Gammons Drawing Set by Ben Greer

New Residence

New Residence 20 GAMMONS ROAD

20 Gammons Rd. Newton, MA

NEWTON, MA

November 11, 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

T-1.1

Title Sheet

A-1.1 A-1.2 A-1.3

Basement Plan First Floor Plan Second Floor Plan

A-2.1 A-2.2 A-2.3 A-2.4

Front Elevation Right Side Elevation Rear Elevation Left Side Elevation

A-3.1 A-3.2

Finish, Door & Window Schedules & Specifications Wall Sections

S-1.1 S-1.2 S-1.3 S-1.4

Foundation Plan First Floor Framing Plan Second Floor Framing Plan Attic Floor Framing Plan

3 A-3.1

MATERIAL SYMBOLS BLOCKING

BUILDING CROSS SECTION

NEW CONSTRUCTION

CONCRETE

102

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

@ AFF ATTEN

AT ABOVE FINISH FLOOR ATTENUATING

GC GL GWB

GENERAL CONTRACTOR GLASS OR GLAZING

P LAM PLYWD

PLASTIC LAMINATE PLYWOOD

W/ WC

WITH WATER CLOSET

GYPSUM WALL BOARD

PT PR

PRESSURE TREATED PAIR

WOOD

BLDG

BUILDING

HOLLOW CORE

PAINTED

X-REF

CROSS REFERENCE

HDWR HM

HARDWARE HOLLOW METAL

QUARRY TILE

HORIZONTAL HEIGHT HEATING, VENT, A/C HOT WATER HEATER

R RAD

RISER RADIUS

REQ

REQUIRED

REF REV

REFERENCE REVISION(S)

EXISTING CONSTRUCTION

GRAVEL

5 A-3.3

ABBREVIATIONS

DRYWALL

CH CL

CEILING HEIGHT CENTER LINE

CLR

CLEAR

HOR HT

COL CONC

COLUMN CONCRETE

HVAC HWH

CONT CPT CT

CONTINUOUS CARPET CERAMIC TILE

DIM DWG(S)

DIMENSION DRAWING(S)

DATE

ISSUANCE

INSUL

INSULATION

INT

INTERIOR

RH RO

RIGHT HAND(ED) ROUGH OPENING

L LAV LH

LENGTH LAVATORY LEFT HAND(ED)

RTU

ROOF TOP UNIT

SA SD

SOUND ATTENTION BATTS SMOKE DETECTORS

MAX

MAXIMUM

MECH MFR

MECHANICAL MANUFACTURER

SIM SPEC

SIMILAR SPECIFICATION

MD MIN

MEDIUM DENSITY MINIMUM

SQ SQ FT

SQUARE SQUARE FEET

STAINLESS STEEL

OWNERSHIP & USE OF DOCUMENTS

MO MTL

MASONARY OPENING METAL

STL STN

STEEL STAIN

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

EACH

EIFS ELEC

EXT INSUL. FINISH SYSTEM ELECTRICAL

ELEV EQ

ELEVATION EQUAL

EWC

ELECTRICAL WATER COOLER

EXT

EXTERIOR

FIRE CODE / FIRE CORE

FLOOR DRAIN

NIC

NOT IN CONTRACT

FEC

FIRE EXTINGUISHER CABINET

FF FFE FIN

FINISHED FLOOR FINISHED FLOOR ELEVATION FINISH

NL NOM

NIGHT LIGHT NOMINAL

T THK

TREAD THICKNESS

NTS

NOT TO SCALE

TP TYP

TOILET PAPER DISPENSER TYPICAL

FFL FOF FOC

FLUORESENT LIGHTING FACE OF FINISH FACE OF CONCRETE

OC OD

ON CENTER OUTSIDE DIAMETER

UNO

UNLESS NOTED OTHERWISE

OPPOSITE HANDED

FOS

FACE OF STUD

VCT

VINYL COMPOSITION TILE

FRT

FIRE RETARDANT TREATED

VIF VTR

VERIFY IN FIELD VENT THROUGH ROOF

TILE

REV #

Title Sheet JOB NO 0052 DATE 11.11.11 DWG BY CKD BY SCALE

MLM

T-1.1

FINISHED BASEMENT = 1,870 SF

New Residence

1ST FLOOR FAR = 2,599 SF

20 Gammons Rd Newton, MA UP

SUMMARY LOT SIZE:

