Education Standing Committee of the RTM Special Meeting Materials (linked)

1 1 5 6  M A I N  S T R E E T  B R A N F O R D, C O N N E C T I C U T  0 6 4 0 5
STABILIZATION AND EXTERIOR REHABILITATION SCOPE
INTENT OF PROJECT:
Nevins Cottage Tenant Cottage is listed on the National Register of Historic Places as a contributing resource to the ‘Jordan Village National Register District.’ 
The Secretary of the Interior’s Standards for the Care and Treatment of Historic Properties shall be followed in all respects.
The intent of this project is to remove non-historic building addition, correct structural deficiencies, return the building envelope to sound condition and pro-
vide basic level of climate control to prevent deterioration of building.
WORK INCLUDES THE FOLLOWING:
Selective demolition; localized regrading; temporary shoring; excavation and backfill; drainage course; basement window opening wells; stone face con-
crete foundation wall; Localized repointing of stone foundation wall; Concrete slab on grade; Structural stabilization of floor, wall and roof framing; New 
stair; New siding and casing; Restored porch ceiling and eave/rake soffit; Wood window restoration; New wood window; Wood door restoration; Wood shut-
ters and hardware; Restoration or replacement-in-kind of exterior standing and running trim including both flat and profiled; Carved post column restoration; 
Exterior painting; Low slope membrane roof; Copper roof; Sidewall flashings; Basement access way enclosure and opening; Misc. electrical; Misc. HVAC.
Work includes Unit Price work, Allowances and Alternates.
NOT IN SCOPE:
Steep slope roof; Low slope roof at South porch/addition; chimney work.
S1.0  
FOUNDATION & FIRST FLOOR FRAMING PLANS
S1.1  
SECOND FLOOR & ROOF FRAMING PLANS
S2.0  
SECTIONS & DETAILS
S3.0  
GENERAL NOTES, SECTION & TYPICAL DETAILS
A1.0 
BSMT & 1ST FLOOR PLANS - EXT’G & RESTORED
A1.1 
2ND FL. & ROOF PLANS - EXT’G. & RESTORED
A2.0 
NORTH ELEVATION - EXT’G & RESTORED
A2.1 
EAST ELEVATION - EXT’G & RESTORED
A2.2 
SOUTH ELEVATION - EXT’G & RESTORED 
A2.3 
WEST ELEVATION - EXT’G & RESTORED 
A3.0 
SCHEDULES, DOORS & WINDOWS
A5.0 
DETAILS & SITE DIAGRAM
DRAWING LIST
CONSTRUCTION DOCUMENTS 
FOR GRANT 2020-09-29
CONSTRUCTION DOCUMENTS 
FOR BID
CONSTRUCTION DOCUMENTS 
FOR PREMITTING
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STABILIZATION AND EXTERIOR REHABILITATION 
NEVINS TENANT COTTAGE
57 ROPE FERRY  ROAD, WATERFORD, CT
CONSTRUCTION DOCUMENTS FOR GRANT SUBMISSION
2020-09-28
JORDAN PARK
NEVINS
COTTAGE
R O P E  F E R R Y  R O A D
A V E R Y  L A N E
LIBRARY

