ROCKWOOD DESIGN, INC. MARSHFIELD, MA 02050 Phone: (781

DESIGNER:

ROCKWOOD DESIGN, INC.

92 GRANDVIEW AVENUE

MARSHFIELD, MA 02050

Phone: (781)-837-4888

Fax: (781)-834-0372Email: [email protected]

Website: www.rockwooddesign.com

COPYRIGHT 2014 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC.C

OWNER:

STRUCTURALENGINEER:

RAFTERY RESIDENCE54 DEDHAM STREET

HYDE PARK, MA 02136

PER

MIT

SET: 5/2

8/2

014

54 DEDHAM STREET

HYDE PARK, MA 02136

(781)-389-0135

[email protected]

DAVID RAFTERY

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

LOCUS MAP

STRUCTURAL ENGINEERING BY OTHERS.

DENOTES PROPOSEDFOUNDATION WALL ATOP FOOTING

FOUNDATION NOTES/LEGEND:

1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"BOOKLET NO. 14-___ BY _________ ENGINEERING, llcDATED APRIL/__/2014 FOR ADDITIONAL NOTES AND DETAILS

2) ALL NEW FOUNDATION WALLS SHALL BE DAMP PROOFEDWITH A BITUMINOUS COATING.

3) 6 SQ. FT. OF VENTILATION REQUIRED FOR EVERY1,500 SQ. FT. OF BASEMENT AREA.

4) OPENING FOR UNDER-FLOOR VENTILATION:1 SQ. FT, OPENING/150 SQ. FT. OF CRAWL SPACE AREA

POST UP:SEE FRAMING PLANOF FLOOR ABOVE

FOR TYPE AND SIZE

LAMINATED POST

DOUGLAS FIR

POST SIZE

4x4 DF POST

FRAMING NOTES/LEGEND:

1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS" BOOKLET NO. 14-___ BY _________ ENGINEERING, LLC DATED APRIL/__/2014 FOR ADDITIONAL NOTES AND DETAILS

2) ALL FRAMING MEMBERS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND THE COMMONWEALTH OF MASSACHUSETTS 780 CMR

POST UP

LAM

WINDOW SCHEDULEQUANTITY ID LETTER MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS

COMMENTSROUGH OPENINGTYPEMODELMANUFACT.ID LETTERQUANTITY

EXTERIOR DOOR SCHEDULE

FOUNDATION & CONCRETE NOTES:

1. SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF TWO TONS PER SQUARE FOOT.

2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN TWO TONS PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND

REPLACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE ENGINEER/ARCHITECT.

3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF SUBSURFACE CONDITIONS.

4. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND.

5. FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.

6. BACKFILL UNDER ANT PORTION OF THE FOOTINGS AND SLABS SHALL BE COMPACTED IN 6" LIFTS OF 95% COMPACTED GRAVEL AS APPROVED BY THE ENGINEER.

7. DO NOT BACKFILL EXTERIOR WALLS UNTIL PERMANENT STRUCTURAL SUPPORTS (FRAMED FLOORS AND SLABS) ARE IN PLACE. BRACE ALL WALLS AND GRADE BEAMS DURING BACKFILLING.

8. CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".

9. CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS AND 3,500 P.S.I. FOR SLABS, WITH A SLUMP OF NO MORE THEN 4" AND AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION FOR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I.

10. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60.

11. ALL CONCRETE SLABS ON THE GROUND SHALL BE REINFORCED WITH 6x6-10/10 (MIN.) WELDED WIRE FABRIC PLACED AT MID-DEPTH, OR AS OTHERWISE SHOWN ON THE DRAWINGS WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A.S.T.M. A185, AND SHALL LAP 6" MINIMUM OR ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER. PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED WIRE FABRIC.

12. WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS OTHERWISE SHOWN.

13. NOTIFY BUILDING DEPARTMENT FOR INSPECTION OF COMPLETED INSTALLATION OF REINFORCEMENT AT LEAST 24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CONCRETE.

14. PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS SHOULD HAVE A VERTICAL 2"x4" KEY WITH

CONTINUOUS REINFORCING (40 BAR DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT.

15. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE AMERICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS.

16. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A DEPTH ONEHALF INCH NOT-TO-EXCEED 10 FEET BY 10 FEET.

17. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE, OTHER THAN FROST WALLS.

FRAMING NOTES:

1. ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO. 2 OR S.P.F. (SPRUCE-PINE-FIR) GRADE NO. 2 OR

APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN

FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1050 P.S.I. THE

MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 450 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF

ELASTICITY (E) SHALL BE 1,400,000 P.S.I. OTHER FRAMING MATERIAL FOR INTERIOR NON-LOAD BEARING STUDS MAY BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER.

2. ALL PRESSURE TREATED (CCA TREATED) DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE

GRADE NO. 2.. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1,050 P.S.I. THE MINIMUM ALLOWABLE

COMPRESSION STRESS (Fc) SHALL BE 565 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,600,000 P.S.I.

