2023-04-04 Crimson Clover - Revised Set215 SPRING ST, FLORENCE, MA.
CRIMSON AND CLOVER BARN RENOVATION
Architects:
Laura Fitch, AIA, LEED BD+C
Fitch Architecture & Community Design, Inc.
110 Pulpit Hill Road, Amherst, MA 01002
(413) 549-5799
lfitch@facdarchitects.com
INDEX OF DRAWINGS
0.0 TITLE PAGE
0.1 EGRESS PLANS + CODE
A-1.0 FOUNDATION PLAN
A-1.1 FIRST FLOOR PLAN
A-1.1A WASH ROOM PLAN
A-1.1B TOILET ROOM PLAN
A-1.2 LOFT PLAN
A-1.3 ROOF PLAN
A-2.1 S+E ELEVATIONS
A-2.2 N+W ELEVATIONS
A-3.1 BUILDING SECTIONS
A-3.2 BUILDING SECTIONS
A-4.1 WALL SECTION EXISTING BARN
A-4.2 WALL SECTION NEW ADDITION
A-4.3 WALL SECTION NEW ADDITION
A-4.4 WALL SECTION NEW ADDITION
A-4.5 TRENCH DRAIN DETAIL
A-5.1 WINDOW SCHEDULE
A-5.2 DOOR SCHEDULE
S-1.1 FRAMING LOFT PLAN
S-1.2 FRAMING ROOF PLAN
0.0
TITLE PAGE
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET275'265'
255'
265'SPRING STREETSITE PLAN
Scale: 1" = 30'-0"1
0 20 40 60 80 100 FT
NEW WASHROOM ADDITION
EXISTING BARN
PIPE TRENCH AND PERIMETER
DRAINS TO DAYLIGHT,
CONFIRM ROUTE WITH OWNER
0.1
EGRESS PLANS +
CODE
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET1 12/14/2022
2 1/25/23
3'-0"
MIN.
FIRST FLOOR EGRESS PLAN
Scale: 1/8" = 1'-0"1
PROPOSED WASHROOM 1st FLOOR AREA (GROUP B):
615 SF +/- (INTERIOR, MINUS COOLER & STAIRS)
100 SF/OCC. = 6 OCCUPANTS;
Note: Design Load is 3 employees
EGRESS PATH (2nd floor) = 17'+/-
EGRESS PATH = 49' +/-
TOTAL = 95'-10" +/-EGRESS PATH = 28'-7" +/-
TOTAL = 66'-7" +/-
EXISTING BARN 1st FLOOR AREA (GROUP M):
1,030 SF +/- (INTERIOR, MINUS COOLERS , STAIR & TOILET)
60 SF/OCC. = 17 OCCUPANTS
EXISTING BARN 2nd FLOOR AREA (GROUP U, STORAGE):
1,268 SF +/- (INTERIOR, MINUS STAIR)
500 SF/OCC. = 2.5 OCCUPANTS
Note: Design Load is 0 as these are same employees as downstairs
1
SECOND FLOOR EGRESS PLAN
Scale: 1/8" = 1'-0"2
NEW 2nd FLOOR AREA (GROUP U, WAREHOUSE):
540 SF +/- (INTERIOR, MINUS STAIR)
500 SF/OCC. = 1,4 OCCUPANTS
Note: Design Load is 0 as these are same employees as
downstairs
EGRESS PATH TO TOP OF STAIR = 49'-5" +/-
TOTAL EGRESS PATH = 66'-7" +/-
TOTAL EGRESS PATH = 66'-6" +/-
EGRESS PATH TO TOP OF STAIR = 38' +/-
EXIT
EXIT
EXIT
CODE SUMMARY
3 - USE AND OCCUPANCY CLASSIFICATION
IBC 304 Business Group B. Food processing establishment... not
more than 2,500 SF.
IBC 309 Mercantile Group M. Markets
IBC 312 Utility Group U. Warehouse
9 - FIRE PROTECTION SYSTEMS
(Mass. Amendment) Table 903.2 Occupancy Automatic
Spinkler Requirements.
Existing Barn and New Washroom do not need an Automatic
Sprinkler System because both spaces are less than 12,000 SF and
7,500 SF per Chapter 148 Section 26G .
IBC 906.1 Portable Fire Extinguisher. Portable fire extinguishers
shall be installed in groups B and M.
IBC 907 Fire Alarms and Detection Systems. According to
sections 907.2.2 Group B and 907.2.7 Group M, manual fire
alarm systems are not required as the combined maximum
occupancy load for both stories is less than 500 people.
10 - MEANS OF EGRESS
IBC 1004.1.2 Maximum Floor Area Allowances Per Occupant.
Business Areas: 100 SF/Occupant
Mercantile: 60 SF/Occupant
IBC 1006.2.1 Spaces With One Exit or Exit Access Doorway.
IBC 1006.2(2) Stories With One Exit or Access to One Exit for
Other Occupancies. According to Table 1006.2(2) the second
floors of the Existing Barn and the New Washroom do not need
to be connected, as the total Path of Egress Travel exceeds
75'-0".
IBC 1013.1 Exit Signs. Exits and exit access doors shall be marked
by an approved exit sign readily visible from any direction of
egress travel. The path of egress travel to exits and within exits
shall be marked by readily visible exit signs to clearly indicate the
direction of egress travel in cases where the exit or the path of
egress travel is not immediately visible to the occuapants.
Exceptions:
1. Exit signs are not required in rooms or areas that
require only one exit or exit access.
PLUMBING CODE
Section 10.10 Plumbing Fixtures, 18.i .4
In business or commercial establishments (except industrial)
where the total number of employees that can be
accommodated at any one time is 20 individuals and the total
gross space is less than 2,000 square feet,
Note: the gross SF of the commercial (non agricultural storage)
areas is less than 2,000 SF and the Design Occupancy is 20,
therefore one toilet is sufficient.
Occupancy Max. Occupant Load Max. Common Path of
Egress Travel (feet)
M
B
49
49
75
100
Total 27
Area
First Floor
Second Floor
1,030 SF
1,808 SF
Occ.
