DESIGNER:
ROCKWOOD DESIGN, INC.
1020 PLAIN STREET - SUITE 320
MARSHFIELD, MA 02050
Phone: (781)-837-3140
Fax: (781)-837-3126
Email: [email protected]
Website: www.rockwooddesign.com
COPYRIGHT 2020 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:
STRUCTURAL
ENGINEER:
ZHENG RESIDENCE12 NICHOLAS ROAD
BRAINTREE, MA 02184
PER
MIT S
ET -
8/3
/20
20
12 NICHOLAS ROAD
BRAINTREE, MA 02184
JING: (617)-599-3169
EMAIL: [email protected]
JING ZHENG
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed 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 = 1,360 ft²SECOND FLOOR LIVING AREA = 1,686 FT²
TOTAL LIVING AREA: = 3,046 FT²
(WINDOWS SHOWN FOR ESTIMATING AND PERMITTING ONLY
FINAL ORDER TO BE VERIFIED AND APPROVED BY OWNER)
DRAWING INDEX:
A0 COVER PAGE
A1 NOTES and LEGENDS
A2 PROPOSED FRONT ELEVATION
A2.1 EXISTING EXTERIOR ELEVATIONS
a2.1 proposed rear elevation
a2.2 proposed left side elevation
a2.3 proposed right side elevation
A3 PROPOSED FIRST FLOOR PLAN
a3.1 existing first floor plan
A4 PROPOSED SECOND FLOOR PLAN
A4.1 EXISTING SECOND FLOOR PLAN
A5 PROPOSED ROOF PLAN
A5.1 EXISTING ROOF PLAN
A6 EXISTING BUILDING SECTION
A7 PROPOSED BUILDING SECTION "A-A"
A8 PROPOSED BUILDING SECTION "B-B"
A9 DETAIL SECTIONS "C", "D", & "e"
a10 detail sections "f" & "g"
a11 foundation detail "1"
a12 shear wall details
S1 PROPOSED FOUNDATION PLAN
s1.1 existing foundation plan
S2 proposed second floor framing plan
S3 proposed ceiling framing plan
S4 proposed roof framing plan
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 S.P.F. (SPRUCE-PINE-FIR) GRADE NO. 1/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 875 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 425 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. PARALLAMS (LAM) POSTS SHALL HAVE AN ALLOWABLE COMPRESSION STRESS OF 2,900 PSI AND A MODULUS OF
ELASTICITY 2,000,000 PSI. PARALLAM (LAM) POSTS SHALL HAVE AN ALLOWABLE COMPRESSION STRESS 2,900 PSI AND A MODULUS OF
ELASTICITY 2,000,000 PSI.
4. USE 3/4" TONGUE AND GROVE STRUCTURAL GRADE FIT PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR STRUCTURAL GRADE FIR
(C.D.X.) PLYWOOD ROOF SHEATHING AND 1/2" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH
LIMBER OR OTHER APPROVED SUPPORTS.
5. ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2x4 MINIMUM @ 16" O.C. UNLESS NOTED OTHERWISE.
6. PROVIDE ADEQUATE WALL RESISTANCE TO RAKING BY DIAGONAL CORNER WIND BRACING ANCHORED TO SILL PLATES.
7. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION.
8. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON OR EQUAL), JOIST OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME
INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.
9. FOR NONBEARING ROUGH WINDOW OPENINGS AND INTERIOR DOOR OPENINGS UP TO 3 FEET, USE 2-2x6 HEADER BEAMS. FROM 3
FEET TO 5 FEET, USE 2-2x8 HEADER BEAMS AND FROM 5 FEET TO 7 FEET, USE 2-2x10 HEADER BEAMS AND USE LVLs FOR SPANS
EXCEEDING 7 FEET, EXCEPT AS NOTED OTHERWISE ON THE PLANS 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 PROPOSED
FOUNDATION WALL ATOP FOOTING
FOUNDATION NOTES/LEGEND:
1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"
BOOKLET NO. 20-___ BY _________ ENGINEERING, llc
DATED JUly/__/2020 FOR ADDITIONAL NOTES AND DETAILS
2) ALL NEW FOUNDATION WALLS SHALL BE DAMP PROOFED
WITH A BITUMINOUS COATING.
