Hunnewell Drawing Set

New Residence

New Residence 220 Hunnewell Street

220 Hunnewell St. Needham, MA

NEEDHAM, MA

November 18, 2011 GENERAL NOTES

OWNER

CODE MASSACHUSETTS STATE BUILDING CODE 8TH EDITION

1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECTS OF ALL DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS.

2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS THAT MAY APPLY TO THE CONSTRUCTION OF THE PROJECT.

3. ALL WORK OF THIS PROJECT SHALL COMPLY WITH ACCEPTED BUILDING PRACTICES AND ALL CODE HAVING JURISDICTION OVER THIS PROJECT.

GOVERNMENT BUILDING CODE

10. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. THE CONTRACT DRAWINGS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK.

- BUILDING PLANS ON SITE AT REASONABLE TIMES (5111.11) - BUILDING PERMIT ON SITE PROMINENTLY DISPLAYED (5111.14)

THE MASSACHUSETTS BUILDING CODE, 8TH EDITION

- SITE GRADING/DRAINAGE: THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10' (USED TO BE 1/2 PER FOOT FOR 6') (5401.3)

11. DIMENSIONS ARE TO CENTER LINES, EXISTING BULDING GRID LINES OR TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED.

- PIPES THROUGH FOOTINGS OR FOUNDATION WALLS: ANY PIPE PASSING THROUGH A FOOTING OR FOUNDATION WALL REQUIRES A SLEEVE (2) SIZES GREATER THAN THE PIPE. (7602.5)

12. ALL GYPSUM WALL BOARD CONSTRUCTION SHALL CONFORM TO RECOMMENDATIONS, PRACTICES, STANDARDS AND INSTRUCTIONS PUBLISHED BY U.S. GYPSUM COMPANY IN THE GYPSUM CONSTRUCTION HANDBOOK.

- FOUNDATION DRAINAGE: CONCRETE OR MASONRY FOUNDATIONS; DRAINS SHALL BE PROVIDED (5401.3)(5405.1)

4. REFER TO LIMITS OF WORK DRAWINGS FOR OVERALL DISCRIPTION OF WORK AREAS.

5. THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT SITE AND ALL SURROUNDING AREAS IN FINAL CLEAR CONDITION INCLUDING THE REMOVAL OF ALL DEBRIS RESULTING FROM CONSTRUCTION.

6. THE CONTRACTOR SHALL AT ALL TIMES DURING THE PROGRESS OF THE WORK REMOVE ALL CONSTRUCTION DEBRIS AND MAINTAIN A DUST FREE ENVIRONMENT FOR ALL ADJACENT AREAS.

- FOUNDATION GROUNDING: WHERE FOOTING/FOUNDATION SYSTEMS ON ONE-TWO FAMILY BUILDINGS CONTAIN STEEL REINFORCING, CONFORMANCE TO 527 CMR 12.00 (ELECTRICAL CODE) GROUNDING CRITERIA IS REQUIRED. (8502.1)

- EGRESS DOORS: NO KEYED LOCKS PERMITTED ON INTERIOR OF EGRESS DOORS (5311.4.4)

13. ALL FINISHED WORK SHALL BE FREE OF DEFECTS. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS AND WORKMANSHIP WHICH ARE NOT CONSIDERED TO BE AT THE HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED.

- STAIRWAY MAXIMUM RISE 8 1/4" MINIMUM RUN 9" (5311.5.3.1) OPEN RISERS ARE PERMITED PROVIDED THAT OPENING DOES NOT EXCEED 5" (5311.5.3.3) - HEADERS: APPROPRIATE SIZE FOR FRAMING (TABLE 5502.5(1)(2) (5603.6)(1)(2)(3) MOST HEADERS REQUIRE DBLE JACK STUDS.

14. NO CHANGES OR SUBSTITIONS ARE ALLOWED UNLESS APPROVED BY THE OWNER.

- DESIGN & CONSTRUCTION OF WOOD WALLS: SHALL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH 780 CMR 56.00 AND 780 CMR FIGURES 5602.3.1(1) & 5602.3.(2).

15. ALL DATA OUTLETS MUST BE ON A DEDICATED, ISOLATED CIRCUIT. 7. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND VERIFY THAT ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL MATERIALS BY ALL TRADES IS PROPERLY EXECUTED.

- PROTECTION AGAINST DAMAGE: PIPES & (WIRES) SHALL BE PROTECTED BY SHIELD PLATES. (7602.2.1)

16. THE MECHANICAL PORTION OF THIS PROJECT ISSUE AS A DESIGN BUILD PACKAGE. THE GENERAL CONTRACT IS TO SUBMITT TO THE ARCHITECT FOR APPROVAL A SET OF STAMPED MECHANICAL DRAWINGS OUTLINING THE PROPOSED SLOPE OF WORK.