14,387 SF

MAX. FAR:

(.35) 14,387 = 5,035 SF

BASEMENT:

1,870 SF (NOT INCLUDED IN FAR)

FIRST FLOOR:

2,599 SF

SECOND FLOOR:

2,385 SF

ATTIC:

844 SF (over 7') (NOT INCLUDED IN FAR)

MAX. ATTIC:

(.66) 2,385 = 1,574 SF

TOTAL FAR:

1 A-1.1

Basement Plan

Scale: 1/8" = 1'-0"

A-1.2

OWNER

4,985 SF (WHICH IS LESS THAN MAX. FAR ALLOWED)

First Floor Plan Scale: 1/8" = 1'-0"

2ND FLOOR FAR = 2,385 SF

FINISHED ATTIC = 844 SF

FIRST FLOOR = 562 SF

REV #

4 A-1.5

DATE

ISSUANCE

Garage First Floor Plan Scale: 1/8" = 1'-0"

S.D.

OWNERSHIP & USE OF DOCUMENTS

ATTIC (ABOVE 7') = 79 SF

Zoning Code Compliance

GARAGE: HALF STORY 562(.66) = 371 ALLOWED

JOB NO 0002 DATE

1 A-1.3

Second Floor Plan Scale: 1/8" = 1'-0"

1 A-1.4

Attic Floor Plan Scale: 1/8" = 1'-0"

4 A-1.5

Garage Attic Plan Scale: 1/8" = 1'-0"

11.09.11 DWG BY

CKD BY

MLM

SCALE 1/8" = 1'-0"

T-1.2

New Residence 60'-5"

14'-6"

5'-10"

23'-5"

4'-8"

4'-0"

8'-6"

10'-9"

7'-0"

10'-3"

20 Gammons Rd Newton, MA

1'-6"

7'-11"

4'-6"

8'-6"

9'-6"

4'-6"

1'-0"

OWNER

2'-0"

5'-0"

1'-0"

Q 14

8'-1"

10'-3"

9'-1"

6'-2"

10"

005

006

14'-1 1/2"

4 1/2"

23'-0 1/2"

26'-2"

004 17'-9 1/2"

Theater

Lower Family Room

17'-7 1/2"

Exercise Room

4 1/2"

2"x4" @ 16 O.C. WITH R-15 INSULATION

19'-2"

1'-0" 27'-0"

S.D.

003

C.M.D.

55'-6"

STAIR

5'-0"

008

153'-4"

3'-10 1/2"

10'-7 1/2"

5'-2"

4 1/2"

Linen

C.M.D. 18'-8 1/2"

Lower Foyer

16'-1 1/2"

Mech / Storage

1'-0" REV #

001

12'-2"

S.D.

DATE

ISSUANCE

Playroom 002

007 S.D. 4 1/2"

10'-0"

4 1/2"

14'-3 1/2"

1'-0"

5'-10"

1'-0"

9'-6"

14'-7 1/2"

9'-6"

6'-0"

S.D.

6'-8" 2'-0" 1'-0"

OWNERSHIP & USE OF DOCUMENTS

2'-0"

1'-0" 2'-0"

6'-0"

1'-0"

17'-0"

28'-4"

30'-0"

4 1/2"

Bathroom

16'-6 1/2"

4'-1 1/2"

4 1/2"

3'-9"

9'-4"

8'-0"

6"10"

4 1/2"

17'-11"

53'-6"

S.D.

O 5'-10"

16'-0"

10'-0"

1'-2"

11'-8"

2'-2"

11'-1"

58'-11"

1 A-1.1

Basement Plan

Basement Plan 1870 SF Scale: 1/4" = 1'-0"

JOB NO 0058 DATE 10.10.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.1

New Residence

58'-11"

14'-6"

23'-5"

7'-6"

7'-0"

8'-6"

10'-9"

7'-0"

7'-11"

5'-4 1/2"

10'-3"

5'-4 1/2"

5'-1"

20 Gammons Rd Newton, MA

5'-2"

5/4" X 6" DECKING

OWNER

Porch

9'-9"

2 4 1/2"

9'-10 1/2"

1'-9"

6'-5"

8'-8"

9'-6"

4'-6"

2'-0"

6'-5"

16'-5 1/2"

S.D.