3) 6 SQ. FT. OF VENTILATION REQUIRED FOR EVERY
1,500 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 PLAN
OF FLOOR ABOVE
FOR TYPE AND SIZE
LAMINATED POST
DOUGLAS FIR
POST SIZE
4x4 D
F POST
FRAMING NOTES/LEGEND:
1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"
BOOKLET NO. 20- BY ENGINEERING, LLC
DATED JUly/ /2020 FOR ADDITIONAL NOTES AND DETAILS
2) ALL FRAMING MEMBERS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS AND THE COMMONWEALTH OF MASSACHUSETTS 780 CMR
POST UP
LAM
2ENGINEER
DENOTES DETAIL IN "STRUCTURAL ELEMENTS"
BOOKLET BY STRUCTURAL ENGINEER
DENOTES PROPOSED LOW
FOUNDATION 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 WALL
TO BE DEMOLISHED
DENOTES EXISTING
FOUNDATION WALL
A
S2DENOTES 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
1
2
3
4 ANDERSEN FWG 60611 GLIDING PATIO DOOR 6'-0" W x 6'-11" H2
3'-0"X7'-0"w/10"sd ltsBY OWNER SEE SUPPLIERHINGED INSWING1
2'-8"X7'-0" BY OWNER HINGED INSWING SEE SUPPLIER2
BY OWNER1 10'-0"X7'-6" OVERHEAD SEE SUPPLIER
6
total
20
total
A
b
D
C
e
fg
h ANDERSEN dhp 41042 4'-11 7/8"Wx4'-4 7/8"HPICTURE1
6
4
1
1
1
4
1 ANDERSEN 244DH3049-2 SEE SUPPLIER DOUBLE HUNG
ANDERSEN 244DH3049 3'-0"Wx4'-9"HDOUBLE HUNG
ANDERSEN C 335 6'-0 3/8"Wx3'-5 3/8"HCASEMENT
ANDERSEN C 135 2'-0 5/8"Wx3'-5 3/8"HCASEMENT
ANDERSEN 45-3446-18 BAY
ANDERSEN 244DH3046-2 DOUBLE HUNG
ANDERSEN DOUBLE HUNG
SEE SUPPLIER
244DH3046 3'-0"Wx4'-6"HSEE SUPPLIER
J1 ANDERSEN DOUBLE HUNG244DH2840-2 SEE SUPPLIER
A1
NOTES A
ND
LEG
END
S
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
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EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
GRADE GRADE
244DH3049
39'-6" 13'-6"
proposed FRONT ELEVATIONSCALE: 3/8"=1'-0"
244DH3049
WOOD-TONE FRONT DOOR WOOD-TONE COLUMNS
10'-0"x7'-6" OVERHEAD
244DH3049 244DH3049
244DH3046 244DH3046 244DH3046244DH3046
12
4" clapboard SIDING
8" SOFFIT
1'-0"
1X6 CORNER BOARD
ANDERSEN 200 SERIES
DOUBLE HUNG WINDOWS
WOOD-TONE
GARAGE DOOR
ASPHALT SHINGLES
ASPHALT SHINGLES
244DH3046244DH3046 dhp 41042
6" reveal shingle SIDING
faux stone wall
30
'-5
3 4"
BUILD
ING
HEIG
HT
WOOD-TONE COLUMNS
12
12
12
12
andersen 400 series
picture window
A2
PR
OP
OSED
FR
ONT e
levatio
n
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
GRADE GRADE
tw 210210
c 44
8'-0"x7'-0" OVERHEAD
tw 210210
3'-0"x6'-8" 6 PANEL
40'-0" 14'-0"
EXISTING FRONT ELEVATIONSCALE: 1/4"=1'-0"
GRADEGRADE
tw 210210
3'-0"x6'-8" 6 PANEL
54'-0"
EXISTING REAR ELEVATIONSCALE: 1/4"=1'-0"
tw 210210CR 23
TW 1842 TW 1842 TW 1842 TW 1842
GRADEGRADE
22'-0"
EXISTING RIGHT SIDE ELEVATIONSCALE: 1/4"=1'-0"
GRADEGRADE
24'-0"
EXISTING LEFT SIDE ELEVATIONSCALE: 1/4"=1'-0"
tw 210210 tw 210210
2'-0"
A2.1
EXIS
TIN
G E
XTER
IOR
