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4
A4
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1
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GENERAL NOTES 1.
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ICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICTION.2.
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NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST.3.
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IOR TO INITIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.4.
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PMENT. PROVIDE ALL BUCK-OUT, BLOCKING,BACKING, AND JACKS REQUIRED FOR INSTALLATIONS.5.
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OTHERWISE NOTED. INTERIOR WALL FRAMING AT NON-LOAD BEARING AND NON-SHEAR WALLS ARE LIGHT GAUGE METAL FRAMING UNLESS OTHERWISE NOTED.8. ARCHITECTURAL FINISH FLOOR LEVELS AND SITE ELEVATION REFERENCES ARE LOCATED ON THE ARCHITECTURAL SITE PLAN AND LANDSCAPE DRAWINGS ONLY. FOR FIRST FLOOR FINISH FLOOR ELEVATIONS REFER TO SHEET A1.00.ALL OTHER SHEETS USE THE FOLLOWING CO NVENTION FOR ELEVATION DATUMS UNO:PROJECT DIRECTORY SITE ADDRESS:69 PARADISE ROAD NORTHAMPTON, MA 01063 OWNER:THE TRUSTEES OF SMITH COLLEGE SMITH COLLEGE NORTHAMPTON, MA 01063 ARCHITECT:OLSON KUNDIG ARCHITECTS 159 S. JACKSON ST. SUITE 600 SEATTLE, WA 98104 T: 206.624.5670 F: 206.624.3730 PRINCIPAL ARCHITECT: Tom Kundig tom@olsonkundig.com PRINCIPAL ARCHITECT: Kirsten Murray kirsten@olsonkundig.com CONTACT:Kimberly Shoemake-Medlock kimberly@olsonkundig.com ASSOCIATE ARCHITECT:COLDHAM & HARTMAN ARCHITECTS 49 S. PLEASANT ST. SUITE 301 AMHERST, MA 01002 T: 413.549.3616 CONTACT: Tom Hartman tom@coldhamandhartman.com CIVIL ENGINEER AND LANDSCAPE ARCHITECT:THE BERKSHIRE DESIGN GROUP 4 ALLEN PLACE NORTHAMPTON, MA 01060 T: 413.582.7000 CONTACT: Rick Klein rick@berkshiredesign.com STRUCTURAL ENGINEER:ROBERT SILMAN ASSOCIATES 123 SOUTH ST.BOSTON, MA 02111 T: 617.695.6700 CONTACT: Michael Auren auren@silman.com MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEERS:BUILDING ENGINEERING RESOURCES, INC.66 MAIN ST.NORTH EASTON, MA 02356 T: 508.230.0260 CONTACT: Marc Plante mplante@ber-engineering.com SUSTAINABILITY (HERS RATING AND LEED):CENTER FOR ECOTECHNOLOGY 320 RIVERSIDE DRIVE - 1A FLORENCE, MA 01062 T: 413.587.0935 CONTACT: Mark Newey mark.newey@cetonline.org ACCESSIBILITY CONSULTANT:KAREN BRAITMAYER, FAIA 2144 WESTLAKE AVE. N, SUITE F SEATTLE, WA 98109 T: 206.292.9799 CONTACT: Karen Braitmayer karen@braitmayer.com
C L P L O /
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ALTERNATES FOR PRICING 1. DEDUCT ALTERNATE: FIBER CE MENT PANEL IN LIEU OF DARK BRICK ON HOUSES 1 – 5. DRAWING SET REFERENCES: A0.10, A0.40 AND A3.01A.2. ADD ALTERNATE: ADDITION OF BEDROOM CLOSETS, ROD AND SHELF, AND BI-FOLD DOORS AT ALL BEDROOMS. DRAWING SET REFERENCES: A0.30, A2.11A, A2.12A, A2.51A, 2.52A 3. PROVIDE PRICING FOR AN ALTERNATE SLOPED ROOF MATERIAL.METAL ROOF AS DESCRIBED IN 07 4113 METAL ROOF PANELS IN LIEU OF 07 3113 FIBERGLASS ASPHALT SHINGLES.
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NOTE: HEIGHTS SHOWN IN THE DATUM LINES DO NOT RELATE TO SITE ELEVATIONS ABOVE SEA LEVEL.IS THE TOP OF SLAB FFE FOR THE FIRST FLOOR LEVEL. ALL HEIGHTS FOR OTHER BUILDING ELEMENTS ARE RELATIVE TO THE FIRST FLOOR LEVEL.LEVEL 01 100' - 0"project:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 GENERAL INFORMATION A0.00SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS1
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11/06/2014 ZONING AND BUILDING CODE SUMMARY A0.01SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSZONING AND SITE PERMITTING SUMMARY BUILDING CODE SUMMARY
77'73'Bedroom 1 05A 111 SF 111 SF TYPE: R 111 SF |Bedroom 2 06A 110 SF 110 SF TYPE: R 110 SF |Bedroom 3 07A 110 SF 110 SF TYPE: R 110 SF |Bedroom 4 08A 141 SF 141 SF TYPE: R 141 SF |Mechanical 01M 220 SF 220 SF TYPE: R 220 SF |Bathroom 2 09A 86 SF 86 SF Bathroom 1 10A 93 SF 93 SFHalf Bath 12A 68 SF 68 SF????Living Room 02A 257 SF 257 SF TYPE: R 257 SF |Kitchen 03A 127 SF 127 SF TYPE: R 127 SF |Entry 01A 42 SF 42 SF Half Bath 09B 49 SF 49 SFWaterCloset 11B 27 SF 27 SF Bathroom 10B 136 SF 136 SF Storage 08B 38 SF 38 SFBedroom 3 07B 109 SF 109 SF TYPE: R 109 SF |Bedroom 4 06B 112 SF 112 SF TYPE: R 112 SF |Bedroom 2 05B 112 SF 112 SF TYPE: R 112 SF |Bedroom 1 04B 112 SF 112 SF TYPE: R 112 SF |Entry 01B 30 SF 30 SFLiving Room 02B 274 SF 274 SF TYPE: R 274 SF |Kitchen 03B 124 SF 124 SF TYPE: R 124 SF |200 | 1 200 | 3200 | 1200 | 1 200 | 1 200 | 1200 | 1 300 | 1200 | 3 200 | 1200 | 1
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UNIT A : GROUP 2B UNIT B : GROUP 1 UNCONCENTRATED ASSEMBLY OCCUPANCY 275 SF | 15 | 19UNCONCENTRATEDASSEMBLYOCCUPANCY257 SF | 15 | 18
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35'200 | 1200 | 3 300 | 181'70'Living Room 02B 274 SF 274 SF TYPE: R 274 SF |Bedroom 4 06B 112 SF 112 SF TYPE: R 112 SF |Bedroom 3 07B 109 SF 109 SF TYPE: R 109 SF |Bathroom 10B 136 SF 136 SF Water Closet 11B 27 SF 27 SF Mechanical 01M 220 SF 220 SF TYPE: R 220 SF |Bathroom 2 09A 86 SF 86 SFBathroom 1 10A 93 SF 93 SF Half Bath 12A 68 SF 68 SFBedroom 1 05A 111 SF 111 SF TYPE: R 111 SF |Bedroom 2 06A 110 SF 110 SF TYPE: R 110 SF |Bedroom 3 07A 110 SF 110 SF TYPE: R 110 SF |Bedroom 4 08A 141 SF 141 SF TYPE: R 141 SF |Bedroom 2 05B 112 SF 112 SF TYPE: R 112 SF |Bedroom 1 04B 112 SF 112 SF TYPE: R 112 SF |Storage 08B 38 SF 38 SF Entry 01A 42 SF 42 SF Kitchen 03A 127 SF 127 SF TYPE: R 127 SF |Entry 01B 30 SF 30 SF Half Bath 09B 49 SF 49 SFKitchen03B124 SF 124 SF TYPE: R 124 SF |HOUSE 5 - ADD LAUNDRY HOUSE 4200 | 1 200 | 1 200 | 1200 | 1 200 | 3
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MAAB GROUP 2A NOTES:1. FIXTURE, DEVICE, AND ACCESSORY LOCATIONS ON THIS SHEET ARE APPLICABLE TO ALL FLOOR PLANS AND ELEVATIONS.2. CLEARANCES ON THIS SHEET ARE APPLICABLE TO ALL FLOOR PLANS AND ELEVATIONS.3. SEE SHEET A0.02 FOR DISTRIBUTION OF PROJECT ACCESSIBILITY REQUIREMENTS.project:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 FIXTURE /ACCESSORY LOCATIONS AND ACCESSIBILITY DIAGRAMS A0.04SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK --13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS--
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11/06/2014 HOME ENERGY RATING AND LEED FOR HOMES CHECKLIST A0.05SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK Checker 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthor HOME ENERGY RATING LEED FOR HOMES CHECKLIST 1
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[07 4113] METAL ROOF PANELS [07 4113] BREATHER MEMBRANE [06 1000] 2" NAIL BASE / INSULATED (POLYISO) SHEATHING [07 2100] 1 1/2" POLYISO INSULATION;STAGGER JOINTS W/ABOVE LAYER [07 3113] SELF-ADHERED VAPOR RETARDER [06 1000] SHEATHING PER STRUCTURAL [06 1000] PREFABRICATED WOOD TRUSS PER STUCTURAL [07 2119] OPEN CELL FOAMED-IN-PLACE INSULATION [07 2119] IGNITION BARRIER PAINT AS REQ. BY CODE SEE RCP FOR CEILING ASSEMBLYR1 - TYPICAL STANDING SEAM METAL ROOF