17
6
Group M
New Washroom
(Group B)
SF / OCC
500Warehouse (U)
100615 SF
4
60
Design Load
0 - same as above
3
20
17
2
45'-1" +/-36'-0"2'-1" +/-26'-0"2'-1" +/-30'-1" +/-NEW PERIMETER DRAIN
LINES OF CUT STEM WALL
FOR DOOR OPENINGS
20'-0"12'-2"CUT NEW OPENING IN
EXISTING STEM WALL FOR
NEW DOOR OPENING
DOOR
0'-0"
TOP OF WALL
+1'-0"
APPROX. LOCATION OF
NEW TRENCH DRAIN
WITH CLEAN-OUT, PITCH
CONCRETE PAD.
ISOLATE SLAB UNDER
COOLER AT EXISTING WALL BREAK IN SLAB
WITH INSULATION
AT COOLER
17'-3"10'-10 1/2"
23'-0 1/4"8'-2 3/4"PITCH WASHROOM
FLOOR TO DRAIN
2
A-4.4
3
A-4.4
6
A-4.2
LOCATION OF FOOTINGS
UNDER NEW POSTS
16'-0" +/-FOOTINGS UNDER
POSTS AT STAIR
55 GAL. TUB WITH
OUTLET PIPE THRU
FOUNDATION WALL,
PITCHED TO DAYLIGHT.
1
A-3.1
1
A-3.1
2
A-3.2
2
A-3.2
2
A-3.1
2
A-3.1
1
A-3.2
1
A-3.2
FOUNDATION PLAN
Scale: 3/16" = 1'-0"1 A-1.0
FOUNDATION
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET
45'-1" +/-36'-0"2'-1" +/-26'-0"2'-1" +/-01-01-C
01-11-B 01-10-B 01-09-B01-12-B 01-08-B
01-04-C01-07-C 01-06-C 01-05-C
01-08-E
01-05-D
01-04-A
01-03-D01-02-D
01-09-F12'-0"12'-0"44'-0"
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
10'-10" +/-
EQUAL
01-02-A
01-01-B
4'-0"7'-6"7'-6"2'-0"
ABOVE
8'-0"8'-0"8'-0"6'-0"
PIPE TO DAYLIGHT
EXTENDED TABLES
AROUND POSTS
EXISTING STAIR TO
REMAIN
INFILL EXTERIOR WALL
AT EXISTING WINDOW
LOCATION OR INSTALL
SHORTER WINDOW, TBD.
EXISTING AC
THRU WALL
NEW EGRESS STAIR
FROM LOFT
EQUIPMENT ON WHEELS
TO ALLOW FOR FLEXIBLE
WORK AREA
DOUBLE ACTING
"SALOON" DOORS
AC UNIT
INSULATED DOOR,
TYPE TBD
NEW 2X6 EXTERIOR WALLS
WITH CELLULOSE
BEAM WITH POSTS
AT BOTH ENDS
POSTS TO CARRY
RIDGE BEAM
NEW POST TO CARRY
NEW RIDGE BEAM TO
EXISTING FOUNDATION
APPROX. LOCATION OF
NEW TRENCH DRAIN
WITH CLEAN-OUT, PITCH
CONCRETE PAD.
DEMOLITION OF
CHIMNEY, TBD
55 GAL. TUB WITH
OUTLET PIPE THRU
FOUNDATION WALL,
PITCHED TO DAYLIGHT.4'-2"WDW ABOVE1
1
3'-0"
MIN.
APPROX. LOCATION OF
EXISTING ELECTRIC
ENTRANCE AND METER —
ALL ELECTRICAL WORK
SHALL MEET
MASSACHUSETTS
ELECTRICAL CODE AND
2020 NEC.
UTILITY SINK
(2) NEW ACCESSIBLE
TOILET ROOMS.
HANDWASHING SINK
1
A-3.1
1
A-3.1
2
A-3.2
2
A-3.2
2
A-3.1
2
A-3.1
1
A-3.2
1
A-3.2
FIRST FLOOR PLAN
Scale: 3/16" = 1'-0"1
1
A-1.1A
A-1.1
FIRST FLOOR
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET1 12/14/2022
A-1.1A
WASH ROOM
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETRINSE CONVEYER MACHINE01-08-B
01-04-C01-07-C 01-06-C 01-05-C
01-08-E
01-05-D
01-04-A
01-03-D01-02-D
01-09-F
AC UNIT ROLLER TABLEDRY GOODS
BRUSHESSTORAGE
STORAGE
SORTING
TABLE
WALK-IN
SPIN DRYER
GREENS
SOAKER
18 RISERS AT 6-7/8" +/-UP
55 GAL. TUB WITH OUTLET
PIPE THRU FOUNDATION
WALL, PITCHED TO
DAYLIGHT.
APPROX. LOCATION OF
NEW TRENCH DRAIN
WITH CLEAN-OUT,
PITCH CONCRETE PAD.
10'-0"7 1/2"10'-5 1/2"14'-0 1/2"17'-0"2'-0"5'-11 1/2"2'-0"19'-10"2'-9 1/2"2'-0"3'-0"5 1/2"3'-0"5"3'-8"
4 TREADS
3'-0"16'-0"(4) 6x6 POSTS WRAPPED
IN FRP TO FRAME STAIR
OPENING.
4'-0"7'-6"7'-6"2'-0"
WDW ABOVE 14'-2"7'-8"4'-2"WDW ABOVE8'-0"8'-0"8'-0"6'-0"
WASHROOM PLAN
Scale: 3/8" = 1'-0"1
A-1.1B
TOILET ROOM
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET2 12/20/20223'-6"1'-6"7'-6"3'-6"1'-0"6"3'-6"6'-0"7"6'-0"
1'-0"3'-6"3'-6"1'-6"7'-6"3'-0"
MIN.
TOILET ROOM PLAN
Scale: 1/2" = 1'-0"1
6"3'-6"29" MIN.27"MIN.34" MAX.3'-0"6"2'-10"2'-0" MAX.40" MAX.6'-10"LIGHT FIXTUREINTERIOR ELEVATIONS
Scale: 1/2" = 1'-0"2
A-1.2
LOFT PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET1 12/14/2022
02-08-A 02-07-A02-09-A
02-01-A 02-03-A02-02-A
02-01-G
02-10-E
02-12-E
02-11-E
02-04-D
DN.
STORAGE
(EMPLOYEE ONLY)
OPEN TO BELOW
45'-1"36'-0"2'-1" +/-26'-0"2'-1" +/-30'-1"FUTURE
PORCH ROOF
FUTURE
PORCH ROOF
LOFT
02-06-E
02-05-D
APPROXIMATE
CENTERLINE OF
ROOF PEAK
LINE OF COOLER
BELOW
REMOVE 3RD LEVEL LOFT; ADD
SPRAY FOAM TO ROOF
APPROX. LOCATION
OF 3 NORTH FACING
SKYLIGHTS ABOVE
MOVE AND WIDEN
EXISTING DOOR
OPENING
WINDOW ABOVE -
REPLACE OR INFILL,
TBD.