3. ALL LVLs TO BE MANUFACTURED BY TRUS JOIST, GEORGIA PACIFIC OR APPROVED EQUAL. THE MINIMUM

ALLOWABLE BENDING STRESS (Fb) SHALL BE 2,900 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc)

PERPENDICULAR TO THE GRAIN SHALL BE 750 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL

BE 2,000,000 P.S.I. ALL PARALAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED (CCA

TREATED). INSTALL MICROLAMS AND PARALAMS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

4. USE 3/4" TONGUE AND GROVE STRUCTURAL GRADE FIT PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR

STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING AND 1/2" EXTERIOR STRUCTURAL GRADE FIR

(C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LIMBER OR OTHER APPROVED SUPPORTS.

5. ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2x4 MINIMUM @ 16" O.C. UNLESS NOTED OTHERWISE.

6. PROVIDE ADEQUATE WALL RESISTANCE TO RAKING BY DIAGONAL CORNER WIND BRACING ANCHORED TO SILL PLATES.

7. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION.

8. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON OR EQUAL), JOIST OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.

9. FOR NONBEARING ROUGH WINDOW OPENINGS AND INTERIOR DOOR OPENINGS UP TO 3 FEET, USE 2-2x6 HEADER BEAMS. FROM 3 FEET TO 5 FEET, USE 2-2x8 HEADER BEAMS AND FROM 5 FEET TO 7 FEET, USE 2-2x10 HEADER BEAMS AND USE LVLs FOR SPANS EXCEEDING 7 FEET, EXCEPT AS NOTED OTHERWISE ON THE PLANS ORSPECIFICATIONS. USE TRIPLES FOR 2x6 WALLS. IF LVLs ARE SPECIFIED ON THE PLANS, PROVIDE DOUBLE JACK STUD SUPPORTS OR AS OTHERWISE SPECIFIED ON THE PLAN.

10. ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE REQUIREMENTS AND GENERAL FRAMING PRACTICE AS DETAILED IN THE "ARCHITECTURAL GRAPHICS STANDARDS", BY RAMSEY

& SLEEPER.

11. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING

AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.

12. ALL WALL STUDS TO ALIGN WITH FLOOR JOISTS AND ROOF RAFTERS.

13. THE CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR WALLS.

14. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BR FULLY SPIKED

TOGETHER WITH 2-10D NAILS AT 8" O.C. AND LVLs WITH 2-16D NAILS (TOP AND BOTTOM) AT 8" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER.

15. ALL NAILS, FASTENERS AND CONCRETE EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED

16. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

GENERAL NOTES:

1. GENERAL CONTRACTOR TO CONFORM TO ALL LOCAL AND STATE BUILDING CODE REQUIREMENTS.

2. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

3. THE ENGINEER IS RESPONSIBLE ONLY FOR INFORMATION SHOWN ON THE CERTIFIED ENGINEER'S DRAWINGS. THE DESIGN AND LAYOUT OF ALL OTHER INFORMATION IS THE RESPONSIBILITY OF OTHERS AND MUST CONFORM TOTHE MASSACHUSETTS BUILDING CODE REQUIREMENTS. REFER TO STRUCTURAL ENGINEERING BY OTHERS FOR CERTIFIED BEAM CALCULATIONS AND CERTIFIED WIND DESIGN DETAILS.

4. ALL HEATING, PIPING, INSULATION, ELECTRICAL, FIREPROOFING AND OTHER REQUIREMENTS ARE THE RESPONSIBILITIES OF OTHERS.

5. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATIONS OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN.

STRUCTURAL STEEL NOTES:

1. ALL STEEL BEAMS SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. - GRADE 50. ALL CAP AND BASE PLATES AND OTHER MISCELLANEOUS STEEL MAY BE A.S.T.M. GRADE A36.

2. ALL SCHEDULE 40 PIPE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. SPECIFICATION A53, TYPE "E" OR "S", GRADE "B", WITH A MINIMUM YIELD STRESS OF 35 K.S.I..

3. ALL SHOP AND FIELD WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE A.W.S. CODE FOR BUILDINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. USE EXX 70 ELECTRODES.

4. NO PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED. PROVIDE TEMPORARY BRACING AS REQUIRED.

5. STEEL FABRICATOR IS RESPONSIBLE FOR FINAL LENGTHS, CONNECTION DETAILS AND DESIGN IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S.C. DETAILING MANUAL. SUBMIT SHOP DRAWINGS WITH ALL DETAILS TO THE GENERAL CONTRACTOR PRIOR TO FABRICATION.

6. USE 1/2" MINIMUM CAP PLATE AND BASE PLATES (6X6 MINIMUM) FULLY WELDED ALL AROUND AT COLUMNS WITH 3/16" FILLET WELD, OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. ALL STEEL COLUMN EXTERIOR BASE PLATE SHALL BE BOLTED TO THE CONCRETE FOUNDATIONS WITH 4-5/8" DIAMETER ANCHOR BOLTS.

7. ALL STEEL SHALL HAVE TWO COATS OF RUST-INHIBITOR PRIMER PAINT. TOUCH UP ALL WELDS, SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION.

8. STEEL BEAM MAY BE SPLICED AT STEEL COLUMN CAP PLATE WITH A MAXIMUM GAP BETWEEN BEAMS OF 1/4". USE 1/4" TIE PLATE WELDED TO WEBS.