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[03 3000] CONCRETE SLAB PER STRUCTURAL [03 3000] VAPOR RETARDER [07 2100] 2" XPS INSULATION [31 2000] DRAINAGE COURSE PER GEOTECH [31 2000] PREPARED SUBGRADEF1 - TYPICAL SLAB ON GRADE
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A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
B
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
B
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
B
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
B
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
B
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
C
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
D
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
6
'
-
2
3
/
4
"
2
'
-
4
3
/
4
"
1
5
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
E-
1
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
1
7
'
-
9
1
/
2
"
2
'
-
4
3
/
4
"
4
3
S
F
C
A
S
C
A
D
I
A
4
0
0
W/325 OPERABLES
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
,
E
-
1
&
E
-
2
M
A
K
E
U
P
W
I
N
D
O
W
E
E-
2
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
4
'
-
3
5
/
8
"
9
'
-
9
"
4
2
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
325 OPERABLES
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
,
E
-
1
&
E
-
2
M
A
K
E
U
P
W
I
N
D
O
W
E
F
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
9
'
-
9
"
2
0
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
F
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
9
'
-
9
"
2
0
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
G
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
4
'
-
0
"
8
'
-
1
1
/
4
"
3
2
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
H-
1
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
1
'
-
2
7
/
8
"
2
'
-
4
3
/
4
"
3
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
H-
2
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
4
'
-
0
"
9
'
-
9
"
3
9
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
I
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
8
'
-
1
7
/
8
"
9
'
-
9
"
8
0
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
J
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
8
'
-
1
7
/
8
"
8
'
-
1
1
/
4
"
6
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
K-
1
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
1
3
'
-
1
0
1
/
8
"
2
'
-
4
3
/
4
"
3
3
S
F
C
A
S
C
A
D
I
A
4
00 W/325 OPERABLES
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
,
K
-
1
&
K
-
2
M
A
K
E
U
P
W
I
N
D
O
W
K
K-
2
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
8
'
-
1
7
/
8
"
9
'
-
9
"
8
0
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
325 OPERABLES
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
,
K
-
1
&
K
-
2
M
A
K
E
U
P
W
I
N
D
O
W
K
L
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
7
'
-
9
1
/
2
"
1
0
'
-
9
1
/
2
"
8
4
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
H
O
U
S
E
1
-
3
O
N
L
Y
M
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
4
'
-
3
5
/
8
"
8
'
-
1
1
/
4
"
3
5
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
N-
1
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
7
'
-
7
1
/
4
"
2
'
-
4
3
/
4
"
1
8
S
F
C
A
S
C
A
D
I
A
4
0
0
W/325 OPERABLES
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
,
N
-
1
&
N
-
2
M
A
K
E
U
P
W
I
N
D
O
W
N
N-
2
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
4
'
-
3
5
/
8
"
9
'
-
9
"
4
2
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
325 OPERABLES
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
,
N
-
1
&
N
-
2
M
A
K
E
U
P
W
I
N
D
O
W
N
O
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
O
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
2
'
-
0
"
8
'
-
1
1
/
4
"
1
6
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
L
E
S
M
I
R
R
O
R
A
T
H
O
U
S
E
4
&
5
Gr
a
n
d
t
o
t
a
l
:
3
5
98
5
S
F
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
6
GL
A
Z
I
N
G
N
O
R
T
H
-
H
O
U
S
E
4
-
5
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
5
GL
A
Z
I
N
G
S
O
U
T
H
-
H
O
U
S
E
4
-
5
(GLAZING SOUTH - HOUSE 4&5 MIRORED UNO)
(G
L
A
Z
I
N
G
E
A
S
T
-
H
O
U
S
E
4
&
5
M
I
R
O
R
E
D
)
(G
L
A
Z
I
N
G
N
O
R
T
H
-
H
O
U
S
E
4
&
5
M
I
R
O
R
E
D
U
N
O
)
(G
L
A
Z
I
N
G
W
E
S
T
-
H
O
U
S
E
4
&
5
M
I
R
O
R
E
D
)
P
P
E
R
F
R
A
M
E
E
L
E
V
A
T
I
O
N
4
'
-
0
"
1
0
'
-
9
1
/
2
"
4
3
S
F
C
A
S
C
A
D
I
A
4
0
0
W
/
3
2
5
O
P
E
R
A
B
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m
2
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/
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-
3
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1
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/
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-
1
G
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B
/
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-
1
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/
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1
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-
1
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D
-
1
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1
,
2
,
3
,
4
,
5
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0
1
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0
6
B
B
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d
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m
4
G
W
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/
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-
3
G
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1
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-
1
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1
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1
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1
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2
,
3
,
4
,
5
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n
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t
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7
B
B
e
d
r
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m
3
G
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/
P
-
3
G
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/
P
-
1
G
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/
P
-
1
G
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B
/
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-
1
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B
/
P
-
1
R
S
F
-
1
W
D
-
1
HO
U
S
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1
,
2
,
3
,
4
,
5
L
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0
1
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t
B
0
8
B
S
t
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r
a
g
e
G
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/
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-
3
G
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B
/
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-
1
G
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/
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-