NEW POST UNDER
RIDGE BEAM
POSTS TO HEADER
DEMOLITION OF
CHIMNEY, TBD.
3'-8"
5 RISERS
3'-0"
42" HIGH GAURD
RAILS/HALF WALLS
HANDRAILS BOTH
SIDES OF STAIRS WITH
12" EXTENSIONS PER
CODE.
DN.
2 RISERS AT 4 1/2" +/-
DEMO ACCESS TO
3RD LEVEL LOFT
EXISTING STAIR TO
REMAIN
1
1
A-3.1
1
A-3.1
2
A-3.2
2
A-3.2
2
A-3.1
2
A-3.1
1
A-3.2
1
A-3.2
SECOND FLOOR PLAN
Scale: 3/16" = 1'-0"1
A-1.3
ROOF PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET8:12 +/-8:12 +/-8:128:12ROOF OF FUTURE PORCH
ROOF OF FUTURE PORCH
NEW ICE AND WATER SHIELD
AND FLASHING AT
ROOF/WALL INTERSECTION
DEMO CHIMNEY?
1
A-3.1
1
A-3.1
2
A-3.2
2
A-3.2
2
A-3.1
2
A-3.1
1
A-3.2
1
A-3.2
ROOF PLAN
Scale: 3/16" = 1'-0"1
AAA
AC B D
D
DAC UNIT
DASHED LINES OF
FUTURE PORCH
NEW METAL ROOF ON
T&G 1 HR SHEATHING
45'-1" +/-36'-0"11'-0" +/-EXISTING FLOOR TO FLOOR10'-2 3/4"ADDITION FLOOR TO FLOORA
LOCATION OF
FUTURE DOOR
"D" WINDOWS TO BE
TEMPERED BY CODE
INSTALL NEW SHORTER
WINDOWS INTO EXISTING R.O.2'-1 1/2"KEEP GLAZING GREATER
THAN 18" ABOVE FLOOR1
A-3.1
1
A-3.1
1
A-3.2
1
A-3.2 SOUTH ELEVATION
Scale: 3/16" = 1'-0"1
A-2.1
S+E ELEVATIONS
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETD
FUTURE HELICAL PIERS WITH
COLLARS FOR TIE DOWN
DASHED LINES OF FUTURE PORCH:
HEAVY TIMBER CONSTRUCTION
- 4x7 RAFTERS AT 24" OC
- 7X9 BEAMS
- 8X8 POSTS
12'-0"
2'-1" +/-
26'-0"
2'-1" +/-
12'-0"10'-2 3/4"FLOOR TO FLOORDASHED LINES OF
FUTURE PORCH
E
D
INFILL EXISTING
WINDOW?
NEW FLASHING
HOLD SIDING UP MIN.
4" ABOVE ROOF
"D" WINDOWS TO BE
TEMPERED BY CODE
2
A-3.2
2
A-3.2
EAST ELEVATION
Scale: 3/16" = 1'-0"2
CC C C
B B B B
A A A
36'-0"45'-1" +/-11'-0" +/-FLOOR TO FLOOR10'-2 3/4"FLOOR TO FLOORDASHED LINES OF
FUTURE PORCH
INSTALL NEW
SHORTER WINDOWS
INTO EXISTING R.O.
INFILL AT REMOVED
WINDOW LOCATION
B
1
A-3.1
1
A-3.1
1
A-3.2
1
A-3.2 NORTH ELEVATION
Scale: 3/16" = 1'-0"1
A-2.2
N+W ELEVATIONS
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET12'-0"30'-1" +/-12'-0"11'-0" +/-FLOOR TO FLOORDASHED LINES OF
FUTURE PORCH
DASHED LINES OF
FUTURE PORCH
E
E
E
1'-9 1/2"KEEP GLAZING GREATER
THAN 18" ABOVE FLOOR
2
A-3.2
2
A-3.2
WEST ELEVATION
Scale: 3/16" = 1'-0"2
REMOVE EXISTING 3RD
LEVEL LOFT JOISTS AND
FLOOR BOARDS
7'-4" +/-FLOOR TO FLOOR11'-0" +/-FLOOR TO FLOOR17'-9" +/-17'-9" +/-
SECTION THRU EXISTING BARN
Scale: 3/16" = 1'-0"1
1
A-4.1
A-3.1
BUILDING
SECTIONS
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET10'-2 3/4"18 RISERS AT 6 7/8" +/-6'-8"HEADROOM11'-0" +/-19 RISERS AT 6 15/16" +/-4'-7 5/8"8 RISERS6'-4 3/8" +/-11 RISERSNEW 8x8 POST AND
BEAM FRAMING AT
NEW STAIR
SKYLIGHTS BEYOND
CANTILEVER BEAM END TO
KEEP FOOTING AWAY FROM
FLOOR OF COOLER 2'-10"5 RISERS7'-4 3/4"18 RISERSWALK-IN COOLER
BEAM BEYOND AT
LONG SPAN
THREE POSTS BEYOND TO
FRAME STAIR
6'-8"HEADROOM3'-6"9 1/4"GUARD RAIL
BEYOND
3'-6"DOOR AND STEPS BEYOND,
TWO RISERS AT 4 5/8" +/-
LONGITUDINAL SECTION
Scale: 3/16" = 1'-0"2
1
A-4.4
1
A-4.3
2
A-4.3 10'-2 3/4"18 RISERS AT 6 7/8" +/-2'-10"5 RISERS7'-4 3/4"18 RISERS6'-8"HEADROOM3'-6"STAIR DETAIL
Scale: 1/4" = 1'-0"3
26'-0"
NEW BEAM (4) 18" LVLS
SPANNING APPROX.
25'-6" WITH (4) SPF 2 X 6
POSTS AT BOTH ENDS
RIDGE BEAM: SEE BELOW
NEW POST IN EXISTING
BARN WALL TO BEAR ON
EXISTING FOUNDATION
BEYOND: 8 X 8 # 2 SP OR
(3) SPF 2 X 6.