163'-4"

55'-6" 6'-0"

4 1/2"

110

S.D.

Pantry / Office

4'-6"

21'-0"

4'-6"

5'-3"

4'-1 1/2"

16'-6"

7'-4"

11'-1 1/2"

12'-10"

Pantry

4 1/2"

4 1/2" 4'-1"

7'-10 1/2"

113

3'-9"

4'-0"

Stair

4 1/2"

W/O

EL 8' CASED OPENING

8' CASED OPENING

101

3'-9"

108 3'-6"

8' CASED OPENING

Hallway

3'-9"

8'-1"

6" C.M.D.

Bathroom #1 6"

Down

8'-1 1/2"

109

4 1/2"

12'-7 1/2"

3'-8"

53'-6"

Bathroom #2

3'-9"

39'-6"

105

2'-4 1/2"

7'-6"

Kitchen

4'-5 1/2"

4 1/2"

9'-10"

4'-0"

Down

104 6'-4 1/2"

4'-4"

9'-6"

17'-7 1/2"

1'-6"

Great Room 162'-4"

5'-4 1/2"

2'-0"

2'-9"

EL 18'-6"

107

27'-0"

5'-0"

31'-6"

13'-0"

Guest Bedroom

111

6'-2"

4 1/2"

11'-5"

Bathroom #3 5'-2"

4'-6"

11'-6"

9'-1"

4 1/2"

3'-1"

S.D.

Flush Hearth`

14'-1 1/2"

112

C.M.D.

2'-8"

1'-0"

7'-9 1/2"

Mud Room

5'-0"

161'-10"

2'-10"

9'-7 1/2"

8'-6"

Masonry Fireplace

4'-6"

Patio EL

2'-3"

106

2'-0" 8' CASED OPENING

10'-3"

4 1/2"

15'-0"

4 1/2"

8'-0"

5'-10"

10'-0"

2'-2"

9'-6" 2'-0"

2'-0"

4'-0"

2'-2"

5'-10"

11'-8"

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'-8"

2'-2"

11'-1"

1'-6"

First Floor Plan

60'-5"

1 A-1.2

First Floor Plan 2599 SF Scale: 1/4" = 1'-0"

ISSUANCE

11'-6"

4'-6" 1'-8"

16'-0"

10'-8"

1'-8"

3'-1 1/2"

1 2'-2"

DATE

4'-9"

8' CASED OPENING

REV #

103

101

5'-10"

4'-9"

Foyer

Dining Room

16'-6"

S.D.

7'-6"

102

8'-0"

10'-8 1/2"

C.M.D.

Living Room C.M.D.

UP 4 1/2"

7'-6"

16'-6"

6'-0"

17'-0"

15'-0"

JOB NO 0058 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.2

New Residence

58'-11"

14'-6"

23'-11"

7'-6"

7'-0"

4'-8"

20'-6"

11'-5"

7'-10"

4'-1"

7'-3 1/2"

5'-10 1/2"

5/4" X 6" DECKING OVER 2" X 6" SLEEPERS @ 16 O.C. (60 MIL EPDM ADHERES OVER3/4" SUBFLOOR

3'-3"

20 Gammons Rd Newton, MA

AZEK GUARDRAIL @ 36" ABOVE DECIKNG

OWNER

Roof Deck

1'-0"

Walk In #2

Walk In 207

4 1/2"

6'-8"

9 S.D. C.M.D.

9 11

3'-10 1/2"

11'-0"

4 1/2"

9 2'-7"

Bathroom #4

201

15'-0"

4 1/2"

10'-8 1/2"

EL Bedroom #5

9'-6"

I 4'-9" 6"

4'-6"

OWNERSHIP & USE OF DOCUMENTS

8'-0"

16'-0"

5'-0"

10'-0"

8'-0"

16'-0"

5'-10"

12'-7"

Second Floor Plan

58'-11"

1 A-1.3

ISSUANCE

S.D.

173'-7" I

DATE

202

211

REV #

4'-9"

Bedroom #4

Sitting

S.D. 4 1/2"

10'-3"

203

16'-6"

15'-0"

4 1/2"

8'-4 1/2"

12'-6" 17'-0"

15'-0"

5'-10"

8'-7"

Sink

7'-7"

8'-4 1/2" S.D.