9. FRAME JOISTS TO TOP OF BEAM ON A 2x8 TOP NAILER THRU-BOLTED WITH 1/2" DIAMETER BOLTS STAGGERED AT24" O.C.. JOISTS TO BE ANCHORED TO THE TOP NAILER WITH SIPMSON H4 HURRICANE CLIPS. FLUSH FRAME JOISTSTO THE FULL DEPTH WEB BLOCKING FASTENED TO THE BEAM WITH 1/2" DIAMETER THRU-BOLTS AT 24" O.C. STAGGERED TOP AND BOTTOM.

1ENGINEER

DENOTES DETAIL IN "STRUCTURAL ELEMENTS"BOOKLET BY STRUCTURAL ENGINEER

DENOTES PROPOSED LOWFOUNDATION WALL w/2x6 STUD WALL ATOP

SQUARE FOOTAGE NOTE:

BASEMENT LIVING AREA = 680 ft²FIRST FLOOR LIVING AREA = 1713 ft²SECOND FLOOR LIVING AREA = 1524 ft²

TOTAL LIVING AREA: = 3917 FT²

FLOOR PLAN LEGEND:

WALL TO BE DEMOLISHED

EXISTING STUD WALL

PROPOSED STUD WALL

OBJECT ABOVE

OBJECT BELOW

DENOTES FOUNDATION WALLTO BE DEMOLISHED

DENOTES EXISTINGFOUNDATION WALL

AA7

DENOTES ARCHITECTURAL BUILDING SECTION

JACK STUDS

KING STUDS

2 JS

2 KS

(WINDOWS SHOWN FOR ESTIMATING AND PERMITTING ONLY

FINAL ORDER TO BE VERIFIED AND APPROVED BY OWNER)

DRAWING INDEX:

A0 COVER PAGEA1 NOTES and LEGENDSA2 EXTERIOR ELEVATIONSA2.1 EXTERIOR ELEVATIONSA3 BASEMENT FLOOR PLANA4 FIRST FLOOR PLANA5 SECOND FLOOR PLANA6 ROOF PLANA7 BUILDING SECTIONS "A-A" & "B-B"A8 BUILDING SECTIONS "C-C" & "D-D"A9 BUILDING SECTIONS "E-E" & "F-F"

S1 FOUNDATION PLAN & DETAIL "G"S2 BASEMENT FLOOR FRAMING PLANS3 FIRST FLOOR FRAMING PLANS4 SECOND FLOOR FRAMING PLANS5 CEILING/LOW ROOF FRAMING PLANS6 HIGH ROOF FRAMING PLAN

METAL HANGERS

STEEL BEAM

LVL BEAM

BEARING WALL

BEARING WALL ABOVE

FRAMING BELOW

EXISTING FRAMING

PROPOSED FRAMING

SMOKE DETECTOR

SMOKE/CO2

HEAT SMOKE

S

S/CO

H/S

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:

CCOPYRIGHT 2014 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..

HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A1

NOTES and LEGENDS

PERMIT SET: 5/28/2014




GRADE

GRADE

9'-0"x8'-0" OVERHEAD 9'-0"x8'-0" OVERHEAD

DHP 31042TW 2442 TW 2442

AN 41

C145C145

3'-0"x6'-8"

2'-8"x6'-8" TW 2832

TW 2846TW 2846TW 2846TW 2846

TW 2842

GRADE

FRONT ELEVATIONSCALE: 1

4"=1'-0"

GRADE

TW 2846TW 2846

RIGHT SIDE ELEVATIONSCALE: 1

4"=1'-0"

TW 2846

8" SOFFIT

8" ∅ WOOD COLUMNS

WOOD RAILINGS,POSTS AND DECKING

36" HIGH HANDRAILMEASURED ABOVE NOSING

8" SOFFIT1x8 HARDIE TRIMFRIEZE BOARD

1x4 HARDIE TRIMWINDOW CASING

ASHPALT SHINGLES

ASHPALT SHINGLES

1x10 HARDIE TRIMWATER TABLE



PR

OJE

CT

:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DE

SC

RIP

TIO

ND

ATE

RE

VIS

ION

TIT

LE:


HY

DE

PA

RK

, M

A 0

213

65

4 D

ED

HA

M S

TR

EE

TD

AV

ID R

AF

TE

RY

PB

5/28/2014

1/4"=1'-0"

A9A2

FR

ON

T &

RIG

HT

SID

E E

LEV

AT

ION

S

PE

RM

IT S

ET

: 5

/28

/20

14




TW 2842

GRADE

REAR ELEVATIONSCALE: 14"=1'-0"

TW 2846

LEFT SIDE ELEVATIONSCALE: 14"=1'-0"

GRADE

C 235

TW 2832

AW 251

TW 2832

AW 251



ASHPALT SHINGLES

8" SOFFIT

1x6 HARDIE TRIMCORNER BOARD

1x8 HARDIE TRIMFRIEZE BOARD

ASHPALTSHINGLES

1x10HARDIE TRIMWATER TABLE

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A2.1

REAR & LEFT SIDE ELEVATIONS





H/S

2 CAR GARAGE(25'-0"x25'-0")

(2) 2'-0"x6'-8"

3'-0"x7'-0"

2'-8"x6'-8"

LINE OFBULKHEAD ABOVE

3'-4"

EXISTING FIELDSTONE FOUNDATION

UP 16 RISERS

USE 9

1 4" TREADS

S/CO

(2) 1'-6"x6'-8"

CELLAR SASH

CELLAR SASH

2'-8"X6'-8"

dn

UP

4'-0" C.O.