- SAFETY GLAZING INGRESS & EGRESS DOORS REQUIRED & WITHIN 24 INCHES OF DOORS. (5308.4.6) OTHER NEW HAZARDOUS LOCATIONS: STAIRWAYS, RAMPS, LANDINGS, ETC. (5308.4) - BATHROOM VENTILATION REQUIRED & VENTED DIRECT TO OUTSIDE (5303.3)

8. THE CONTRACTOR SHALL UTILIZE THE AREAS WITHIN THE SCOPE OF WORK FOR STORAGE OF MATERIALS AND TOOLS.

- ATTIC ACCESS REQUIRED MINIMUM 22" X 30" FOR 30 SQ. FT.+ AND HEIGHT OF 30"+ (5807.1)

9. ALL WRITEN DIMENSIONS SHALL HAVE PRECEDENCE OVER ALL OTHERS. DO NOT SCALE DRAWINGS. IF THERE IS A QUESTION OR CONFLICT IN DIMENSIONS, NOTIFY THE ARCHITECT FOR CLARIFICATION.

- SOLID BLOCKING REQUIRED IN WALL AT FLOOR LINE, POINTS OF CANTILEVER AND OVER BEARING BEAM (5502.7 & 5502.7.1) - VENTILATION AREA: THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. (5303.1)

GRAPHIC SYMBOLS 3 A-3.1

MATERIAL SYMBOLS BLOCKING

BUILDING CROSS SECTION

NEW CONSTRUCTION

CONCRETE

5

102

B

DOOR NUMBER

EARTH ROOM NUMBER

BATT INSULATION WINDOW NUMBER

ELEVATION DESIGNATION

WOOD SECTION REFERENCE

NEW DOOR TO BE INSTALLED

EXISTING DOOR TO REMAIN

PARTITION TYPE

DRYWALL

GENERAL CONTRACTOR GLASS OR GLAZING

P LAM PLYWD

PLASTIC LAMINATE PLYWOOD

W/ WC

WITH

GYPSUM WALL BOARD

PT PR

PRESSURE TREATED PAIR

WD

WOOD

HC

HOLLOW CORE

PT

PAINTED

X-REF

CROSS REFERENCE

HDWR

HARDWARE QT

QUARRY TILE RISER RADIUS

@ AFF ATTEN

AT ABOVE FINISH FLOOR ATTENUATING

GC

BLDG

BUILDING

EXISTING CONSTRUCTION

GRAVEL

5 A-3.3

ABBREVIATIONS GL GWB

CH CL

CEILING HEIGHT CENTER LINE

HM

HOLLOW METAL

HOR

HORIZONTAL

CLR

CLEAR

HT

HEIGHT

COL CONC

COLUMN CONCRETE

HVAC

HEATING, VENT, A/C

R RAD

HWH

HOT WATER HEATER

REQ

REQUIRED

CONT CPT CT

CONTINUOUS CARPET CERAMIC TILE

REFERENCE

INSUL

INSULATION

REF REV

INT

INTERIOR

RH

RIGHT HAND(ED)

RO

ROUGH OPENING ROOF TOP UNIT

DIM DWG(S)

DIMENSION DRAWING(S)

REV #

DATE

ISSUANCE

REVISION(S)

L LAV LH

LENGTH LAVATORY LEFT HAND(ED)

RTU SA SD

SOUND ATTENTION BATTS SMOKE DETECTORS

MAX

MAXIMUM

MECH MFR

MECHANICAL MANUFACTURER

SIM SPEC

SIMILAR SPECIFICATION

SQ

SQUARE

MD MIN

MEDIUM DENSITY MINIMUM

SQ FT

SQUARE FEET

SS

STAINLESS STEEL

OWNERSHIP & USE OF DOCUMENTS

MO MTL

MASONARY OPENING METAL

STL STN

STEEL STAIN

SV

SHEET VINYL

These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

EA

EACH

EIFS ELEC

EXT INSUL. FINISH SYSTEM ELECTRICAL

ELEV EQ

ELEVATION EQUAL

EWC

ELECTRICAL WATER COOLER

EXT

EXTERIOR

FC

FIRE CODE / FIRE CORE

FD

FLOOR DRAIN

NIC

NOT IN CONTRACT

FEC

FIRE EXTINGUISHER CABINET

TREAD

FINISHED FLOOR FINISHED FLOOR ELEVATION

NIGHT LIGHT NOMINAL

T

FF FFE

NL NOM

THK

THICKNESS

NTS

NOT TO SCALE

TP

TOILET PAPER DISPENSER

FIN

FINISH

TYP

TYPICAL

FFL

FLUORESENT LIGHTING

FOF FOC

FACE OF FINISH FACE OF CONCRETE

UNO

UNLESS NOTED OTHERWISE

FOS

FACE OF STUD

VCT

VINYL COMPOSITION TILE

FRT

FIRE RETARDANT TREATED

VIF

VERIFY IN FIELD

VTR

VENT THROUGH ROOF

TILE

WATER CLOSET

OC OD

ON CENTER OUTSIDE DIAMETER

OH

OPPOSITE HANDED

Title Sheet JOB NO 0052 DATE

DWG BY CKD BY SCALE

MLM

T-1.1

New Residence

41'-0" 6'-9"

6'-0"

6'-9"

4'-0"

220 Hunnewell Avenue Needham, Ma

2'-0"

13'-8"

6'-2 3/4"

2'-0"

3'-10"

6'-6"

2'-8"

5'-0"

3'-0"

5'-10"

5'-6"

11'-0"

5'-6"

15'-4"

6'-6"

8'-0"

13'-0"

4'-10"

OWNER

EL

21'-0"

7'-2"

4'-0"

-8'-6"

72'-6 1/2"

2'-0"

S.D.