PROJECT 
NORTH
16'-4"
19'-2"
6'-9"
10'-1"
6'-11"
5'-7"
2'-10"
25'-5"
42'-3"
REMOVE (E) 
ADDITION
6"x6 1/4"
12'-2"
10'-3"
13'-1"
34'-9"
9'-4"
6"x6 1/4"
6"x6 1/4"
11'-10 1/2"
12'-6 1/2"
10'-2 1/2"
8'-11"
(E)
(E)
(E)
(E) 2"x5 3/4" 
16" oc
(E) 2"x5 3/4" 
16" oc
(E) 2"x5 3/4" 
16" oc
(E) 2"x5 3/4" 
16" oc
(E) 5"x4" POST
(E) 5 1/2"x5 1/2" 
POST - TYP AT 
CORNERS
(E) T.O.D. = 0'-0"
NOTE: REMOVE INSULATION ANDSTYRAFOAM 
FROM UNDERSIDE OF (E) DECKING. ASSUME 
REPLACEMENT OF 45 SF 1 1/2" T&G 1ST FLOOR 
DECKING IN KIND
TEMP SHORE WALL AND ROOF 
FRAMING AND DISMANTLE (E) 
DRESSED STONES AT MUDROOM 
ADDITION FOR REUSE. REMOVE (E) 
SLEEPER FRAMING AND DECKING
TEMP SHORE (E) POST AND ROOF 
FRAMING TO REMOVE (E) PORCH 
DECKING, FRAMING, AND TRIM
REMOVE 
(E) STAIR 
AND 
FRAMING
REMOVE (E) 
BILCO 
DOORS
(E) BRICK 
MASONRY 
CHIMNEY
(E) BRICK 
MASONRY 
CHIMNEY
(E) TEMP SHORES TO BE 
REMOVED AFTER 
REINFORCING 
INSTALLED - TYP
TEMP REMOVE AND STORE (E) STONE STEPS FOR 
REINSTALLATION AT COMPLETION OF WORK
(E) 6X6 
POSTS UP
(E) 6" X 6 1/4" SILL 
DETERIORATED -
TYP FULL 
PERIMETER. TEMP 
SHORE WALL AND 
2ND FLOOR 
FRAMING TO 
ALLOW 
REPLACEMENT IN 
KIND WITH WHITE 
OAK TIMBER OF 
SAME DIMENSIONS.
(E) FDN: 18" MORTARED 
FIELDSTONE WITH 
6"X12" DRESSED 
STONES AT TOP
(E) OPENING IN FDN
(E) OPENING IN FDN
(E) OPENING IN FDN
(E) OPENING IN FDN
6"x6 1/4"
6"x6 1/4"
6"x6 1/4"
3-2x10 (N)
3-2x10 (N)
(N)
3-2x10
3-2x10 (N)
(E)
(E)
(E)
(E) 2"x5 3/4" 
@ 16" oc
(E) 2"x5 3/4" 
@ 16" oc
(E) 2"x5 3/4" 
@ 16"oc
NOTE: (E) 3" X 6" WALL STUDS TO 
BE SISTERED WITH 1'-6" STUD 
WITH TENON TO (N) SILL
3
S3.0
(E) 5"x4" POST WITH 
(N) BASE REPAIR. 
PROVIDE HALF-LAP 
SPLICE WITH 3/4" 
DIA. THRU-BOLTS.
OPEN 
FOR (N) 
STAIR
1
2
2
4
3
5
A
B
C
D
E
F
G
(E) T.O.D. = 0'-0"
(E) 6"X12" DRESSED 
STONE RESET ON (N) 6" 
SHELF WITH 3/4" NON-
SHRINK GROUT
T.O.SHELF = -1'-8 1/2"
T.O.W = -0'-10 1/2"
(N) 3/4" T&G 
PLYWOOD
WALL ABOVE
(E) STUD
(N) JOISTS EXTEND 
OVER SILL PLATE TO 
PICK UP (E) WALL
(N) 2X8 
@ 16"oc
(N) 6" X 6 1/4" WHITE OAK 
TIMBER SILL TO MATCH 
EXISTING - TYP FULL 
PERIMETER. FABRICATE SILL 
WITH MORTISES FOR (N) 
SISTERS AT WALL STUDS AND 
FIRST FLOOR JOISTS.
TEMP REMOVE AND STORE (E) STONE STEPS FOR 
