 Panel Hollow Core Interior
7 2 2' - 3"6' - 8"6-Panel Hollow Core Interior
8 1 2' - 0"6' - 8"6-Panel Hollow Core Interior
9 2 4' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
10 1 5' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
Existing Window Schedule
MK Count Rough Opening DescriptionWidthHeight
A 5 3' - 0"5' - 0"Double Hung Low-E Aluminum Clad
A1 1 6' - 5"1' - 0"Picture Low-E Aluminum Clad
A2 1 4' - 5"1' - 0"Picture Low-E Aluminum Clad
C 6 2' - 6"3' - 5"Double Hung Low-E Aluminum Clad
D 2 2' - 0"3' - 6"Double Hung Low-E Aluminum Clad
D1 1 4' - 5"1' - 0"Picture Low-E Aluminum Clad
D2 1 2' - 5"1' - 0"Picture Low-E Aluminum Clad
E 1 4' - 0 1/4"4' - 0"Awning Low-E Aluminum Clad
F 1 4' - 5 1/2"4' - 1"Vinyl Double Hung/ Triple Mullion
F1 1 2' - 5"1' - 0"Picture Low-E Aluminum Clad
G 1 8' - 11 3/8"4' - 10"Bowed Casement Aluminum Clad
H 4 2' - 6"4' - 9 1/2"Double Hung Low-E Aluminum Clad
NOTES:
1.CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR SIZES BEING REPLACED
2.EXISTING WINDOWS ARE ANDERSON ALUMINUM CLAD WINDOWS
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
REF.DWDN
UP
2' - 6"3' - 6"3' - 6"2' - 6"8' - 2 7/8"9' - 5 5/8"2' - 3 1/2"
12' - 0"20' - 0"
6' - 1"6' - 3"7' - 8"18' - 7"15' - 6"8' - 0"30' - 0"2' - 0"4' - 0"4' - 0"8' - 0"BASEMENT LEVEL BELOW
12' - 4"41' - 9"
54' - 1"9' - 10 1/2"26' - 0"7' - 11"8' - 1"19' - 7"4' - 0"5' - 9 5/8"20' - 2 3/8"5 1/2"11' - 6 1/2"
3 1/2"
2' - 2 1/4"17' - 6 1/4"3 1/2"
1
5
G
D1D D
A
A
A1A A
A
EXISTING COMPOSITE DECK
DINING ROOM
KITCHEN
LIVING ROOM
16' - 9"13' - 3"24' - 0"Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:47 AMA-2
Existing First Floor
Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 EXISTING FIRST FLOOR
Existing Door Schedule
MK Count Unit Size DescriptionWidthHeight
1 1 3' - 0"6' - 8"2-Lite Steel Exterior
2 1 2' - 8"6' - 8"9-Lite Steel Exterior
3 1 2' - 6"6' - 8"9-Lite Steel Exterior
4 1 6' - 0"6' - 8"15 Lite Vinyl Sliding Patio
5 1 12' - 0"6' - 6"15-Lite/ 4-Panel Sliding Patio
6 8 2' - 6"6' - 8"6 Panel Hollow Core Interior
7 2 2' - 3"6' - 8"6-Panel Hollow Core Interior
8 1 2' - 0"6' - 8"6-Panel Hollow Core Interior
9 2 4' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
10 1 5' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
Existing Window Schedule
MK Count Rough Opening DescriptionWidthHeight
A 5 3' - 0"5' - 0"Double Hung Low-E Aluminum Clad
A1 1 6' - 5"1' - 0"Picture Low-E Aluminum Clad
A2 1 4' - 5"1' - 0"Picture Low-E Aluminum Clad
C 6 2' - 6"3' - 5"Double Hung Low-E Aluminum Clad
D 2 2' - 0"3' - 6"Double Hung Low-E Aluminum Clad
D1 1 4' - 5"1' - 0"Picture Low-E Aluminum Clad
D2 1 2' - 5"1' - 0"Picture Low-E Aluminum Clad
E 1 4' - 0 1/4"4' - 0"Awning Low-E Aluminum Clad
F 1 4' - 5 1/2"4' - 1"Vinyl Double Hung/ Triple Mullion
F1 1 2' - 5"1' - 0"Picture Low-E Aluminum Clad
G 1 8' - 11 3/8"4' - 10"Bowed Casement Aluminum Clad
H 4 2' - 6"4' - 9 1/2"Double Hung Low-E Aluminum Clad
NOTES:
1.CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR SIZES BEING REPLACED
2.EXISTING WINDOWS ARE ANDERSON ALUMINUM CLAD WINDOWS
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
DN
H H
6
9
7
6
6
6
6
6
OPEN TO FIRST FLOOR BELOW
BEDROOM #1 BEDROOM #2
BEDROOM #3
CLOSETCLOSETCLOSETOPEN TO FIRST FLOOR BELOW
3 1/2"11' - 0"3 1/2"3' - 3"3 1/2"4' - 2"3 1/2"6' - 1"3 1/2"3 1/2"
8' - 8 1/4"
3 1/2"
2' - 2 1/4"
3 1/2"
10' - 0 1/2"3 1/2"3 1/2"14' - 6 1/2"3 1/2"3 1/2"
8' - 6"
3 1/2"
12' - 8 1/2"3 1/2"
6' - 0"10' - 1"6' - 0"
22' - 1"7' - 0"11' - 11 1/2"C
H
H
4' - 5 1/2"17' - 7 1/2"
22' - 1"
2' - 4"
3 1/2"
3' - 0"
3 1/2"
2' - 0"
3 1/2"
13' - 3 1/2"
