DESIGNER:

ROCKWOOD DESIGN, INC.1020 PLAIN STREET - SUITE 320

MARSHFIELD, MA 02050

Phone: (781)-837-3140

Fax: (781)-837-3126Email: PHIL@rockwooddesign.COMWebsite: www.rockwooddesign.com

COPYRIGHT 2021 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:

PROGRESS PRINT: NOT FOR CONSTRUCTION

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LAFLAMME RESIDENCE48 PINE HAVEN CIRCLEROCKLAND, MA 02370

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48 PINE HAVEN CIRCLEROCKLAND, MA 02370

RANDI:

RANDI: RLAFLAMME225@GMAIL.COM

JOE AND RANDI LAFLAMME

LOCUS MAP

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

WINDOW SCHEDULEQUANTITY ID LETTER MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS

COMMENTSROUGH OPENINGTYPEMODELMANUFACT.ID LETTERQUANTITY

EXTERIOR DOOR SCHEDULE

proposed SQUARE FOOTAGE NOTE:

FIRST FLOOR LIVING AREA = 1,202 ft²SECOND FLOOR LIVING AREA = 1,192 FT²ATTIC FLOOR LIVING AREA = 460 FT²basement LIVING AREA = 428 FT²

TOTAL LIVING AREA: = 3,282 FT²

(WINDOWS SHOWN FOR ESTIMATING AND PERMITTING ONLY

FINAL ORDER TO BE VERIFIED AND APPROVED BY OWNER)

DRAWING INDEX:

A0 COVER PAGEA1 NOTES and LEGENDSA2 PROPOSED FRONT ELEVATIONA2.1 EXISTING EXTERIOR ELEVATIONSA3 PROPOSED FIRST FLOOR PLANa3.1 existing first floor planA4 PROPOSED SECOND FLOOR PLANA4.1 EXISTING SECOND FLOOR PLANA5 PROPOSED ATTIC FLOOR PLANA6 PROPOSED ROOF PLANA6.1 EXISTING ROOF PLANA7 EXISTING BUILDING SECTIONA8 PROPOSED BUILDING SECTION "A-A"A9 DETAIL SECTIONS "C", "D", AND "E"A10 DETAILS "F-F" AND "G"A11 CUPOLA DETAIL AND SECTION "H"

A12 UNDERPINNING DETAIL (TYP.)

S1 PROPOSED FOUNDATION PLANs1.1 existing foundation planS2S3S4

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. 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".

8. 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.

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

10. 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.

11. 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.

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

13. 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.

14. 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.

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

16. 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 2-2x10HEADER BEAMS AND USE LVLs FOR SPANS EXCEEDING 7 FEET, EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SPECIFICATIONS. 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 TO THE 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 AT 24" O.C.. JOISTS TO BE ANCHORED TO THE TOP NAILER WITH SIPMSON H4 HURRICANE CLIPS. FLUSH FRAME JOISTS TO THE FULL DEPTH WEB BLOCKING FASTENED TO THE BEAM WITH 1/2" DIAMETER THRU-BOLTS AT 24" O.C. STAGGERED TOP AND BOTTOM.

DENOTES PROPOSEDFOUNDATION WALL ATOP FOOTING

FOUNDATION NOTES/LEGEND:

1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"BOOKLET NO. 21-___ BY _________ ENGINEERING, llcDATED feb/__/2021 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 POS

T

FRAMING NOTES/LEGEND:

1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS" BOOKLET NO. 21- BY ENGINEERING, LLC DATED feb/ /2021 FOR ADDITIONAL NOTES AND DETAILS

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

POS

T UP

LAM

2ENGINEER

DENOTES DETAIL IN "STRUCTURAL ELEMENTS"BOOKLET BY STRUCTURAL ENGINEER

DENOTES PROPOSED LOWFOUNDATION WALL w/2x6 STUD WALL ATOP

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

AS2

DENOTES ARCHITECTURAL BUILDING SECTION

JACK STUDS

KING STUDS

2 JS

2 KS

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

A1

NOTES A

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LEG

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CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