REINSTALLATION AT COMPLETION OF WORK
(N) 
BASEMENT 
DOORS PER 
ARCH
PROVIDE (N) LATEX MORTAR 
CURB TO LEVEL IRREGULAR 
SURFACE OF STONE 
MASONRY. REFER TO ARCH.
(N) 2X6X1'-6" SISTER WITH 
A35 CLIP (E) BEAM OR (N) 
TENON AT (N) SILL. TYP 
ALL (E) JOISTS. FASTEN 
WITH 8-SDS SCREWS
2'-0" X 2'-0" 
ACCESS 
HATCH WITH 
DOUBLE 
HDR/TRMR
(E) 2"x5 3/4" 
@ 16"oc
(E) 3-2"X5 3/4"
(N) 2X6 FRAMING WITH
(N) DECKING TO MATCH (E)
REMOVE (E) POST SPLICE. PROVIDE 
(N) 4"X4" BASE DUTCHMAN WITH 
HIDDEN SIMPSON CONNECTOR TO 
MATCH (E) POST DIAMETER.
(N) 2X6 
@ 16"oc
(N) 4" SOG WITH WWF. BUILD UP 
DECK WITH PT LUMBER NOTCHED 
FOR AIR FLOW PER DETAILS.
(N) 2-2X6 
TRMRS
(E) 6X6 
POSTS UP
REPLACE DECKING IN KIND
(N) 2X6 
SISTER
(E) OPENING IN 
FDN TO BE 
INFILLED WITH 
CONCRETE
PROVIDE VENT 
AT (E) OPENING 
IN FDN
PROVIDE VENT AT (E) 
OPENING IN FDN
(E) OPENING 
IN FDN TO 
REMAIN OPEN
(N) 2-1 3/4" X 5 1/2" 
LVL SISTER. ONE 
EACH SIDE.
(N) 2-1 3/4" X 5 1/2" 
LVL SISTER
(N) BEARING LINES AND POSTS. 
REFER TO SLAB ON GRADE 
PLAN FOR POST LAYOUT.
3
S2.0
4
S2.0
5
S2.0
4
S3.0
(E) OIL TO BE 
REMOVED
(E) 
FURNACE 
TO BE 
REMOVED
UP 9R
16'-4"
19'-2"
6'-9"
10'-1"
6'-11"
5'-7"
2'-10"
42'-3"
REMOVE (E) 
ADDITION
STONE TREADS UP 6R
12'-2"
10'-3"
13'-1"
9'-4"
5'-0"
4'-4"
34'-9"
(E) WOOD JOIST 
SLEEPER 
FRAMING TO BE 
REMOVED
TEMP SHORE WALL AND 
ROOF FRAMING AND 
DISMANTLE (E) DRESSED 
STONES AT MUDROOM 
ADDITION FOR REUSE
SALVAGE DRESSED 
STONES AT ADDITION 
FOR REUSE OR 
STORAGE ON SITE
(E) BRICK 
MASONRY 
CHIMNEY
(E) TEMP SHORES TO BE 
REMOVED AFTER 
REINFORCING 
INSTALLED - TYP
(E) PARTIAL SLAB-
ON-GRADE TO BE 
REMOVED
ROCK OR DIRT 
BUILD-UP. V.I.F.
ROCK OR DIRT 
BUILD-UP V.I.F.
(E) STAIRS 
TO BE REMOVED
NOTE: ALL (E) MECHANICAL, 
ELECTRICAL, PLUMBING, 
AND FIRE-PROTECTION 
(MEP-FP) EQUIPMENT AND 
DEBRIS TO BE REMOVED 
FROM BASEMENT
(E) PORCH ABOVE
(E) BRICK 
MASONRY 
CHIMNEY
(E) T.O.C. = -6'-7 1/2"
REMOVE (E) 
ELECTRICAL PANEL 
AND PARTITION
ADD ALTERNATE #1:
- REMOVE (E) TREE AND GRIND ROOTS 
BELOW GRADE.
- REPLACE FILL, TOPSOIL, AND RESEED
(E) FDN: 18" MORTARED 
FIELDSTONE WITH 
6"X12" DRESSED 
STONES AT TOP
1
S2.0
UP 9R
(E) STONE TREADS UP 6R
3
S3.0
(N) THICKENED SLAB 
FOOTINGS:
2'-0"x2'-0"x1'-0" WITH 2-#4 