1
G
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B
/
P
-
1
G
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-
1
R
S
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-
1
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-
1
HO
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S
E
1
,
2
,
3
,
4
,
5
L
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0
1
U
n
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t
B
0
9
B
H
a
l
f
B
a
t
h
G
W
B
/
P
-
6
G
W
B
/
P
-
2
G
W
B
/
P
-
2
G
W
B
/
P
-
2
G
W
B
/
P
-
2
R
S
F
-
2
T
Y
P
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B
I
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T
E
R
G
R
A
L
*
*
I
N
T
E
G
R
A
L
F
L
A
S
H
C
O
V
E
BASE; SEE 09 6516
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
E
V
E
L
0
1
U
n
i
t
B
1
0
B
B
a
t
h
r
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m
G
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/
P
-
6
G
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B
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P
-
2
G
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B
/
P
-
2
G
W
B
/
P
-
2
G
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B
/
P
-
2
R
S
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-
2
T
Y
P
E
B
I
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T
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R
G
R
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L
*
*
I
N
T
E
G
R
A
L
F
L
A
S
H
C
O
V
E
BASE; SEE 09 6516;REFER TO INTERIOR ELEVATIONS
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
E
V
E
L
0
1
U
n
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t
B
1
1
B
W
a
t
e
r
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t
G
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-
6
G
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2
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-
2
G
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-
2
G
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2
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-
2
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G
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*
*
I
N
T
E
G
R
A
L
F
L
A
S
H
C
O
V
E
B
A
SE; SEE 09 6516
LE
V
E
L
0
2
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
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0
C
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1
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1
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1
R
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-
1
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1
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1
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2
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3
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4
,
5
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y
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3
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1
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1
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1
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1
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1
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K
B
O
A
R
D
A
T
E
N
T
R
Y
;
R
E
F
E
R
TO INTERIOR ELEVATIONS FOR LOCATION AND EXTENT
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
E
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0
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1
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1
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1
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1
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1
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1
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1
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2
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3
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1
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1
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1
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2
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3
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4
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1
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1
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2
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2
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3
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1
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1
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1
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-
1
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1
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2
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3
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4
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5
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t
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0
7
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d
r
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m
3
G
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/
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-
3
G
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-
1
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-
1
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/
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-
1
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-
1
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-
1
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-
1
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1
,
2
,
3
,
4
,
5
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0
2
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t
C
0
8
C
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d
r
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m
4
G
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/
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-
3
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1
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1
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1
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1
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-
1
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1
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1
,
2
,
3
,
4
,
5
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2
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0
9
C
B
a
t
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r
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m
G
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-
6
G
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-
2
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-