11'-11"

204

7'-0"

DN 16 R @ 7.5"

2'-4 1/2"

3'-11"

8'-3 1/2"

6'-4"

2'-0"

4 1/2"

5'-7"

Laundry

8'-1 1/2"

HANDRAIL @ 34" (TYP)

8'-1 1/2"

201

210

5'-0"

GUARDRAIL @ 36" (TYP)

4 1/2"

5'-6"

L. 9

3'-8"

C.M.D. S.D.

14'-1 1/2"

1/2" TEMPERED GLASS SURROUNDING SHOWER

Hallway

Bathroom #5

8'-4 1/2"

2'-0"

10'-7 1/2"

2'-8"

2'-0"

4 1/2"

5'-3"

4 1/2"

22'-11"

HEATED TOWEL RACK

4 1/2"

L. 6'-10 1/2"

11'-4 1/2"

4 1/2"

4'-6"

4'-3 1/2"

8'-6"

S.D.

3'-3"

4 1/2"

208

S.D.

9'-5"

6'-0"

34'-6"

4 1/2"

14'-0"

7'-0"

5'-0"

4 1/2"

13'-3"

17'-11"

8'-7"

4 1/2"

205

18'-7 1/2"

15'-0"

14'-1 1/2"

Master Bath

8'-4 1/2"

206

3'-6"

4 1/2"

4'-0"

5'-0"

209

4 1/2"

9'-1"

Master Bedroom

53'-6"

1'-0"

Bedroom #3

27'-0"

PITCH ROOF 1/4" / FOOT

45'-0"

9'-6"

8'-6"

25'-0"

Second Floor Plan 2,385 SF

JOB NO

Scale: 1/4" = 1'-0"

0058 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.3

New Residence 20 Gammons Rd Newton, MA

54'-1"

10'-0"

7'-8"

9'-7 1/2"

4'-11 1/2"

3'-9"

3'-10"

7'-8"

10'-5"

3'-10"

OWNER

5'-8"

Bedroom #6 4 1/2"

4 1/2"

9'-10"

Bathroom #6

Mechanical & Storage

303

304 S.D.

13'-4"

S.D.

2'-0" 42'-0"

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

4 1/2"

1'-6 1/2"

33'-0"

S.D.

42'-0"

3'-0 7/8"

2'-11 1/2"

12'-2 1/4"

9'-6 3/4"

5'-0"

18'-0"

302 26'-4 1/2"

4'-5"

8'-2"

8'-10"

4'-5"

4'-8"

7'-0"

4'-8"

305

OPEN TO BELOW

7'-0" HIGH

5'-8"

Mechanical & Storage

8'-8 7/8"

5'-0" KNEE WALL

3'-10 1/2"

Down

21'-6"

301

13'-2 3/4"

Playroom

3'-10 1/2"

C.M.D.

REV #

DATE

ISSUANCE

3'-11 1/8"

2'-3 1/2"

2'-6"

1'-6 1/2"

7'-8"

6'-8"

2'-3 1/2"

5'-0"

18'-4"

54'-1"

1 A-1.4

6'-8"

1'-6 1/2"

OWNERSHIP & USE OF DOCUMENTS

4'-7"

7'-8"

10'-5"

Attic Floor Plan

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

JOB NO 0058 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.4

New Residence 20 Gammons Rd Newton, MA OWNER

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER CERTAINTEED, LIFETIME LANDMARK WOODSCAPE PREMIUM SHINGLES

PITCH ROOF 1/4" / FOOT

REV #

DATE

ISSUANCE

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER CERTAINTEED, LIFETIME LANDMARK WOODSCAPE PREMIUM SHINGLES

1 A-1.5

Scale: 1/4" = 1'-0"

Roof Plan

Roof Plan JOB NO 0058 DATE 11.09.11 DWG BY

CKD BY SCALE 1/4" = 1'-0"

A-1.5

New Residence 22'-0"

3'-0"

20 Gammons Rd Newton, MA 8'-0"

8'-0"

3'-0"

UP 15R @ 8"

OWNER

8.2

10'-0"

2"X4" FRAMING @ 16" O.C.