26'-0" NEW

7'-2" 11'-8" 7'-2"

12'-0" NEW

2'-3"2'-3"

17'-0" EXISTING

24'-6" EXISTING

10'-0" EXISTING

26'-0" NEW

14'-6"

18'-0" NEW4'-6" NEW17'-0" NEW14'-0" EXISTING

5'-6" NEW

4'-6" NEW

5'-0"

4'-0"

2'-6"

17'-9"

6'-9"

2'-9"

2'-9"

10'-0" 7'-0"

BASEMENT FLOOR PLANSCALE: 14"=1'-0"(AREA = 680 ft ²)

1'-6" 3'-0"

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

3'-9" 3'-9"

E

A9

E

A9

F

A9

F

A9

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A3

BASEMENT FLOOR PLAN





FIRST FLOOR PLANSCALE: 14"=1'-0"

(AREA = 1713 ft²)

UP 14 RISERS

USE 9 14" TREADS

dn

GAS LOG

BUILT-INS

BUILT-INS

FURNITURE

2'-6"x6'-8"

2'-8"X6'-8"

7'-0" CASED OPENING

6'-0" CASED OPENING

7'-0" CASED OPENING

D.W. 36" REF.

OVEN

DBL.

2'-6"x6'-8"

(POCKET)

8'-0" ISLAND

FWH 5468 A

PLR

8'-0" CASED OPENING

(2) 2'-8"x6'-8"

DESK AREA

26'-0" NEW

7'-2" 11'-8" 7'-2"

12'-0" NEW

3'-2"5'-8"

17'-0" EXISTING

24'-6" EXISTING

10'-0" EXISTING

26'-0" NEW

5'-8"


5'-6" NEW

4'-6" NEW

7'-4"

7'-4"

5'-8"

6'-0"

18'-6"

2'-9"

2'-9"

10'-0" 7'-0"

3'-2"8'-6"8'-6"

6'-0" 8'-0" 2'-334" 2'-2 1

4" 4'-6" 7'-6" 6'-0"

1'-6" 3'-0"

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

E

A9

E

A9

F

A9

F

A9

S/CO

S/CO

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A4

FIRST FLOOR PLAN





SECOND FLOOR PLANSCALE: 14"=1'-0"(AREA = 1524 ft²)

DN 14 RISERS

USE 9 14" TREADS

26'-0" NEW

13'-0" 13'-0"

12'-0" NEW

4'-6"

17'-0" EXISTING

24'-6" EXISTING

10'-0" NEW

26'-0" NEW

15'-6" NEW

12'-0"

9'-4"

4'-8"

6'-0"

13'-0"

7'-6"4'-9"4'-9"

4'-6" 4'-6"

5'-6"

(2) 2'-6"x6'-8"

ROD & SHELFCLOSET

LINENCLOSET

2'-0"x6'-8"

84" VANITY

TUB/SHOWER(2'-6"x6'-0")

FULL

72" VANITY

(2) 2'-6"x6'-8"

(2) 2'-0"x6'-8"

2'-6"x6'-8"

2'-6"x6'-8"

2'-6"x6'-8"

2'-6"x6'-8"

2'-6"x6'-8"

2'-6"x6'-8"

2'-6"x6'-8"

2'-0"x6'-8"

2'-6"x6'-8"

6'-6"

DRYER

WASHER

basket

FULL

ROD & SHELF

CLOSET

ROD & SHELF

CLOSET

FULL

SHOWER(5'-0"x3'-0")

LINEN

KING

BUILT-IN BENCH SEAT

LONGDRESSER

LONG

DRESSER

LONG

DRESSER

LONGDRESSER

LONG

DRESSER

2'-6"x6'-8"

1'-6" (E) 38'-0" NEW

6'-0" 9'-8" 5'-0" 4'-7" 8'-6" 4'-3"

1'-6" 3'-0"

10'-0" NEW

3'-0"

7'-0"

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

BENCH

AA7

AA7

BA7

BA7

CA8

CA8

DA8

DA8

7'-6"

EA9

EA9

FA9

FA9

S/CO

S

S S

S

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A5

SECOND FLOOR PLAN





ROOF PLANSCALE: 14"=1'-0"

26'-0" NEW12'-0" NEW17'-0" EXISTING

24'-6" EXISTING

10'-0" NEW

26'-0" NEW

15'-6" NEW1'-6" (E) 38'-0" NEW

10'-0" NEW

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

AA7

AA7

B

A7

B

A7

C

A8

C

A8

DA8

DA8

E

A9

E

A9

F

A9

F

A9

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A6

ROOF PLAN





2x8 CEILING JOISTS

127.5

1/2" PLYWOOD SHEETING

TYPICAL BUILDING WRAP

3/4" T&G PLYWOOD GLUED& SCREWED TO JOISTS

ASPHALT SHINGLES ON15# FELT ON5/8" CDX PLYWOOD

(2) 14" LVL RIDGE BEAM

2x10 FLOOR JOISTS

GRADE

2'-0"

1'-0

"

2-#4

GRADE

T.O.F. EL. @ APPRONTO BE (V.I.F.)