2
G
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B
/
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-
2
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B
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2
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-
2
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B
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G
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L
*
*
I
N
T
E
G
R
A
L
F
L
A
S
H
C
O
V
E
BASE; SEE 09 6516;REFER TO INTERIOR ELEVATIONS
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
E
V
E
L
0
2
U
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t
C
1
0
C
W
a
t
e
r
C
l
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t
G
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-
6
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2
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-
2
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2
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2
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*
*
I
N
T
E
G
R
A
L
F
L
A
S
H
C
O
V
E
B
A
SE; SEE 09 6516
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
E
V
E
L
0
2
U
n
i
t
C
1
1
C
H
a
l
f
B
a
t
h
G
W
B
/
P
-
6
G
W
B
/
P
-
2
G
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B
/
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-
2
G
W
B
/
P
-
2
G
W
B
/
P
-
2
R
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-
2
I
N
T
E
R
G
R
A
L
*
*
I
N
T
E
G
R
A
L
F
L
A
S
H
C
O
V
E
B
A
S
E
;
SEE 09 6516
HO
U
S
E
1
,
2
,
3
,
4
,
5
L
E
V
E
L
0
2
U
n
i
t
C
1
2
C
M
a
i
n
t
e
n
a
n
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e
C
l
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t
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-
3
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-
1
G
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B
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1
G
W
B
/
P
-
1
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B
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-
1
R
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-
1
W
D
-
1
HO
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1
,
2
,
3
,
4
,
5
L
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L
0
2
U
n
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t
D
0
D
H
a
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y
G
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-
3
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-
1
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-
1
G
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-
1
G
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-
1
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-
1
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1
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1
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2
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B
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D
A
T
E
N
T
R
Y
;
R
E
F
E
R
TO INTERIOR ELEVATIONS FOR LOCATION AND EXTENT
HO
U
S
E
1
,
2
,
3
,
4
,
5
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N
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4
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4
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B
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C
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2
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U
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t
D
1
6
0
8
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House 5
6
7
3
7
S
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GROSS AREA SCHEDULE House
N
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A
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a
House 3
M
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c
h
a
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c
a
l
2
8
4
S
F
House 3
U
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t
A
1
6
2
4
S
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House 3
U
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t
B
1
5
6
9
S
F
House 3
U
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t
C
1
6
5
2
S
F
House 3
U
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i
t
D
1
6
0
8
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F
House 3
6
7
3
7
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House 4
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c
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l
2
8
4
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House 4
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6
2
4
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t
B
1
5
6
9
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House 4
U
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t
C
1
6
5
2
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House 4
U
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6
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House 4
6
7
3
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4
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6
9
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8
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Ho
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2
6
7
3
7
S
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Laundry 6737 SF 665 SF 7402 SF House 5 BASEGRAND TOTAL 34,350 SF
H Y
D
H Y D199198
194
1 9 8
1
9
2
19
8
19
7
195
193
1
9
4
19
3
1
9
5
1
9
6
1 9
8
19
3
19
4
1
9
1
1 9 0
1
9
3
1
9
2
1
9
1
1
9
0
1
8
9
195195
1 9 3
1 9 4
1
9
2
1 9 4
1
9
7
1
9
6
1
9
5
1 9 4
1 9 4
1 9 6
1 9 7 198
1 9 5 1 9 4
1
9
7
1
9
8
1
9
9
2
0
0
1
9
5
1 9 4
1
9
4
1
9
6
1
9
7
199 200 201 202
1 8 9
1
8
8
1
8
7
1
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192193194191192193194194192195199196197195193198196198197
1 9 6
1 9 6199 190 189
1 9 5
188
1
9
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1 9 3 .5
19
6
2
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.
0
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1
A3
.
0
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4
A3
.
0
0
3 A3.00
5
A3
.
0
0
A2
.
1
1
1
A2
.
5
1
1
A2.601
HO
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S
E
1
HO
U
S
E
2
HO
U
S
E
3
HO
U
S
E
5
HOUSE 4TRASH/RECYCLEproject:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 LEVEL 1 REFERENCE PLAN A2.01SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS SCALE: 1/16" = 1'-0"1 LEVEL 1 REFERENCE PLAN NPROJECT NORTH
H Y
D
H Y D
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1
2
1
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1
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2
HO
U
S
E
3
HO
U
S
E
5
HOUSE 4
A2
.
5
2
1
project:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 LEVEL 2 REFERENCE PLAN A2.02SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS SCALE: 1/16" = 1'-0"1 LEVEL 2 REFERENCE PLAN NPROJECT NORTH
A2
.
1
3
1
A2
.