3'-0" X 6'-8" HI DOOR

16'-0" X 8'-0" HI OVERHEAD DOOR H.D.

H.D. 8'-0"

CONTINUOUS ALUMINUM GUTTERS (PAINTED) 6'-0"

8'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

PAINTED CEDAR SHINGLES (5" TO WEATHER)

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM 6"

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM 1'-6"

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

9'-0"

1'-0"

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

A-1.6

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

Left Side Elevation Scale: 1/4" = 1'-0"

4 A-1.6

First Floor Plan

A-1.5

Front Elevation

Scale: 1/4" = 1'-0"

1'-6"

8.2

8'-3 3/4"

9'-0"

22'-0"

8'-9"

25'-4"

12'-0"

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

26'-0"

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

21'-4"

1'-3"

18'-6"

8'-9"

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

S.D.

DOWN 7'-6" REV #

DATE

ISSUANCE

5' KNEE WALL

2"X4" FRAMING @ 16" O.C.

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

PAINTED CEDAR SHINGLES (5" TO WEATHER)

8'-8 3/8"

9'-4 3/8"

26'-0"

1'-3" 8'-6"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

2"X4" FRAMING @ 16" O.C.

PAINTED CEDAR SHINGLES (5" TO WEATHER) 7'-6" BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

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

8'-3 3/4"

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM 6"

18'-6"

7' CLEARANCE

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

6'-11"

4 A-1.6

Right Side Elevation Scale: 1/4" = 1'-0"

4 A-1.6

Rear Elevation

8'-2"

6'-11"

Garage Plans & Elevations

22'-0"

Scale: 1/4" = 1'-0"

JOB NO 0002

4 A-1.5

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

DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-1.6

New Residence 20 Gammons Rd Newton, MA OWNER

Top of Ridge 193'-7"

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

8.674

4 5/8" CROWN 4'-1 1/8"

12 14

6'-8"

10'-6"

4 5/8" CROWN

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) 183'-1" CONTINUOUS ALUMINUM GUTTERS

4 5/8" CROWN OVER 1" X 10" FRIEZE PAINTED CEDAR SHINGLES (5" TO WEATHER)

5/4" x 8"

6'-11"

9'-6"

30'-3"

CONTINUOUS ALUMINUM GUTTERS 5/4" x 4"

4 5/8" CROWN OVER 1" X 10" FRIEZE PAINTED CEDAR SHINGLES (5" TO WEATHER)

12 6.5

Second Floor

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

173'-7"

10'-3"

PAINTED CEDAR SHINGLES (5" TO WEATHER)

7'-7"

1' X 10' 12" SQUARE COLUMN PAINTED CEDAR SHINGLES (5" TO WEATHER)

Top of Concrete

1'-4"

First Floor 163'-4"

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

1/2" THICK AZEK RAIL AND STILE

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM Average Grade Plane 160'

162'-0"

8'-8"

REV #

DATE

ISSUANCE

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

Basement 153'-4"

12" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE OWNERSHIP & USE OF DOCUMENTS

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

1 A-2.1

Front Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.1

New Residence 20 Gammons Rd Newton, MA OWNER

Top of Ridge 193'-7"

10'-6"

12 14

12 12

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

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

Third Floor (Attic) 183'-1"

CONTINUOUS ALUMINUM GUTTERS

CONTINUOUS ALUMINUM GUTTERS 4 5/8" CROWN OVER 1" X 10" FRIEZE

PAINTED CEDAR SHINGLES (5" TO WEATHER)

9'-6"

30'-3"

4 5/8" CROWN OVER 1" X 10" FRIEZE

Second Floor

PAINTED CEDAR SHINGLES (5" TO WEATHER)

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

AZEK HAINDRAIL SYSTEM. 36" ABOVE FINISHED DECKING.