2 CAR GARAGE(25'-0"x25'-0")

W12X__ STEEL BEAM

10" CONCRETEFOUNDATION WALL

26'-0"

BUILDING SECTION "B-B"SCALE: 14"=1'-0"

12'-2"

8'-0"

B.O. JOIST

T.O. SLAB

5'-3

3 4"

T.O. JOIST

T.O. RIDGE

4'-0"

T.O. FTG

1ST FLOOR

B.O. JOIST 2x10 RAFTERS

2x10 FLOOR JOISTS2X10 FLOOR JOISTS

FLUSH-FRAMEDSTEEL BEAM

2x10 RAFTERS

2x12 HIGH RIDGE BOARD

2x10 FLOOR JOISTS

2x8 CLG. JSTS.

1210

DORMER SECTIONSCALE: 14"=1'-0"

11'-0"

MASTER BEDROOM(15'-8"x17'-8")

2x10 RAFTERS

B.O. JOIST

T.O. JOIST

10'-6"

6'-9

1 4" R.O.

6'-9

1 4" R.O.

2x8 CEILING JOISTS

DAMP PROOF FOUNDATIONWALL BELOW GRADE

6" CONCRETE SLAB


1/2" GYPSUM BLUE BOARDW/PLASTER SKIM COAT

ON 1x3 STRAPPING


ON 1x3 STRAPPING

2x8 CEILING JOISTS




ASPHALT SHINGLES ON15# FELT ON

5/8" CDX PLYWOOD


2x10 FLOOR JOISTS

GRADE

2'-0"1'-0

"

2-#4

5'-0" KNEE-WALL

GRADE

T.O.F. EL. @ APPRONTO BE (V.I.F.)

2 CAR GARAGE(25'-0"x25'-0")

W12X__ STEEL BEAM


26'-0"

BUILDING SECTION "A-A"SCALE: 14"=1'-0"

12'-2"

8'-0"

B.O. JOIST

T.O. SLAB

5'-3

3 4"

T.O. JOIST

T.O. RIDGE

4'-0"

T.O. FTG

1ST FLOOR

B.O. JOIST 2x10 RAFTERS

2x10 FLOOR JOISTS2X10 FLOOR JOISTS

FLUSH-FRAMEDSTEEL BEAM

2x10 RAFTERS

B.O. JOIST

T.O. JOIST

10'-6"

6'-9

1 4" R.O.

6'-9

1 4" R.O.

DAMP PROOF FOUNDATIONWALL BELOW GRADE

6" CONCRETE SLAB



ON 1x3 STRAPPING

1/2" GYPSUM BLUE BOARDW/PLASTER SKIM COATON 1x3 STRAPPING

2x12 RIDGE BOARD

6'-9

1 4" R.O.

6'-9

1 4" R.O.

8'-0" OVER HEAD DOOR

8'-0" OVER HEAD DOOR



127.5


2x10 RAFTERS

2x8 CEILING JOISTS

2'-0"

8d @ 6" O.C.

A34 @ 32" O.C.

SSP @ 32" O.C.

2-TIMBERLOCKS @ 16" O.C.

2-TIMBERLOCKS @ 16" O.C.

3-TIMBERLOCKS

234" LONG @ EA.

2x6

2x10 RAFTERS

12

10

1x8

DETAIL SECTION "1"SCALE: 1" = 1'-0"

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 0

2136

54 D

EDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

A9A7

& DORMER SECTION

BUILD

ING SECTIONS "A-A

", "B-B

",








5/8" CDX PLYWOOD

2x10 FLOOR JOISTS

GRADE

2-#4

GRADE


23'-0"

BUILDING SECTION "c-c"SCALE: 14"=1'-0"

9'-2"

8'-0"

B.O. JOIST

T.O. SLAB

5'-8

1 2"

T.O. JOIST

T.O. RIDGE

4'-0"

T.O. FTG

1ST FLOOR

B.O. JOIST

2X10 FLOOR JOISTS

B.O. JOIST

T.O. JOIST

7'-8

1 2"


6'-9

1 4" R.O.

4" concrete slab


ON 1x3 STRAPPING


2x10 RAFTERS

2x8 CEILING JOISTS

2x10 FLOOR JOISTS

127.5

125+/-

2x10 R

AFTER

S


ON 1x3 STRAPPING

2'-0"

1'-0

"

2-#4

DAMP PROOFFOUNDATIONWALL BELOW GRADE

4" concrete slab

6'-9

1 4" R.O.

HANGER

NAILINGLEDGER

4'-0" MIN.

BELOW G

RADE

8'-4

3 4"

10" SONO TUBE ON18"∅ "BIGFOOT"

CONC. FTG.

2-#4

#3 TIES (2 PLACES)

7'-6

"

2x8 RA

FTERS

2x6 CLG. JST.