REFIINISH EXISTING
BARN SIDING
11'-11" +/-19'-4" +/-3'-6"GUARD RAIL WITH
WOOD CAP
E
CUT EXISTING
STEM WALL
12
8
12
8
DETERMINE IF EXISTING
WINDOW IS TO BE REPLACED
OR REMOVED AND INFILLED.
G
9 1/4"NEW EGRESS DOOR FOR EXISTING
BARN ATTIC WITH 9 1/4" +/- STEP
DOWN (2 RISERS AT 4 5/8" +/-)
INTO NEW WASHROOM LOFT
LOFT JOISTS: 2 X 12s @ 12"
O.C.
RAFTERS: 14" TJI 110 @ 24"
O.C. OR 2x12s @16" O.C.5'-0"T.O. PLATE9 1/4"8'-4"T.O. PLATE1'-0"4'-0"10'-0"T.O. PLATE1'-0"4'-0"10'-2 3/4"FLOOR TO FLOORSECTION THRU NEW ADDITION
Scale: 3/16" = 1'-0"1
2
A-4.2
1
A-4.2
A-3.2
BUILDING
SECTIONS
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET26'-0"
RIDGE BEAM: 5 PLY 1.9E
24"LVL, BOLTED PER
MANUFACTURER.
E
HEADER: (3) 9.25 LVL
POSTS: (3) SPF 2 X 6
8
12
8
12
D 3'-6"3'-6"D
HEADER: (3) 9.25 LVL
POSTS: (3)
SPF 2 X 6 5'-0"T.O. PLATE9 1/4"8'-4"T.O. PLATE1'-0"4'-0"10'-0"T.O. PLATE1'-0"4'-0"10'-2 3/4"FLOOR TO FLOORSECTION THRU NEW ADDITION
Scale: 3/16" = 1'-0"2
A-4.1
WALL SECTION
EXISTING BARN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET10" +/-1'-7" +/-EXISTING 8x8 POSTS
AND BEAMS BEHIND
NEW P.T. 2X4 WALL
WALL CONSTRUCTION:
- NEW VERTICAL T&G SIDING
- ON NEW HORIZONTAL 2x4 NAILERS AT
24" O.C. CONNECTED WITH LONG
TIMBERLOCKS
- ON 3" FOIL FACE FOAM
- ON EXISTING T&G SHEATHING/SIDING
- ON EXISTING 4" +/- STUDS
EXISTING 19"
CONCRETE STEM WALL
(LOCATION VARIES)
REMOVE EXISTING
3RD LEVEL LOFT JOISTS
AND FLOOR BOARDS
1'-0" +/-
EXIST.
EXISTING SLAB,
NO WORK
EXISTING BARN WALL
Scale: 3/4" = 1'-0"1
2
A-4.1
3
A-4.1
4
A-4.17'-4" +/-FLOOR TO FLOOR11'-0" +/-FLOOR TO FLOORINSULATE WITH 5" OF
CLOSED CELL SPRAY FOAM
NEW T&G PINE BD CEILING
NEW HORIZONTAL
2x4 NAILERS
NEW VERTICAL
T&G SIDING
EAVE DETAIL
Scale: 1 1/2" = 1'-0"2
EXIST. T&G
SIDING/SHEATHING
NEW 3" FOIL FACE
FOAM, TAPED
Z FLASHING OVER
STRAPPING, FULLY
TAPED TO RIGID
FOAM
FLOOR DETAIL
Scale: 1 1/2" = 1'-0"3 1" +/-7" +/-7" +/-8"MIN.7" +/-1'-7" +/-NEW P.T. 2x4 WALL
FOUNDATION DETAIL
Scale: 1 1/2" = 1'-0"4
A-4.2
WALL SECTION
NEW ADDITION
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETNEW SLAB CONSTRUCTION:
- 4" CONCRETE SLAB
- ON 2" RIGID INSULATION
- ON 6 MIL. POLY VAPOR BARRIER
- ON 6" GRAVEL
6
A-4.210'-2 3/4"FLOOR TO FLOOR5'-0"TOP OF PLATE9 1/4"8'-4"TOP OF PLATE1'-0"4'-0"MIN.WALL SECTION
Scale: 3/4" = 1'-0"2
FRP CEILING
NEW ROOF CONSTRUCTION (R-45):
- FABRAL GRANDRIB METAL ROOF
- ON SHEATHING
- ON 14" TJI JOISTS AT 24" O.C. WITH
VENTED CAVITY
- 3.25" CLOSED CELL FOAM
- 8" OPEN CELL FOAM
- SMART VAPOR RETARDER
- 1" T&G PINE BOARD CEILING
NEW WALL CONSTRUCTION:
- VERTICAL T&G SIDING
- ON NEW HORIZONTAL 2x4 NAILERS AT
24" O.C. CONNECTED WITH LONG
TIMBERLOCKS
- ON ZIP-R SHEATHING
- ON 2x6 STUD WALL WITH CELLULOSE
- INTERIOR FINISH; FRP AT LOWER LEVEL
WALL SECTION
Scale: 3/4" = 1'-0"1
3
A-4.2
5
A-4.2
8"MIN.SLAB EDGE
INSULATION
2" RIGID FOAM
BLOCKING
AND FRP
FOUNDATION DETAIL
Scale: 1 1/2" = 1'-0"6 1'-0"FDN. STEM4"2"6"APPLIED EAVE WITH
VENTED SOFFIT
METAL DRIP
AIR
EAVE DETAIL
Scale: 1 1/2" = 1'-0"3
CLOSED CELL OR
NETTED DENSE PACKED
CELLULOSE, TBD.