5
3
1
HO
U
S
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1
HO
U
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2
HO
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S
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3
HO
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5
HOUSE 4
AD
D
AL
T
#
3
AD
D
AL
T
#
3
ADD ALT #3 ADD ALT #3
AD
D
AL
T
#
3
project:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 ROOF REFERENCE PLAN A2.03SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS SCALE: 1/16" = 1'-0"1 ROOF REFERENCE PLANNPROJECT NORTH3
1
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A4.01
1
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A4.02
1
A4.01
4
A4.01
3
A4.02
2
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1'
-
7
1
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2
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3'
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1
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T
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SLOPING
1/8" / FOOT
SLOPING
1/8" / FOOT
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
4'
-
7
1
/
4
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T
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P
101' - 0 1/2" T.O. SLAB
100' - 7 1/4" T.O. BRICK SHELF
100' - 7 1/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF 99' - 7 3/4" T.O. BRICK SHELF
100' - 7 1/4" T.O. BRICK SHELF
103' - 8 5/8" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELFTYP
1' - 7 1/2"
99' - 7 3/4" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
1 2 3 4 5 6
A A
B B
C C
E E
F F
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PER STRUCT, TYP
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P E R S T R U C T , T Y P
1 ' - 2 " S T E M W A L L A T W 1 A
5' - 4 1/2"
3' - 1 1/2"
1 ' - 0 "
7 ' - 3 1 /4 "
FLOOR DRAINS; 2% SLOPE TO DRAIN,
COORDINATE FINAL LOCATIONS
WITH MECHANICAL ROOM
EQUIPMENT, SEE MECHANICAL &
PLUMBING, TYP
COORDINATE SHOWER DRAIN
LOCATIONS WITH SHOWER
PAN MANUFACTURER, TYP
A8.00
1
A8.00
12
FD
FD
1 2 ' - 6 "
2 2 ' - 0 "
7 ' - 0 "
3 1 ' - 6 "
1 2 ' - 0 "
17' - 2"9' - 0"22' - 0"12' - 9" 4' - 3"
A8.20
12
4 ' - 7 " T Y P
T Y P
9 3 /4 "
9 1/4" TYP
9 1/4" TYP 9 1/4" TYP
T Y P
9 3 /4 "
T Y P
9 3 /4 "
8' - 5 1/4" TYP
9 1/4" TYP
9 1/4" TYP
9 1/4" TYP
T Y P
9 1 /4 "
VENT FOR RADON MITIGATION,
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION, FINAL
LOCATION TO BE COORDINATED
WITH MECHANICAL ROOM
EQUIPMENT, TYPPOSTS, PER STRUCTURAL, ALIGN
WITH WALLS ABOVE, FOR MORE
INFORMATION SEE FLOOR PLANS,
WALL SECTIONS, AND EXTERIOR
DETAILS, TYPICAL F A C E O F F R A M I N G
1 '-0 " T Y P T O
FLOOR PLANS, TYP
4'-6 5/8" VERIFY W/
FACE OF FRAMING
1'-0" TYP TO
F A C E O F F R A M I N G
1 '-0 " T Y P T O
8'-2" TYP
1 '-0 "
T.O. SLAB 99' - 10"
99' - 11 1/2" T.O. SLAB
TYP
1"
4'-5" TYP
4'-7" TYP
4'-7" 2'-7 1/8"
6 '-8 3 /8 "
1 '-4 7 /8 "
VERIFY SLAB EDGES WITH WALL
LOCATIONS IN PLAN, TYP
VERIFY SLAB EDGES WITH
WALL LOCATIONS IN PLAN, TYP
VERIFY SLAB EDGES WITH
WALL LOCATIONS IN PLAN, TYP
1 " T Y P
99' - 11 1/2" T.O. SLAB
5 '-9 1 /2 "
1 '-0 5 /8 "
VERIFY SLAB EDGES WITH
WALL LOCATIONS IN PLAN, TYP
TYP
TYP
TYP GRADE & CONC WILL
VARY AT DIFFERENT
HOUSES
SEE A4.03 FOR
CONDITIONS AT
DIFFERENT HOUSES
TYP
TYP
TYP
TYP
TYP
1'-7 1/2"
HIGH POINT OF
SLAB IS 100'-0",
SEE DETAILS
HIGH POINT OF
SLAB IS 100'-0",
SEE DETAILS
F A C E O F F R A M I N G
1 '-0 " T Y P T O
FLOOR PLANS, TYP
4'-6 5/8" VERIFY W/
FACE OF FRAMING
1'-0" TYP TO
F A C E O F F R A M I N G
1 '-0 " T Y P T O
1 '-0 "
12'-5 5/8" 2'-5"
3 '-8 "
3 '-1 1 5 /8 "
1 1 1 /2 "
5'-2 5/8" 2'-5"
7 '-8 7 /8 " T Y P
TYP
1"
4'-5" TYP 4'-7" 2'-7 1/8"
6 '-8 3 /8 "
1 '-4 7 /8 "
1 " T Y P
5 '-9 1 /2 "
1 '-0 5 /8 "
TYP
1"4'-5" TYP 4'-7" 4'-9"
TYP
1'-7 1/2"
T Y P
1 ' - 7 1 /2 "
3 ' - 1 0 " T Y P
4 ' - 7 1 /4 " T Y P
TYP
1' - 7 1/2"
1 ' - 3 1 /4 "
T Y P
2 ' - 2 1 /4 "
4 ' - 7 1 /4 " T Y P
5 3/4" TYP 6 1/4" TYP
5 3 /4 " T Y P
8 1 /4 " A T W 1 A T Y P
PER STRUCT, TYP
1' - 0" TYP STEM WALL
P E R S T R U C T , T Y P
1 ' - 2 " S T E M W A L L A T W 1 A
5' - 4 1/2"
3' - 1 1/2"
1 ' - 0 "
7 ' - 3 1 /4 "
1 2 ' - 6 "
2 2 ' - 0 "
7 ' - 0 "
3 1 ' - 6 "
1 2 ' - 0 "
17' - 2"9' - 0"22' - 0"12' - 9" 4' - 3"
4 ' - 7 " T Y P
T Y P
9 3 /4 "
9 1/4" TYP
9 1/4" TYP 9 1/4" TYP
T Y P
9 3 /4 "
T Y P
9 3 /4 "
8' - 5 1/4" TYP
9 1/4" TYP
9 1/4" TYP
9 1/4" TYP
T Y P
9 1 /4 "
3' - 5 3/8" TYP
TOP OF SLAB 100' - 0"
100' - 0" T.O. WALL
101' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
104' - 1" T.O. WALL
101' - 0" T.O. WALL
TOP OF SLAB 100' - 0"
1
1
1
1
1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
LANDSCAPE AND CIVIL FOR ADDITIONAL INFORMATION
2. SLAB PENETRATIONS TO BE COORDINATED WITH MECHANICAL,
PLUMBING, AND ELECTRICAL, SEE DETAIL ON A8.00 FOR TYPICAL
SLAB PENETRATION NOTES
3. VERIFY EXTENTS OF RAISED AND RECESSED SLAB AREAS WITH
FLOOR PLANS
4. VERIFY BRICK SHELF ELEVATIONS PRIOR TO FABRICATION; BRICK
SHELF ELEVATIONS ARE INTENDED TO ALIGN WITH BRICK
COURSING; BRICK SHELF LEVELS ARE ALL INTENDED TO BE
LOCATED BELOW FINISH GRADE; FOR MORE INFORMATION SEE
FOUNDATION DETAILS ON A8.00 AND WALL SECTIONS
5. VERIFY LOCATION AND SIZE OF STRUCTURAL COLUMNS/POSTS
SHOWN ON SLAB PLAN WITH STRUCTURAL; COLUMNS/POSTS
SHOULD TYPICALLY ALIGN WITH WALLS SHOWN IN ARCHITECTURAL
FLOOR PLANS
6. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION
SLAB PLAN NOTES
pr
o
j
e
c
t
:
principal architect
project manager
drawn by
checked by
job no.