NAILINGLEDGER

512

2x10 P.T deck

312


2x10 FLOOR JOISTS

2x8 CEILING JOISTS

2x10 P.T deck

base FLR

B.O. JOIST

2'-2"



5/8" CDX PLYWOOD


2x10 FLOOR JOISTS

GRADE

2-#4

5'-0" KNEE-W

ALL

GRADE


23'-0"

9'-2"

8'-0"

B.O. JOIST

T.O. SLAB

5'-8

1 2"

T.O. JOIST

T.O. RIDGE

4'-0"

T.O. FTG

1ST FLOOR

B.O. JOIST

2X10 FLOOR JOISTS

B.O. JOIST

T.O. JOIST

7'-8

1 2"

6'-9

1 4" R.O.

4" concrete slab



ON 1x3 STRAPPING

2x10 RAFTERS

2x8 CEILING JOISTS

2x10 FLOOR JOISTS

127.5

2x10 RAFTERS 12

7.5


ON 1x3 STRAPPING

2'-0"

1'-0

"

2-#4

DAMP PROOFFOUNDATIONWALL BELOW GRADE

4" concrete slab

6'-9

1 4" R.O.

HANGER

NAILINGLEDGER

4'-0" MIN.

BELOW G

RADE

8'-4

3 4"

10" SONO TUBE ON18"∅ "BIGFOOT"

CONC. FTG.

2-#4

#3 TIES (2 PLACES)7'-6

"

2x8 RA

FTERS

2x6 CLG. JST.

NAILINGLEDGER

512

2x10 P.T deck

312


2x10 FLOOR JOISTS

2x8 CEILING JOISTS

landing

landing

2x10 P.T deck

6'-8" R.O.

base FLR

B.O. JOIST

2'-2"

BUILDING SECTION "d-d"SCALE: 14"=1'-0"

10'-0"

10'-0"

landing

landing

80" C

LEAR

80" C

LEAR

80" CLEAR

80" CLEAR

LINE OF STAIRS

16 RISERS @ 7 12"±

15 TREADS @ 9 14"

LINE OF STAIRS

14 RISERS @ 7 916"±

13 TREADS @ 9 14"

LINE OF STAIRS

14 RISERS @ 7 916"±

13 TREADS @ 9 14"

LINE OF STAIRS

16 RISERS @ 7 12"±

15 TREADS @ 9 14"

2x10 RAFTERS

2x10 RAFTERS

6'-9

1 4" R.O.



PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE P

ARK, MA 0

2136

54 D

EDHAM STREET

DAVID R

AFTERY

PB

5/28/2014

1/4"=1'-0"

A9A8

BUILD

ING SECTIONS "C-C

" & "D-D

"





2x8 CEILING JOISTS

12

12





5/8" CDX PLYWOOD


2x8 FLOOR JOISTS

GRADE

5'-0" KNEE-W

ALL

14'-0"

BUILDING SECTION "E-E"SCALE: 14"=1'-0"

12'-2"

8'-2"

B.O. JOIST

T.O. SLAB

5'-10

1 4"

T.O. JOIST

T.O. RIDGE

1ST FLOOR

B.O. JOIST

2X8 FLOOR JOISTS

2x10 RAFTERS

B.O. JOIST

T.O. JOIST

7'-8

1 2"

6'-9

1 4" R.O.

6'-9

1 4" R.O.

4" CONCRETE SLAB



ON 1x3 STRAPPING


EXISTING FIELDSTONEFOUNDATION

2x10 RAF

TERS

21'-6"


5/8" CDX PLYWOOD

2x8 CEILING JOISTS





5/8" CDX PLYWOOD

2x8 FLOOR JOISTS

GRADE

14'-0"

BUILDING SECTION "F-F"SCALE: 14"=1'-0"

12'-2"

8'-2"

B.O. JOIST

T.O. SLAB

5'-10

1 4"

T.O. JOIST

T.O. RIDGE

1ST FLOOR

B.O. JOIST

2X8 FLOOR JOISTS

2x10 RAFTERS

B.O. JOIST

T.O. JOIST

7'-8

1 2"

6'-9

1 4" R.O.

6'-9

1 4" R.O.

4" CONCRETE SLAB



ON 1x3 STRAPPING


EXISTING FIELDSTONEFOUNDATION

2x10 RAF

TERS

21'-6"


5/8" CDX PLYWOOD

128.5

6'-6"

2x10 RAFTER

S

2x8 CEILING JOISTS

12

12

6'-6"

2x10 RAFTER

S

12

12

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE

:


HYDE P

ARK, MA 0

2136

54 D

EDHAM STREET

DAVID R

AFTERY

PB

5/28/2014

1/4"=1'-0"

A9A9

BUILD

ING SECTIONS "E-E

" & "F-F"





6" CONCRETE SLABw/6"x6"x10lb. WELDED

WIRE MESH ON 4"COMPACTED GRAVEL BED

DROP FOUNDATION TO UNDERSIDEOF SLAB AT DOORS

SLO

PE

SLO

PE

DROP FOUNDATION TO UNDERSIDEOF SLAB AT DOORS

BLOCK OUT FOR9'-0" DOOR TYP.

SAW CUT SLAB 1 12"SAME DAY AS POURSTOP WWF @ JOINTSEAL @ 28 DAYS

GS1

PITCH FLOORTO DOORS1/8" PER FT.