FLOOR DETAIL
Scale: 1 1/2" = 1'-0"5 3/4"3/4"9 1/4"ROOF VENT DETAIL
Scale: 1 1/2" = 1'-0"4
A-4.3
WALL SECTION
NEW ADDITION
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETADDITION RAKE
Scale: 3/4" = 1'-0"2
4
A-4.3
EXISTING RAKE
Scale: 3/4" = 1'-0"1
3
A-4.3 EXISTING RAKE DETAIL
Scale: 1 1/2" = 1'-0"3 8"MIN.ADDITION RAKE DETAIL
Scale: 1 1/2" = 1'-0"4
OPEN CELL FOAM
1/8" PLYWOOD BAFFLE
METAL FLASHING BY
ROOF MANUFACTURER
1'-0"
SMART VAPOR/AIR BARRIER
AIR SPACE
14" TJI
FABRAL GRANDRIB
METAL ROOF
FLASHING
CAULK SHEATHING TO STUDS
TO TRANSITION AIR BARRIER
TO CEILING PLANE
CLOSED CELL FOAM
A-4.4
WALL SECTION
NEW ADDITION
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET9'-0"8'-11 1/4"
WALK-IN
3
A-4.4
SECTION THRU NEW WALK-IN
Scale: 3/4" = 1'-0"1
2
A-4.4
THERMAL
BREAK AT SLAB
FRP
2X4 WALL
WALK-IN WASHROOM
4"2"6"DETAIL
Scale: 1 1/2" = 1'-0"3
EXISTING WALL
ASSEMBLY
EXISTING BARN WALK-IN
EXISTING EXTERIOR
SHEATHING
NEW 4" RIGID
THERMAL BREAK AT
SLAB EDGE
FRP
DETAIL
Scale: 1 1/2" = 1'-0"2
A-4.5
TRENCH DRAIN
DETAIL
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETTRAP6"4" INLET PIPE
SLOPED
TRENCH DRAIN DETAIL
Scale: 1 1/2" = 1'-0"1 4"SLOPE 10"CONCRETE BED
1'-0" +/-
REMOVABLE SECTIONED
STEEL GRATES
1'-0"WATER
2'-0"
CUSTOM 24"x24" DIAMOND
PLATE STEEL CAP,
REINFORCED WITH AN "X"
90 DEGREE ELBOW OUTLET
(4" BELOW INLET) 4"12" ABOVE BOTTOM OF TUB
FOR ACCUMULATION OF DIRT
55 GALLON PLASTIC TUB
SLOPED
DAYLIGHT
SANITARY TEE JUST OUTSIDE
BUILDING FOR EASY
CLEANING OF CLOGS
A-5.1
WINDOW
SCHEDULE
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETWindow Schedule FloorMarkShape / TypeLocation Operation
Existing Sash
PROPOSED
Sash Operation -
Glazing Material and Finish
Exterior Casing:
Material and Color
Exterior Finish:
Material and Finish
Interior Frame:
Material and Finish
Interior Sash:
Material and Finish
Interior Trim:
Manufacturer Comments
01-01-B BARN Double Hung
01-02-D WASHROOM N/A Fixed Glass TEMPERED
01-03-D WASHROOM N/A Fixed Glass TEMPERED
01-04-C WASHROOM N/A Double Hung WITH TRANSOM
01-05-C WASHROOM N/A Double Hung WITH TRANSOM
01-06-C WASHROOM N/A Double Hung WITH TRANSOM
01-07-C WASHROOM N/A Double Hung WITH TRANSOM
01-08-B BARN Double Hung
01-09-B BARN Double Hung
01-10-B BARN Double Hung
01-11-B BARN Double Hung
01-12-B BARN Double Hung
02-01-A BARN Double Hung
02-02-A BARN Double Hung
02-03-A BARN Double Hung
02-04-D WASHROOM N/A Fixed Glass TEMPERED
02-05-D WASHROOM N/A Fixed Glass TEMPERED
02-06-E WASHROOM N/A Double Hung
02-07-A BARN Double Hung
02-08-A BARN Double Hung
02-09-A BARN Double Hung
02-10-E BARN Double Hung
02-11-E BARN Double Hung
02-12-E BARN Double Hung
A
B
D
C3'-6"2'-8"6'-4"2'-10"6'-4"3'-0"1'-6"2'-0"2'-0"E
4'-6"2'-8"
EXISTING RO: 35"x76" EXISTING RO: 32"x61" TEMPERED GLASS
IBC 2406.4 Hazardous locations.
2406.4.1 Glazing in doors. Glazing in all fixed and
operable panels of swinging, sliding and bifold doors
shall be considered to be a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3-
inch-diameter (76 mm) sphere is unable to pass.
2. Decorative glazing.
3. Glazing materials used as curved glazed panels in
revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing adjacent to doors. Glazing in an
individual fixed or operable panel adjacent to a door
where the nearest vertical edge of the glazing is within
a 24-inch (610 mm) arc of either vertical edge of the
door in a closed position and where the botton
exposed edge of the glazing is less than 60 inches
(1524 mm) above the walking surface shall be
considered to be a hazardous location.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other
permanent barrier between the door and glazing.
3. Where access through the door is to a closet or
storage area 3 feet (914 mm) or less in depth. Glazing
in this application shall comply with section 2406.4.3
4. Glazing in walls on the latch side of and
perpendicular to the plane of the door in a closed
position in one- and two-family dwellings or within
dwelling units in Group R-2.
2406.4.3 Glazing in windows. Glazing in an
individual fixed or operable panel that meets all of the
following conditions shall be considered to be a
hazardous location:
1. The exposed area of an individual pane is larger
than 9 square feet (0.84 m2),
2. The bottom edge of the glazing is less than 18
inches (457 mm) above the floor,
3. The top edge of the glazing is more than 36
inches (914 mm) above the floor, and
4. One or more walking surfaces are within 36
inches (914 mm), measured horizontally and in a
straight line, of the glazing.
Exceptions:
3. Outboard panes in insulating glass units and
other multiple glazed panels where the bottom edge
of the glass is 25 feet (7620 mm) or more above
grade, a roof, walking surfaces or other horizontal
[within 45 degrees (0.79 rad) of horizontal] surface
adjacent to the glass exterior.
2406.4.5 Glazing and wet surfaces. Glazing in
walls... and enclosures... containing... bathtubs and
showers... where the bottom exposed edge of the
glazing is less than 60 inches (1524 mm)... above any
standing or walking surface shall be considered to be
a hazardous location. This shall apply to single glazing
and each pane in multiple glazing.
Exception: Glazing that is more than 60 inches (1524
mm), measured horizontally and in a straight line,
from the water’’s edge of a bathtub... or from the
edge of a shower...
2406.4.6 Glazing adjacent to stairs and ramps.
Glazing where the bottom exposed edge of the
glazing is less than 60 inches (914 mm) above the
plane of the adjacent walking surface of stairways...
shall be considered to be a hazardous location.
2406.4.6 Glazing adjacent to the bottom stairway
landing. Glazing adjcent to the landing at the
bottom of a stairway where the glazing is less than 60
inches (1524 mm) above the landing and within a
60-inch (1524 mm) horizontal arc that is less than
180 degrees (3.14 rad) from the bottom tread nosing
shall be considered a hazardous location.
IBC 2406.4 Hazardous locations.