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CONSTR

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LAND

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6/4/2021

AS NOTED

NEW Z

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/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

GRADEGRADE

16'-0" 32'-0"

PROPOSED front elevationSCALE: 3/8"=1'-0"

10'-0"x8'-0" OVERHEAD

TW 24310 TW 24310TW 24310TW 24310 TW 24310TW 24310

dht 2415 dht 2415 dht 2415

1X6 CORNER BOARD

8" SOFFIT

ASPHALT SHINGLES

ANDERSEN 400 SERIESDOUBLE HUNG WINDOWS

6" REVEAL SHINGLE SIDING

METAL ROOFINGMETAL ROOFING

WOOD-TONE FRONT DOOR WOOD-TONE COLUMNS

WOOD-TONEGARAGE DOOR

STONE VENEER

laflamme

SEE CUPOLA DETAILON SHEET A10

A 21

29'-3

1 4"

12'-0"2'-0" 2'-0"

8'-834"

TW2446 TW2446

A2

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CHECKED BY:

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DATE:

SCALE:

DESCR

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TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

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OR

CONSTR

UCTIO

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ROCK

LAND

, M

A 0

2370

48 P

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AVEN C

IRCLE

JOE A

ND

RAND

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FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

GRADE GRADE

16'-0"32'-0"

PROPOSED REAR elevationSCALE: 3/8"=1'-0"

TW 24310

SEE CUPOLA DETAILON SHEET A10

29'-3

1 4"

GRADE GRADE

2'-8"x6'-8" (9-LITE)

TW2446

C335

TW 24310 TW 24310 TW 24310

TW 24310TW 24310 TW 24310

TW 24310

2'-8"x6'-8" (9-LITE)

A2

PR

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REAR

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PR

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CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

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TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

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RESS P

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T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

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AVEN C

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JOE A

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RAND

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FLA

MM

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PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

GRADE

GRADE

3'-6"14'-0"24'-0"

PROPOSED right side elevationSCALE: 1/4"=1'-0"

2820

TW2446 TW2446 TW2446 TW2446

TW 24310TW 24310

TW 24310

SEE CUPOLA DETAILON SHEET A10

TW2446

A2

PR

OP

OSED

RIG

HT S

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n

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

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RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

26'-0" 13'-6"

PROPOSED LEFt side elevationSCALE: 1/4"=1'-0"

TW2446

TW 24310

TW 24310

TW2446

7'-0"

TW 24310TW 24310

GRADEGRADE

A2

PR

OP

OSED

LEFT S

IDE e

levatio

n

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

GRADEGRADE

TW 24310

3'-0"x6'-8" 6 PANEL2'-8"x6'-8" (9-LITE)

GRADE GRADE

TW 24422'-8"x6'-8" (9-LITE)

TW 24310

TW20210

TW 24210

TW20210TW20210

2820 2820

14'-0" 32'-0"

31'-8" 14'-4"

existing front elevationSCALE: 1/4"=1'-0"

existing rear elevationSCALE: 1/4"=1'-0"

GRADEGRADE

TW 24310

TW 24310

TW20210

TW 24310

8'-0" 12'-4" 16'-8"

existing left side elevationSCALE: 1/4"=1'-0"

GRADE

GRADE

TW 24310

8'-0"5'-0"24'-0"

existing right side elevationSCALE: 1/4"=1'-0"

TW 28310

A2.1

EXIS

TIN

G E

XTER

IOR

ele

vatio

nS

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

3'-0

"x6'-8

"

new covered porch(7'-6"X32'-0")

OFFICE(11'-4"X12'-0")

32'-0" NEW COVERED PORCH

24'-0

" EXIS

TIN

G

PROPOSED FIRST FLOOR PLANSCALE: 1/4"=1'-0"

(AREA: 1,202 ft²)

LAND

ING

(5'-0

"X3'-0

")

8' ISLAND

6"

12"

2'-0

"

D.W. 48" REF.