ADDITIONAL 4-#4 BARS ANDSTIRRUPS @ POST LOCATION (TYP.)

SCHED. 40 PIPE (TYP.)

SLAB ON GRADE(24'-4"x24'-4")

10" CONC. FND.WALL TYPICAL

10" CONCRETE FOUNDATIONWALLS TO 4'-0" BELOW GRADE

12"Dx24"W CONC. FOOTINGSSEE SECTIONS

STEP FOOTING ASREQ'D TO BEARON UNDISTURBEDSOIL

4" CONCRETE SLABw/6"x6"x10lb. WELDED

WIRE MESH ON 4"COMPACTED GRAVEL BED

DROP FND.AT DOOR

DROP FND.AT DOOR

26'-0" NEW

7'-2" 11'-8" 7'-2"

12'-0" NEW

6'-0"6'-0"

17'-0" EXISTING

24'-6" EXISTING

10'-0" EXISTING

26'-0" NEW

14'-6"


5'-6" NEW

4'-6" NEW

1'-6

" 3'-0"

1'-6" (E)

5'-0"

4'-0"

2'-6

"

EXISTING FIELDSTONE FOUNDATION

SLAB ON GRADE(9'-2"x20'-8")

FOUNDATION PLANSCALE: 14"=1'-0"

AA7

AA7

BA7

BA7

CA8

CA8

DA8

DA8

EA9

EA9

EA9

FA9

FA9

PIN TO EXISTINGFOUNDATION W/#5 DRILLED DOWELS

#5 DRILLED DOWELS

#5 DRILLED DOWELS

1'-0

"

10"

SLOPE SLAB

OVERHEADDOORS

4" (M

IN.) SLA

B

TOWARDS BITUMINOUS CONCRETE PAVING

COMPACTED STRUCTURAL FILL

(2) #5 T&B (TYP.)

SCALE:1"=1'-0"

DETAIL SECTION "G"

WWF

#4@18" L=8'-0"

PROJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE

:


HYDE P

ARK, MA 0

2136

54 D

EDHAM STREET

DAVID R

AFTERY

PB

5/28/2014

1/4"=1'-0"

S6S1

FOUNDATION P

LAN & D

ETAIL SECTION "G"






24'-6" EXISTING

10'-0" EXISTING

26'-0" NEW

14'-6"


5'-6" NEW

4'-6" NEW

5'-0"

4'-0"

2'-6"

BASEMENT FLOOR FRAMING PLANSCALE: 14"=1'-0"

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

E

A9

E

A9

E

A9

F

A9

F

A9

2X10 FLOOR JOISTS @ 16" O.C.

(2) 9 14" lvl

(2) 91 4" lvl

2X10 p.t. ledger board

2x10 P.T. DE

CK JOISTS @

16" O.C.

(3) 2x10 P.T. GIRT

2x10 P.T. LEDGER BOARDLAGGED AND FASTENED

PER BUILDING CODE.

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE PARK, MA 02136

54 DEDHAM STREET

DAVID RAFTERY

PB

5/28/2014

1/4"=1'-0"

S6S2

BASEMENT FLOOR FRAMING PLAN





W14

x__

ST

EE

L B

EA

M (

L=2

6'-

0")

(2) 11 14" CONTINUOUS LVL

SEE APA PORTAL DETAIL (SK-)

STL. CO

L.

(SK

)

2X10

FL

OO

R J

OIS

TS

@ 1

6"

O.C

.

2X10

FL

OO

R J

OIS

TS

@ 1

6"

O.C

.

EX

IST

ING

2X

8 F

LO

OR

JO

IST

S @

16

" O

.C.

2X10

FL

OO

R J

OIS

TS

@ 1

6"

O.C

.

2X10 FLOOR JOISTS @ 16" O.C.

(2) 9 14" lvl

(2) 9 14" lvl

(2) 9 14" lvl

(2) 9 14" lvl

(3) 2X8 (typ.)

(3) 2X8 (typ.)

(2)

91 4"

lv

l

(2)

91 4"

lv

l

(3)

2X8

(t

yp

.)

(3)

2X8

(t

yp

.)

2x10 P.T. DECK JOISTS @ 16" O.C.


24'-

6"

EX

IST

ING

10'-

0"

EX

IST

ING

26'-

0"

NE

W

14'-

6"


5'-

6"

NE

W4

'-6

" N

EW

5'-

0"

4'-

0"

2'-6

"

FIRST FLOOR FRAMING PLANSCALE: 1

4"=1'-0"

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

E

A9

E

A9

F

A9

F

A9

(3) 2x10 P.T. GIRT

(3)

2X8

(t

yp

.)


PER BUILDING CODE.

PR

OJE

CT

:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DE

SC

RIP

TIO

ND

AT

ER

EV

ISIO

NT

ITL

E:


HY

DE

PA

RK

, M

A 0

213

6

54

DE

DH

AM

ST

RE

ET

DA

VID

RA

FT

ER

Y

PB

5/28/2014

1/4"=1'-0"

S6S3

FIR

ST

FL

OO

R F

RA

MIN

G P

LA

N

PE

RM

IT S

ET

: 5

/28

/20

14




2x8 CEILING

JOISTS @ 16

" O.C.