elevatio
nS
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
GRADEGRADE
39'-6"13'-6"
proposed rear ELEVATIONSCALE: 3/8"=1'-0"
WOOD-TONE slider
244DH3049
4" clapboard SIDING
1'-0"
1X6 CORNER BOARD
ANDERSEN 200 SERIES
DOUBLE HUNG WINDOWS
ASPHALT SHINGLES
ASPHALT SHINGLES
244DH3046 244DH3046
FWG 60611 L
C335C 135
244DH2840
244DH3046 244DH3046
244DH2840
andersen 400 series
bay window
andersen 400 series
casement windows
244DH3049
fwg 60611
A2.1
PR
OP
OSED
rear
elevatio
n
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
45-3446-18
andersen 400 series
bay window
GRADE GRADE
244DH3046
ASPHALT SHINGLES
proposed lefT SIDE ELEVATIONSCALE: 3/8"=1'-0"
34'-0"4'-0" 4'-0"
244DH3046 244DH3046
4" clapboard SIDINGANDERSEN 200 SERIES
DOUBLE HUNG WINDOWS
WOOD-TONE COLUMNS
8" SOFFIT
1X6 CORNER BOARD
126
A2.2
PR
OP
OSED
left s
ide e
levatio
n
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
GRADEGRADE
244DH3046
ASPHALT SHINGLES
3'-0"
proposed righT SIDE ELEVATIONSCALE: 3/8"=1'-0"
22'-0" 14'-0"3'-0"
ANDERSEN 200 SERIES
DOUBLE HUNG WINDOWS
8" SOFFIT
1X6 CORNER BOARD
4" clapboard SIDING
WOOD-TONE COLUMNS
A2.3
PR
OP
OSED
rig
ht s
ide e
levatio
n
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
3'-0
"x6'-8"
FOYER(16'-6"x7'-9")
2 car TANDEM garage(21'-4"x13'-8")
39'-6" EXISTING 13'-6" NEW
3'-0
" NEW
22'-0
" EXIS
TIN
G
24'-0
" EXIS
TIN
G
PROPOSED FIRST FLOOR PLANSCALE: 1/4"=1'-0"
(AREA: 1,360 ft²)
36" REF.D.W.
4'-0
"
4'-0"
KITCHEN(16'-4"x15'-6")
2'-0
"12"
8' ISLAND
96"x
36"
tab
le
family room(16'-6"x19'-0")
BUILT-IN
SB
UILT-IN
S
gas log insert
fireplace
10'-0
" NEW
DRYERWASHER
2'-6"x
6'-8"
(POCK
ET)
FWG 6068
REAR PATIO(10'-0"x20'-0")
13'-6" NEW39'-6" NEW
14'-0
" NEW
4'-0
" NEW
1'-0" (E)
1'-0" (E)
FUR
NITUR
E
BENCH
PANTRY(7'-2"x7'-10")
LAUNDRY
(6'-0"x8'-0")
MUDROOM(8'-10"x7'-10")
2'-8"x
6'-8
"
DINING AREA(16'-4"x15'-6")
10'x7.5' OVERHEAD DOOR
1'-0
"
H/S
S/
CO
new dropped beam above
A
A7
A7
A
utility
5'-0" c.o.
3'-0
" c.o
.2'-4"x
6'-8"
2'-4"x
6'-8"
COAT
closet
2'-6"x
6'-8
"
(2) 2'-0"x6'-8"
(2) 2'-0
"x6'-8" UTILITY
(4'-10"x5'-8")
1/2 BATH
(5'-0"x8'-0")
60" VANITY
FUR
NITUR
E
8'-2"
4'-3"
UP
16 R
ISER
S
USE 9
1 4"
TR
EAD
S
4'-9
1 4"
B
A8
A8
B
2'-8"x
6'-8
"
7'-9" 9'-9" 4'-3" 5'-3" 5'-3" 4'-3" 3'-0" 6'-9" 6'-9"
6'-9"6'-9"
2'-3"
1'-9"
8'-8
1 2"
25'-3
1 2"
4'-6" 6'-5"8'-3"12'-10"7'-6"
1
2
2
4
3a B
D CB
E
B
B
8'-6"31'-6"
7'-10
"9'-2"
5'-2"
6'-4"
5'-6"
8'-1"3'-11"19'-2"
5'-10"2'-4"
17'-0
"16
'-8"
8'-7
1 2"
A3
pr
op
osed
fir
st f
loor
plan A
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
oil b
ur
ner
8'x7' OVERHEAD DOOR
2'-8"x
6'-8
"
2'-8
"x6'-8"
FUR
NACE
w/d
com
bo
2'-4"x
6'-8"
TUB
/SHOWER
(5'-0
"x2'-6")
2'-4"x
6'-8
"
2'-6"x
6'-8
"
2'-6"x
6'-8
"
2'-6
"x6'-8"
30" REF.