EW BOTT - TYP X 20. 
REFER TO TYP DETAIL
(N) STAIR CONSTRUCTED
OF DIMENSIONAL LUMBER
(N) 4" CONC SLAB-ON-GRADE 
WITH 6X6 W2.0XW2.0 WWF AND 
15 MIL VAPOR BARRIER ON 
6"-3/4" CRUSHED STONE.
T.O.C. = -6'-7 1/2"
REPOINT (E) BRICK 
MASONRY CHIMNEY
REPOINT (E) 
BRICK 
MASONRY 
CHIMNEY
1
2
2
4
3
5
6"
6'-7 3/8"
5'-6 5/8"
6"
A
B
C
D
E
F
G
6"
4'-5 5/8"
4'-8 3/4"
5'-4"
5'-6"
4'-8 1/2"
4'-7"
3'-6"
1'-6"
6"
1'-6"
6"
(N) 7'-4" X 1'-0" THICKENED SLAB
1'-0"
1'-0"
SHELF
6"
(N) REINF. CONCRETE 
FOUNDATION TO FROST 
DEPTH WITH (E) DRESSED 
STONE SALVAGED AND 
INSTALLED AT PERIMETER 
SHELF - TYP 3 SIDES
FDN WALL
(N) 1'-0"
[-6'-0"]
FTG
2'-0"
CARRY ALLOWANCE TO RESET (E) DRESSED STONE DUE TO REMOVAL ACTIVITY
(N) T.O.C. = (E) T.O.C. = -6'-7 1/2"
(N) 4" CONC SLAB-ON-GRADE 
WITH 6X6 W2.0XW2.0 WWF AND 
15 MIL VAPOR BARRIER ON 
6"-3/4" CRUSHED STONE.
T.O.C = -4'-5 1/2"
CONTROL 
JOINTS
(N) 6X6 PRESSURE-
TREATED POSTS UP -
TYP X 22
2
S2.0
3
S2.0
PROVIDE CONC 
CURB AS NEEDED TO 
ACCOUNT FOR (E) 
STONE STEPS
REMOVE (E) ROCK USING 
MECHANICAL OR CHEMICAL 
METHODS TO ALLOW LEVEL 
SURFACE FOR (N) CONCRETE 
WORK - TYP TWO LOCATIONS.
4
S2.0
NOTE: ELEVATIONS ARE APPROXIMATE. ELEVATIONS 
WILL VARY IN THE FIELD. CONTRACTOR TO 
ESTABLISH A VERTICAL AND HORIZONTAL PROJECT  
DATUM PRIOR TO FABRICATION.
5
S2.0
WITH 3-#4 LONG AND 
7-#4 HORZ. AT BOTT
CONTROL JOINT
1. ALL DIMENSIONS AND MEASUREMENTS ARE 
APPROXIMATE AND SHALL BE VERIFIED IN 
THE FIELD BY THE CONTRACTOR PRIOR TO 
FABRICATION.
2. (E) INDICATES EXISTING. (N) INDICATES 
NEW.
3. FRAMING MEMBERS ARE MEASURED IN 
INCHES AND ARE NOTED WIDTH X DEPTH.
SCALE:
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
NOTES:
C:\Users\GNCB032\Documents\20075 S20 Nevins Central_GNCB032.rvt
As indicated
S1.0
12017
September 24, 2020
JJS / ZL
AJ
NEVINS TENANT
COTTAGE
57 Rope Ferry Road
Waterford, CT
FOUNDATION AND
FIRST FLOOR FRAMING
PLANS
CONSTRUCTION
DOCUMENTS - GRANT
SUBMISSION ONLY
1/4" = 1'-0"
3
(E) FIRST FLOOR FRAMING PLAN
1/4" = 1'-0"
4
(N) FIRST FLOOR FRAMING PLAN
1/4" = 1'-0"
1
(E) SLAB-ON-GRADE AND FOUNDATION
PLAN
1/4" = 1'-0"
2
(N) SLAB-ON-GRADE AND FOUNDATION
PLAN
ISSUED DRAWINGS
No.
DESCRIPTION
DATE
1
FOR PRICING
09.04.2020
2
CDS FOR GRANT SUBMISSION
09.30.2020