KITCHEN(13'-6"x19'-0")

ref.

30

" VAN.

2'-4"x6'-8"

10'x8' OVERHEAD DOOR

FWG 8068

3'-6"

4'-0"

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

2'-6"x6'-8"

2'-6"x6'-8"

FURNITURE

family room(23'-0"x14'-10")

BUILT-INS

BUILT-INS

2'-8"x6

'-8"

UP 13 R

use 9 14" treads

84"x

42"

tab

le

DINING ROOM(13'-6"x12'-0")

1/2 BATH(5'-0"x5'-10")

3'-0

" C.O

.

NEW BEAM ABOVE

NEW BEAM ABOVE

2'-8"x6

'-8"

26'-0

" NEW

13'-6"

EXIS

TIN

G

16'-0" NEW

16'-6" NEW 30'-6" NEW

LANDING(3'-6"X10'-0")

14'-0

" NEW

1'-6"

(N)

OPEN RAILING

DN

2 CAR GARAGE(25'-0"x15'-6")

LINE OF coveredROOF ABOVE(SEE DETAIL "H"ON SHEET A10)

under

3'-0" C.O.

3'-0" C

.O.

gas log insertfireplace

COATHOOKS

BUIILT-INMICROWAVE

artwork/pictures

coatclos.

cubbiesw/BENCH

18"x80"

BUILT-INS

7'-0

" NEW

7'-0

" NEW

AA7

AA7

1'-0"

S

H/S

S/CO

S/CO

LINE OF BALCONY ABOVE

A3

pr

op

osed

fir

st f

loor

pla

n A

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

3'-0

"x6'-8

"

LANDING(3'-0"X6'-0")

TUB/SHOWER(5'-0"x2'-6")

30" REF.D.W.

OVEN

DB

L.

3'-6"

C.O

.

2'-6"x6'-8"

2'-6"x6

'-8"

2'-4"x6'-8"

2'-4"x6

'-8"

2'-4"x6'-8"

UP

12

R

COATcloset

r &

sclo

set

linen

clo

s.

30

" VAN.

18"x80"

2'-8"x6

'-8"

2'-8"x6

'-8"

LANDING(3'-0"X4'-6")

DR

YER

WASHER

LIVING ROOM(11'-6"X15'-6")

bedROOM #1(11'-6"X11'-2")

dining room(11'-6"X12'-2")

kitchen(8'-2"X10'-10")

family room(11'-8"X13'-8")

bath(8'-2"X5'-6")

rear deck(8'-0"X14'-4")

32'-0"

24'-0

"

31'-8"14'-4"

8'-0

"12'-4"

5'-0

"8'-0

"

16'-8"

14'-0"

EXA6

EXA6

EXISTING FIRST FLOOR PLANSCALE: 1/4"=1'-0"

(AREA: 942 ft²)

3'-0" C.O.EXISTING BEAM ABOVE

A3.1

EXIS

TIN

G f

irst f

loor

pla

n

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

32'-0" NEW

24'-0

" NEW

PROPOSED second FLOOR PLANSCALE: 1/4"=1'-0"

(AREA: 1,192 ft²)

TUB/SHOWER(5'-0"x2'-6")

72"

VANITY

2'-4"x6'-8"

SLO

PE

SLO

PE

2'-6"x6

'-8"

2'-6"x6'-8"2'-6"x6

'-8"

ROD AND SHELFcloset

ROD

AND

SHELF

clo

set

ROD

AND

SHELF

clo

set

(2) 2'-6

"x6'-8"

(2) 2'-6

"x6'-8"

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

2'-6"x6'-8"

DR

YER

WASHER

2'-6"x6'-8"

72"