date
date
revisions:
byno.
C :\R e v i t P r o j e c t s \1 3 0 1 9 -P a r a d i s e R d -B l d g 1 -A R C H -R 2 0 1 4 -C e n t r a l _s i n i .r v t
11/06/2014
HOUSE 1 - 2 SLAB
PLAN
A2.10
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11/06/2014
FOR CONSTRUCTION
100% CONSTRUCTION
DOCUMENTS
Author
SCALE: 1/4" = 1'-0"1 HOUSE 1 - 2 SLAB PLAN
N
PROJECT NORTH
1 08/15/14 ADDENDUM #1
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11/06/2014 HOUSE 1-3 ROOF PLAN A2.13SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSSETTS 01063 TK / KM KSM KSM 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS SCALE: 1/4" = 1'-0"1 HOUSE 1-3 ROOF PLANNPROJECT NORTH1
0
8
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1
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A4.01
1
A4.01
2
A4.02
1
A4.01
4
A4.01
3
A4.02
2
99' - 7 3/4" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
1 2 3 4 5 6
A A
B B
C C
E E
F F
D DA4.03
6
A8.00
1
A8.00
12
FD
FD
12
'
-
6
"
22
'
-
0
"
7'
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31
'
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6
"
12
'
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0
"
17' - 2"9' - 0"22' - 0"12' - 9" 4' - 3"
A8.20
12
T.O. SLAB 100' - 0 1/2"
SEE HOUSE 1&2 SLAB
PLAN FOR TYPICAL
DETAILS, DIMENSIONS
AND NOTES
T.O. SLAB 99' - 10"
99' - 11 1/2" T.O. SLAB
99' - 11 1/2" T.O. SLAB
SLOPING
1/8" / FOOT
SLOPING
1/8" / FOOT
100' - 8" T.O. WALL
100' - 0" T.O. WALL
100' - 8" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 8" T.O. WALL
100' - 0" T.O. SLAB
1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
LANDSCAPE AND CIVIL FOR ADDITIONAL INFORMATION
2. SLAB PENETRATIONS TO BE COORDINATED WITH MECHANICAL,
PLUMBING, AND ELECTRICAL, SEE DETAIL ON A8.00 FOR TYPICAL
SLAB PENETRATION NOTES
3. VERIFY EXTENTS OF RAISED AND RECESSED SLAB AREAS WITH
FLOOR PLANS
4. VERIFY BRICK SHELF ELEVATIONS PRIOR TO FABRICATION; BRICK
SHELF ELEVATIONS ARE INTENDED TO ALIGN WITH BRICK
COURSING; BRICK SHELF LEVELS ARE ALL INTENDED TO BE
LOCATED BELOW FINISH GRADE; FOR MORE INFORMATION SEE
FOUNDATION DETAILS ON A8.00 AND WALL SECTIONS
5. VERIFY LOCATION AND SIZE OF STRUCTURAL COLUMNS/POSTS
SHOWN ON SLAB PLAN WITH STRUCTURAL; COLUMNS/POSTS
SHOULD TYPICALLY ALIGN WITH WALLS SHOWN IN ARCHITECTURAL
FLOOR PLANS
6. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION
SLAB PLAN NOTES
pr
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:
principal architect
project manager
drawn by
checked by
job no.
date
date
revisions:
byno.
C :\R e v i t P r o j e c t s \1 3 0 1 9 -P a r a d i s e R d -B l d g 1 -A R C H -R 2 0 1 4 -C e n t r a l _s i n i .r v t
11/06/2014
HOUSE 3 SLAB PLAN
A2.30
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TK / KM
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LB, SK
Checker
13019
11/06/2014
FOR CONSTRUCTION
100% CONSTRUCTION
DOCUMENTS
Author
SCALE: 1/4" = 1'-0"1 HOUSE 3 SLAB PLAN
N
PROJECT NORTH
1 08/15/14 ADDENDUM #1
99' - 2" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
100' - 7 1/4" T.O. BRICK SHELF
1 2 3 4 5 6
A A
B B
C C
E E
F F
D D
FD
FD
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 10" T.O. SLAB
100' - 0 1/2" T.O. SLAB
99' - 11 1/2" T.O. SLAB
99' - 11 1/2" T.O. SLAB
SEE HOUSE 1&2 SLAB
PLAN FOR TYPICAL
DETAILS, DIMENSIONS
AND NOTES
SLOPING
1/8" / FOOT
SLOPING
1/8" / FOOT
100' - 0" T.O. WALL
100' - 0" T.O. WALL
101' - 2" T.O. WALL
100' - 0" T.O. WALL
101' - 2" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. SLAB
FLOOR DRAIN
CENTERED ON
MECH ROOM
17'-2"9'-0"22'-0"12'-9" 4'-3"
12
'
-
0
"
31
'
-
6
"
7'
-
0
"
22
'
-
0
"
12
'
-
6
"
1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
LANDSCAPE AND CIVIL FOR ADDITIONAL INFORMATION
2. SLAB PENETRATIONS TO BE COORDINATED WITH MECHANICAL,
PLUMBING, AND ELECTRICAL, SEE DETAIL ON A8.00 FOR TYPICAL
SLAB PENETRATION NOTES
3. VERIFY EXTENTS OF RAISED AND RECESSED SLAB AREAS WITH
FLOOR PLANS
4. VERIFY BRICK SHELF ELEVATIONS PRIOR TO FABRICATION; BRICK
SHELF ELEVATIONS ARE INTENDED TO ALIGN WITH BRICK COURSING;
BRICK SHELF LEVELS ARE ALL INTENDED TO BE LOCATED BELOW
FINISH GRADE; FOR MORE INFORMATION SEE FOUNDATION DETAILS
ON A8.00 AND WALL SECTIONS
5. VERIFY LOCATION AND SIZE OF STRUCTURAL COLUMNS/POSTS
SHOWN ON SLAB PLAN WITH STRUCTURAL; COLUMNS/POSTS
SHOULD TYPICALLY ALIGN WITH WALLS SHOWN IN ARCHITECTURAL
FLOOR PLANS
6. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION
SLAB PLAN NOTES
pr
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:
principal architect
project manager
drawn by
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job no.