173'-7" CONTINUOUS ALUMINUM GUTTERS 4 5/8" CROWN OVER 1" X 10" FRIEZE

10'-3"

4 5/8" CROWN OVER 1" X 10" FRIEZE

PAINTED CEDAR SHINGLES (5" TO WEATHER)

Top of Concrete

1'-4"

First Floor 163'-4"

PAINTED CEDAR SHINGLES (5" TO WEATHER) BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

162'-0"

14" CONCRETE SONOTUBE AT 4' BELOW GRADE

8'-8"

REV #

DATE

ISSUANCE

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

FIELD STONE VENEER

Basement 153'-4"

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

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

1 A-2.2

Right Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.2

New Residence 20 Gammons Rd Newton, MA OWNER

BLUESTONE CAP

FIELDSTONE VENEER

Top of Ridge

10'-6"

193'-7"

12 12

6'-8"

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

Third Floor (Attic) 183'-1" CONTINUOUS ALUMINUM GUTTERS 4 5/8" CROWN OVER 1" X 10" FRIEZE

4 5/8" CROWN OVER 1" X 10" FRIEZE

9'-6"

30'-3"

CONTINUOUS ALUMINUM GUTTERS

PAINTED CEDAR SHINGLES (5" TO WEATHER)

Second Floor

PAINTED CEDAR SHINGLES (5" TO WEATHER)

AZEK HAINDRAIL SYSTEM. 36" ABOVE FINISHED DECKING.

BLUESTONE CAP

173'-7"

10'-3"

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

Top of Concrete

1'-4"

First Floor 163'-4"

PAINTED CEDAR SHINGLES (5" TO WEATHER)

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

162'-4" Great Room Floor

162'-0"

14" CONCRETE SONOTUBE AT 4' BELOW GRADE REV #

DATE

ISSUANCE

8'-8"

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

Basement 153'-4" 12" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE NOTE: ALL GRADING SHOWN ON THE ELEVATIONS ARE DIAGRAMATIC. REFER TO SITE PLAN PREPARED BY OTHERS FOR FINAL GRADING

1 A-2.3

Rear Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.3

New Residence 20 Gammons Rd Newton, MA OWNER

Top of Ridge 193'-7" 12 12 10'-6"

12 14 ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

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

Third Floor (Attic) 183'-1" CONTINUOUS ALUMINUM GUTTERS 4 5/8" CROWN OVER 1" X 10" FRIEZE

4 5/8" CROWN OVER 1" X 10" FRIEZE

9'-6"

30'-3"

CONTINUOUS ALUMINUM GUTTERS

PAINTED CEDAR SHINGLES (5" TO WEATHER)

PAINTED CEDAR SHINGLES (5" TO WEATHER) BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

Second Floor 173'-7" BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM 10'-3"

PAINTED CEDAR SHINGLES (5" TO WEATHER)

PAINTED CEDAR SHINGLES (5" TO WEATHER) BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

Top of Concrete

1'-4"

First Floor 163'-4"

BELL CURVED SHINGLE SIDING W/ 3 5/8" AZEK CROWN MOLDING & 1" X 4" AZEK TRIM

162'-0"

8'-8"

REV #

DATE

ISSUANCE

FIELD STONE VENEER

Basement 153'-4"

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

OWNERSHIP & USE OF DOCUMENTS NOTE: ALL GRADING SHOWN ON THE ELEVATIONS ARE DIAGRAMATIC. REFER TO SITE PLAN PREPARED BY OTHERS FOR FINAL GRADING

1 A-2.4

Left Elevation

1/4" = 1'-0"

JOB NO 0002 DATE 11.09.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

A-2.4

New Residence 20 Gammons Rd Newton, MA

60'-5"

14'-6"

23'-5"

4'-0"

10'-6"

10'-9"

10'-3"

1'-6"

7'-0"

OWNER

9'-6"

4'-6"

14" SONOTUBE @ 48" BELOW GRADE

1'-0"

2'-0"

5'-0"

4' OPENING FOR DOOR AND CASING

TOP OF SLAB. @ 153' 4"

BEAM POCKET

6'-2"

5'-5 3/4"

BEAM POCKET

6'-5 3/4"

NOTE: REFER TO MUDSILL DETAIL

6'-0"

18'-2"

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

6'-0"

3 1/2" STEEL LALLY COLUMNS W/ 36" X 36" X 12" FOOTING (TYP)

27'-0"

T.O.W. @ 157' 3 1/2" STEEL LALLY COLUMNS W/ 36" X 36" X 12" FOOTING (TYP)

6'-0"

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

T.O.W. @ 159' 4"

7'-9"

7'-11"

28'-4"

7'-9"

FOUNDATION DROPS 2'-4" (5' FROM TOP OF FOUNDATION) TO 157'