VANITY

kin

g

full

full

full

long

dr

esser

dresser

dresser

dr

esser

MASTER BEDROOM(16'-0"x15'-6")

MASTER W.I.C.(8'-8"x6'-6")

BEDROOM #2(11'-4"x12'-8")

BEDROOM #3(11'-4"x9'-2")

BEDROOM #4(11'-4"x12'-8")

HALLWAY

HOUSE B

ATH

(11'-

4"x

5'-0

")

LAUNDRY(5'-0"x5'-10")

26'-0

" NEW

13'-6"

NEW

16'-0" NEW

16'-6" NEW 30'-6" NEW

15'-6"

NEW

3'-0"x6'-8"

SLO

PE

SLO

PE

SLO

PE

SLO

PE

LINE OF coveredROOF below

pull downstaircase

AA7

AA7

1'-0"

2'-4"x6

'-8"

2'-4"x6

'-8"

LINEN

SHOWER(5'-0"x3'-6")

18"x

80"m

. b

ath

(8'-8"x

8'-8")

shoes

S S

S

S

S/CO

S/CO

DN 13 R

up 13 R

SLO

PE

SLO

PE

balcony(4'-0"x7'-6")

VANITY

2'-6"x6

'-8"

A4

pr

op

osed

SECOND

FLO

OR

PLA

N A

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

2'-6"x6'-8"

2'-6"x6

'-8"

2'-4"x6'-8"

DN 12

R

r &

sclo

set

linen

clo

s.

bedROOM #3(19'-6"X11'-10")

bath(7'-8"X5'-2")

32'-0"

24'-0

"

32'-0"

24'-0

"

EXA6

EXA6

EXISTING second FLOOR PLANSCALE: 1/4"=1'-0"

(AREA: 621 ft²)

2'-6"x6'-8"

2'-4"x6

'-8"2'-4"x6'-8" r

& s

clo

set

r &

sclo

set

bedROOM #2(18'-3"X10'-10")

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

A4.1

EXIS

TIN

G S

ECOND

flo

or

pla

n

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

32'-0" NEW

24'-0

" NEW

26'-0

" NEW

13'-6"

NEW

16'-0" NEW

16'-6" NEW

15'-6"

NEW

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

AA7

AA7

30'-6" NEW 1'-0"

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

cricket roof

LINE OF 4'-0" KNEE WALL

LINE OF SLOPED CEILING

PROPOSED ATTIC FLOOR PLANSCALE: 1/4"=1'-0"

(AREA: 460 ft²)

2'-6"x6

'-6" OFFICE

(11'-0"x11'-6")

STORAGE(17'-0"x19'-2")

S/CO

S

A5

PR

OP

OSED

ATTIC

FLO

OR

PLA

N

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

32'-0" NEW

24'-0

" NEW

26'-0

" NEW

13'-6"

NEW

16'-0" NEW

16'-6" NEW

15'-6"

NEW

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

AA7

AA7

30'-6" NEW 1'-0"

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

cricket roof

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPESLOPE

SLOPE SLOPE

proposed roof planSCALE: 1/4"=1'-0"

A6

PR

OP

OSED

ROOF P

LAN

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

32'-0"

24'-0

"

32'-0"

24'-0

"

EXA6

EXA6

EXISTING roof planSCALE: 1/4"=1'-0"

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

A6.1

EXIS

TIN

G R

OOF p

lan

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

129

EXISTING ASPHALT SHINGLES

7'-8

1 2"7'-3

1 2"

2ND FLOOR

B.O. JOIST

B.O. JOIST

1'-0

1 2"

T.O. JOIST

T.O. RIDGE

7'-0

"

T.O. SLAB

existingCONCRETE SLAB

EXISTING PLYWOODSHEATHING

24'-0"

GRADE

existing BUILDING SECTIONSCALE: 1/2"=1'-0"

EXISTING RIDGE BOARD

EXISTING CONCRETEFOUNDATION WALL

dining room(11'-6"X12'-2")

EXISTING FLOOR JOISTS1ST FLOOR

B.O. JOIST

kitchen(8'-2"X10'-10")

GRADE

bedROOM #2(18'-3"X10'-10")

6'-8"

R.O

.