9'-5"

22'-0"

Living Room

Foyer

14'-5"

C.M.D. UP

8'-0"

Family Room

7'-3"

73'-0"

Unfinished Basement

7'-0"

Dining Room

REV #

DATE

ISSUANCE

Mud Room Bathroom

23'-2"

24'-0"

GARAGE

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

Site Plan and Basement Plan 15'-0"

24'-0"

JOB NO 0002 DATE 10.10.11

1 L-1.1

Site Plan 1/4" = 1'-0"

1 A-1.1

Basement Plan 1/4" = 1'-0"

DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.1

37'-0" 19'-6" 6'-1"

2'-8"

4 1/2"

4'-4 1/2"

9

Master Bathroom

106

6

H

S.D. 6"

4'-0"

4 1/2"

11'-7 1/2"

6"

5'-6"

S.D.

6

3'-1" 6"

6'-1"

3'-0"

3'-1"

A

A 2 6"

2'-8"

11'-1 1/2"

102

19'-4"

J

9'-0"

4'-6"

12'-7 1/2"

12'-7"

2'-0"

23'-0"

S.D.

4

2'-0"

7'-6"

7'-0"

6"

8

S.D.

6"

6'-3 1/2"

3'-2"

4'-6"

3 Bathroom A 103

C.M.D.

5 5'-0"

2'-1 1/2"

4 1/2"

Mud Room

5/4" X 6" Decking

12" SQUARE COLUMNS

5

10

H.D.

REV #

DATE

ISSUANCE

20 MIN DOOR AND FRAME

EL 2

L

19'-6"

14'-5"

108

6'-11"

6"

6

11'-0" 7'-2 1/2"

6'-0"

3'-6" 10'-6" 1'-10"

202

2'-0" 6"

B

Porch 6'-2"

16'-0"

8'-0"

Bedroom

H

3'-6"

104

R

2'-0"

22'-0"

Kitchen

Dining Room

1'-6"

1

7'-9"

3'-0"

73'-0"

10'-6"

4 1/2" 4'-3 1/2" CASED OPENING

EL

C.M.D.

4'-6"

1'-0"

10'-0"

24'-0"

GARAGE 101

8'-3"

Bedroom

8'-3"

H

12'-9"

0'-0" 23'-0"

6'-11"

3'-6"

107

A

6"

G

F

2'-0"

C.M.D.

8'-0"

207

4 1/2"

Foyer

5

2'-5"

N

HALLWAY

6"

6'-3 1/2"

4'-6"

UP

14'-0"

6

4'-0"

65'-7"

3

4 1/2"

68'-3"

8'-9 1/2"

5'-1 1/2"

203

10'-3"

3'-5 1/2" 4 1/2"

4 1/2"

4'-4"

Bathroom

3'-6"

4'-6"

S.D.

H

4 1/2"

5'-1 1/2"

D

UP

7'-6"

Bedroom

4 1/2"

3'-10 1/2"

3'-6"

7'-0"

2'-9"

21'-0"

11'-11 1/2"

6" TEMPERED GLASS WINDOW

209 6"

6'-0"

CASED OPENING

8

Open To Below 11'-6"

Open To Above

4'-6"

4 1/2"

EL

CASED OPENING

3'-6"

S.D.

GUARDRAIL @ 36" (TYP)

21'-0"

DOWN

C

32'-7"

4 1/2"

7'-9"

208

6'-7"

HANDRAIL @ 34" (TYP)

7

4'-6"

3

DOWN

Laundry

10'-0"

8'-6"

5'-6"

6"

5'-1 1/2"

7'-2 1/2"

15'-7 1/2"

6" X 6" POST

2'-6"

4 1/2"

Half Wall

4 1/2"

204

N C.M.D.

6"

7'-4"

204

20'-0"

Walk In

9'-6 1/2"

Walk In

CASED OPENING

3'-6 1/2"

7'-2"

CASED OPENING

2'-0"

4 1/2"

Library

E

38'-5"

12'-5 1/2"

5'-8"

4 1/2"

2'-5"

6"

Family Room 105

3'-6"

3

5'-6"

6

OWNER

6"

D

4 1/2"

3

18'-6"

C.M.D.

15'-4"

3

S.D.

4 1/2"

4'-5 1/2"

206

13'-3 1/2"

4 1/2"

Master Bedroom

6"

5'-8"

14'-11 1/2"

15'-4"

205

M

1/2" TEMPERED GLASS SURROUNDING SHOWER

6"

5'-0"

8'-0"

3

2

4'-6"

7'-0"

6'-0"

4 1/2"

8'-0"

3'-6"

8'-2"

4 1/2"

C

4 1/2"

16'-2"

220 Hunnewell Avenue Needham, Ma

2'-8" 5'-4"

6"

GAS FIREPLACE

2

TEMPERED GLASS WINDOW

L

4'-0"

7'-2"

6"

K

J

6'-9"

2'-0"

5'-7 1/2"

6'-0"

13'-0"

5'-1 1/2"

6'-9"

8'-1"

6'-6"

13'-8"

2'-0"

7'-2"

3'-10"

13'-0"

13'-8"

2'-0"

3'-10"

New Residence

Patio

41'-0"

These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

10

H.D.