3'-0
"x6'-8"
(2) 2'-0
"x6'-8"
18"x
80"
R &
S
closet
R &
S
closet
R &
S
closet
linen
bedroom #1(10'-4"x13'-2")
bedroom #2(12'-8"x9'-8")
bedroom #3(9'-2"x9'-2")
living room(12'-8"x17'-4")
kitchen/dining(8'-6"x18'-0")
1 car garage(21'-4"x13'-8")
bath
utility
h.w.
40'-0" 14'-0"
2'-0
"22'-0
"
54'-0"
24'-0
"
EXISTING FIRST FLOOR PLANSCALE: 1/4"=1'-0"
(AREA: 960 ft²)
EX
A6
EX
A6
A3.1
EXIS
TIN
G f
irst f
loor
plan
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
39'-6" NEW 13'-6" NEW
29'-0
" NEW
34'-0
" NEW
PROPOSED second FLOOR PLANSCALE: 1/4"=1'-0"
(AREA: 1,738 ft²)
13'-0" NEW40'-0" NEW
6'-0
" NEW
1'-0" (e)
1'-0
"
2'-6"x
6'-8
"
(2) 3'-0"x6'-8"
2'-6"x
6'-8
"
queen
long dresser
queen
long
dr
esser
queen
long
dr
esser
master bedroom(16'-4"x14'-0")
kin
g
long
dr
esser
bedroom #2(11'-10"x14'-4")
bedroom #4(11'-8"x18'-10")
bedroom #3(16'-10"x12'-6")
S
S
S
S/
CO
SLOP
E
new flush-framed beam above
MASTER w.i.c.(4'-4"x13'-4")
A
A7
A7
A
1'-0" (e)
fiber
glass
SHOWER(5'-0"x3'-0")
SOAKING TUB(2'-6"x5'-8")
72"
VANITY
30" VAN.
54"
VANITY
TUB
/SHOWER
(5'-0
"x2'-6")
2'-6
"x6'-8"
18"x
80"
SHOWER(3'-0"x7'-0")
bench
2'-4"x
6'-8
"
2'-4"x
6'-8
"linen
2'-4"x
6'-8
"
POST
S
2'-4"x
6'-8"
open to below
2'-4"x
6'-8"
linen
master bath(11'-10"x10'-0")
h. b
ath
(7'-0
"x8'-0
")
bath(5'-0"x8'-0")
2'-6"x
6'-8
"
w.i.c(6'-4"x5'-2")
S/
CO
(2) 2'-6"x
6'-8"
(2) 2'-6"x6'-8"
ROD & SHELF
CLOSET
ROD
& S
HELF
CLOSET
OFFICE(10'-10"x12'-6")
FWG 6068
2'-6
"x6'-8"
UPPER DECK(10'-0"x13'-6")
S
B
A8
A8
B
7'-9" 9'-9" 9'-6" 9'-6" 3'-0" 6'-9" 6'-9"
6'-9"6'-3"
3'-4"
10'-0
"
7'-6" 8'-10"13'-5"10'-3"
SLOP
E
6'-0
"23'-0
"
10'-0
"10
'-8"
pull
down
staircase
4
FG
H GF
G
FJF
G
G
G
14'-8" 10'-4"
12'-4"
2'-8"
13'-2"14'-10"7'-4"3'-0"14'-8"
7'-8"5'-6"
5'-10"2'-6"12'-0"4'-10"14'-8"
13'-2"8'-4"12'-0"5'-6"14'-0" 7'-0
"5'-4"
4'-8"
17'-0
"
12'-4"
9'-2"
3'-4"
9'-2"
5'-8"
7'-4"
8'-6"
12'-6"
15'-2"
2'-4"
11'-6"
A4
pr
op
osed
SECOND
FLOOR
PLAN
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
39'-6" NEW 13'-6" NEW
25'-0
" NEW
34'-0
" NEW
PROPOSED roof PLANSCALE: 1/4"=1'-0"
13'-0" NEW40'-0" NEW
10'-0
" NEW
1'-0" (e)
SLOP
E
A
A7
A7
A
1'-0" (e)
SLOP
E
SLOP
E
SLOPESLOPE
SLOPESLOPE
SLOPESLOPE
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
B
A8
A8
B
cricket
roof
A5
PR
OP
OSED
ROOF P
LAN
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
SLOP
E
40'-0" 14'-0"
2'-0
"22'-0
"
54'-0"
24'-0
"
EXISTING roof planSCALE: 1/4"=1'-0"
EX
A6
EX
A6
A5.1
EXIS
TIN
G R
OOF p
lan
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
124
existing roofing
7'-8
1 2"
4'-5"
B.O. JOIST
1ST FLOOR
T.O. JOIST
T.O. RIDGE
4'-6"
B.O. WALL
(E) CONCRETE
FOUNDATION WALL
GRADE
2x4 STUDS @ 16" O.C.