PROJECT 
NORTH
(E) 2"x4" LOW 
SLOPE RAFTERS 
24" oc
(E) 2"x6" 
16" oc
(E) 2"x6" 
16" oc
(E) 2"x6" 
16" oc
REMOVE (E) 
ADDITION
(E) BEARING 
WALL 
OPEN 
FOR (E) 
STAIR
(E) BRICK 
MASONRY 
CHIMNEY
(E) BRICK 
MASONRY 
CHIMNEY
(E) POST DOWN 
IN 1ST FLOOR 
WALLS
(E) 4"X6" 
WITH (E) 
BEARING 
WALL ABOVE
(E) BEARING 
WALL 
(E) 2"X4" LOW 
SLOPE
RAFTERS @ 
24"oc
SALVAGE PORCH CEILING 
BEADBOARD FOR REUSE. 
STRIP AND REPAINT FOR 
REINSTALLATION.
REMOVE (E) 1ST FLOOR CEILING AND CROSS-FURRING
REMOVE (E) CEILING AND CROSS-FURRING
PROVIDE (N) 2X4 
RAFTER BETWEEN 
EACH (E) RAFTER. 
ANCHOR TO (E) 
TOP PLATE AND (E) 
WALL LEDGER 
WITH (N) A35 CLIP 
(2 CLIPS NEEDED 
EACH RAFTER).
(E) 2"x6" 
16" oc
(E) 2"x6" 
16" oc
(E) 2"x6" 
16" oc
(E) 5"x4" POST
(E) 5 1/2"x5 1/2" POST
SISTER (E) 4"x6" + 
(N) 2-1 3/4" X 5 1/2" 
LVL - ONE EACH 
SIDE. FASTEN WITH 
SIMPSON SDS 
SCREWS AT 8"oc 
T&B STAGGERED.
(E) POST DOWN IN 1ST 
FLOOR WALLS
OPEN 
FOR (E) 
STAIR
TEMP SHORE 2ND 
FLOOR AND ROOF 
FRAMING TO INSTALL 
(N) SISTERS AND 
RAFTERS. REATTACH 
TO (N) SISTERS WITH 
2-A35 CLIP, ONE EACH 
SIDE OF MEMBER. 
(N) 2-1 3/4" X 5 
1/2"LVL SISTER AT 
(E) HIP. SHORE 
AND CUT (E) 
FRAMING TO 
INSTALL (N) REINF.
(N) 2-1 3/4" X 5 
1/2"LVL SISTER AT 
(E) HIP
PROVIDE (N) 2X4 RAFTER 
BETWEEN EACH (E) RAFTER. 
ANCHOR TO (E)TOP PLATE 
WITH (N) A35 CLIP.
(E) 2"x4" RAFTER 
@ 24"oc
(E) 2"x4" RAFTER 
@ 24"oc
(E) 2"x4" RAFTER 
@ 24" oc
(E) 2"x4" RAFTER 
@ 24" oc
NOTE: ITEMS CURRENTLY STORED 
IN ATTIC TO BE REMOVED BY 
OWNER PRIOR TO CONSTRUCTION
(E) 2"X6" TIES -
TYP
(E) RIDGE 
POLE - TYP
(E) MUDROOM 
ADDITION BELOW
(E) KITCHEN AND 
PORCH ROOF 
BELOW
(E) 2"X6" TIES -
TYP
(E) 2"x4" RAFTER 
@ 24"oc
(E) 2"x4" RAFTER 
@ 24"oc
(E) 2"x4" RAFTER 
@ 24" oc
(E) 2"x4" RAFTER 
@ 24" oc
(E) 2"X6" TIES -
TYP
(E) RIDGE 
POLE - TYP
(E) MUDROOM 
ADDITION BELOW
(E) KITCHEN AND 
PORCH ROOF 
BELOW
REPLACE RAKE RAFTERS IN 
KIND - TYP AT 3 GABLES
CONTRACTOR TO REMOVE (E) 
FASCIA AND ALLOW FOR ENGINEER 
INSPECTION OF RAFTER FRAMING. 
ASSUME 25% RAFTERS REQUIRE (N) 
2X4 X 3'-0" SISTER AT RAFTER 
EAVES TO REESTABLISH 
OVERHANG. INSTALL FROM BELOW 
IN ORDER TO NOT DAMAGE RECENT 
REROOFING. TYP ALL EAVES AT 
MAIN ROOF AND ELL ROOF.
1. ALL DIMENSIONS AND MEASUREMENTS ARE 
APPROXIMATE AND SHALL BE VERIFIED IN 
THE FIELD BY THE CONTRACTOR PRIOR TO 
FABRICATION.
2. (E) INDICATES EXISTING. (N) INDICATES 
NEW.
3. FRAMING MEMBERS ARE MEASURED IN 
INCHES AND ARE NOTED WIDTH X DEPTH.
SCALE:
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
NOTES:
C:\Users\GNCB032\Documents\20075 S20 Nevins Central_GNCB032.rvt
As indicated
S1.1
12017
September 24, 2020
JJS
JFN
NEVINS TENANT
COTTAGE
57 Rope Ferry Road
Waterford, CT
SECOND FLOOR AND
ROOF FRAMING PLANS
CONSTRUCTION
DOCUMENTS - GRANT
SUBMISSION ONLY
1/4" = 1'-0"
1
(E) SECOND FLOOR FRAMING PLAN
1/4" = 1'-0"
2
(N) SECOND FLOOR FRAMING PLAN
1/4" = 1'-0"
3
(E) ATTIC AND ROOF FRAMING PLAN
1/4" = 1'-0"
4
(N) ATTIC AND ROOF FRAMING PLAN
ISSUED DRAWINGS
No.
DESCRIPTION
DATE
1
FOR PRICING
09.04.2020
2
CDS FOR GRANT SUBMISSION
09.30.2020