A 5/8" TYPE "X" GWB ON WALLS & CEILINGS (R-30 CEILING INSULATION)

2'-0"

1'-9"

7'-6"

1'-9"

5'-1" 15'-0"

A

2'-0"

6'-11"

6"

2'-0"

H

7'-3"

I

7'-0"

I

1'-9"

2'-9"

14'-0"

1'-9"

9'-0"

6'-10 1/2"

201

J

6'-11"

A

OWNERSHIP & USE OF DOCUMENTS

First and Second Floor Plans

5'-1" JOB NO

4'-6"

0002

19'-6"

24'-0"

DATE 10.24.11

1 A-1.3

Second Floor Plan 1/4" = 1'-0"

1 A-1.2

First Floor Plan 1/4" = 1'-0"

DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.2

New Residence 220 Hunnewell Avenue Needham, Ma

G

OWNER

Asphalt Shingle Roof (TYP)

5' KNEE WALL

6

C.M.D. S.D. 7' CLEARANCE LINE

Unfinished Attic CONTINUOUS RIDGE VENT

G

COVER VALLEY WITH ICE AND WATER SHIELD

REV #

DATE

ISSUANCE

J

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

J

Attic And Roof Plans JOB NO 0002 DATE 10.24.11

1 A-1.4

Attic Floor Plan 1/4" = 1'-0"

1 A-1.5

Roof Plan 1/4" = 1'-0"

DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.3

New Residence 220 Hunnewell Avenue Needham, Ma OWNER

CONTINUOUS RIDGE VENT

1" X 3" OVER 1" X 8" EXTENDED RAKE

1" X 8" RAKE

Top of Ridge 32'-0"

11'-6"

12

12 ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

Third Floor (Attic) 20'-6"

1" X 10" FRIEZE BOARDS 6'-10 1/2"

8'-10"

9'-0"

30'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

12 6

Second Floor

5/4" X 6" CORNER BOARDS HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

12

5

24 11

11'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

12" SQUARE COLUMNS

1'-6"

First Floor 1'-6"

7'-6"

10'-0"

5/4" X 4" CASING

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

1" X 3" OVER 1" X 8" AZEK WATER TABLE

10'-0"

FINISH GRADE: ALL GRADING SHOWN ON THE ELEVATIONS ARE DIAGRAMATIC. REFER TO SITE PLAN PREPARED BY OTHERS FOR FINAL GRADING.

Basement

REV #

DATE

ISSUANCE

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

-8'-6"

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

1 A-2.1

Front Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 09.26.11 DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.1

New Residence 220 Hunnewell Avenue Needham, Ma OWNER

CONTINUOUS RIDGE VENT

1" X 3" OVER 1" X 8" EXTENDED RAKE

1" X 8" RAKE

Top of Ridge 32'-0"

11'-6"

COVER CRICKET WITH ICE AND WATER SHIELD

12

12 12

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

12

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

Third Floor (Attic) 20'-6"

9'-0"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

1" X 10" FRIEZE BOARDS

5/4" X 6" CORNER BOARDS

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

12

Second Floor 11'-6"

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

5

CONTINUOUS ALUMINUM GUTTERS (PAINTED) 5/4" X 4" CASING

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

10'-0"

5/4" X 4" CASING

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

First Floor 1'-6"

1" X 3" OVER 1" X 8" AZEK WATER TABLE

10'-0"

30'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

Basement

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

1" X 3" OVER 1" X 8" AZEK WATER TABLE

FINISH GRADE: ALL GRADING SHOWN ON THE ELEVATIONS ARE DIAGRAMATIC. REFER TO SITE PLAN PREPARED BY OTHERS FOR FINAL GRADING. 10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING

REV #

DATE

ISSUANCE

-8'-6"

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

1 A-2.2

Right Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 09.26.11 DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.2

New Residence 220 Hunnewell Avenue Needham, Ma OWNER

CONTINUOUS RIDGE VENT

1" X 3" OVER 1" X 8" EXTENDED RAKE

1" X 8" RAKE

Top of Ridge 32'-0"

12 11'-6"

12.83

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

Third Floor (Attic) CONTINUOUS ALUMINUM GUTTERS (PAINTED)

1" X 10" FRIEZE BOARDS 9'-0"

30'-6"

20'-6"

5/4" X 6" CORNER BOARDS HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

Second Floor 11'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

10'-0"

5/4" X 4" CASING

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

1'-6"

First Floor

1" X 3" OVER 1" X 8" AZEK WATER TABLE

1'-6"

10'-0"

FINISH GRADE: ALL GRADING SHOWN ON THE ELEVATIONS ARE DIAGRAMATIC. REFER TO SITE PLAN PREPARED BY OTHERS FOR FINAL GRADING.

REV #

DATE

ISSUANCE

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING

Basement -8'-6"

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

1 A-2.3

Rear Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 09.26.11 DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.3

New Residence 220 Hunnewell Avenue Needham, Ma OWNER

CONTINUOUS RIDGE VENT

1" X 3" OVER 1" X 8" EXTENDED RAKE

1" X 8" RAKE

Top of Ridge

11'-6"

32'-0"

12 12 ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

5

12 ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

Third Floor (Attic) 20'-6"

9'-0"

30'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

1" X 10" FRIEZE BOARDS

5/4" X 6" CORNER BOARDS

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

Second Floor 11'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

CONTINUOUS ALUMINUM GUTTERS (PAINTED) 8' X 9' GARAGE DOOR OPENING

10'-0"

5/4" X 4" CASING

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

1'-4"

First Floor 1'-6"

1" X 3" OVER 1" X 8" AZEK WATER TABLE

HARDI-PLANK HORIZONTAL SIDING AT 4" TO WEATHER

1" X 3" OVER 1" X 8" AZEK WATER TABLE

10'-0"

FINISH GRADE: ALL GRADING SHOWN ON THE ELEVATIONS ARE DIAGRAMATIC. REFER TO SITE PLAN PREPARED BY OTHERS FOR FINAL GRADING.