existing CONCRETE SLAB
(E) PLYWOOD SHEaThING
TYPICAL BUILDING WRAP
6'-8"
R.O
.
existing building SECTIONSCALE: 1/2"=1'-0"
EXISTING 2X6 CEILING JOISTS
EXISTING RIDGE BOARD
FAMILY ROOM(14'-6"X17'-6")
KITCHEN(10'-6"X10'-8")
24'-0"
GRADE
LAP
EXIST
ING RAFTERS
ties
EXISTING RAFTERS
4'-0
" M
IN.
BELOW G
RAD
E
ASSUMMED
A6
EXIS
TIN
G B
UILD
ING
SECTIO
N
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
8'-10
3 4"
8'-5
1 2"
B.O. JOIST
1ST FLOOR
T.O. JOIST
T.O. RIDGE
4'-6"
B.O. WALL
(E) CONCRETE
FOUNDATION WALL
GRADE
2x6 STUDS @ 16" O.C.
existing CONCRETE SLAB
NEW PLYWOOD SHEaThING
TYPICAL BUILDING WRAP
6'-8"
R.O
.
PROPOSED building SECTION "A-A"SCALE: 3/8"=1'-0"
family room(16'-6"x19'-0")
DINING AREA(16'-4"x15'-6")
24'-0" EXISTING
GRADE
4'-0
" M
IN.
BELOW G
RAD
E
ASSUMMED 2-#4 T&B
(TYP.)
DAMP PROOF
FOUNDATION WALL
BELOW GRADE
10" CONCRETE
FOUNDATION WALL
4" CONCRETE SLAB
ON 6" COMPACTED GRAVEL
NEW
new RIDGE BOARD
NEW 9 12" I-JOISTS @ 16" O.C.
2X6 TIES @32" O.C
new
2x12 R
AFTER
S
attic/storage
bedroom #4(11'-8"x18'-10")
1/2" PLYWOOD SHEATHING
TYPICAL BUILDING WRAP
H2.5A (SIMPSON)
HURRICANE TIE
(TYP.)
R-21 INSULATION
R-49
INSULATION
10'-0" NEW
new 2x12 RAFTER
S
w.i.c.(4'-4"x13'-4")
master bedroom(16'-4"x14'-0")
6'-9
1 4"
R.O
.
LAP
12
8
ASPHALT SHINGLES ON
15# FELT ON
5/8" CDX PLYWOOD
7-16d FACE NAILS (TYP.)
EACH END & SPLICING
(SEE DETAILS C & D)JOIST HANGERS
(BOTH SIDES)
8'-11 2"
B.O. JOIST
T.O. JOIST
NEW 2X10 CEILING JOISTS @ 16" O.C.
2x6 STUDS @ 16" O.C.
perimeter lvl
see detail "f"
1X6 CORNER BOARD
17'-0" 17'-0"
B.O. TIES
T.O. TIES
2'-2
1 2"
12" ∅ THREADED J RODS
4'-0" O.C (TYP)
GC TO VIF 12" ∅ J ROD @4'-0" O.C.
IF NOT AVAILABLE GC TO INSTALL NEW
12"∅ THREADED RODS @ 4'-0"
EPOXY GROUTED IN 6" PREDRILLED HOLES
TYP. AT EXISTING FOUNDATIONS
12" THREADED RODS
@ 4'-0" OC. 1'-0" LONG
EPOXY GROUTED IN 4"
PREDRILLED HOLES (TYP)
A7
PR
OP
OSED
BUILD
ING
SECTIO
N "
A-A"
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
8'-10
3 4"
6'-5
1 2"
B.O. JOIST
1ST FLOOR
T.O. JOIST
T.O. RIDGE
4'-6"
B.O. WALL
(E) CONCRETE
FOUNDATION WALL
GRADE
2x6 STUDS @ 16" O.C.
existing CONCRETE SLAB
NEW PLYWOOD SHEaThING
TYPICAL BUILDING WRAP
PROPOSED building SECTION "B-B"SCALE: 3/8"=1'-0"
2 car TANDEM garage(21'-4"x13'-8")
22'-0" EXISTING
GRADE
4'-0
" M
IN.