PMF (1/2" MIN)
(E) 18 MORTARED 
FIELDSTONE WALL
(E) SUBGRADE - REMOVE 
DELETARIOUS MATERIALS 
PRIOR TO HAND-TAMPING AND 
PLACING (N) CRUSHED STONE
STONE
(N)
6" CRUSHED
SOG
(N) 4"
(N) WWF
T.O.C. (N) = T.O.C. (E)
VERIFY DEPTH 
OF (E) WALL IN 
FIELD. DO NOT 
UNDERMINE
(N) VAPOR 
RETARDER
6"
(N) PT 6X6 WITH 
SB66 SIMPSON 
STRONG-TIE POST 
BASE
PMF (1/2" MIN)
(E) 18 MORTARED 
FIELDSTONE WALL
(E) SUBGRADE - REMOVE 
DELETARIOUS MATERIALS 
PRIOR TO HAND-TAMPING AND 
PLACING (N) CRUSHED STONE
(N) WWF
T.O.C. (N) = T.O.C. (E)
VERIFY DEPTH 
OF (E) WALL IN 
FIELD. DO NOT 
UNDERMINE
(N) VAPOR 
RETARDER
STONE
(N)
6" CRUSHED
N) 8" FTG
SOG
(N) 4"
2-#4 EW BOTT
T.O. DRESSED STONE (N) = 
T.O. DRESSED STONE (E)
T.O.PLYWOOD (N) = 
T.O.D. (E) = 0'-0"
NOTE: ELEVATIONS ARE APPROXIMATE. ELEVATIONS 
WILL VARY IN THE FIELD. CONTRACTOR TO 
ESTABLISH A VERTICAL AND HORIZONTAL PROJECT 
FOR THE DATUM PRIOR TO FABRICATION.
TO MATCH (E)
(N) WALL SHEATHING
4'-0" BELOW FINISHED GRADE (MIN)
(N) REINF.
(E) FRAMING WITH
(N) TIMBER SILL TO 
MATCH (E). REPAIR 
STUD PER TYP DETAIL
10 1/2"
GAP
1/4"
(N) 2X JOISTS - PROVIDE 1/2" (MAX) 
NOTCH TO SIT ON PT 2-2X PLATES AND 
CANTILEVER OVER DRESSED STONE
(N) 2X PLATE - REATTACH 
(E) WALL STUDS
(N) RIM BOARD
6" SHELF
(N) 1'-0" FDN WALL
6"
1'-0"
6"
1'-0"
2'-0"
RESTORED FINISHED 
GRADE TO MATCH (E)
(N) SOG IN 
BASEMENT
1/2" (MIN) PMF 
FULL PERIMETER
VAPOR RETARDER
SOG
(N) 4"
STONE
6" CRUSHED
(N) 3'-0" (MIN) CRAWLSPACE
STRUCTURAL 
FILL
STRUCTURAL 
FILL
COMPACTED SUBGRADE
(N) SHEATHING 
TO MATCH (E)
(E) BASEMENT
(E) OPENING IN 
DRESSED 
STONE TO 
REMAIN
3/4" NON-
SHRINK 
GROUT
(N) 3/4" DIA. ADH ANCHOR 
WITH MIN 6" EMBED AT 24"oc
2"
3"
(N) 2-3/4" X 7" DOWELS, 
DRILLED AND EPOXIED, 
PER DRESSED STONE
SALVAGE (E) DRESSED 
STONE FROM AREAS TO BE 
REMOVED AND REINSTALL 
AT (N) FOUNDATIONS
WALL STUDS TO BE TEMP 
SHORED TO ALLOW FOR SILL 
REPLACEMENT AND 
FOUNDATION WORK
(N) LUS26 AT 
JOIST ENDS
REINF. WITH #4 VERT AT 
18"oc + #4 HORZ. @ 18"oc EF. 
PROVIDE DOWELS TO FTG 
TO MATCH.
2-#5 LONG + #5 @ 12"oc HORZ
1"
6"
OFFSET
(N) 3-2X10 GIRDER INSTALLED 
TIGHT TO (E) JOISTS. SHIM TIGHT 
WITH HARDWOOD SHIMS TO 
ACCOUNT FOR (E) DEFLECTIONS
CUT (E) FLOOR PLANK
FOR SILL WORK AND REINSTALL
(N) SILL TO MATCH (E). FABRICATE (N) 
SILL WITH MORTISES FOR 
REANCHORING OF SISTERED STUDS.
(N) 1'-6" STUD SISTER WITH TENON 
TO (N) SILL. TENON TO MATCH (E).
1'-6"
PERFORM WORK FROM 
EXTERIOR FOR MINIMAL 
IMPACT ON (E) FINISHES
(N) 2" WIDE STUD SISTER TO MATCH 
DEPTH OF (E). FASTEN WITH 6-
SIMPSON STRONG-TIE SDS SCREWS.
REMOVE LOWER 3 COURSE OF (E) WALL 
SHEATHING TO PERFORM SILL WORK. 
SALVAGE (E) SHEATHING FOR REUSE 
AND REPLACE ANY DAMAGED 
SHEATHING IN KIND. ASSUME 25% 
REPLACEMENT NEEDED.
(E) GRADE VARIES
1ST FLOOR EL.
= 0'-0"
(N) 6X6 WITH SIMPSON POST 
CAP. PROVIDE SHIMS AS 
NEEDED TO FIT TIGHT. 
@ 16"oc
1" X1" NOTCH
PERIMETER 
TRIM PER ARCH
(N) 1X T&G 
COMPOSITE DECKING 
TO MATCH DIMENSION 
OF (E) DECKING.
GRADE (MIN)
1'-6" BELOW FINISHED
(N) GRADE TO 
MATCH (E)
(N) PT 2X JOISTS RIPPED TO 
PROVIDE 1/8" SLOPE
(N) TIMBER SILL 
PER PERIMETER 
DETAILS
PROVIDE VERTICAL AND 
HORIZONTAL RIGID 
INSULATION FOR SHALLOW 
FROST-PROTECTION
1'-6"
6"
SOG
(N) 4"
CRUSHED STONE
HAUNCH WITH 2-#5 
CONTINUOUS
COMPACTED SUBGRADE
#4@ 24"oc
SCALE:
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
NOTES:
C:\Users\GNCB032\Documents\20075 S20 Nevins Central_GNCB032.rvt
1 1/2" = 1'-0"
S2.0
12017
September 24, 2020
JJS / ZL
AJ
NEVINS TENANT
COTTAGE
57 Rope Ferry Road
Waterford, CT
SECTIONS AND DETAILS
CONSTRUCTION
DOCUMENTS - GRANT
SUBMISSION ONLY
ISSUED DRAWINGS
No.
DESCRIPTION
DATE
1
FOR PRICING
09.04.2020
2
CDS FOR GRANT SUBMISSION
09.30.2020
1 1/2" = 1'-0"
1
SECTION AT SOG EDGE
1 1/2" = 1'-0"
2
SECTION AT (N) EDGE POST
1 1/2" = 1'-0"
3
SECTION AT (N) MUDROOM FDN
1 1/2" = 1'-0"
4
SECTION AT (N) SILL
1 1/2" = 1'-0"
5
SECTION AT PORCH