REV #

DATE

ISSUANCE

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING 10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

Basement -8'-6"

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

1 A-2.4

Left Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 09.26.11 DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.4

New Residence FINISH SCHEDULE FLOOR

BASE

MS1. MS2.

WALLS

CEILING

NORTH

EAST

SOUTH

WEST

2" X 10" FRAMING @ 16" O.C.

101

GARAGE

WOOD

102 103

MUDROOM

WOOD

GWB

BATHROOM

GWB

KITCHEN

WOOD WOOD

GWB

104

TILE WOOD

GWB

GWB GWB

105

FAMILY ROOM

WOOD

GWB

106 107

LIBRARY FOYER

WOOD WOOD

GWB GWB

108 108

DINING STAIR

WOOD WOOD

GWB GWB

201

BEDROOM 1

WOOD

GWB

202

BEDROOM 2

WOOD

GWB

203

BEDROOM 3

204

WALK IN

WOOD WOOD

GWB GWB

GWB GWB GWB

WOOD

REMARKS

205

MASTER BATHROOM

TILE

WOOD

GWB

206

MASTER BEDROOM

WOOD

GWB

207

HALLWAY

WOOD

WOOD WOOD

GWB

208

LAUNDRY

TILE

WOOD

GWB

209

BATHROOM

TILE

WOOD

GWB

209

STAIR

WOOD

GWB

MS3.

ASPHALT SHINGLE ROOF OVER 15# BLDG. PAPER

MS4.

5/8" EXT. GRADE PLYWOOD

MS5. MS6.

BAFFLE SIMPSON HURRICANE TIE @ RAFTER CONNECTIONS

Attic Floor

CONT. ALUM. GUTTER 1" X _" SOFFIT W/ CONT. VENT

HEAD

JAMB

STRIKE

WOOD WOOD

BRASS BRASS

WOOD

BRASS

2 3

INTERIOR

3'-0" X 6'-8" 2'-6" X 6'-8"

4

EXTERIOR / GARAGE

3'-0" X 6'-8"

WOOD

BRASS

5

INTERIOR / (TYP)

PAIR 2'-0" X 6'-8"

6

INTERIOR / (TYP)

2'-8" X 6'-8"

WOOD WOOD

BRASS BRASS

7

INTERIOR / (TYP)

2'-8" X 6'-8"

INTERIOR / (TYP)

PAIR 2'-6" X 6'-8"

WOOD WOOD

BRASS BRASS

POCKET DOOR

8

WOOD WOOD

9 9

INTERIOR / GARAGE EXTERIOR / GARAGE

3'-0" X 6'-8" 9'-0" X 8'-0"

WOOD WOOD

BRASS BRASS

FRAMELESS SHOWER DOOR GARAGE DOOR

3'-0" X 6'-8"

3 1/2" BATT INSULATION BETWEEN FLOORS

TYVEK OVER 1/2" EXT. GRADE PLYWOOD

ENTRY DOOR WITH SIDE LIGHT

2"X6" FRAMING @ 16" O.C. W/ R-21 BATT INSULATION

20 MINUTE DOOR AND FRAME

1/2" BLUEBOARD OVER 1" X 3" FURRING STRIPS

2"X6" FRAMING @ 16" O.C. W/ R-21 BATT INSULATION

WINDOW SCHEDULE

CEDAR CLAPBOARD SIDING @ 4" TO WEATHER

REMARKS

A

3'-0" X 5'-0"

6

DOUBLE HUNG

A'

3'-0" X 5'-0"

1

DOUBLE HUNG TEMPERED

B

2'-8" X 4'-0"

1

(PAIR) DOUBLE HUNG

C

3'-0" X 5'-0"

2

(TRIPLE) DOUBLE HUNG

D

2'-0" X 5'-0"

2

DOUBLE HUNG

E

3'-0" X 5'-0"

1

(PAIR) DOUBLE HUNG

F

5'-0" X 6'-0"

1

TYPE 12 ARCH HEAD 5-0 WIDE X 6-0 HI CASEMENT

G

ALL SAWN LUMBER FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR WITH THE FOLLOWING MINIMUM GRADES: A. JOISTS, RAFTERS, SOLID AND BUILT-UP BEAMS, WALL STUDS AND LINTELS; NO. 1 GRADE. B. SILLS AND PLATES; STUD GRADE. C. SOLID WOOD POSTS; NO. 1 GRADE. D. BRIDGING, BLOCKING AND NAILERS; STUD GRADE.

CW2.

ALL "MICRO LAM' (ML) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A. E = 2,000,000 PSI B. Fb = 2800 PSI C. Ft = 1850 PSI D. Fc (perpendicular) = 500 PSI E. Fc (parallel) = 2700 PSI F. Fv = 285 PSI

CW3.