BELOW G
RAD
E
2-#4 T&B
(TYP.)
DAMP PROOF
FOUNDATION WALL
BELOW GRADE
10" CONCRETE
FOUNDATION WALL
4" CONCRETE SLAB
ON 6" COMPACTED GRAVEL
new RIDGE BOARD
NEW 2X8 PT JOISTS @ 16" O.C.
2X6 TIES @32"O.C
attic/storage
bedroom #3(16'-10"x12'-6")
1/2" PLYWOOD SHEATHING
TYPICAL BUILDING WRAP
NEW LVL BEAM
R-21 INSULATION
R-49
INSULATION
14'-0" NEW
new 2x10 R
AFTERS
UPPER DECK(10'-0"x13'-6")
6'-9
1 4"
R.O
.
LAP
12
8
ASPHALT SHINGLES ON
15# FELT ON
5/8" CDX PLYWOOD
7-16d FACE NAILS (TYP.)
EACH END & SPLICING
8'-11 2"
B.O. JOIST
T.O. JOIST
NEW 2X10 CEILING JOISTS @ 16" O.C.
2x6 STUDS @ 16" O.C.
H2.5A (SIMPSON)
HURRICANE TIE
(TYP.)
4'-0
" M
IN.
BELOW G
RAD
E
2-#4 T&B
(TYP.)DAMP PROOF
FOUNDATION WALL
BELOW GRADE
7'-6"
OVER
HEAD
DOOR
3'-0" NEW
new
2x10
RAFT
ERS
NEW 9 12" I-JOISTS @ 16" O.C.
OFFICE(10'-10"x12'-6")
13'-0" 13'-0"3'-0" 10'-0"
1'-6
1 2"
B.O. TIES
T.O. TIES
NEW HANGERS
12"∅ THREADED J RODS
4'-0" O.C (TYP)
12"∅ THREADED RODS
@ 4'-0" OC.
1'-0" LONG
EPOXY GROUTED
IN 4" PREDRILLED HOLES (TYP)
A8
PR
OP
OSED
BUILD
ING
SECTIO
N "
B-B
"
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed 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 WITH
NEW 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 WITH
NEW 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
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
SIMPSON CONN.
TYPICAL ALL
1x8
GUTTER
H2.5A (SIMPSON)
6 PITCH (2X8 RAFTERS)
2X6 CEILING JOISTS
9-1/4"
7"-8" ∅ COLUMN
6x6 P.T. POST
4" CONCRETE SLAB FOR LANDING
DETAIL "G"SCALE: 1-1/2"=1'-0"
GRADE
NEW solid 312x14" LVL
AROUND THE PERIMETER
new 1/4" ∅ 8" LONG
timberlocks @ 6" o.c.
new existing
stud wall
new plywood/osb to be
spliced on lvl beam on perimeter
DETAIL "f"SCALE: 112"=1'-0"
new 2x10 floor joists @ 16" o.c.
new 1/4" ∅ 8" LONG
timberlocks @ 6" o.c.
A10
DETAIL S
ECTIO
NS "
f"
and
"g
"
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
#4@18" L=8'-0"
WWF
DETAIL "1"SCALE: 3"=1'-0"
(2) #4 T&B (TYP.)