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:47 AMA-3
Existing Second Floor
Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 EXISTING SECOND FLOOR
Existing Door Schedule
MK Count Unit Size DescriptionWidthHeight
1 1 3' - 0"6' - 8"2-Lite Steel Exterior
2 1 2' - 8"6' - 8"9-Lite Steel Exterior
3 1 2' - 6"6' - 8"9-Lite Steel Exterior
4 1 6' - 0"6' - 8"15 Lite Vinyl Sliding Patio
5 1 12' - 0"6' - 6"15-Lite/ 4-Panel Sliding Patio
6 8 2' - 6"6' - 8"6 Panel Hollow Core Interior
7 2 2' - 3"6' - 8"6-Panel Hollow Core Interior
8 1 2' - 0"6' - 8"6-Panel Hollow Core Interior
9 2 4' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
10 1 5' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
Existing Window Schedule
MK Count Rough Opening DescriptionWidthHeight
A 5 3' - 0"5' - 0"Double Hung Low-E Aluminum Clad
A1 1 6' - 5"1' - 0"Picture Low-E Aluminum Clad
A2 1 4' - 5"1' - 0"Picture Low-E Aluminum Clad
C 6 2' - 6"3' - 5"Double Hung Low-E Aluminum Clad
D 2 2' - 0"3' - 6"Double Hung Low-E Aluminum Clad
D1 1 4' - 5"1' - 0"Picture Low-E Aluminum Clad
D2 1 2' - 5"1' - 0"Picture Low-E Aluminum Clad
E 1 4' - 0 1/4"4' - 0"Awning Low-E Aluminum Clad
F 1 4' - 5 1/2"4' - 1"Vinyl Double Hung/ Triple Mullion
F1 1 2' - 5"1' - 0"Picture Low-E Aluminum Clad
G 1 8' - 11 3/8"4' - 10"Bowed Casement Aluminum Clad
H 4 2' - 6"4' - 9 1/2"Double Hung Low-E Aluminum Clad
NOTES:
1.CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR SIZES BEING REPLACED
2.EXISTING WINDOWS ARE ANDERSON ALUMINUM CLAD WINDOWS
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
BASEMENT TOP PLATE
3'-7"
D D
D1
D2
G
C C
HH
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
BASEMENT TOP PLATE
3'-7"
3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
A A
E
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:48 AMA-4
Existing Elevations
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 EXISTING FRONT ELEVATION PLAN
1/4" = 1'-0"2 EXISTING LEFT ELEVATION PLAN
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
BASEMENT TOP PLATE
3'-7"
3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
C
C
5 A A
A1
A2
F
F1
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
BASEMENT TOP PLATE
3'-7"
3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
H H
CC 2
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:49 AMA-5
Existing Elevations
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 EXISTING REAR ELEVATION PLAN
1/4" = 1'-0"2 EXISTING RIGHT ELEVATION PLAN
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
REF.DWEXISTING DECK TO BE REMOVED
DEMO & RE-FRAME EXISTING
FRONT WALL TO NEW LAYOUT
REMOVE & REPLACE
ALUMINUM GUTTERS
DEMO EXISTING BATHROOM TO STUDS
& RE-FRAME ACCORDING TO NEW PLANS
DEMO EXISTING 3-SEASON ROOF
RE-FRAME AS REQUIRED
FOR NEW WINDOWS
REMOVE FRAMING
FOR NEW OPENING
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
3/16" = 1'-0"12/24/2022 10:24:50 AMA-6
Demolition Plans
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
3/16" = 1'-0"1 DEMOLITION FIRST FLOOR
3/16" = 1'-0"2 DEMOLITION SECOND FLOOR
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
DN
UP
B
A-12
A
A-12
1
A-13
3' - 8 1/2"6' - 10 1/2"
8' - 4 7/8"4' - 0"2' - 7 5/8"
EXISTING CRAWL SPACE
6' - 0"10' - 1"6' - 0"
2' - 6"7' - 0"2' - 6"20' - 0"22' - 1"2' - 0"30' - 0"32' - 0"12' - 4"26' - 3"15' - 6"
54' - 1"8' - 0"3 1/2"10' - 3 1/2"
3 1/2"
10' - 11"3 1/2"
3 1/2"1' - 4 1/2"
3 1/2"
19' - 10"3 1/2"
54' - 1"5' - 0 1/2"11' - 11 1/2"12' - 0 1/2"10' - 11 1/2"40' - 0"4' - 4 1/2"11' - 7 1/2"3 1/2"8' - 11"3' - 6"3 1/2"2' - 9 3/4"7' - 10 3/4"3 1/2"10' - 0"6' - 0"16' - 0"7' - 9"7' - 9"
3-SEASON ROOM
PLAY ROOM
BATH
LAUNDRY
CLO.
