Gammons Drawing Set

New Residence20 GAMMONS ROAD

NEWTON, MANovember 11, 2011

T-1.1 Title Sheet

A-1.1 Basement PlanA-1.2 First Floor PlanA-1.3 Second Floor Plan

A-2.1 Front ElevationA-2.2 Right Side ElevationA-2.3 Rear ElevationA-2.4 Left Side Elevation

A-3.1 Finish, Door & Window Schedules & SpecificationsA-3.2 Wall Sections

S-1.1 Foundation PlanS-1.2 First Floor Framing PlanS-1.3 Second Floor Framing PlanS-1.4 Attic Floor Framing Plan

Title Sheet

GRAPHIC SYMBOLS ABBREVIATIONS

GENERAL NOTES CODE

BLOCKING

CONCRETE

BATT INSULATION

GRAVEL

DRYWALL

FEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFFE FINISHED FLOOR ELEVATIONFIN FINISHFFL FLUORESENT LIGHTINGFOF FACE OF FINISHFOC FACE OF CONCRETEFOS FACE OF STUDFRT FIRE RETARDANT TREATED

GC GENERAL CONTRACTORGL GLASS OR GLAZINGGWB GYPSUM WALL BOARD

HC HOLLOW COREHDWR HARDWAREHM HOLLOW METALHOR HORIZONTALHT HEIGHT HVAC HEATING, VENT, A/CHWH HOT WATER HEATER

BLDG BUILDING

CH CEILING HEIGHTCL CENTER LINECLR CLEARCOL COLUMNCONC CONCRETECONT CONTINUOUSCPT CARPETCT CERAMIC TILE

DIM DIMENSIONDWG(S) DRAWING(S)

EA EACHEIFS EXT INSUL. FINISH SYSTEMELEC ELECTRICALELEV ELEVATIONEQ EQUALEWC ELECTRICAL WATER COOLEREXT

EXTERIOR

FIRE CODE / FIRE COREFD FLOOR DRAIN

INSUL INSULATIONINT INTERIOR

L LENGTHLAV LAVATORYLH LEFT HAND(ED)

MAX MAXIMUM

MECH MECHANICALMFR MANUFACTURERMD MEDIUM DENSITYMIN MINIMUMMO MASONARY OPENINGMTL METAL

NIC NOT IN CONTRACTNL NIGHT LIGHTNOM NOMINALNTS NOT TO SCALE

OC ON CENTER OD OUTSIDE DIAMETEROH OPPOSITE HANDED

P LAM PLASTIC LAMINATEPLYWD PLYWOODPT PRESSURE TREATEDPR PAIRPT PAINTED

QT QUARRY TILE

R RISERRAD RADIUS REQ REQUIREDREF REFERENCEREV REVISION(S)RH RIGHT HAND(ED)RO ROUGH OPENINGRTU ROOF TOP UNIT

SA SOUND ATTENTION BATTS SD SMOKE DETECTORSSIM SIMILARSPEC SPECIFICATIONSQ SQUARESQ FT SQUARE FEETSS STAINLESS STEELSTL STEELSTN STAINSV SHEET VINYL

T TREADTHK THICKNESSTP TOILET PAPER DISPENSERTYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILEVIF VERIFY IN FIELDVTR VENT THROUGH ROOF

W/ WITHWC WATER CLOSETWD WOOD

X-REF CROSS REFERENCE

MATERIAL SYMBOLS

@ ATAFF ABOVE FINISH FLOORATTEN ATTENUATING

GOVERNMENT BUILDING CODE

THE MASSACHUSETTS BUILDING CODE, 8TH EDITION

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 McKayArchitects of any discrepancies

DWG BY

JOB NO

CKD BY MLM

REV # DATE ISSUANCE

OWNERSHIP & USE OF DOCUMENTS

MASSACHUSETTS STATE BUILDING CODE 8TH EDITION- BUILDING PLANS ON SITE AT REASONABLE TIMES (5111.11)

- BUILDING PERMIT ON SITE PROMINENTLY DISPLAYED (5111.14)

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

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

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

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

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

- STAIRWAY MAXIMUM RISE 8 1/4" MINIMUM RUN 9" (5311.5.3.1) OPEN RISERS AREPERMITED 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.

- 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).