UNLESS OTHERWISE NOTED, ALL NAILING AND FASTENING SHALL BE IN ACCORDANCE WITH SECTION 2305.2 FASTENING SCHEDULE, MASSACHUSETTS BUILDING CODE.

CW4.

WOOD SILLS BENEATH ALL INTERIOR AND EXTERIOR BEARING WALLS AND ALL MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE "AMERICAN WOOD PRESERVERS ASSOCIATION, STANDARD C1".

CW5.

ALL STUD WALLS, BEARING AND NON-BEARING, SHALL HAVE ONE ROW OF CONTINUOUS 2X SOLID BLOCKING BETWEEN STUDS AT MID-HEIGHT. BLOCKING SIZE TO MATCH STUD SIZE.

CW6.

FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.

CW7.

ALL METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE HOT-DIPPED GALVANIZED METAL SHAPES AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY, INC." AND BE ATTACHED BY THE GENERAL CONTRACTOR AS PER THE "SIMPSON STRONG-TIE" SPECIFICATION.

CW8.

ALL ROOF SHEATHING SHALL BE 5/8 INCH APA RATED PLYWOOD SHEATHING 32/16. USE EXPOSURE 1, STRUCTURAL 1, C-D, PANELS, EXCEPT USE EXTERIOR PANELS FOR STARTER STRIPS ALONG EAVES AND WHEN LONG CONSTRUCTION DELAYS ARE ANTICIPATED. APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE RAFTERS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. INSTALL 2x6 BLOCKING ALONG PANEL ENDS BETWEEN EACH RAFTER OR TRUSS. ATTACH PANELS WITH GLUE AND 10d COMMON NAILS AT 6 INCHES ON CENTER AT PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.

CW9.

ALL FLOOR SHEATHING SHALL BE 3/4" APA RATED ``STUR-I-FLOOR'', 24 OC, TONGUE AND GROOVE. USE EXPOSURE 1 PANELS, APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE JOISTS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. ATTACH PANELS BY GLUE-NAILING AS FOLLOWS:

3'-0" X 4'-0"

4

DOUBLE HUNG

H

3'-0" X 4'-6"

4

(PAIR) DOUBLE HUNG

H' I

3'-0" X 4'-0"

1

(PAIR) DOUBLE HUNG

2'-0" X 4'-6"

2

DOUBLE HUNG

J

2'-0" X 2'-6"

5

AWNING

K

2'-8" X 4'-0"

1

DOUBLE HUNG TEMPERED

L M

3'-0" X 4'-5"

1

(TRIPLE) DOUBLE HUNG

3'-0" X 2'-0"

1

(TRIPLE) AWNING

N

3'-0" X 2'-0"

2

AWNING TEMPERED

FLOOR FRAMING W/ R-30 BATT INSULATION

CW10.

First Floor

A.

SPREAD GLUE IN ACCORDANCE WITH RECOMMENDATIONS OF GLUE MANUFACTURER AND INDUSTRY PRACTICE.

B.

STAGGER END JOINTS IN EACH SUCCEEDING ROW, LEAVING 1/8 INCH SPACE BETWEEN ALL END AND END JOINTS, INCLUDING TONGUE AND GROOVE EDGES.

C.

COMPLETE ALL NAILING OF EACH PANEL BEFORE GLUE SETS WITH 6d RING OR SCREW SHANK NAILS AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES AT INTERMEDIATE SUPPORTS.

ALL EXTERIOR WALL SHEATHING SHALL BE 1/2 INCH APA RATED, EXPOSURE 1, STRUCTURAL 1, PLYWOOD C-D PANELS. ATTACH PANELS WITH 8d COMMON NAILS @ 4" OC AT PANEL EDGES AND 12" OC AT INTERMEDIATE SUPPORTS. ALL PLYWOOD WALL SHEATHING SHALL BE BLOCKED AT PANEL EDGES BELOW TRUSS PLYWOOD SHEATHING SHALL BE 1/2 INCH APA RATED, EXPOSURE 1, TONGUE AND GROOVE PLYWOOD A-C PANELS. ATTACH PANELS WITH 10d COMMON NAILS @ 6" ON CENTER AT PANEL EDGES AND 10" OC AT INTERMEDIATE SUPPORTS, ALL BELOW TRUSS SHEATHING SHALL BE BLOCKED AT PANEL EDGES.

(2) 2"X6" P.T.SILL SET W/ 1/2"DIA. X 12" LONG J ANCHOR BOLT @ 4'-0" O.C. (TYP)

CW12.

(3) 12" LVL BEAM

Grade

CW13.

FINISH GRADE

Basement

REV #

DATE

ISSUANCE

``TJI/XX'' REFERS TO A WOOD I - JOIST MANUFACTURED BY TRUSS JOIST MACMILLAN, BOISE, IDAHO OR APPROVED EQUAL. REFER TO MANUFACTURERS RECOMMENDATIONS REGARDING ATTACHMENTS, BRACING, WEB STIFFENERS, BLOCKING, ETC. ``TIMBERSTRAND RIM BOARD'' REFERS TO A MANUFACTURED WOOD EDGE BEAM, CONTINUOUS BLOCKING OR LINTEL AS MANUFACTURED BY TRUSS JOIST MACMILLAN, BOISE, IDAHO OR APPROVED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES. A.