H H
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:50 AMA-7
Proposed Basement
Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 PROPOSED BASEMENT
Proposed Door Schedule
MK Count Unit Size DescriptionWidthHeight
1 1 3' - 0"6' - 8"2-Lite Steel Exterior
2 1 2' - 8"6' - 8"9-Lite Steel Exterior
3 1 2' - 6"6' - 8"9-Lite Steel Exterior
4 1 6' - 0"6' - 8"15 Lite Vinyl Sliding Patio
5 1 12' - 0"6' - 6"15-Lite/ 4-Panel Sliding Patio
6 9 2' - 6"6' - 8"6 Panel Hollow Core Interior
7 4 2' - 3"6' - 8"6-Panel Hollow Core Interior
8 1 2' - 0"6' - 8"6-Panel Hollow Core Interior
9 2 4' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
10 1 5' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
13 1 6' - 0"6' - 8"
Proposed Window Schedule
MK Count Unit Opening DescriptionWidthHeight
A 3 3' - 0"7' - 10 3/4" Large Picture w/ 24" Awning Above Low-E Aluminum Clad
B 4 2' - 7"6' - 2 3/4"Large Picture w/ 24" Awning Above Low-E Aluminum Clad
D 2 2' - 0"2' - 0"Awning Low-E Aluminum Clad
G 4 3' - 0 9/16"2' - 0 1/2"Awning Low-E Aluminum Clad
H 4 2' - 6"<varies>Double Hung Low-E Aluminum Clad
J 1 2' - 6 1/4"2' - 7 3/4"Awning Low-E Aluminum Clad
NOTES:
1.CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR SIZES BEING REPLACED
2.NEW WINDOWS SHALL BE MARVIN INTEGRITY WINDOWS. CONTRACTOR
SHALL VERIFY ALL R.O. SIZES WITH MANUFACTURER PRIOR TO ORDERING
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
REF.DWDN
UP
DN
B
11' - 10 1/2"18' - 0"8' - 8 1/2"15' - 6"
54' - 1"
9' - 0"9' - 0"
2' - 6"7' - 0"2' - 6"4' - 6"11' - 0"4' - 6"
CATHEDRAL CEILINGS (TYPICAL)
5
8' - 3"7' - 9"1
19' - 8"
5' - 6"5' - 6"2' - 0"2' - 6"3' - 0"12' - 0"20' - 0"22' - 1"
B
20' - 2 3/8"5' - 9 5/8"4' - 0"8' - 0"5 1/2"11' - 6 1/2"
3 1/2"
2' - 2 1/4"17' - 6 1/4"
3 1/2"
54' - 1"41' - 11 1/2"BASEMENT LEVEL BELOW
3' - 6"3' - 6"2' - 0"30' - 0"8' - 0"40' - 0"LIVING ROOM
KITCHEN
DINING ROOM 16' - 0"16' - 0"FAMILY ROOM
B12' - 0"NEW COMPOSITE DECK
B
A-12
A
A-12
1
A-13
A
B
16' - 9"13' - 3"24' - 0"12" CONCRETE FOOTINGS
W/ SPREAD FOOTINGS
(TYPICAL EACH CORNER)
IN EXISTING SLIDER OPENING
CREATE CASED OPENING
NEW 12" X 16" CONCRETE FOOTING TO BE
PLACED UNDER EXISTING REAR BUMPOUT
(SEE SHEET A-12 SECTION "A" FOR DETAILS)
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:51 AMA-8
Proposed First Floor
Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 PROPOSED FIRST FLOOR
Proposed Door Schedule
MK Count Unit Size DescriptionWidthHeight
1 1 3' - 0"6' - 8"2-Lite Steel Exterior
2 1 2' - 8"6' - 8"9-Lite Steel Exterior
3 1 2' - 6"6' - 8"9-Lite Steel Exterior
4 1 6' - 0"6' - 8"15 Lite Vinyl Sliding Patio
5 1 12' - 0"6' - 6"15-Lite/ 4-Panel Sliding Patio
6 9 2' - 6"6' - 8"6 Panel Hollow Core Interior
7 4 2' - 3"6' - 8"6-Panel Hollow Core Interior
8 1 2' - 0"6' - 8"6-Panel Hollow Core Interior
9 2 4' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
10 1 5' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
13 1 6' - 0"6' - 8"
Proposed Window Schedule
MK Count Unit Opening DescriptionWidthHeight
A 3 3' - 0"7' - 10 3/4" Large Picture w/ 24" Awning Above Low-E Aluminum Clad
B 4 2' - 7"6' - 2 3/4"Large Picture w/ 24" Awning Above Low-E Aluminum Clad
D 2 2' - 0"2' - 0"Awning Low-E Aluminum Clad
G 4 3' - 0 9/16"2' - 0 1/2"Awning Low-E Aluminum Clad
H 4 2' - 6"<varies>Double Hung Low-E Aluminum Clad
J 1 2' - 6 1/4"2' - 7 3/4"Awning Low-E Aluminum Clad
NOTES:
1.CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR SIZES BEING REPLACED
2.NEW WINDOWS SHALL BE MARVIN INTEGRITY WINDOWS. CONTRACTOR
SHALL VERIFY ALL R.O. SIZES WITH MANUFACTURER PRIOR TO ORDERING
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
4 Slider revision, Master Bedroom
Elevations
8/20/2022
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
DN
DN 4' - 0"5 1/2"3 1/2"3' - 4"3' - 0"3 1/2"14' - 6 1/2"3 1/2"13
7
6
BEDROOM #1 BEDROOM #2
BATH
LINENBATH
CLOSET
MASTER
BEDROOM
8' - 6"
3 1/2"
3' - 1"
3 1/2"
5' - 6 1/2"
3 1/2"
3' - 6"
3 1/2"
11' - 5 1/2"
7
3' - 2"
3 1/2"
3' - 1 1/2"
3 1/2"
1' - 0 1/2"
3 1/2"
7
J
7' - 9"7' - 9"
36" HIGH WALL
W/ GLASS PANEL ABOVE
D
6
D
H3' - 0"9' - 1 1/4"H 3' - 0"11' - 5 1/4"4' - 1"19' - 6 1/2"38' - 0 3/4"15' - 6"
3 1/2"8' - 8 1/4"
3 1/2"
2' - 2 1/4"
3 1/2"
10' - 0 1/2"3 1/2"3 1/2"11' - 0"3 1/2"3' - 3"3 1/2"1' - 3 1/2"3' - 5"3 1/2"5' - 6 1/2"3 1/2"OPEN TO FIRST FLOOR BELOW
B
A-12
A
A-12
1
A-13
9
NOT SHOWN
NOT SHOWN
3 3
A-14
1
4
3
2
1' - 11 1/2"
NOT SHOWN
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:52 AMA-9
Proposed Second