6'-8"

R.O

.

12'-0" 12'-0"

EXISTING L.C.

VARIES

GIRT. SEEFRAMING

LAP

12'-0" 12'-0"

LAP

EXISTING FLOOR JOISTS

EXISTING CEILING JOISTS

EXIST

ING R

AFTER

S

EXISTING RAFTERS

6'-2"

R.O

.

GRADE

A7

EXIS

TIN

G B

UILD

ING

SECTIO

N

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

129

8'-4

1 2"8'-11 2"

2ND FLOOR

B.O. JOIST

B.O. JOIST

1'-23 4"

T.O. JOIST

T.O. RIDGE

7'-9

"

T.O. SLAB

existingCONCRETE SLAB

24'-0"

PROPOSED BUILDING SECTION "A-A"SCALE: 3/8"=1'-0"

new RIDGE BOARD

EXISTING CONCRETEFOUNDATION WALL

family room(23'-4"x18'-10")

NEW 2X10 FLOOR JOISTS

1ST FLOOR

B.O. JOIST

BEDROOM #3(11'-4"x9'-2")

6'-8"

R.O

.

6'-8"

R.O

.

EXISTING L.C.

VARIES

GIRT. SEEFRAMING

LAP

12'-0" 12'-0"

NEW 2X10 FLOOR JOISTS

new 2x10 CEILING JOISTS

6'-8"

R.O

.

4"

MIN

.

GRADE

HANGER

NAILINGLEDGER

2x8 P.T DECK JOISTS

4'-0

" M

IN.

BELO

W G

RAD

E7'-6

"

2x10 RAFTERS

2x6 CLG. JOISTS

NAILINGLEDGER

512

NEW12" SONO TUBE ON

18"∅ "BIGFOOT"CONC. FTG.

A9

G

new 2x10 RAFTERS

TIES

new

2x10

RAFT

ERS

GRADE

6'-8"

R.O

.

2-#4 T&B(TYP.)

2x8 pt

rear deck(14'-0"X19'-0")

10" SONO TUBE4'-0" MIN.BELOW GRADE

4'-0

" M

IN.

BELO

W G

RAD

E

BACKFILLING TO BE DONE AFTER1ST FLOOR JOISTS AND SHEATHINGWERE INSTALLED (TYP.)

1/2" gwb ceiling

new 2x8 CEILING JOISTS

new 2x10 RAFTERS

HANGER

NAILINGLEDGER

DINING ROOM(13'-6"x12'-0")

OFFICE(11'-0"x11'-6")

LAP

BEDROOM #4(11'-4"x12'-8")

ASPHALT SHINGLES ON15# FELT ON5/8" CDX PLYWOOD

2x6 STUDS @ 16" O.C.

1/2" PLYWOOD SHEATHING

TYPICAL BUILDING WRAP

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

H2.5A (SIMPSON)HURRICANE TIE

(TYP.)

7-16d FACE NAILS (TYP.)EACH END & SPLICING

R-21 INSULATION

10" CONCRETEFOUNDATION WALL

5/8" A.B.@ 4'-0" O.C.

R-49INSULATION

R-30 INSULATION

R-49INSULATION

122.25 NEW RUBBER ROOF

(SEE DETAILS C & D)JOIST HANGERS(BOTH SIDES)

(1) #5

4" CONCRETESLAB

1'-6" MIN.

8"

MIN

.

J

J

new 2x10 FLOOR JOISTS

B.O. JOIST

T.O. JOIST

7'-2

"

A8

PR

OP

OSED

BUILD

ING

SECTIO

N "

A-A

"

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

(4) 134"x " LVL BOLTED TOGETHER WITH

TWO ROWS OF 38" DIA. THRU-BOLTS @ 2'-0" O.C.