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

- SAFETY GLAZING INGRESS & EGRESS DOORS REQUIRED & WITHIN 24 INCHES OFDOORS. (5308.4.6) OTHER NEW HAZARDOUS LOCATIONS: STAIRWAYS, RAMPS,LANDINGS, ETC. (5308.4)

- BATHROOM VENTILATION REQUIRED & VENTED DIRECT TO OUTSIDE (5303.3)

- ATTIC ACCESS REQUIRED MINIMUM 22" X 30" FOR 30 SQ. FT.+ AND HEIGHT OF30"+ (5807.1)

- SOLID BLOCKING REQUIRED IN WALL AT FLOOR LINE, POINTS OF CANTILEVERAND OVER BEARING BEAM (5502.7 & 5502.7.1)

- VENTILATION AREA: THE MINIMUM OPENABLE AREA TO THE OUTDOORSSHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. (5303.1)

NewResidence

20 Gammons Rd.Newton, MA

11.11.11

BUILDING CROSS SECTION

DOOR NUMBER

ROOM NUMBER

WINDOW NUMBER

ELEVATION DESIGNATION

SECTION REFERENCE

NEW DOOR TO BE INSTALLED

EXISTING DOOR TO REMAIN

5A-3.3

3A-3.1 NEW CONSTRUCTION

EXISTING CONSTRUCTION

PARTITION TYPE

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.

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.

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.

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

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.

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.

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

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.

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.

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

15. ALL DATA OUTLETS MUST BE ON A DEDICATED, ISOLATED CIRCUIT.

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.

Zoning CodeCompliance

DWG BY

JOB NO

CKD BY MLM

1/8" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

20Gammons RdNewton, MA

First Floor PlanScale: 1/8" = 1'-0"

1ST FLOOR FAR = 2,599 SF

Second Floor PlanScale: 1/8" = 1'-0"

Basement PlanScale: 1/8" = 1'-0"

Attic Floor PlanScale: 1/8" = 1'-0"

FINISHED BASEMENT = 1,870 SF

FINISHED ATTIC = 844 SF2ND FLOOR FAR = 2,385 SF

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

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

Garage Attic PlanScale: 1/8" = 1'-0"

FIRST FLOOR = 562 SF

ATTIC (ABOVE 7') = 79 SF

GARAGE: HALF STORY562(.66) = 371 ALLOWED

TheaterExercise

Mech /Storage Playroom

Lower FamilyRoom

Bathroom

C.M.D.

Lower Foyer001

004 005 006

STAIR008

BasementPlan

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

16'-0" 10'-0" 1'-2" 11'-8" 2'-2" 11'-1"

14'-6"

8'-6" 7'-0" 7'-11"

10'-9"23'-5" 10'-3" 1'-6"

4 1/2" 23'-0 1/2" 4 1/2" 19'-2" 4"

14'-1 1/2"6"

'-11"53

60'-5"

58'-11"

5'-10" 4'-8"

1'-0"1'-0"

6"10" 9'-4" 4 1/2" 16'-6 1/2" 30'-0"

4 1/2" 10'-0" 4 1/2" 14'-3 1/2"

3'-10 1/2"

6'-8" 18'-8 1/2"

8'-1"10" 10'-3"

5'-10"

153'-4"

14'-7 1/2"

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

DWG BY

JOB NO

CKD BY

1/4" = 1'-0"

REV # DATE ISSUANCE

10.10.11

NewResidence

20 Gammons RdNewton, MA

23'-5"

GreatRoom

Pantry

Kitchen

Bathroom #3Flush Hearth`

C.M.D.

MasonryFireplace

Down Down

101102

105104

Bath-room

Bathroom #1

Mud Room112

FirstFloor Plan

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

10'-9" 10'-3"

14'-6"

1'-6"11'-1"2'-2"11'-8"2'-2"10'-0"16'-0"

58'-11"

5'-10"

"14'-1 1/2" 4 1/2" 6"

15'-0" 10'-8 1/2"4 1/2" 6"

60'-5"

1'-8" 1'-8"

7'-0" 7'-11"

6'-4 1/2"

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

4 1/2" 7'-10 1/2"

4 1/2"10'-3"4 1/2"15'-0"

10'-8"2'-2" 2'-2"

1'-9"6'-5"

8'-8"6'-5"

4 1/2" 9'-10 1/2"

4'-1 1/2"

11'-6" 11'-5"

7'-0"7'-6"

12'-10"

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

8'-0" 8'-0" 5'-10"5'-10"

8' CASEDOPENING

5/4" X 6"DECKING

8' CASEDOPENING

4 1/2" 163'-4"

162'-4"

161'-10"

ELPatio

GuestBedroom

LivingRoom

Pantry /Office

DiningRoomFoyer

Hallway

DWG BY

JOB NO

CKD BY

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

Bedroom #4 Bedroom #5

Bedroom #3 MasterBedroom

RoofDeck

DN 16 R@ 7.5"

Hallway

HANDRAIL@ 34" (TYP)

211 202

C.M.D.