Floor Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 PROPOSED SECOND FLOOR
Proposed Door Schedule
MK Count Unit Size DescriptionWidthHeight
1 1 3' - 0"6' - 8"2-Lite Steel Exterior
2 1 2' - 8"6' - 8"9-Lite Steel Exterior
3 1 2' - 6"6' - 8"9-Lite Steel Exterior
4 1 6' - 0"6' - 8"15 Lite Vinyl Sliding Patio
5 1 12' - 0"6' - 6"15-Lite/ 4-Panel Sliding Patio
6 9 2' - 6"6' - 8"6 Panel Hollow Core Interior
7 4 2' - 3"6' - 8"6-Panel Hollow Core Interior
8 1 2' - 0"6' - 8"6-Panel Hollow Core Interior
9 2 4' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
10 1 5' - 0"6' - 8"6 Panel Hollow Core Interior Bi-Fold
13 1 6' - 0"6' - 8"
Proposed Window Schedule
MK Count Unit Opening DescriptionWidthHeight
A 3 3' - 0"7' - 10 3/4" Large Picture w/ 24" Awning Above Low-E Aluminum Clad
B 4 2' - 7"6' - 2 3/4"Large Picture w/ 24" Awning Above Low-E Aluminum Clad
D 2 2' - 0"2' - 0"Awning Low-E Aluminum Clad
G 4 3' - 0 9/16"2' - 0 1/2"Awning Low-E Aluminum Clad
H 4 2' - 6"<varies>Double Hung Low-E Aluminum Clad
J 1 2' - 6 1/4"2' - 7 3/4"Awning Low-E Aluminum Clad
NOTES:
1.CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR SIZES BEING REPLACED
2.NEW WINDOWS SHALL BE MARVIN INTEGRITY WINDOWS. CONTRACTOR
SHALL VERIFY ALL R.O. SIZES WITH MANUFACTURER PRIOR TO ORDERING
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
4 Slider revision, Master Bedroom
Elevations
8/20/2022
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
BASEMENT TOP PLATE
3'-7"
SEAMLESS METAL ROOF
(COLOR BY OWNER)
NEW WHITE CEDAR SHINGLES
(TO MATCH EXISTING)
MARVIN ULTIMATE LOW-E
ALUMINUM CLAD WINDOWS 1
ALL SECOND FLOOR WINDOWS
TO BE REPLACED WITH SAME SIZE AS EXISTING
ALL BASEMENT WINDOWS
TO BE REPLACED WITH SAME SIZE AS EXISTING55NEW FRONT DOOR AWNING
(SEAMLESS METAL ROOF)
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
BASEMENT TOP PLATE
3'-7"
3-SEASON FLOOR
-1'-6 1/2"
5
12
10NEW COMPOSITE DECK
NW/ PVC RAILINGS
MARVIN ULTIMATE LOW-E
ALUMINUM CLAD WINDOWS
NEW CORNER BOARDS
TO MATCH EXISTING
NEW FASCIA BOARDS
TO MATCH EXISTING
NEW ALUMINUM GUTTERS & DOWNSPOUTS
NEW ARCHITECTURAL ROOF SHINGLES
(COLOR TO MATCH EXISTING)
SECOND FLOOR TOP PLATE
12'-0 3/4"
3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
ARCHITECTURAL ROOF SHINGLES
(COLOR TO MATCH EXISTING)
NEW ALUMINUM GUTTERS & DOWNSPOUTS
NEW 1 X 8 AZECK FASCIA
TO MATCH EXISTING
6" X 6" PRESSURE TREATED COLUMNS
WRAPPED IN WHITE AZECK SLEEVE
PVC RAILINGS
COMPOSITE DECKING
ON RUBBER MEMBRANE
(PITCH MEMBRANE TOWARD OUTER EDGE)
EXISTING 3-SEASON ROOM TO REMAIN
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:53 AMA-10
Proposed Elevations
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 PROPOSED FRONT ELEVATION PLAN
1/4" = 1'-0"2 PROPOSED LEFT ELEVATION PLAN
1/4" = 1'-0"3 MASTER BEDROOM ELEVATION
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
10
127
12
BUILD UP EXISTING ROOF TO ALLOW
FOR WATER TO FLOW OFF ROOF
NEW RAKE BOARDS
TO MATCH EXISTING
NEW COMPOSITE DECK
W/ PVC RAILINGS
NEW WHITE CEDAR SHINGLES
TO MATCH EXISTING
NEW CORNER BOARDS
TO MATCH EXISTING
NEW 6" X 6" PRESSURE TREATED COLUMNS
WRAPPED IN WHITE AZECK SLEEVES
NEW ARCHITECTURAL ROOF SHINGLES
(COLOR TO MATCH EXISTING)
J
13
5
H H
G G G G
1' - 8 1/4"0"
FIRST FLOOR
0'-0"
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
FOUNDATION
-0'-10"FINISH GRADE
-1'-6"
BASEMENT TOP PLATE
3'-7"
3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
D D
H
6" X 6" PRESSURE TREATED COLUMNS
WRAPPED IN WHITE AZECK SLEEVES
FIRST FLOOR
0'-0"
FOUNDATION
-0'-10"
FIRST FLOOR TOP PLATE
7'-6 1/2"10NEW ARCHITECTURAL ROOF SHINGLES
(COLOR TO MATCH EXISTING)
NEW ALUMINUM GUTTERS & DOWNSPOUTS
NEW 1 X 8 AZECK TRIM BOARDS
TO MATCH EXISTING
MARVIN INTEGRITY ALUMINUM CLAD WINDOWS
NEW WHITE CEDAR SHINGLES
TO MATCH EXISTING
NEW AZECK CORNER BOARDS
TO MATCH EXISTING
NEW COMPOSITE DECKING
W/ PVC RAILINGS
B B B
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/4" = 1'-0"12/24/2022 10:24:54 AMA-11
Proposed Elevations
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"1 PROPOSED REAR ELEVATION PLAN
1/4" = 1'-0"2 PROPOSED RIGHT ELEVATION PLAN
1/4" = 1'-0"3 3-SEASON ROOM ELEVATION
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
FIRST FLOOR
0'-0"
FINISH GRADE
-1'-6"
FIRST FLOOR TOP PLATE
7'-6 1/2"
ADDITION FOOTING
-4'-0"
CONCRETE FOUNDATION
NEW 8" CONCRETE FOUNDATION
W/ 2-#4 REINFORCING BARS (TOP TIE)
& DAMPPROOFING EXTERIOR
(MIN. 48" BELOW FINISH GRADE)
FIRST FLOOR DECK
NEW 2 X 10 FLOOR JOISTS @16" O.C.