2406.4.1 Glazing in doors. Glazing in all fixed and
operable panels of swinging, sliding and bifold doors
shall be considered to be a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3-
inch-diameter (76 mm) sphere is unable to pass.
2. Decorative glazing.
3. Glazing materials used as curved glazed panels in
revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing adjacent to doors. Glazing in an
individual fixed or operable panel adjacent to a door
where the nearest vertical edge of the glazing is within
a 24-inch (610 mm) arc of either vertical edge of the
door in a closed position and where the botton
exposed edge of the glazing is less than 60 inches
(1524 mm) above the walking surface shall be
considered to be a hazardous location.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other
permanent barrier between the door and glazing.
3. Where access through the door is to a closet or
storage area 3 feet (914 mm) or less in depth. Glazing
in this application shall comply with section 2406.4.3
4. Glazing in walls on the latch side of and
perpendicular to the plane of the door in a closed
position in one- and two-family dwellings or within
dwelling units in Group R-2.
2406.4.3 Glazing in windows. Glazing in an
individual fixed or operable panel that meets all of the
following conditions shall be considered to be a
hazardous location:
1. The exposed area of an individual pane is larger
than 9 square feet (0.84 m2),
2. The bottom edge of the glazing is less than 18
inches (457 mm) above the floor,
3. The top edge of the glazing is more than 36
inches (914 mm) above the floor, and
4. One or more walking surfaces are within 36
inches (914 mm), measured horizontally and in a
straight line, of the glazing.
Exceptions:
3. Outboard panes in insulating glass units and
other multiple glazed panels where the bottom edge
of the glass is 25 feet (7620 mm) or more above
grade, a roof, walking surfaces or other horizontal
[within 45 degrees (0.79 rad) of horizontal] surface
adjacent to the glass exterior.
2406.4.5 Glazing and wet surfaces. Glazing in
walls... and enclosures... containing... bathtubs and
showers... where the bottom exposed edge of the
glazing is less than 60 inches (1524 mm)... above any
standing or walking surface shall be considered to be
a hazardous location. This shall apply to single glazing
and each pane in multiple glazing.
Exception: Glazing that is more than 60 inches (1524
mm), measured horizontally and in a straight line,
from the water’’s edge of a bathtub... or from the
edge of a shower...
2406.4.6 Glazing adjacent to stairs and ramps.
Glazing where the bottom exposed edge of the
glazing is less than 60 inches (914 mm) above the
plane of the adjacent walking surface of stairways...
shall be considered to be a hazardous location.
2406.4.6 Glazing adjacent to the bottom stairway
landing. Glazing adjcent to the landing at the
bottom of a stairway where the glazing is less than 60
inches (1524 mm) above the landing and within a
60-inch (1524 mm) horizontal arc that is less than
180 degrees (3.14 rad) from the bottom tread nosing
shall be considered a hazardous location.
IBC 2406.4 Hazardous locations. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding and bifold doors shall be considered to be a hazardous location.Exceptions:
1. Glazed openings of a size through which a 3-
inch-diameter (76 mm) sphere is unable to pass.
2. Decorative glazing.
3. Glazing materials used as curved glazed panels in
revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing adjacent to doors. Glazing in an
individual fixed or operable panel adjacent to a door
where the nearest vertical edge of the glazing is within
a 24-inch (610 mm) arc of either vertical edge of the
door in a closed position and where the botton
exposed edge of the glazing is less than 60 inches
(1524 mm) above the walking surface shall be
considered to be a hazardous location.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other
permanent barrier between the door and glazing.
3. Where access through the door is to a closet or
storage area 3 feet (914 mm) or less in depth. Glazing
in this application shall comply with section 2406.4.3
4. Glazing in walls on the latch side of and
perpendicular to the plane of the door in a closed
position in one- and two-family dwellings or within
dwelling units in Group R-2.
2406.4.3 Glazing in windows. Glazing in an
individual fixed or operable panel that meets all of the
following conditions shall be considered to be a
hazardous location:
1. The exposed area of an individual pane is larger
than 9 square feet (0.84 m2),
2. The bottom edge of the glazing is less than 18
inches (457 mm) above the floor,
3. The top edge of the glazing is more than 36
inches (914 mm) above the floor, and
4. One or more walking surfaces are within 36
inches (914 mm), measured horizontally and in a
straight line, of the glazing.
Exceptions:
3. Outboard panes in insulating glass units and
other multiple glazed panels where the bottom edge
of the glass is 25 feet (7620 mm) or more above
grade, a roof, walking surfaces or other horizontal
[within 45 degrees (0.79 rad) of horizontal] surface
adjacent to the glass exterior.
2406.4.5 Glazing and wet surfaces. Glazing in
walls... and enclosures... containing... bathtubs and
showers... where the bottom exposed edge of the
glazing is less than 60 inches (1524 mm)... above any
standing or walking surface shall be considered to be
a hazardous location. This shall apply to single glazing
and each pane in multiple glazing.
Exception: Glazing that is more than 60 inches (1524
mm), measured horizontally and in a straight line,
from the water’’s edge of a bathtub... or from the
edge of a shower...
2406.4.6 Glazing adjacent to stairs and ramps.
Glazing where the bottom exposed edge of the
glazing is less than 60 inches (914 mm) above the
plane of the adjacent walking surface of stairways...
shall be considered to be a hazardous location.
2406.4.6 Glazing adjacent to the bottom stairway
landing. Glazing adjcent to the landing at the
bottom of a stairway where the glazing is less than 60
inches (1524 mm) above the landing and within a
60-inch (1524 mm) horizontal arc that is less than
180 degrees (3.14 rad) from the bottom tread nosing
shall be considered a hazardous location.
IBC 2406.4 Hazardous locations.
2406.4.1 Glazing in doors. Glazing in all fixed and
operable panels of swinging, sliding and bifold doors
shall be considered to be a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3-
inch-diameter (76 mm) sphere is unable to pass.
2. Decorative glazing.
3. Glazing materials used as curved glazed panels in
revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing adjacent to doors. Glazing in an
individual fixed or operable panel adjacent to a door
where the nearest vertical edge of the glazing is within
a 24-inch (610 mm) arc of either vertical edge of the
door in a closed position and where the botton
exposed edge of the glazing is less than 60 inches
(1524 mm) above the walking surface shall be
considered to be a hazardous location.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other
permanent barrier between the door and glazing.