Sitting

Walk In Walk In#2

MasterBath

Laundry

Bathroom #5

Bathroom #4203

HEATED TOWEL RACK

PITCH ROOF1/4" / FOOT

GUARDRAIL@ 36" (TYP)

AZEK GUARDRAIL@ 36" ABOVE DECIKNG

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

1/2" TEMPEREDGLASS SURROUNDINGSHOWER

SecondFloor Plan

Second Floor Plan 2,385 SFScale: 1/4" = 1'-0"

10'-0"16'-0"

14'-6" 23'-11" 20'-6"

25'-0"

58'-11"

5'-10"

14'-1 1/2" 4 1/2" 17'-11" 4 1/2" 7'-0" 4 1/2" 6'-0" 4 1/2" 11'-4 1/2"

15'-0" 4 1/2" 4 1/2" 15'-0" 4 1/2" 10'-8 1/2" 6"

10'-3"

14'-1 1/2" 4"

11'-0"

8'-4 1/2"

3'-10 1/2"

8'-4 1/2"22'-11"4 1/2"4'-6"

2'-0"6'-10 1/2"

16'-0" 12'-7"

5'-10"8'-0"5'-0"8'-0"

7'-6" 7'-0" 4'-8" 11'-5" 7'-10" 4'-1" 7'-3 1/2" 5'-10 1/2" 3'-3"

3'-3"5'-6"

173'-7"

6'-4" 3'-11"

DWG BY

JOB NO

CKD BY

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

AtticFloor Plan

Attic Floor PlanScale: 1/4" = 1'-0"

Bedroom #6

C.M.D.

Playroom Down

S.D. S.D.

5'-0" KNEEWALL

7'-0" HIGH

1'-6 1/2" 4'-7"3'

1'-6 1/2"

10'-5"

10'-0" 7'-8" 9'-7 1/2" 4'-11 1/2" 7'-8"

18'-4"

1'-6 1/2"

3'-10" 3'-10"

54'-1"

2'-3 1/2"

7'-8" 7'-8"

2'-3 1/2"

6'-8" 6'-8"5'-0"

54'-1"

Mechanical & Storage

Bathroom#6

4 1/2"5'-0"4 1/2"26'-4 1/2"

10'-5"

OPEN TOBELOW

Mechanical & Storage

4" 7'-0" 4"

9'-6 3/4"

33'-0"

DWG BY

JOB NO

CKD BY

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

Roof Plan

Roof PlanScale: 1/4" = 1'-0"1

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPERCERTAINTEED, LIFETIMELANDMARK WOODSCAPEPREMIUM SHINGLES

PITCH ROOF1/4" / FOOT

DWG BY

JOB NO

CKD BY

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

UP 15R@ 8"

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

@ 16" O.C.3'-0" X 6'-8" HIDOOR

4" 21'-4"

22'-0"

1'-0"1'-6" 9'-0" 1'-6"9'-0"

16'-0" X 8'-0" HIOVERHEAD DOOR

22'-0"

H.D. H.D.

Garage Plans &Elevations

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

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

@ 16" O.C.