W/ R-30 BATT INSULATION
3/4" ADVANTECH SUBFLOOR
& FINISH FLOORING (TYPE BY OWNER)
FIRST FLOOR WALLS
NEW 2 X 6 STUD WALL @16" O.C.
W/ 1/2" GYPSUM WALL BOARD
R-21 CLOSED CELL SPRAY FOAM INSULATION
1/2" CDX PLYWOOD SHEATHING
"TYVECK" HOUSEWRAP OR EQUAL
& WHITE CEDAR SHINGLES (TO MATCH EXISTING)
ROOF RAFTERS
NEW 2 X 10 RAFTERS @16" O.C.
W/ 1/2" GYPSUM WALL BOARD (CEILINGS)
R-38 CLOSED CELL SPRAY FOAM INSULATION
5/8" CDX PLYWOOD INSULATION
15# FELT PAPER
ICE & WATER (ALL EVES, VALLEYS, & PLANE CHANGES)
& ARCHITECTURAL ROOF SHINGLES
(COLOR TO MATCH EXISTING)
LVL RIDGE BEAM
3-2 X 12 CENTER BEAM
3-1/2" DIA. LALLY COLUMN
S-1
2
S-1
3
A-13
2
A-12
5
A-12
6
SECOND FLOOR TOP PLATE
12'-0 3/4"
3-SEASON TOP PLATE
5'-5 1/2"
3-SEASON FLOOR
-1'-6 1/2"
EXISTING FOUNDATION
EXISTING CMU FOUNDATION
FIRST FLOOR WALLS
EXISTING 2 X 6 STUD WALL
TO REMAIN UNMODIFIED
SECOND FLOOR DECK
NEW 2 X 8 FLOOR JOISTS @12" O.C.
W/ 1/2" GYPSUM WALL BOARD (CEILINGS)
3/4" ADVANTECH SUBFLOOR
& FINISH FLOORING (TYPE BY OWNER)
SECOND FLOOR WALLS
NEW 2 X 6 STUD WALLS @16" O.C.
W/ 1/2" GYPSUM WALL BOARD (INTERIOR)
R-21 CLOSED CELL SPRAY FOAM INSULATION
1/2" CDX PLYWOOD SHEATHING
"TYVECK" HOUSEWRAP OR EQUAL
& WHITE CEDAR SHINGLES
(TO MATCH EXISTING)
ROOF RAFTERS
2 X 10 RAFTERS @16" O.C.
W/ 1/2" GYPSUM WALL BOARD (CEILINGS)
R-38 CLOSED CELL SPRAY FOAM INSULATION
5/8" CDX PLYWOOD SHEATHING
15# FELT PAPER
ICE & WATER (ALL EVES, VALLEYS, & PLANE CHANGES)
& ARCHITECTURAL ROOF SHINGLES
(COLOR TO MATCH EXISTING)
EXISTING FLOOR SLAB
A-12
4
A-12
3
A-12
2
A-12
1
NEW FOOTING
NEW 12" HIGH X 16" WIDE FOOTING
DIG & POUR IN 48" SECTIONS
INCLUDE HORIZONTAL & VERTICAL KEYWAY
CONTINUOUS RIDGE VENT
LVL RIDGE BEAM
(SEE FRAMING PLANS FOR SIZE)
2 X 10 RAFTERS @16" O.C.
W/ 5/8" CDX PLYWOOD SHEATHING
15# FELT PAPER
& ARCHITECTURAL ROOF SHINGLES
(COLOR BY OWNER)
2X DOUBLE TOP PLATE
2X STUD WALL
(SEE SECTION FOR DETAILS)
1 X 12 AZECK SOFFIT
W/ VENTILATION AS REQUIRED
1 X 8 AZECK TRIM BOARD
TO MATCH EXISTING
2 X 10 RAFTERS @16" O.C.
W/ 1/2" CDX PLYWOOD SHEATHING
15# FELT PAPER
ICE & WATER (ALL EVES & VALLEYS)
& ARCHITECTURAL ROOF SHINGLES
(COLOR BY OWNER)
HURRICANE CLIPS
@ ALL CONNECTIONS
R-38 CLOSED CELL INSULATION
HEADER TO MATCH JOISTS
(SEE CROSS-SECTION FOR SIZE)
FLOOR JOISTS
(SEE CROSS-SECTION FOR SIZE & SPACING)