3. Where access through the door is to a closet or
storage area 3 feet (914 mm) or less in depth. Glazing
in this application shall comply with section 2406.4.3
4. Glazing in walls on the latch side of and
perpendicular to the plane of the door in a closed
position in one- and two-family dwellings or within
dwelling units in Group R-2.
2406.4.3 Glazing in windows. Glazing in an
individual fixed or operable panel that meets all of the
following conditions shall be considered to be a
hazardous location:
1. The exposed area of an individual pane is larger
than 9 square feet (0.84 m2),
2. The bottom edge of the glazing is less than 18
inches (457 mm) above the floor,
3. The top edge of the glazing is more than 36
inches (914 mm) above the floor, and
4. One or more walking surfaces are within 36
inches (914 mm), measured horizontally and in a
straight line, of the glazing.
Exceptions:
3. Outboard panes in insulating glass units and
other multiple glazed panels where the bottom edge
of the glass is 25 feet (7620 mm) or more above
grade, a roof, walking surfaces or other horizontal
[within 45 degrees (0.79 rad) of horizontal] surface
adjacent to the glass exterior.
2406.4.5 Glazing and wet surfaces. Glazing in
walls... and enclosures... containing... bathtubs and
showers... where the bottom exposed edge of the
glazing is less than 60 inches (1524 mm)... above any
standing or walking surface shall be considered to be
a hazardous location. This shall apply to single glazing
and each pane in multiple glazing.
Exception: Glazing that is more than 60 inches (1524
mm), measured horizontally and in a straight line,
from the water’’s edge of a bathtub... or from the
edge of a shower...
2406.4.6 Glazing adjacent to stairs and ramps.
Glazing where the bottom exposed edge of the
glazing is less than 60 inches (914 mm) above the
plane of the adjacent walking surface of stairways...
shall be considered to be a hazardous location.
2406.4.6 Glazing adjacent to the bottom stairway
landing. Glazing adjcent to the landing at the
bottom of a stairway where the glazing is less than 60
inches (1524 mm) above the landing and within a
60-inch (1524 mm) horizontal arc that is less than
180 degrees (3.14 rad) from the bottom tread nosing
shall be considered a hazardous location.
A-5.2
DOOR SCHEDULE
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETDoor Schedule
Nominal Size
MarkWidthHeightThicknessDoor Operation Location Glazing Hardware Comments
01-01-C 9'10"8'9"0.146 Barn EXTERIOR/BARN INSULATED, TEMPERED CLASP LOCK
ROLLING BARN DOOR WITH
01-02-A 3'0"6'8"0.146 Swing Simple EXTERIOR/BARN INSULATED, TEMPERED BOLT
LEVER HANDLE AND DEAD
01-04-A 3'0"6'8"0.146 Swing Simple EXTERIOR/WASHROOM INSULATED, TEMPERED BOLT
LEVER HANDLE AND DEAD
01-05-D 8'0"8'9"0.146 Barn EXTERIOR/WASHROOM INSULATED, TEMPERED CLASP LOCK
ROLLING BARN DOOR WITH
01-08-E 4'0"6'8"0.146 Swing Bi-part BARN/WASHROOM INSULATED, TEMPERED DOUBLE ACTING
01-09-F 3'0"6'8"0.146 Swing Simple WASHROOM/WALK-IN N/A COOLER HARDWARE WASHABLE SURFACE
02-01-G 3'0"6'8"0.146 Swing Simple BARN/WASHROOM N/A BOLT
LEVER HANDLE AND DEAD
A
B
6'-8"3'-0"6'-8"3'-0"8'-9"FUTURE DOOR
C8'-9"9'-10"
D8'-9"8'-0"
E
6'-8"4'-0"
F
6'-8"3'-0"
SITE BUILT, INSULATED BARN DOOR SITE BUILT, INSULATED BARN DOOR DOUBLE ACTING DOORS INSULATED DOOR WITH
WASHABLE SURFACE
(COOLER)
TYPICAL INSULATED
TEMPERED GLASS,
ALL DOORS.
IBC 2406.4 Hazardous locations.
2406.4.1 Glazing in doors. Glazing in all fixed and
operable panels of swinging, sliding and bifold doors
shall be considered to be a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3-
inch-diameter (76 mm) sphere is unable to pass.
2. Decorative glazing.
3. Glazing materials used as curved glazed panels in
revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing adjacent to doors. Glazing in an
individual fixed or operable panel adjacent to a door
where the nearest vertical edge of the glazing is within
a 24-inch (610 mm) arc of either vertical edge of the
door in a closed position and where the botton
exposed edge of the glazing is less than 60 inches
(1524 mm) above the walking surface shall be
considered to be a hazardous location.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other
permanent barrier between the door and glazing.
3. Where access through the door is to a closet or
storage area 3 feet (914 mm) or less in depth. Glazing
in this application shall comply with section 2406.4.3
4. Glazing in walls on the latch side of and
perpendicular to the plane of the door in a closed
position in one- and two-family dwellings or within
dwelling units in Group R-2.
2406.4.3 Glazing in windows. Glazing in an
individual fixed or operable panel that meets all of the
following conditions shall be considered to be a
hazardous location:
1. The exposed area of an individual pane is larger
than 9 square feet (0.84 m2),
2. The bottom edge of the glazing is less than 18
inches (457 mm) above the floor,
3. The top edge of the glazing is more than 36
inches (914 mm) above the floor, and
4. One or more walking surfaces are within 36
inches (914 mm), measured horizontally and in a
straight line, of the glazing.
Exceptions:
3. Outboard panes in insulating glass units and
other multiple glazed panels where the bottom edge
of the glass is 25 feet (7620 mm) or more above
grade, a roof, walking surfaces or other horizontal
[within 45 degrees (0.79 rad) of horizontal] surface
adjacent to the glass exterior.
2406.4.5 Glazing and wet surfaces. Glazing in
walls... and enclosures... containing... bathtubs and
showers... where the bottom exposed edge of the
glazing is less than 60 inches (1524 mm)... above any
standing or walking surface shall be considered to be
a hazardous location. This shall apply to single glazing
and each pane in multiple glazing.
Exception: Glazing that is more than 60 inches (1524
mm), measured horizontally and in a straight line,
from the water’’s edge of a bathtub... or from the
edge of a shower...
2406.4.6 Glazing adjacent to stairs and ramps.
Glazing where the bottom exposed edge of the
glazing is less than 60 inches (914 mm) above the
plane of the adjacent walking surface of stairways...
shall be considered to be a hazardous location.