Left Side ElevationScale: 1/4" = 1'-0"

Right Side ElevationScale: 1/4" = 1'-0"

Front ElevationScale: 1/4" = 1'-0"

Rear ElevationScale: 1/4" = 1'-0"

S.D.DOWN

7' CLEARANCE

5' KNEE WALL

6'-11" 8'-2" 6'-11"

22'-0"

CONTINUOUS ALUMINUMGUTTERS (PAINTED)

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

PAINTED CEDARSHINGLES (5" TOWEATHER)

12" CONC. FOUNDATIONWALL W/ 12" X 24"CONC. FOOTING MIN.4'-0" BELOW FINISHGRADE

First Floor PlanScale: 1/4" = 1'-0"

Second Floor PlanScale: 1/4" = 1'-0"

BELL CURVED SHINGLESIDING W/ 3 5/8" AZEK CROWNMOLDING & 1" X 4" AZEK TRIM

FrontElevation

Front Elevation1/4" = 1'-0"

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

Second Floor

173'-7"

First Floor

163'-4"

Basement

153'-4"

Third Floor (Attic)

183'-1"

Top of Ridge

193'-7"

Top of Concrete

162'-0"

Average Grade Plane160'

CONTINUOUS ALUMINUMGUTTERS

8.67412

4'-1 1/8"

4 5/8" CROWN4 5/8" CROWN 4 5/8" CROWN

12" SQUARE COLUMN

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

4 5/8" CROWN OVER 1" X10" FRIEZE

1' X 10'

5/4" x 8" 5/4" x 4"

1/2" THICK AZEK RAIL AND STILE

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

Top of Concrete

162'-0"

RightElevation

Right Elevation1/4" = 1'-0"

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

Basement

153'-4"

Second Floor

173'-7"

First Floor

163'-4"

Third Floor (Attic)

183'-1"

Top of Ridge

193'-7"

FIELD STONE VENEER

AZEK HAINDRAIL SYSTEM.36" ABOVE FINISHED DECKING.

14" CONCRETESONOTUBE AT4' BELOW GRADE

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

RearElevation

Rear Elevation1/4" = 1'-0"

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

Third Floor (Attic)

183'-1"

Top of Ridge

193'-7"

AZEK HAINDRAIL SYSTEM.36" ABOVE FINISHED DECKING.

First Floor

163'-4"Top of Concrete

162'-0"

Second Floor

173'-7"

Basement

153'-4"

14" CONCRETESONOTUBE AT4' BELOW GRADE

FIELDSTONE VENEER

BLUESTONE CAP

Great Room Floor

162'-4"

LeftElevation

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.09.11

NewResidence

Left Elevation1/4" = 1'-0"

First Floor

163'-4"

Basement

153'-4"

Second Floor

173'-7"

Top of Ridge

193'-7"

Third Floor (Attic)

183'-1"CONTINUOUS ALUMINUMGUTTERS

Top of Concrete

162'-0"

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

FIELD STONE VENEER

FoundationPlan

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.11.11

NewResidence

16'-0"

10'-0"

11'-8" 2'-2" 11'-1"

5'-10"

10'-9"23'-5" 10'-3" 1'-6"

BEAM POCKET

4" SLAB-ON-GRADEOVER 6 MIL POLY

VAPOR BARRIER &8" COMPACTED

GRAVEL

3 1/2" STEELLALLY COLUMNSW/ 36" X 36" X 12"FOOTING (TYP)

BEAM POCKETBEAM POCKET

BEAM POCKET

4" SLAB-ON-GRADEOVER 6 MIL POLY

VAPOR BARRIER &8" COMPACTED

GRAVEL

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

Foundation Plan1/4" = 1'-0"

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

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

FOUNDATION)TO 157'

14'-6"

4'-0"10'-6"

60'-5"

58'-11"

7'-9" 7'-9" 7'-11"

6'-8 1/2"

NOTE: REFER TO MUDSILL DETAIL

13'-9 1/2"

4' OPENING FORDOOR AND CASING

4'-9" 3'-11"6'-6" 1'-4" 2'-7" 6'-6" 2'-7"

10" 10"

2'-2"10'-0"

B.O.F. 48" BELOW GRADE

DROP WALL 18"

14" SONOTUBE @ 48" BELOW GRADE

6'-4 1/2" 4'-3" 6'-3 1/2" 9'-1" 10'-6 3/4" 10"

T.O.W. @ 162'

T.O.W. @ 159' 4"

T.O.W. @ 157'

TOP OF SLAB. @ 153' 4"

First FloorFraming

First Floor Framing1/4" = 1'-0"

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.11.11

NewResidence

(3) 12" LVL FLUSHWITH LOWER FLOOR

3 1/2" STEELLALLY COLUMNUNDER

12" BCI60 SERIES@ 16" O.C.