FINISH FLOOR
ON 3/4" ADVANTECH SUBFLOOR
2 X 6 BOTTOM PLATE
2 X 6 STUD WALL @16" O.C.
W/ 1/2" CDX PLYWOOD SHEATHING
"TYVECK" HOUSEWRAP OR EQUAL
& VINYL SIDING (COLOR BY OWNER)
2 X 6 STUD WALL @16" O.C.
W/ 1/2" CDX PLYWOOD SHEATHING
"TYVECK" HOUSEWRAP OR EQUAL
& VINYL SIDING (COLOR BY OWNER)
TOP OF WALL
BOTTOM OF WALL
DOUBLE 2 X 6 TOP PLATE
3-2 X 12 HEADER
2-2 X 6
DOORWAY OPENING
+/- 6'-10"TOP OF WALL
BOTTOM OF WALL
DOUBLE 2 X 6 TOP PLATE
3-2 X 12 HEADER
2-2 X 6
WINDOW OPENING
2 X 6 WINDOW SILL
2 X 6 STUDS @16" O.C.SILL VARIES+/- 6'-10"3-1/2" DIA. LALLY COLUMNS
ON 30" WIDE X 10" DEEP FOOTINGS
3-2 X 12 CENTER BEAM
FLOOR SYSTEM
(SEE CROSS SECTION)
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
As indicated
12/24/2022 10:24:55 AMA-12
Cross Sections &
Details
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/4" = 1'-0"B FAMILY ROOM ADDITION SECTION
1/4" = 1'-0"A MASTER BEDROOM ADDITION SECTION
3/4" = 1'-0"1 RIDGE DETAIL
3/4" = 1'-0"2 SOFFIT DETAIL
3/4" = 1'-0"3 RIM JOIST DETAIL
3/4" = 1'-0"4 DOOR HEADER DETAIL
3/4" = 1'-0"5 WINDOW HEADER DETAIL
3/4" = 1'-0"6 CENTER BEAM DETAIL
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
1 X PVC TRIM BOARD
2- 5/8" DIA. GALV. BOLTS
2 X PRESSURE TREATED RIM BOARD
PRESSURE TREATED WOOD
BLOCKING BETWEEN JOISTS
COMPOSITE DECKING
PRESSURE TREATED
FLOOR JOISTS
4 X 4 PRESSURE TREATED
WOOD POSTS FOR PVC RAILING
2"2"1"BY MANUFACTURER3' - 2" OR AS REQ.EDGE OF DECK
2 BOLTS REQUIRED
AT EACH END OF DECK
GALV. JOIST HANGERS
COMPOSITE DECKING
5/8" DIA. GALV. LAG SCREWS
@16" O.C. STAGGERED
JOIST SPACING
1' - 4"1' - 4"2"2"1' - 4" (TYPICAL)1' - 6 3/4"
MAX
6"2"2"2 X 12 PRESSURE TREATED
WOOD STAIR STRINGERS @12" O.C.
PRESSURE TREATED FLOOR JOISTS
COMPOSITE DECKING
COMPOSITE DECK TREADS
1X PVC RISERS
2 X 4 PRESSURE TREATED SILL PLATE
W/ 1/2" DIA. GALV. EXPANSION ANCHORS @16" O.C.
1"9"7" MIN.8 1/4" MAX2' - 0"1' - 0"PROVIDE GRIPABLE HANDRAIL EA. SIDE2' - 10" MAX3' - 0" MAX.5/4 X 6 DECKING
PRESSURE TREATED FLOOR JOISTS
(SEE FLOOR PLAN FOR SIZE & SPACING)
CONTINUOUS PRESSURE
TREATED RIM BOARD
5/8" DIA. GALVINIZED BOLTS
SIMPSON H2.5A TIES
AT EACH JOIST
6 X 6 PRESSURE TREATED WOOD POST NOTCHED
3" MAX TO RECIEVE MIN. 2- 2 X 10 2- 2 X 12 PRESSURE TREATED BEAM
5 1/2"2"2"2 1/2" 3"
MAX CANTIELEVER
1' - 6"1 3/4"
6"6"FLOOR SYSTEM
(SEE BUILDING DETAILS)
2 X 6 KD SILL
ON 2 X 6 PT SILL
5/8" DIA. ANCHOR BOLTS
@32" O.C. ON 3" X 3" X 1/4"
PLATE WASHERS (TYP)
EXTERIOR SIDING AS SPECIFIED
1/2" PLYWOOD SHEATHING
W/ "TYVECK" HOUSE WRAP OR EQUAL
METAL FLASHING
1 X 6 COMPOSITE DECKING
BOLTS AND/OR SCREWS
(SEE DETAILS 4 & 5)
BOLTS AND/OR SCREWS
PRESSURE TREATED WOOD JOISTS
(SEE DECK PLAN FOR SIZE & SPACING)
SIMPSON STRONG-TIE
METAL JOISTS HANGERS
OR EQUAL
CONTINUOUS PRESSURE TREATED LEDGER BOARD
(SEE DECK PLAN FOR SIZE & SPACING)