NEW 2x10 FLOOR JOISTSNEW 2x10 FLOOR JOISTS WITHNEW FACE MOUNTED HANGERS

DETAIL SECTION "C"SCALE: 1

12" = 1'-0"

2"

2"(N) W8x OR W10X STEEL BEAM

NEW 2x10 FLOOR JOISTSNEW 2x10 FLOOR JOISTS WITHNEW FACE MOUNTED HANGERS

DETAIL SECTION "D"SCALE: 1 12" = 1'-0"

NEW PLYWOOD

(N) SOLID BLOCKING WITH ONE ROW OF38" DIA. THRU-BOLTS @ 2'-0" O.C.

(N) W8x OR W10X STEEL BEAM

DETAIL SECTION "E"SCALE: 1

12" = 1'-0"

(2) LAGS 516" DIA.-3" LONG

IN PREDRILLED HOLES

3 12"

LAM 3 12"x5 1

4"

NEW PLYWOOD

A9

DETAIL S

ECTIO

NS "

C", "

D", A

ND

"E"

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

2x8 RAFTERS

2x10 RIDGE

ASPHALT SHINGLES ON15# FELT ON5/8" CDX PLYWOOD

126

2-2X8 PT

A2.5A (SIMPSON) TYP.

(3) 16d FACE NAILS AT EACH ENDOF CEILING JOISTS (TYP.)

2x6 ties

GRADEGRADE

5'-2"

WOOD-TONE COLUMNS (TYP.)

4'-0

" M

IN. B

ELO

W G

RAD

E

10" SONO TUBE ON18" "BIGFOOT"CONC. FTG.

#3 TIES (2 PLACES)

2-#4

2-2X8 PT GIRT

2X8 PT deck joists

DETAIL SECTION "F-F"SCALE: 3/4"=1'-0"

SIMPSON CONN.TYPICAL ALL

1x8

GUTTER

H2.5A (SIMPSON)

5 PITCH (2X8 RAFTERS)

2X6 CEILING JOISTS

9-1

/4"

7"-8" ∅ COLUMN

6x6 P.T. POST

2X8 PT DECK JOISTS

2-2X8 PT GIRT

12" SONO TUBE ON18" "BIGFOOT"

CONC. FTG.

DETAIL "G"SCALE: 1-1/2"=1'-0"

GRADE

A10

DETAIL S

ECTIO

NS "

F-F

" AND

"G

"

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

2'-0"

8d @ 6" O.C.

A34 @ 16" O.C. t&b

2-TIMBERLOCKS @ 16" O.C.5" long

2-TIMBERLOCKS @ 16" O.C.5" long

(3) 16d FACE NAILS

2x6

2x10 RAFTERS

12

10

1x8

DETAIL SECTION "H"SCALE: 1-1/2" = 1'-0"

1212

CROWNMOLDING

2-2x6

2x10 RAFTER

2'-0"

1x4

1x4

SILL

634"

2x4 STUD

8"

SECTION ELEVATION

1x4

36"x28"WINDOW

CUPOLA DETAILSCALE: 1-1/2"=1'-0"

2-2x10 blocking undercupola walls (typ.)

cs20 (simpson)in all four corners

of cupola

A11

CUP

OLA

DETAIL A

ND

DETAIL

SECTIO

N "

H"

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

denotes phase 1 ofunderpinning -excavation andconcrete ftg. & wall

denotes phase 2 ofunderpinning -excavation andconcrete ftg. & wall

Note:

2'-0"3'-0"2'-0" 2'-0"3'-0"

GRADE

(1) #5 (TYP.)

3'-0"ADDITIONAL (1) #5 (TYP.)

epoxy grouted#4 @ 2'-0" o.c x 1'-0" long(typ)

BOTTOM OFEXISTING FOUNDATION

T.O. NEW FTG.