date
date
revisions:
byno.
C :\R e v i t P r o j e c t s \1 3 0 1 9 -P a r a d i s e R d -M A S T E R -A R C H -R 2 0 1 4 -C e n t r a l _s i n i .r v t
11/06/2014
HOUSE 4 SLAB PLAN
A2.40
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TK / KM
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13019
11/06/2014
FOR CONSTRUCTION
100% CONSTRUCTION
DOCUMENTS
Author
SCALE: 1/4" = 1'-0"1 HOUSE 4 SLAB PLAN
N
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S
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99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
100' - 0" T.O. WALL
99' - 7 3/4" T.O. BRICK SHELF 99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 7 3/4" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
99' - 2" T.O. BRICK SHELF
1 2 30 4 5 6
A A
B B
C C
E E
F F
D D
FD
FD
FD
AREA OF SLAB TO
BE SLOPED TO
DRAIN SHOWN
DASHED
99' - 10" T.O. SLAB
99' - 11 1/2" T.O. SLAB
99' - 11 1/2" T.O. SLAB
SEE HOUSE 1&2 SLAB
PLAN FOR TYPICAL
DETAILS, DIMENSIONS
AND NOTES
100' - 0" T.O. WALL100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. SLAB
100' - 0" T.O. WALL
100' - 0" T.O. WALL
100' - 0" T.O. WALL
101' - 0" T.O. WALL
101' - 0" T.O. WALL
101' - 0" T.O. WALL
100' - 0" T.O. WALL
101' - 0" T.O. WALL100' - 0" T.O. WALL
100' - 0" T.O. SLAB
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31
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22
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0
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12
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27'-9"17'-2"9'-0"22'-0"12'-9" 4'-3"
1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
LANDSCAPE AND CIVIL FOR ADDITIONAL INFORMATION
2. SLAB PENETRATIONS TO BE COORDINATED WITH MECHANICAL,
PLUMBING, AND ELECTRICAL, SEE DETAIL ON A8.00 FOR TYPICAL
SLAB PENETRATION NOTES
3. VERIFY EXTENTS OF RAISED AND RECESSED SLAB AREAS WITH
FLOOR PLANS
4. VERIFY BRICK SHELF ELEVATIONS PRIOR TO FABRICATION; BRICK
SHELF ELEVATIONS ARE INTENDED TO ALIGN WITH BRICK COURSING;
BRICK SHELF LEVELS ARE ALL INTENDED TO BE LOCATED BELOW
FINISH GRADE; FOR MORE INFORMATION SEE FOUNDATION DETAILS
ON A8.00 AND WALL SECTIONS
5. VERIFY LOCATION AND SIZE OF STRUCTURAL COLUMNS/POSTS
SHOWN ON SLAB PLAN WITH STRUCTURAL; COLUMNS/POSTS
SHOULD TYPICALLY ALIGN WITH WALLS SHOWN IN ARCHITECTURAL
FLOOR PLANS
6. PLEASE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION
SLAB PLAN NOTES
pr
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j
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c
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:
principal architect
project manager
drawn by
checked by
job no.
date
date
revisions:
byno.