FIRST FLOOR
5/8" EXPANSION BOLT
SIMPSON ABU66
GALV. POST BASE
6 X 6 PRESSURE TREATED
WOOD POSTS
4' - 0"W/ SPREAD FOOTING
12" DIA. PRE-CAST FOOTING
EXISTING FOUNDATION
TO REMAIN UNMODIFIED
LVL TO MATCH EXISTING JOISTS
(RUN TO CENTER BEAM)+/-10'-0"DOUBLE 2 X 6 BOTTOM PLATE
LOWER PICTURE WINDOWS
SHALL BE TEMPERED
2 X 6 STUD WALL @16" O.C.
W/ 1/2" GYPSUM BOARD (INTERIOR)
R-21 CLOSED CELL INSULATION
1/2" CDX PLYWOOD SHEATHING
"TYVECK" HOUSEWRAP OR EQUAL
& WHITE CEDAR SHINGLES
(TO MATCH EXISTING)
2 X 10 RAFTERS @16" O.C.
W/ 1/2" GYPSUM BOARD (CEILINGS)
R-38 CLOSED CELL INSULATION
5/8" CDX PLYWOOD SHEATHING
15# FELT PAPER
ICE & WATER (ALL EVES, VALLEYS & PLANE CHANGES)
& SEAMLESS METAL ROOF (COLOR BY OWNER)7' - 10 1/4"12" CONCRETE FOOTINGS
W/ SPREAD FOOTING
48" BELOW GRADE (MIN)
5/8" NUTS & 3" X 3" SQUARE WASHERS
ON ALL ANCHOR BOLTS2 X 6 KD SILL
ON 2 X 6 PT SILL
2X HEADER TO MATCH JOISTS
(SEE CROSS-SECTION FOR SIZE)
2X FLOOR JOISTS
(SEE CROSS-SECTION FOR SIZE & SPACING)
FINISH FLOOR
ON 3/4" ADVANTECH SUBFLOOR
2 X 6 BOTTOM PLATE
2 X 6 STUD WALL @16" O.C.
W/ 1/2" CDX PLYWOOD SHEATHING
"TYVECK" HOUSEWRAP OR EQUAL
& VINYL SIDING (COLOR BY OWNER)
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
As indicated
12/24/2022 10:24:55 AMA-13
Construction Details
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1 1/2" = 1'-0"3 DECK EDGE @ RAILING POSTS
1 1/2" = 1'-0"4 LEDGER BOARD CONNECTION
3/4" = 1'-0"5 DECK STAIR DETAIL
1 1/2" = 1'-0"6 DECK POST & BEAM
1 1/2" = 1'-0"8 DECK LEDGER BOARD
1 1/2" = 1'-0"7 POST BASE ANCHOR
1.Deck shall be constructed according to the requirements of the 8th Edition of the Massachusetts State Residential Code.
2.Deck Framing:Exterior Grade #1 Southern Yellow Pine, pressure treated lumber.Provide and install galvanized bolts and joist hangers to
connect floor joists to the main structure as indicated on drawings.
3.All screws, bolts, and nails shall be hot-dipped galvanized or stainless steel.
4.All hardware (joist hangers, post anchors, etc.) shall be galvanized or shall be stainless steel.
5.Flashing shall be corrosion resistant metal of minimum 0.019 Inch thickness.
6.Decks shall not be used or occupied until final inspection and approval is obtained.
7.Railing system is to be installed per manufacture's installation instructions.
8.Cut ends of posts shall be field treated with an approved preservative such as copper naphthenate.
9.All footings shall be pre-cast concrete with a soil bearing capacity of minimum 3,000 psi compressive strength.
10.36" high minimum guards are required at all areas where the deck floor is greater than 30" above grade at any point.
11.Guard post spacing shall not exceed 6'-0".
12.Required guards and handrails at stairs shall range from 34" to 36" vertically above the stair nosings.
13.Handrail ends, at the top and bottom, shall terminate into a post or be returned to a wall.
14.Unless noted, the deck/ porch floor shall be within 8" max of the top of the door threshold.
15.Live Load Deflection:
Joists & Beams =L/360
Guards =L/240
16.Design Loads:
Floor Live Load =40 psf
Dead Load =10 psf
17.Guards shall be designed for a 200# concentrated load placed along the top rail in any direction at any point.
18.Decking:Provide and install Azeck composite deck boards or approved equal.Color to be selected by owner.Install decking system
per manufacturer's instructions and per code.Install decking with tiger claw TC-P hidden deck fasteners with 316 stainless steel screw
fasteners.
19.Railings:Provide and install Azeck premier rail system or approved equal complete with 4 x 4 posts with caps and base, top and bottom
railings, and balusters (color white).Install railing system per manufacturer's instructions and per code.All railings shall be constructed so
as to prevent the passage of a 4" sphere through all railings.Railings shall be a minimum of 36" high from deck surface.Stair heights of
treads, lengths of risers and overall width of stairs shall comply with applicable building codes.
20.Exterior stair treads shall be construction of Azeck deck boards or approved equal.Risers shall be constructed of 3/4" Azeck trim board
or approved equal.Structural stair stringers shall be constructed of pressure treated 2 x 12 @12" o.c.Provide and install detailing as
shown on construction documents.
DECK NOTES
1/4" = 1'-0"1 FRONT BUMPOUT WALL SECTION
3/4" = 1'-0"2 SILL DETAIL
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
OPENING TO
MAIN
HALLWAY
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
3-SEASON TOP PLATE
5'-5 1/2"
SHADED AREA REPRESENTS SLOPED CEILINGS
STAIRWAY FROM EXISTING 2ND
FLOOR TO MASTER BEDROOM
SECOND FLOOR
4'-6 1/4"
SECOND FLOOR TOP PLATE
12'-0 3/4"
3-SEASON TOP PLATE
5'-5 1/2"
SHADED AREA REPRESENTS SLOPED CEILINGS
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
1/2" = 1'-0"12/24/2022 10:24:56 AMA-14
Master Bedroom
Elevations
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
08/20/22
MJB
MJB
1/2" = 1'-0"1 Elevation 1 - a
1/2" = 1'-0"2 Elevation 1 - b
1/2" = 1'-0"3 Elevation 1 - c
1/2" = 1'-0"4 Elevation 1 - d
No.Description Date
4 Slider revision, Master Bedroom
Elevations
8/20/2022
5 ISSUED FOR CONSTRUCTION 9/1/2022
6 Adjust 3-Season Room Dimension 12/22/2022
CONTRACTOR SHALL DETERMINE
SIZE & LOCATION OF ACCESS
HOLE INTO NEW ADDITION 16' - 0"18' - 0"
+/- 5 1/2"8' - 0"PIN NEW FOUNDATION TO EXISTING
W/ #4 REINFORCING @12" O.C.