3 1/2" STEEL LALLY COLUMNS W/ 36" X 36" X 12" FOOTING (TYP)

8'-4 1/2"

8'-10"

55'-6"

53'-6"

6'-0"

13'-9 1/2"

6'-8 1/2"

6'-4 1/2"

4'-3"

6'-3 1/2"

9'-1"

10'-6 3/4"

10"

6'-10 1/4"

6'-0"

2'-0"

T.O.W. @ 162'

3 1/2" STEEL LALLY COLUMNS W/ 36" X 36" X 12" FOOTING (TYP)

10'-0"

DROP WALL 18"

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

16'-0"

3'-11"

B.O.F. 48" BELOW GRADE

10"

10'-0"

2'-0"

1'-2" 5'-10"

6'-6"

10" 1'-4"

2'-2"

2'-7"

6'-6"

11'-8"

2'-7"

2'-2"

11'-1"

Foundation Plan

58'-11"

1 S-1.1

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

ISSUANCE

OWNERSHIP & USE OF DOCUMENTS DROP WALL 18"

4'-9"

DATE

BEAM POCKET

4'-0"

5'-10"

BEAM POCKET

REV #

BEAM POCKET

6'-4 1/4"

9'-4 3/4"

6'-5 3/4"

6'-0"

3 1/2" STEEL LALLY COLUMNS W/ 36" X 36" X 12" FOOTING (TYP)

9'-6"

6'-0"

5'-2"

7'-1"

FOUNDATION DROPS 2'-8" TO 159'-4"

JOB NO 0002 DATE 11.11.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.1

New Residence 20 Gammons Rd Newton, MA TOP OF FLOOR IS DROPPED 12" FROM FLOOR JOISTS FOR STEP DOWN GREAT ROOM

(3) 2"x8" BEAM UNDER

OWNER

14" SONOTUBE UNDER

2"x8" PT @ 16" O.C.

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)

Fireplace

(3) 12" LVL HEADER UNDER

(3) 12" LVL UNDER

(2) 12" LVL FLUSH FRAMED

3 1/2" STEEL LALLY COLUMN UNDER

12" BCI 90 SERIES @ 12" O.C. (1) 12" LVL FLUSH RIM JOIST

(2) 12" LVL FLUSH FRAMED

(3) 12" LVL UNDER

12" BCI 90 SERIES @ 12" O.C.

3 1/2" STEEL LALLY COLUMN UNDER

(3) 12" LVL FLUSH WITH LOWER FLOOR 12" BCI 60 SERIES @ 16" O.C.

(3) 12" LVL UNDER

3 1/2" STEEL LALLY COLUMN UNDER (3) 12" LVL UNDER

(3) 12" LVL UNDER

12" BCI 60 SERIES @ 16" O.C.

(3) 12" LVL UNDER

3 1/2" STEEL LALLY COLUMN UNDER

(3) 12" LVL UNDER

(2) 2" X 10" HEADER UNDER

(3) 12" LVL HEADER UNDER

(2) 12" LVL FLUSH FRAMED

12" BCI 60 SERIES @ 16" O.C.

CONTINUOUS RIM JOIST REV #

DATE

ISSUANCE

12" BCI 60 SERIES @ 16" O.C.

(3) 12" LVL HEADER UNDER OWNERSHIP & USE OF DOCUMENTS (3) 12" LVL HEADER UNDER

1 S-1.2

First Floor Framing

1/4" = 1'-0"

JOB NO 0002 DATE 11.11.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.2

New Residence 20 Gammons Rd Newton, MA (3) 8" LVL BEAM UNDER

(3) 8" LVL BEAM UNDER

OWNER

2"x8" PT @ 16" O.C.

2"x8" PT Ledger

(3) 12" LVL HEADER UNDER

(3) 12" LVL UNDER

12" BCI 90 SERIES @ 12" O.C.

2" X 8" RAFTERS (3) 12" LVL HEADER UNDER

BEARING WALL UNDER

(3) 12" LVL HEADER UNDER

(2) 12" LVL UNDER

CONTINUOUS RIM JOIST (3) 12" LVL FLUSH FRAMED (3) 12" LVL FLUSH FRAMED BEARING WALL UNDER

BEARING WALL UNDER

(3) 12" LVL FLUSH FRAMED

12" BCI 60 SERIES @ 16" O.C.