C :\R e v i t P r o j e c t s \1 3 0 1 9 -P a r a d i s e R d -M A S T E R -A R C H -R 2 0 1 4 -C e n t r a l _s i n i .r v t
11/06/2014
HOUSE 5 SLAB PLAN
A2.50
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LB / SK
Checker
13019
11/06/2014
FOR CONSTRUCTION
100% CONSTRUCTION
DOCUMENTS
Author
SCALE: 1/4" = 1'-0"1 HOUSE 5 SLAB PLAN
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11/06/2014 SITE SECTIONS A3.10SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTS--SCALE: 1/16" = 1'-0"5 HOUSE 1 SITE SECTION SCALE: 1/16" = 1'-0"4 HOUSE 2, 5 SITE SECTION SCALE: 1/16" = 1'-0"3 HOUSE 1, 2, 3 SITE SECTION B SCALE: 1/16" = 1'-0"2 HOUSE 1,2,3 SITE SECTION A SCALE: 1/16" = 1'-0"1 HOUSE 4,5 SITE SECTION
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1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
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2. SLAB PENETRATIONS TO BE COORDINATED WITH MECHANICAL,
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3. VERIFY EXTENTS OF RAISED AND RECESSED SLAB AREAS WITH
FLOOR PLANS
4. VERIFY BRICK SHELF ELEVATIONS PRIOR TO FABRICATION; BRICK
SHELF ELEVATIONS ARE INTENDED TO ALIGN WITH BRICK
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SHOWN ON SLAB PLAN WITH STRUCTURAL; COLUMNS/POSTS
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SCALE: 1/2" = 1'-0"3 WALL SECTION MECH RETAINING WALL HOUSE 1&2 N-S
SCALE: 1/2" = 1'-0"6 WALL SECTION MECH HOUSE 3 N-S
SCALE: 1/2" = 1'-0"12 WALL SECTION MECH HOUSE 5 N-S (MIRROR)
SCALE: 1/2" = 1'-0"9 WALL SECTION MECH HOUSE 4 N-S (MIRROR)
SCALE:1 AXO VIEW HOUSE 1&2 SLAB AT MECH ROOM
SCALE:4 AXO VIEW HOUSE 3 SLAB AT MECH ROOM
SCALE:7 AXO VIEW HOUSE 4 SLAB AT MECH ROOM (MIRROR)
SCALE:10 AXO VIEW HOUSE 5 SLAB AT MECH ROOM (MIRROR)
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1. REFER TO GENERAL NOTES ON GENERAL INFORMATION SHEET 2. REFER TO EXTERIOR ELEVATIONS AND SPECIFICATIONS FOR MORE INFORMATION ABOUT EXTENT OF DARK AND LIGHT BRICK AREAS (TAGGED ON FLOOR PLANS AS W1)3. REFER TO HOUSE 1-3 FLOOR PLANS FOR TYPICAL NOTES AND ADDITIONAL INFORMATION FOR HOUSE 4-5 PLANS 4. HOUSE 4-5 INTERIOR ELEVATION TAG INSTRUCTIONS:A. INTERIOR ELEVATION TAGS ARE COPIED FROM HOUSE 1-3 PLANS. THIS RESULTS IN MIRRORING OF VIEWS AND RELABELING OF VIEWS AS INDICATED BELOW FOR HOUSE 4-5 B. INSTRUCTIONS APPLY TO UNITS A,B,C & D ONLY. LAUNDRY UNIT IS NOT AFFECTED.C.MIRROR EAST INTERIOR ELEVATIONS D. MIRROR WEST INTERIOR ELEVATIONS E. INTERIOR ELEVATIONS LABELED NORTH ON A5.00 DRAWINGS SHOW THE INTERIOR ELEVATION FOR SOUTH F. INTERIOR ELEVATIONS LABELED SOUTH ON A5.00 DRAWINGS SHOW THE INTERIOR ELEVATION FOR NORTH 5. BULLETIN 011 ADDS DOOR IDENTIFICATION TO ALL BEDROOM CLOSETS.FLOOR PLAN NOTES project:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 INTERIOR ELEVATIONS UNIT A A5.11SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSSETTS 01063 TK / KM KSM KSM 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthorSCALE: 1/2" = 1'-0"8 ENTRY 01A NORTH
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11/06/2014 INTERIOR ELEVATIONS UNIT A A5.12SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSSETTS 01063 TK / KM KSM KSM Checker 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthor SCALE: 1/2" = 1'-0"1 LIVING ROOM 02A NORTH
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11/06/2014 INTERIOR ELEVATIONS UNIT A A5.13SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSSETTS 01063 TK / KM KSM KSM Checker 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthorSCALE: 1/2" = 1'-0"5 BEDROOM 08A ENTRY NORTH
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1. REFER TO GENERAL NOTES ON GENERAL INFORMATION SHEET 2. REFER TO EXTERIOR ELEVATIONS AND SPECIFICATIONS FOR MORE INFORMATION ABOUT EXTENT OF DARK AND LIGHT BRICK AREAS (TAGGED ON FLOOR PLANS AS W1)3. REFER TO HOUSE 1-3 FLOOR PLANS FOR TYPICAL NOTES AND ADDITIONAL INFORMATION FOR HOUSE 4-5 PLANS 4. HOUSE 4-5 INTERIOR ELEVATION TAG INSTRUCTIONS:A. INTERIOR ELEVATION TAGS ARE COPIED FROM HOUSE 1-3 PLANS. THIS RESULTS IN MIRRORING OF VIEWS AND RELABELING OF VIEWS AS INDICATED BELOW FOR HOUSE 4-5 B. INSTRUCTIONS APPLY TO UNITS A,B,C & D ONLY. LAUNDRY UNIT IS NOT AFFECTED.C.MIRROR EAST INTERIOR ELEVATIONS D. MIRROR WEST INTERIOR ELEVATIONS E. INTERIOR ELEVATIONS LABELED NORTH ON A5.00 DRAWINGS SHOW THE INTERIOR ELEVATION FOR SOUTH F. INTERIOR ELEVATIONS LABELED SOUTH ON A5.00 DRAWINGS SHOW THE INTERIOR ELEVATION FOR NORTH 5. BULLETIN 011 ADDS DOOR IDENTIFICATION TO ALL BEDROOM CLOSETS.FLOOR PLAN NOTES project:principal architect project manager drawn by checked by job no.date daterevisions:by no.
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11/06/2014 INTERIOR ELEVATIONS UNIT L A5.26SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK Checker 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthor
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11/06/2014 INTERIOR ELEVATIONS UNIT L A5.27SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSETTS 01063 TK / KM KSM LB / SK Checker 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthor SCALE: 1/2" = 1'-0"1 BATHROOM 03L EAST
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11/06/2014 TYP INTERIOR DETAILS A9.11SMITH COLLEGE PARADISE ROAD 69 PARADISE ROAD NORTHAMPTON, MASSACHUSSETTS 01063 TK / KM KSM KSM 13019 11/06/2014 FOR CONSTRUCTION 100% CONSTRUCTION DOCUMENTSAuthorSCALE: 6" = 1'-0"3 TYP COUNTER EDGE DTL SCALE: 6" = 1'-0"2 TYP TOE KICK
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