laflamme residence
TRANSCRIPT
DESIGNER:
ROCKWOOD DESIGN, INC.1020 PLAIN STREET - SUITE 320
MARSHFIELD, MA 02050
Phone: (781)-837-3140
Fax: (781)-837-3126Email: [email protected]: 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
PR
OG
RESS P
RIN
T: NOT F
OR
CONSTR
UCTIO
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LAFLAMME RESIDENCE48 PINE HAVEN CIRCLEROCKLAND, MA 02370
NEW Z
BA S
ET -
6/4
/20
21
48 PINE HAVEN CIRCLEROCKLAND, MA 02370
RANDI:
RANDI: [email protected]
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
ND
LEG
END
S
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
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
PR
OP
OSED
FR
ONT 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
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
OP
OSED
REAR
ele
vatio
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
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
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
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