PIN NEW FOUNDATION INTO EXISTING
W/ #4 REINFORCING BARS @12' O.C.
18' - 0"7' - 0"9' - 0"3-2 X 12 CENTER BEAM
ON 3-1/2" DIA. LALLY COLUMNS
ON 30" X 30" CONCRETE FOOTING
BEAM POCKET
(EACH END)
2-#4 REINFORCING BARS
CENTERED IN FOOTING
2 X 4 KEYWAY
4" CONCRETE SLAB
8" LAYER COMPACTED GRAVEL
ON UNDISTURBED EARTH
5/8" ANCHOR BOLTS @48" O.C. (MAX)
& 12" FROM EACH CORNER
SEE HEADER DETAIL
8"8"8"
2' - 0"10"30" X 30" CONCRETE FOOTING
UNDER ALL LALLY COLUMNS
4" CONCRETE SLAB
3-1/2" DIA. LALLY COLUMN
2' - 6"4"10"Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
As indicated
12/24/2022 10:24:56 AMS-1
Foundation Plan
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
1/2" = 1'-0"1 FOUNDATION
3/4" = 1'-0"2 FOUNDATION DETAIL
3/4" = 1'-0"3 FOOTING DETAIL
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
5 ISSUED FOR CONSTRUCTION 9/1/2022
DN
DN
EXISTING STRUCTURE
TO REMAIN UNMODIFIED
REPLACE CROSS BRACING @ MID-SPAN
MATCH NEW JOIST SIZE W/ EXISTING
2-PLY LVL JOIST TO MATCH EXISTING SIZE
(TYPICAL OUTER PERIMETER)
EXISTING CENTER BEAMW/ SIMPSON LUS210 HANGERSATTACH JOISTS TO HOUSE3-2 X 12
CENTER BEAM
18' - 0"
2 X 10 RIM JOISTS
(TYPICAL EACH END)
2 X 8 PRESSURE TREATED JOISTS @16" O.C.1' - 6"10' - 6"1' - 6"6' - 8 5/8"6' - 8 5/8"6' - 8 5/8"6' - 8 5/8"1' - 6"
29' - 10 1/2"
2 X 8 PRESSURE TREATED DECK HEADER
HANG JOISTS W/ SIMPSON LUS210 HANGERS
& LAG TO HOUSE @12" O.C. (STAGGERED)
2-2 X 12 PRESSURE TREATED BEAM
ON 6" X 6" PRESSURE TREATED COLUMNS
ON 12" DIA. CONCRETE FOOTINGS 48" DEEP
2 X 8 PRESSURE TREATED RIM JOIST
HANG JOISTS W/ SIMPSON LUS210 HANGERS
PROVIDE CROSS BRACING @ MID-SPAN
2 X 10 FLOOR JOISTS @16" O.C.
EXISTING STRUCTURE
TO REMAIN UNMODIFIED 4' - 0"12' - 0"PROVIDE CROSS BRACING @ MID-SPAN
2 X 10 FLOOR JOISTS @16" O.C.
9-1/4" LVL FLUSH FRAME BEAM #1 (4-PLY)
HANG JOISTS W/ SIMPSON LUS210 HANGERS
2 X 10 RIM JOIST
2 X 10 HEADER
LAG TO HOUSE @12" O.C. (STAGGERED)
& HANG JOISTS W/ SIMPSON LUS210 HANGERS
11-7/8" LVL HEADER (3-PLY)
11-7/8" LVL HEADER (3-PLY)2 X 10 RAFTERS@16" O.C.11-7/8" LVL RIDGE BEAM (1-PLY)2 X 10 RAFTERS @16" O.C.11-7/8" LVL RIDGE BEAM (2-PLY)
BUILD UP ROOF
TO ALLOW WATER FLOW
2 X 8 RAFTERS @16" O.C.
3-PLY 7-1/4" LVL RAFTERS
(TYPICAL EACH SIDE)
2-PLY LVL BEAM
10 7
510 7
BUILD UP ROOF AS REQUIRED
FOR WATER FLOW
Scale
Project number
Date
Drawn by
Checked by
PO Box 26
Raynham Center, MA
Phone: (508) 967-6460
Fax: (508) 692-9505
www.burdendrafters.com
GENERAL NOTES
These plans are for the construction of one building only and are not to be
copied 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 drawings, 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 building code and local code & laws in mind.
THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE
CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET & IS
NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN
HERON.
3/16" = 1'-0"12/24/2022 10:24:57 AMS-2
Framing Plans
22-004
15 Southwest Drive
S. Yarmouth, MA
Wojcik Construction Co., Inc.
4/6/2022
MJB
MJB
3/16" = 1'-0"1 FIRST FLOOR FRAMING
3/16" = 1'-0"2 SECOND FLOOR FRAMING
3/16" = 1'-0"3 ROOF FRAMING
3/16" = 1'-0"4 ROOF PLAN
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