W14x__ STEEL BEAM (L=24'-0")

2X10

FLOOR JOISTS @ 16" O.C.

EXISTING 2X8 FLOOR JOISTS @ 16" O.C.

2X8 CEIL

ING JOIS

TS @ 16"

O.C.

2X10 FLO

OR JOIST

S @ 16" O

.C.

2X10 FLO

OR JOIST

S @ 16" O

.C.

(3) 7 14" lvl (3) 7 1

4" lvl

(3) 7 14" lvl

(3) 7 14" lvl

(3) 7 14" lvl (3) 7 1

4" lvl

(3) 2X

8 (typ.)

(3) 2X

8 (typ.)

(3) 2X8 (typ.)

(3) 2X8 (typ.)

(2) 9

1 4" lvl

(2) 9

1 4" lvl

(2) 9

1 4" lvl

(2) 9

1 4" lvl

(2) 9 14" lvl

(2) 9 14" lvl

(2) 9 14" lvl

(3) 2x10 P.T. GIRT

(3) 2X8 (typ.) (3) 2X8 (typ.)

SECOND FLOOR FRAMING PLANSCALE: 14"=1'-0"


24'-6" EXISTING

10'-0" EXISTING

26'-0" NEW


5'-6" NEW

4'-6" NEW

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

E

A9

E

A9

F

A9

F

A9


PER BUILDING CODE.

PROJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DESCRIPTION

DATE

REVISION

TITLE:


HYDE P

ARK, MA 0

2136

54 D

EDHAM STREET

DAVID R

AFTERY

PB

5/28/2014

1/4"=1'-0"

S6S4

SECOND FLOOR FRAMING P

LAN





CEILING/LOW ROOF FRAMING PLANSCALE: 1

4"=1'-0"


24'-

6"

EX

ISTIN

G10

'-0

" N

EW

26'-

0"

NE

W

15'-6" NEW1'-6" (E) 38'-0" NEW

10'-

0"

NE

W

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

E

A9

E

A9

F

A9

F

A9

2x10 RAFTERS @ 16" O.C.

EX

ISTIN

G 2

X8

CE

ILIN

G J

OIS

TS

@ 1

6"

O.C

.

2X8

CEIL

ING

JO

ISTS

@ 1

6"

O.C

.

(3) 7 14" lvl

(3) 7 14" lvl

(3) 7 14" lvl

(3) 7 14" lvl

(3)

2X8

(ty

p.)

(3)

2X8

(ty

p.)

(3) 2X8 (typ.) (3) 2X8 (typ.)(3) 2X8 (typ.) (3) 2X8 (typ.)

(3)

2X8

(ty

p.)

2x10 RAFTERS @ 16" O.C.

(1) 11

14" L

VL

(1)

111

4"

LVL

(3)

71 4"

lv

l

BEARING WALL

BEARING WALL

BEARING WALL BEARING WALL

2X8 CEILING JOISTS @ 16" O.C.


PER BUILDING CODE.

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DE

SC

RIP

TIO

ND

ATE

RE

VIS

ION

TIT

LE

:


HY

DE

PA

RK

, M

A 0

2136

54

DE

DH

AM

STR

EE

T

DA

VID

RA

FTE

RY

PB

5/28/2014

1/4"=1'-0"

S6S5

CE

ILIN

G/L

OW

RO

OF F

RA

MIN

G P

LA

N

PE

RM

IT S

ET:

5/2

8/2

014




HIGH ROOF FRAMING PLANSCALE: 1

4"=1'-0"


24'-

6"

EX

ISTIN

G10

'-0

" N

EW

26'-

0"

NE

W

15'-6" NEW1'-6" (E) 38'-0" NEW

10'-

0"

NE

W

A

A7

A

A7

B

A7

B

A7

C

A8

C

A8

DA8

D

A8

E

A9

E

A9

F

A9

F

A9

2X10 RAFTERS @ 16" O.C.

2X10 RAFTERS @ 16" O.C.

2X10

RA

FTE

RS

@ 1

6"

O.C

.

2X10

RA

FTE

RS

@ 1

6"

O.C

.

EX

ISTIN

G R

AFTE

RS

@ 1

6"

O.C

.

EX

ISTIN

G R

AFTE

RS

@ 1

6"

O.C

.

DOUBLE RAFTER

DO

UB

LE

RA

FTE

R

DO

UB

LE

RA

FTE

R

DO

UB

LE

RA

FTE

R



GABLE DORMER ROOF:2x10 RAFTERS @ 16" O.C.

2X12

RID

GE

EX

ISTIN

G S

HE

D R

OO

FE

XIS

TIN

G S

HE

D R

OO

F

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

OF

DE

SC

RIP

TIO

ND

ATE

RE

VIS

ION

TIT

LE

:


HY

DE

PA

RK

, M

A 0

2136

54

DE

DH

AM

STR

EE

T

DA

VID

RA

FTE

RY

PB

5/28/2014

1/4"=1'-0"

S6S6

HIG

H R

OO

F F

RA

MIN

G P

LA

N

PE

RM

IT S

ET:

5/2

8/2

014




Documents

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