D
D/4
SAW CUT AS SOON 
AS CONCRETE 
WILL NOT RAVEL 
(24 HRS MAX)
WWF
1 1/2" CLR
TYPICAL SLAB ON GRADE CONTROL JOINT
THICKEN SLAB UNDER ALL (N) POSTS
2-#4
TOC EL
SEE PLAN
45.00°
2'-0"
8"
4"
CB66 SIMPSON 
STRONG-TIE POST 
BASE 
(N) PRESSURE-TREATED POST IN BASEMENT
(N) VAPOR 
BARRIER
6" CRUSHED STONE ON 
COMPACTED SUBGRADE
TYPICAL THICKENED SLAB DETAIL
(N) SILL TO MATCH (E). FABRICATE (N) 
SILL WITH MORTISES FOR 
REANCHORING OF SISTERED STUDS 
AND SISTERED JOISTS. MINIMUM 
LENGTH = 8'-0".
(N) 1'-6" STUD SISTER WITH TENON 
TO (N) SILL. TENON TO MATCH (E) -
NOT SHOWN FOR CLARITY.
PERFORM WORK FROM 
EXTERIOR FOR MINIMAL 
IMPACT ON (E) FINISHES
(N) 2" WIDE STUD SISTER TO MATCH 
DEPTH OF (E). FASTEN WITH 6-
SIMPSON STRONG-TIE SDS SCREWS.
REMOVE LOWER 3 COURSE OF (E) WALL 
SHEATHING TO PERFORM SILL WORK. 
SALVAGE (E) SHEATHING FOR REUSE 
AND REPLACE ANY DAMAGED 
SHEATHING IN KIND. ASSUME 25% 
REPLACEMENT NEEDED.
(E) GRADE VARIES
1ST FLOOR EL.
= 0'-0"
8-SDS SCREWS
(N) 1'-6" SISTER WITH
TEMP SHORE (E) JOISTS, CUT AWAY 
AT TENON FROM (E) SILLS, INSTALL 
(N) SILLS AND REFASTEN (E) JOISTS. 
FABRICATE (N) SILL WITH MORTISES 
FOR (N) SISTER TENONS.
NOTCH
1" MAX
1/4"
IN KIND
MISSING DECKING
REPLACE
TEMP SHORE (E) JOISTS, CUT AWAY FROM 
BEAM, SISTER BEAM, AND REANCHOR (E) 
JOISTS WITH 2-A35 CLIPS (ONE EACH SIDE)
INSTALL (N) LVL SISTERS TIGHT 
TO UNDERSIDE OF DECK. SHIM 
TIGHT WITH HARDWOOD SHIMS 
AS NEEDED TO ACCOUNT FOR 
(E) DEFLECTIONS
(E) POST TO 2ND 
FLR AND ROOF
(N) LVL SISTER FASTENED 
WITH SIMPSON SDS SCREWS 
AT 10"oc T&B STAGGERED
3/4" DIA. OAK 
TRUNNELS
TYPICAL SILL CORNER 
CONNECTION PLAN
(N) SILL
(N) SILL
EQ
EQ
(N) SILL
TYPICAL SILL CORNER 
CONNECTION ELEVATION
SCALE:
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
NOTES:
C:\Users\GNCB032\Documents\20075 S20 Nevins Central_GNCB032.rvt
As indicated
S3.0
12017
September 24, 2020
Author
Checker
NEVINS TENANT
COTTAGE
57 Rope Ferry Road
Waterford, CT
GENERAL NOTES,
SECTION, & TYPICAL
DETAILS
CONSTRUCTION
DOCUMENTS - GRANT
SUBMISSION ONLY
GENERAL
1.
2018 STATE OF CONNECTICUT STATE BUILDING CODE AND SUPPLEMENT.
2.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TO MAINTAIN THE
STABILITY, SAFETY, AND LATERAL LOAD RESISTANCE OF THE BUILDING AND ITS INDIVIDUAL
COMPONENTS THROUGHOUT CONSTRUCTION.
3.
DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AND
EXISTING CONDITIONS.
4.
THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS,
SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY
SHOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER.
5.
FOR RENOVATIONS AND ADDITIONS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR
TO PERFORMING WORK.
6.
DO NOT SCALE DRAWINGS TO OBTAIN INFORMATION.
7.
SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMP-PROOFING AND
FIREPROOFING REQUIREMENTS.
DESIGN CRITERIA
1.
DESIGN LIVE LOADS:
FIRST FLOOR
100 PSF
SECOND FLOOR
30 PSF
ATTIC
10 PSF; NO
STORAGE
2.
SNOW LOADS:
GROUND SNOW LOAD:
Pg = 30
IMPORTANCE FACTOR:
Is = 1.0
FLAT ROOF SNOW LOAD:
Pf = 30 PSF
SNOW EXPOSURE FACTOR:
Ce = 1.0
THERMAL FACTOR:
Ct = 1.0
3.
WIND LOADS:
UTLIMATE DESIGN WIND SPEED, Vasd
105 MPH
WIND EXPOSURE CATEGORY:
B
WIND IMPORTANCE FACTOR:
Iw = 1.15
WOOD
1.
ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) SPF U.N.O.
SILLS SHALL BE WHITE OAK. PRESSURE TREATED SOUTHERN PINE SHALL BE USED
FOR GROUND CONTACT, SILL PLATES, OR EXTERIOR USE.
STUDS SHALL BE STUD GRADE OR BETTER
ALL OTHER MEMBERS SHALL BE NO. 2 OR BETTER.
FOR EXPOSED FRAMING SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
2.
PROVIDE 1” x 4” CROSS-BRIDGING FOR ALL WOOD JOISTS AT 8'-0” O.C. MAXIMUM
SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND
PARTITIONS.
3.
 
ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE
NOTED ON PLANS.
4.
 
ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE
NOTED ON PLANS.
5.
METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE SIMPSON
STRONG-TIE CONNECTORS AND ARE SELECTED FOR LOAD REQUIREMENTS.
 
SUBSTITUTION IS PERMITTED IF LOAD CAPACITIES OF ALTERNATE ARE OF EQUAL OR
 
GREATER CAPACITY THAN COMPARABLE SIMPSON CONNECTOR. FASTENING SHALL BE
PER MANUFACTURER'S REQUIREMENTS.
REINFORCED CONCRETE
1.
ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER
 
ACI 318 AND SHALL BE NORMAL WEIGHT (UNLESS INDICATED AS
 
LIGHT WEIGHT ON PLANS) AIR ENTRAINED WITH A 28 DAY
COMPRESSIVE STRENGTH AS FOLLOWS:
WALLS, FOUNDATIONS, INTERIOR SLABS ON GRADE
3000 PSI
2.
ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED
 
BARS ASTM A 615 - GRADE 60 U.N.O.
3.
REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL BE
 
ASTM A706 WELDABLE REINFORCING.
4.
DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL -
 
1988." SHOW ON THE PLACING DRAWINGS THE NUMBER AND
 
LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY
 
TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED.
5.
MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT
 
OTHERWISE INDICATED SHALL BE:
CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF
WEATHER:
3"
CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF
WEATHER - BARS #5 AND SMALLER:
1 - 1/2"
CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF
WEATHER - BARS LARGER THAN #5
2"
COMUMNS BEAMS AND GIRDERS:
1 - 1/2"
SLABS, WALLS NOT EXPOSED TO EARTH OR WEATHER:
3/4"
6.
NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS
 
DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REBAR
 
DEVELOPMENT / SPLICE LENGTH SHALL BE AS SHOWN IN THE
TABLES AT THE END OF THIS SECTION UNLESS OTHERWISE NOTED.
MAKE ALL BARS CONTINUOUS AROUND CORNERS.
7.
SLABS, BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL
 
PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER
 
OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS,
 
HORIZONTAL KEYS AND REINFORCING CONTINUING THROUGH. ALL
 
CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY
THE STRUCTURAL ENGINEER.
8.
WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE
 
AND END LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE
 
ADEQUATE SUPPORTS FOR MESH TO INSURE ITS LOCATION AS
SHOWN ON DRAWINGS.
9.
CONDUITS AND PIPES SHALL BE PLACED ABOVE BOTTOM BARS AND
 
BELOW TOP BARS AND SHALL NOT EXCEED 1/3 THE CONCRETE
 
THICKNESS AT ANY CROSS SECTION. PARALLEL RUNS SHALL BE
 
 
SPACED A MINIMUM OF 3 DIAMETERS ON CENTER. NO ALUMINUM OR
COATED CONDUIT PIPE SHALL BE USED.
FOUNDATIONS
1.
ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR CONTROLLED
STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 2 TONS PER SQUARE FOOT
TOTAL LOAD PRESSURE AND SHALL BEAR LEAST 3'-6” BELOW FINISH GRADE WHERE
EXPOSED TO FREEZING.
2.
ELEVATIONS OF THE BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING PURPOSES
AND SHALL BE LOWERED IF NECESSARY TO THE REQUIRED BEARING MATERIAL AS FOUND
UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS NOT ENCOUNTERED AT
ELEVATIONS SHOWN, NOTIFY ENGINEER IMMEDIATELY.
3.
FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER, REMOVE ALL SURFACE TOPSOIL,
PAVEMENT, AND OTHER UNSUITABLE MATERIALS. EXISTING GRANULAR MATERIAL MAY BE
LEFT IN PLACE PROVIDED IT IS RECOMPACTED WITH A MINIMUM OF SIX PASSES OF 10 TON
VIBRATORY ROLLER. ANY REMAINING FILL REQUIRED TO UNDERSIDE OF SLAB SHALL BE
COMPACTED STRUCTURAL FILL.
4.
FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLAB ON
GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, WIND AND OTHER
LATERAL FORCES ARE IN PLACE.
5.
STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. PROVIDE SLEEVES
FOR ALL PENETRATIONS IN FOUNDATION WALL.
ISSUED DRAWINGS
No.
DESCRIPTION
DATE
1
FOR PRICING
09.04.2020
2
CDS FOR GRANT SUBMISSION
09.30.2020
1 1/2" = 1'-0"
3
SECTION AT SISTERED JOISTS
1 1/2" = 1'-0"
4
SECTION AT 1ST FLR BM SISTERS

G E N E R A L  N O T E S
N E W  W O R K 
S Y M B O L S    K E Y
R E M O V A L S
”
”
REMOVE  &  SALVAGE
REMOVE if deteriorated

DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
G E N E R A L  N O T E S
N E W  W O R K 
S Y M B O L S    K E Y
R E M O V A L S
”
”
REMOVE  &  SALVAGE
REMOVE if deteriorated

G E N E R A L  N O T E S
N E W  W O R K 
S Y M B O L S    K E Y
R E M O V A L S
”
”
REMOVE  &  SALVAGE
REMOVE if deteriorated

G E N E R A L  N O T E S
N E W  W O R K 
S Y M B O L S    K E Y
R E M O V A L S
”
”
REMOVE  &  SALVAGE
REMOVE if deteriorated

G E N E R A L  N O T E S
N E W  W O R K 
S Y M B O L S    K E Y
R E M O V A L S
”
”
REMOVE  &  SALVAGE
REMOVE if deteriorated

G E N E R A L  N O T E S
N E W  W O R K 
S Y M B O L S    K E Y
R E M O V A L S
”
”
REMOVE  &  SALVAGE
REMOVE if deteriorated


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