LINE OF EXISTINGCONCRETE WALL BEYOND

LINE OF EXISTING SLAB

T.O. NEW SLAB

DETAIL SECTION "J-J"SCALE: 3/4"=1'-0"

(1) #5 (TYP.)

A12

DETAIL S

ECTIO

N "

J-J"

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

OFA12

32'-0" EXISTING

24'-0

" EXIS

TIN

G

PROPOSED Foundation PLANSCALE: 1/4"=1'-0"(FINISHED AREA: 428 ft²)

EXISTING 10" CONCRETEfoundation WALLS F

UR

NACE

oil b

ur

ner

existing electric panel

16'-6" NEW

14'-0

" NEW

1'-6"

(N)

26'-0

" NEW

13'-6"

EXIS

TIN

G

16'-0" NEW

4X4 PT POST UP

2'-8"x6

'-8"

4" CONCRETE SLABw/ 6x6Wx2.9X2.9 WELDED

WIRE MESH ON 4"COMPACTED GRAVEL BED

DROP FOUNDATION TO UNDERSIDEOF SLAB AT DOORS

BLOCK OUT FOR10'-0" DOOR (TYP.)

PITCH FLOORTO DOORS1/8" PER FT.

SLO

PE

SLO

PE

BLOCK OUT FOR2'-8" DOOR (TYP.)

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

12"Dx24"W CONC. FOOTINGSSEE SECTIONS

10" CONC. FND.WALL TYPICAL

STEP FOOTING AS REQ'D TOBEAR ON UNDISTURBED SOIL

4" CONCRETE SLAB

CELL

AR

SASH

2'-6"x6'-8"

UP 12 Ruse 9 1

4" treads

2'-6"x6'-8"

kid's space(12'-4"x15'-6")

home gym(12'-4"x14'-0")

6'-0

" c.o

.with b

ar

n d

oor

s

30

" VAN.

2'-4"x6

'-8"

up

NEW 12" ∅ SONO TUBEATOP 18" ∅ BIGFOOT4' MIN. BELOW GRADE(TYP UNO)

10'-4" 10'-4" 10'-4"

6'-6"

6'-6"

AA7

AA7

30'-6" NEW 1'-0"

10" SONO-TUBEMIN. 4'-0" BELOWGRADE

STAIRS

LINE OFDECK ABOVE

S/CO

S

OF

S1

pr

op

osed

FOUND

ATIO

N P

LAN

S5

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS

2'-6"x6'-8"

UP

12

R

32'-0"

24'-0

"

31'-8"14'-4"

8'-0

"12'-4"

5'-0

"8'-0

"

16'-8"

14'-0"

EXA6

EXA6

EXISTING Foundation PLANSCALE: 1/4"=1'-0"

(AREA: 677 ft²)

2'-8"x6'-8"

LINE OFBULKHEADABOVE

EXISTING 10" CONCRETEfoundation WALLS

FUR

NACE

oil b

ur

ner

existing electric panel

S1.1

EXIS

TIN

G F

OUND

ATIO

N p

lan

OFS5

PR

OJE

CT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE

:

CCOPYRIGHT 2021 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..

PROGRESS PRINT: NOT FOR CONSTRUCTION

PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

ROCK

LAND

, M

A 0

2370

48 P

INE H

AVEN C

IRCLE

JOE A

ND

RAND

I LA

FLA

MM

E

PB

6/4/2021

AS NOTED

NEW Z

BA S

ET -

6/4

/20

21

SEE SHEET A1 FOR DRAWING INDEX

IF PRINTED ON 11x17, ALL SCALE IS HALF.

CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SETBACKS PRIOR TO CONSTRUCTION

any deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.

PLEASE REFER TO ENGINEERING PACKET

FOR ALL STRUCTURAL DETAILS