E = 1,300,000 PSI.

B.

Fb = 1,700 PSI.

C.

Fv = 400 PSI.

D.

Fc l = 680 PSI.

E.

VERTICAL LOAD TRANSFER CAPACITY = 3450 PLF ( ~4" THICK).

9'-0"

QUANTITY

L/240 L/360 L/600

CW1.

FINISH FLOOR OVER 3/4" T & G PLYWOOD SUBFLOOR

10'-0"

ROUGH OPENING

80 PSF 80 PSF 100 PSF 40 PSF AS REQUIRED IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.

CONVENTIONAL WOOD FRAMING

FINISH FLOOR OVER 3/4" T & G PLYWOOD SUBFLOOR

Second Floor

REMARKS

EXTERIOR / FOYER EXTERIOR

UNIT NAME

FLOOR DEAD LOAD ROOF LIVE LOAD WALL WIND LOAD

1/2" BLUEBOARD OVER 1" X 3" FURRING STRIPS

10'-0"

1

DETAILS

OWNER

DEFLECTION CRITERIA

FLOOR FRAMING

SIZE

20 Gammons Rd Newton, MA

STRUCTURAL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE, 7TH EDITION.

R-38 INSULATION

DOOR SCHEDULE LOCATION / TYPE

SITUATIONS. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELEVATIONS ON PLANS AND SECTIONS WITH ARCHITECTURAL DRAWINGS.

DESIGN LOADS LIVE LOADS ROOMS CORRIDORS STAIRS SNOW (MIN DESIGN LD) SNOW (AT DRIFTING) WIND, SEISMIC

Hardie-Board CLAPBOARD SIDING @ 4" TO WEATHER

DOOR NO.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, REGLETS, DEPRESSIONS, EQUIPMENT PADS AND OTHER PROJECT REQUIREMENTS. OPENINGS IN SLABS AND WALLS LESS THAN 12 INCHES SQUARE ARE NOT SHOWN. PENETRATION OF STRUCTURE BY MECHANICAL, ELECTRICAL AND PLUMBING SERVICES ARE GENERALLY NOT SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE OPENINGS WITH THE SHOP DRAWINGS. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS, AND NOTES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR

9'-0"

ROOM ROOM NAME NO.

MISCELLANEOUS

10" CONC. FOUNDATION WALL W/ TUFF & DRY WATERPROOFING SYSTEM 12"X24" CONC. FOOTING (CONT.) @ MIN. 4' 0" BELOW FINISH GRADE

Basement

NOTE: SHOP DRAWINGS OF WINDOWS ARE TO BE PROVIDED PRIOR TO ORDERING.

OWNERSHIP & USE OF DOCUMENTS 4" CONCRETE SLAB ON GRADE OVER 6 MIL POLY VAPOR BARRIER & 8" COMPACTED GRAVEL

These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

Finish, Door & Window Schedules & Specifications

ALL WINDOWS AND PATIO DOORS ARE TO BE MANUFACTURED BY PELLA WINDOW AND DOOR COMPANY OR OWNER APPROVED EQUAL. WINDOWS ARE TO BE VINYL, ALL UNITS ARE TO BE WHITE EXTERIOR, WHITE INTERIOR. UNITS ARE TO HAVE 6 - 9/16” JAMB THICKNESS & WHITE HARDWARE WITH FACTORY PROVIDED SCREENS. ALL GLAZING IS TO BE LOW-E 270 ARGON INSULATED GLASS WITH U-VALUE OF .32 OR BETTER AND SGHC OF 0.27 OR BETTER.

4 A-3.1

Wall Section

JOB NO 0002

1/2" = 1'-0" DATE

11.22.11 DWG BY

BG

CKD BY

MLM

SCALE

A-3.1

3'-10"

13'-8"

6'-9"

6'-0"

6'-9"

New Residence

4'-0"

2'-0"

220 Hunnewell Avenue Needham, Ma

10" WALL CONC. FOUNDATION WALL W/ 24" X 12" FOOTING (TYP.) 5'-0"

2'-8"

2'-0"

PRECAST CONCRETE BULKED

OWNER BEAM POCKET

(3) 10" LVL UNDER

5'-0"

4" SLAB-ON-GRADE OVER 6 MIL POLY VAPOR BARRIER & 8" COMPACTED GRAVEL

13'-0"

5'-10" 3'-0"

3'-0"

10" BCI 6500 SERIES @ 16" O.C.