2406.4.6 Glazing adjacent to the bottom stairway
landing. Glazing adjcent to the landing at the
bottom of a stairway where the glazing is less than 60
inches (1524 mm) above the landing and within a
60-inch (1524 mm) horizontal arc that is less than
180 degrees (3.14 rad) from the bottom tread nosing
shall be considered a hazardous location.
G
6'-3 1/4"3'-0"
CUSTOM DOOR TO FIT
WITHIN EXISTING BARN
FRAMING
E-1.0
ELECTRICAL
NOTES
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETSYMBOL KEY
SMALL CEILING MOUNTED FIXTURE
EXTERIOR, WALL MOUNTED
FIXTURE
DUPLEX OUTLET, GFC IN WET LOCATIONS
EXT = EXTERIOR OUTLET
AC = ABOVE COUNTER
GFC = GROUND FAULT CIRCUIT
SWITCH
3 = 3 WAY SWITCH
D = DIMMER
SPECIAL PURPOSE
OUTLET
CEILING FAN
4' LED CEILING MOUNTED FIXTURE
CEILING OR BEAM MOUNTED
UTILITY LIGHT
CEILING OR BEAM
MOUNTED TRACK LIGHT
INTERIOR WALL SCONCE
EXTERIOR, WALL MOUNTED
FLOOD LIGHT - 1 LAMP
EXTERIOR, WALL MOUNTED
FLOOD LIGHT - 2 LAMPS
EXT
T
WS
FL
FL
A
F
LARGE CEILING
MOUNTED/SUSPENDED FIXTURE
C
QUAD OUTLET
CEILING FAN/LIGHT COMBO
FL
EX = EXISTING ELECTRICAL FIXTURE
EXIT SIGN
EXIT SIGN WITH DIRECTIONA;
EMERGENCY LIGHTING (SINGLE)
EMERGENCY LIGHTING (DOUBLE)
GENERAL NOTES:
1. THESE PLANS ARE SCHEMATIC ONLY - ELECTRICAL
CONTRACTOR SHOULD WALK THROUGH PROJECT
WITH OWNER AFTER ROUGH FRAMING TO REVIEW,
CLARIFY, AND CHANGE DESIGN.
2. FIXTURES TO BE SELECTED BY OWNER AND
INSTALLED BY ELECTRICIAN.
3. SWITCHES TO BE LOCATED APPROXIMATELY 5" FROM
DOOR TRIM, LATCH SIDE - HEIGHT AS PER CODE.
4. OUTLETS TO BE LOCATED AS PER MIN. COMMERCIAL
CODE REQUIREMENTS. OUTLETS SHOWN ON PLAN ARE
IN APPROXIMATE LOCATIONS AS DESIRED, BUT MAY
NOT MEET THIS MINIMUM STANDARD. OUTLETS
SHOWN ON PLAN MAY NEED TO BE SUPLEMENTED
WITH ADDITIONAL OUTLETS.PROGRESS SET - NOT FOR CONSTRUCTION
3'-0"
MIN.TT
T
EXISTING
ELECTRICAL BOX
EX
EX EXEX
EX
EX
EX
EX
EX
EX
AC UNIT 3 3T T
3
3 T T
3
A
3
FIRST FLOOR PLAN
Scale: 3/16" = 1'-0"1 E-1.1
ELECTRICAL FIRST
FLOOR PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETPROGRESS SET - NOT FOR CONSTRUCTION
E-1.2
ELECTRICAL LOFT
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET1
WS
3
C C C
3
33
WS
WS
3 3
EXIT SIGN
SECOND FLOOR PLAN
Scale: 3/16" = 1'-0"1 PROGRESS SET - NOT FOR CONSTRUCTION
S-1.1
FRAMING LOFT
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SETEXISTING FULL 2x7 JOISTS AT 18" O.C. +/-NEW FRAMING
AROUND NEW STAIR
EXISTING FULL 7x7 POST
AND BEAM FRAMING
NEW POST IN EXISTING
BARN WALL TO BEAR
ON EXISTING
FOUNDATION (SEE
S-1.2)
45'-1" +/-36'-0"30'-1" +/-45'-1" +/-26'-0"6x6 POSTS AND BEAMS
WRAPPED IN FRP AT
STAIR OPENING17'-2"SPANNEW FRAMING INFILL
AT REMOVED STAIR
HEADER: (3) 9.25 LVL
POSTS: (3) SPF 2 X 6
NEW BEAM (4) 18" LVLS
SPANNING APPROX.
25'-6" WITH (4) SPF 2 X 6
POSTS AT BOTH ENDS
LOFT JOISTS: 2 X 12s @ 12"
O.C.
1
A-3.1
1
A-3.1
2
A-3.2
2
A-3.2
2
A-3.1
2
A-3.1
1
A-3.2
1
A-3.2
LOFT FRAMING PLAN
Scale: 3/16" = 1'-0"1
S-1.2
FRAMING ROOF
PLAN
PROJECT NUMBER:
APR 4, 2023
20-15
DRAWN BY:SM
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comCRIMSON AND CLOVER BARN RENOVATION215 SPRING ST.FLORENCE, MAPERMIT SET1 5/24/2022
FRAME FOR THREE
SKYLIGHTS
EXISTING FULL 2x8 RAFTERS AT 24" O.C. +/-
EXISTING 6x8
"CRUTCH" BEAMS
35'-3 1/2" +/-
SPAN
RIDGE BEAM: 5 PLY 1.9E
24"LVL, BOLTED PER
MANUFACTURER.
HEADER: (3) 9.25 LVL
POSTS: (3)
SPF 2 X 6
TJI BLOCKING EITHER
SIDE OF RIDGE BEAM
NEW POST IN EXISTING
BARN WALL TO BEAR ON
EXISTING FOUNDATION
BEYOND: 8 X 8 # 2 SP OR
(3) SPF 2 X 6.
RAFTERS: 14" TJI 110 @ 24"
O.C. OR 2x12s @16" O.C.
FRAME FOR THREE
SKYLIGHTS
EXISTING FULL 2x8 RAFTERS AT 24" O.C. +/-
EXISTING 6x8
"CRUTCH" BEAMS
1
A-3.1
1
A-3.1
2
A-3.2
2
A-3.2
2
A-3.1
2
A-3.1
1
A-3.2
1
A-3.2
ROOF FRAMING PLAN
Scale: 3/16" = 1'-0"1