(3) 12" LVL FLUSH FRAMED

BEARING WALL UNDER

2" X 12" RIDGE

2" X 8" RAFTERS

(3) 12" LVL UNDER

(2) 12" LVL UNDER

(2) 12" LVL FLUSH FRAMED

(3) 12" LVL HEADER UNDER 2" X 8" RAFTERS

12" BCI 60 SERIES @ 16" O.C.

REV #

DATE

ISSUANCE

(3) 12" LVL HEADER UNDER

2" X 6" CEILING JOISTS UNDER

(3) 12" LVL HEADER UNDER

2" X 8" RAFTERS OWNERSHIP & USE OF DOCUMENTS

2" X 6" CEILING JOISTS UNDER

2" X 8" RAFTERS

2" X 12" RIDGE

1 S-1.3

Second Floor Framing

1/4" = 1'-0"

JOB NO 0002 DATE 11.11.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.3

New Residence 20 Gammons Rd Newton, MA OWNER

BOTTOM OF LVL TO BE FLUSH WITH BOTTOM OF JOIST 6" X 6" PSL UNDER (3) 12" LVL UNDER

6" X 6" PSL UP

BEARING WALL UNDER

(3) 12" LVL FLUSH FRAMED

6" X 6" PSL UP

(3) 12" LVL UNDER

REV # (3) 12" LVL FLUSH FRAMED BEARING WALL UNDER

BEARING WALL UNDER

6" X 6" PSL UP

6" X 6" PSL UNDER

(3) 16" LVL FLUSH FRAMED ALIGN TO BOTTOM

(3) 12" LVL FLUSH FRAMED

6" X 6" PSL UP / 4" X 6" PSL DOWN

(3) 12" LVL HEADER UNDER

12" BCI 90 SERIES @ 12" O.C.

(3) 12" LVL HEADER UNDER

6" X 6" PSL UNDER

6" X 6" PSL UP

(3) 12" LVL FLUSH FRAMED

CONTINUOUS RIM JOIST

6" X 6" PSL UP

4" X 6" PSL DOWN BEARING WALL UNDER

4" X 6" PSL DOWN

12" BCI 90 SERIES @ 12" O.C.

BEARING WALL UNDER

(3) 14" LVL FLUSH FRAMED

BEARING WALL UNDER

(3) 12" LVL HEADER UNDER

6" X 6" PSL UP

(4) 12" LVL FLUSH FRAMED

(3) 12" LVL HEADER UNDER

DATE

ISSUANCE

(3) 12" LVL HEADER UNDER

OWNERSHIP & USE OF DOCUMENTS (3) 12" LVL HEADER UNDER

(3) 12" LVL HEADER UNDER

Attic Floor Framing 1 S-1.4

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

JOB NO 0002 DATE 11.11.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.4

New Residence 20 Gammons Rd Newton, 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

OVERLAY CRICKET

(2) 10" LVL (3) 12" LVL HEADER UNDER

(3) 12" LVL HEADER UNDER (2) 14" LVL

(3) 14" LVL

(2) 10" LVL

(3) 12" LVL HEADER UNDER

(2) 14" LVL

(2) 12" LVL

(2) 14" LVL

6" X 6" PSL UNDER

(2) 14" LVL

6" X 6" PSL UNDER

(2) 14" LVL

6" X 6" PSL UNDER

(2) 16" LVL

6" X 6" PSL UNDER

(3) 14" LVL

(2) 14" LVL

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

(2) 14" LVL

(2) 14" LVL (2) 14" LVL

(3) 14" LVL

(2) 16" LVL

6" X 6" PSL UNDER

(2) 14" LVL

6" X 6" PSL UNDER

(2) 14" LVL

(2) 12" LVL

(2) 14" LVL

6" X 6" PSL UNDER

REV #

(2) 14" LVL

DATE

ISSUANCE

(3) 14" LVL (3) 14" LVL (2) 14" LVL

(2) 14" LVL

OWNERSHIP & USE OF DOCUMENTS

(2) 14" LVL

Roof Framing 1 S-1.5

Roof Framing

JOB NO

1/4" = 1'-0"

0002 DATE 11.11.11 DWG BY

CKD BY

MLM

SCALE 1/4" = 1'-0"

S-1.5