14'-5"

3'-0"

7'-0"

5'-8"

4'-0"

3 1/2" STEEL LALLY COLUMN UNDER

10" BCI 6500 SERIES @ 16" O.C. 3 1/2" STEEL LALLY COLUMN UNDER

(3) 10" LVL UNDER

(3) 10" LVL FLUSH FRAMED

3 1/2" STEEL LALLY COLUMNS W/ 30" X 30" X 12" FOOTING (TYP)

21'-0"

4'-0"

7'-0"

BEAM POCKET BEAM POCKET

(3) 10" LVL UNDER

11'-0"

3'-0"

4'-0"

5'-10"

BEAM POCKET

(3) 10" LVL UNDER

15'-4"

6'-6"

4'-10"

2'-0"

BEAM POCKET

73'-0"

5'-9"

5'-10 1/4"

BEAM POCKET

9'-5"

8'-0"

7'-6"

22'-0"

7'-0"

2" X 12" P.T. LEDGER BOARD SECURED TO WALL W/ 1/2" DIA. X 5" LONG GALV. LAG BOLTS @ 16" O.C. STAGGERED (TYP)

2"x8" PT @ 16" O.C. (3) 2"x8" BEAM UNDER

3'-2"

7'-6"

4'-4" REV #

14" SONOTUBE UNDER

DATE

ISSUANCE

17'-0"

24'-0"

4" SLAB-ON-GRADE OVER 6 MIL POLY VAPOR BARRIER & 8" COMPACTED GRAVEL

23'-2"

10" WALL CONC. FOUNDATION WALL W/ 24" X 12" FOOTING (TYP.)

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

Foundation and First Floor Framing Plans JOB NO

24'-3"

0002 DATE 10.24.11

1 S-1.1

Foundation Plan 1/4" = 1'-0"

1 S-1.2

First Floor Framing 1/4" = 1'-0"

DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.1

New Residence

2" X 12" RIDGE 2" X 8" RAFTERS @ 16 O.C.

220 Hunnewell Avenue Needham, Ma (3) 10" LVL HEADER

(3) 10" LVL FLUSH FRAMED

10" BCI 6500 SERIES @ 16" O.C.

BEARING WALL UNDER

(3) 10" LVL FLUSH FRAMED

(3) 10" LVL ABOVE

(3) 10" LVL HEADER

10" BCI 6500 SERIES @ 16" O.C.

(3) 10" LVL FLUSH FRAMED (3) 10" LVL HEADER

(3) 10" LVL HEADER

2" X 8" RAFTERS @ 16 O.C.

(3) 10" LVL FLUSH FRAMED

(3) 10" LVL HEADER

10" BCI 6500 SERIES @ 16" O.C.

THIS SECTION OF FLOORING IS ELEVATED OFF OF THE ATTIC FLOOR BY AN 8" STUD WALL TO ALLOW FOR PICTURE WINDOW. SEE DETAIL.

(3) 10" LVL FLUSH FRAMED

(3) 10" LVL HEADER

(3) 10" LVL HEADER (3) 10" LVL HEADER

(3) 10" LVL FLUSH FRAMED

(3) 10" LVL HEADER

6" X 6" PSL POST

2" X 8" RAFTERS @ 16 O.C.

BEARING WALL UNDER

(3) 10" LVL HEADER BEARING WALL UNDER

(3) 10" LVL FLUSH FRAMED

OWNER

BEARING WALL UNDER

10" BCI 6500 SERIES @ 16" O.C.

6" X 6" PSL POST

2" X 12" RIDGE

BEARING WALL UNDER

(3) 10" LVL FLUSH FRAMED

(3) 10" LVL HEADER

BEARING WALL UNDER

(3) 10" LVL HEADER

2" X 10" CEILING JOISTS @ 16 O.C. 6" X 6" PSL POST

6" X 6" PSL POST

REV #

2" X 12" RIDGE

DATE

ISSUANCE

2" X 10" CEILING JOISTS @ 16 O.C.

(3) 10" LVL HEADER

2" X 8" RAFTERS @ 16 O.C.

(3) 16" LVL FLUSH FRAMED (ALIGN TOP OF BEAM TO FLOOR)

2" X 10" CEILING JOISTS @ 16" O.C.

2" X 8" RAFTERS @ 16 O.C.

(2) 10" LVL FLUSH FRAMED

These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies (3) 10" LVL FLUSH FRAMED

Second Floor and Attic Framing

2" X 12" RIDGE

OWNERSHIP & USE OF DOCUMENTS

JOB NO

2" X 6" CEILING JOISTS UNDER

0002 DATE 10.24.11

1 S-1.3

Second Floor Framing 1/4" = 1'-0"

1 S-1.4

Attic Framing 1/4" = 1'-0"

DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.2

New Residence 6" X 6" PSL UNDER

220 Hunnewell Avenue Needham, Ma

NOTE: ALL ROOF RAFTERS 2' X 10" @ 16" O.C. UNLESS NOTED

OWNER

NOTE: ALL ROOF RAFTERS 2' X 10" @ 16" O.C. UNLESS NOTED

(2)

(1) 14" LVL

COLLAR TIES @ 7' ABOVE FLOOR

14" L LV

6" X 6" PSL UNDER

KNEE WALL UNDER

COLLAR TIES @ 7' ABOVE FLOOR

FALSE RAKE UNDER

6" X 6" PSL UNDER

(2) 14" LVL

14" LVL

6" X 6" PSL UNDER

2" X 12"

OVERLAY CRICKET

6" X 6" PSL UNDER

(1) 14" LVL

2" X 12"

2" X 10" @ 16 0.C. LAYOVER

REV #

DATE

ISSUANCE

COLLAR TIES @ 5' ABOVE FLOOR

(2) 2" X 12"

2" X 12" OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

(2) 2" X 12"

Roof Framing 6" X 6" PSL UNDER

JOB NO 0002 DATE 10.24.11

1 S-1.5

Roof Framing 1/4" = 1'-0"

DWG BY

BG

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.3

Turn static files into dynamic content formats.

Create a flipbook