R (3) 1

(2) 12" LVL FLUSH FRAMED

Fireplace

TOP OF FLOOR IS DROPPED 12" FROM FLOOR JOISTS FOR STEP DOWN GREAT ROOM

3 1/2" STEELLALLY COLUMN

(3) 12" LVL HEADER 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)

(3) 2"x8" BEAM UNDER

14" SONOTUBE UNDER

CONTINUOUS RIM JOIST

(3) 12" LVL UNDER

(3) 12" LVL UNDER (3) 1

(3) 12" LVL UNDER

(2) 12" LVL UNDER

Second FloorFraming

Second Floor Framing1/4" = 1'-0"

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.11.11

NewResidence

(2) 12" LVL UNDER

R (3) 1

BEARING WALL UNDER

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

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

(3) 8" LVL BEAM UNDER

2" X 6" CEILING JOISTS UNDER

2" X 8" RAFTERS

2" X 12" RIDGE

2" X 6" CEILING JOISTS UNDER

2" X 8" RAFTERS

2" X 12" RIDGE

2" X 8" RAFTERS

2"x8" PT Ledger

2" X 8" RAFTERS

Attic FloorFraming

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.11.11

NewResidence

BEARING WALL UNDER

(3) 12" LVL UNDER

Attic Floor Framing1/4" = 1'-0"

(3) 16" LVL FLUSH FRAMEDALIGN TO BOTTOM

6" X 6" PSL UNDER

6" X 6" PSL UNDER6" X 6" PSL

6" X 6" PSLUP

6" X 6" PSL UP

6" X 6" PSLUP

6" X 6" PSL UP

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

6" X 6" PSL UP

BOTTOM OF LVL TO BE FLUSH WITH BOTTOM OF JOIST

BEARING WALL UNDER

4" X 6" PSLDOWN4" X 6" PSL

Roof Framing

DWG BY

JOB NO

CKD BY MLM

1/4" = 1'-0"

REV # DATE ISSUANCE

11.11.11

NewResidence

(2) 14" LVL

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

(2) 14" LVL

(2) 10" LVL

Roof Framing1/4" = 1'-0"

(2) 14" LVL

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

(3) 14" LVL

(2) 14" LVL

(2) 16" LVL

(3) 14" LVL

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

(3) 14" LVL

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

6" X 6" PSLUNDER

OVERLAY CRICKET

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

R6" X 6" PSLUNDER

6" X 6" PSLUNDER

NOTE:ALL ROOF RAFTERS

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

Gammons Drawing Set

Documents

Mineralogy Geochemistry of Slag Gammons

11x17 Drawing Set - with Stamp and revised cover (1)

How to Set Up Your Drawing(2)

Architectural Drawing Set PART B 36 AMERICA’S CUP: … · Architectural Drawing Set PART B 36 AMERICA’S CUP: WYNYARD HOBSON 13 April 2018 Moller Architects ® Suite 601 Ironbank,

2180 sturt marketing drawing set

GE Healthcare Drawing Index/media/downloads/us/support/site... · 2016. 12. 8. · Drawing Index A mandatory component of this drawing set is the GE Healthcare Pre Installation manual

Drawing Set

2352 tasman marketing drawing set

2046 wentworth marketing drawing set

Park Bench - Surface Mount - No Back - Drawing Set

Drawing set for Chapter 7 - Road Layout and Geometric Design · Drawing set for Chapter 7 - Road Layout and Geometric Design. Drawing set for Chapter 7 - Road Layout and Geometric

Landscape Architectural Drawing Set

This is a perspective drawing of a set. A perspective drawing is … · 2019. 11. 10. · This is a perspective drawing of a set. A perspective drawing is not drawn to scale. It is

Virginia Tech M.Arch II Fall 2012 Drawing Set

Chowringee-FacadeTender Drawing set ( 46 - 59 ) _ 27th Aug 2015.pdf

Nijmegen Villa- Construction Drawing Set

ROAMING THE GAMMONS - grantdixonphotography.com.au

ENGINEERING DRAWING - PC ITI · ENGINEERING DRAWING 1. Set squares are used to draw different angles. What is the angel ‘a’ formed by the 45⁰ set square? Give a brief answer

Architectural Drawing Set PART A 36 AMERICA’S CUP: … · Architectural Drawing Set PART A 36 AMERICA’S CUP: WYNYARD HOBSON 13 April 2018 Moller Architects ® Suite 601 Ironbank,

Jspl 220tp20 -5 Set Post Drawing