COMPACTED STRUCTURAL FILL
BITUMINOUS CONCRETE PAVING TOWARDS
4"
(MIN
.) S
LAB
DOORS
OVERHEAD
SLOPE SLAB
10"
1'-0
"
A11
FOUND
ATIO
N d
etail "
1"
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
A12
SHEAR
WALL D
ETAILS
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
OFA12
PROPOSED FOUNDATION planSCALE: 1/4"=1'-0"
EXISTING CONCRETE
foundation WALLS
LINE OF new 10" CONCRETE
WALL 4' -0" MIN BELOW GRADE
ASSUMED FOOTING
POST UP
POST UP
NEW P
OST UP
NEW P
OST UP
NEW P
OST UP
POST
POST
39'-6" EXISTING 13'-6" NEW
3'-0
" NEW
22'-0
" EXIS
TIN
G
24'-0
" EXIS
TIN
G10
'-0
" NEW
13'-6" NEW39'-6" NEW
14'-0
" NEW
4'-0
" NEW
1'-0" (E)
1'-0" (E)
LINE OF new patio ABOVE
A
A7
A7
A
B
A8
A8
B
12"Dx24"W CONC. FOOTINGS
SEE SECTIONS
10" CONCRETE FOUNDATION
WALLS TO 4'-0" BELOW GRADE
MINIMUM
PITCH FLOOR
TO DOORS
1/8" PER FT.SLOP
E
SLOP
E
DROP FOUNDATION TO UNDERSIDE
OF SLAB AT DOORS
BLOCK OUT FOR
10'-0" DOOR (TYP.)
1
A11
4" CONCRETE SLAB
w/6"x6" W 2.9X2.9 WELDED
WIRE MESH ON 6"
COMPACTED GRAVEL BED
(TYP)
drop fnd. at door
NEW #5 REBAR 2'-6" LONG
@ 12" O.C. EPOXY GROUTED
IN 6" MIN. EMBEDMENT
IN CONCRETE WALLS (TYP.)
NEW #5 REBAR 2'-6" LONG
@ 12" O.C. EPOXY GROUTED
IN 6" MIN. EMBEDMENT
IN CONCRETE WALLS (TYP.)
NEW 30"X30"X12"
DP ftg
19'-4" 3'-11" 8'-1" 8'-4"
NEW 24"X24"X12" DP FTG
1
1
1
1
1
4" CONCRETE SLAB
4" Concrete SLAB
NOTE:
INDICATES LOCATION OF HDU2-SDS2.5
W/ 2J5 UP. USE 58" ∅ THREADED ROD
EPOXY GROUTED IN 6"PREDRILLED HOLE
1
section 1-1SCALE: N.T.S
1
1
OF
S1
pr
op
osed
FOUND
ATIO
N P
LAN
S5
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
40'-0" 14'-0"
2'-0
"22'-0
"
54'-0"
24'-0
"
EXISTING FOUNDATION planSCALE: 1/4"=1'-0"
EXISTING CONCRETE
foundation WALLS
LINE OF LANDING ABOVE
LINE OF BOX-OUT WINDOW ABOVE
OIL BURNER
CONCRETE PAD
ASSUMMED FOOTING (V.I.F.)
EX
A6
EX
A6
S1.1
EXIS
TIN
G F
OUND
ATIO
N p
lan
OFS5
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
39'-6" EXISTING 13'-6" NEW
3'-0
" NEW
22'-0
" EXIS
TIN
G
24'-0
" EXIS
TIN
G10
'-0
" NEW
13'-6" NEW39'-6" NEW
14'-0
" NEW
4'-0
" NEW
1'-0" (E)
1'-0" (E)
1'-0
"
A
A7
A7
A
B
A8
A8
B
lam 3
12
"x5
14"
4x4 D
F
lam 3
12""x7"
LAM 3
12"X
7"
new 3JS
new W8X40 OR 4-16" LVL
19'-4" 3'-11" 8'-1" 8'-4"
new 2-10" LVL
new 2-10" LVL new 2-10" LVL
new 4-10"LVL beam
2-10
" LVL
2-10
" LVL
PROPOSED SECOND FLOOR FRAMING PLANSCALE: 1/4"=1'-0"
new 9 12" TJI230 @ 16" O.C. (typ uno)
new 2x8 deck @ 16" O.C.
3-2X8 3-2X12 3-2X12 3-2X6
NEW 2-2X8
3-2X8
2-R
OOF
3-2X6
new 2-10"LVL beam
VIF 2-2X6
2-2X10 PT
NEW 2-2X8
ne
w 2JS
2JS
2-2x8
new 2JS
new 2JS
POST up
POST up
POST up 2JS
4-2x4 FLAT plates CONTINUOUS
new 2x6 ceiling joists @ 16" O.C.
NEW LOW ROOF
2KS
1JS2KS
1JS2K
S
1JS
SW1
SW2
SW1
SW1 SW1
SW1
2
new 2JS(2X6)
new 3JS
2JS
1JS
2KS 1JS
2KS
2
2
22K
S1JS
2KS
1JS 2KS
1JS 2K
S1JS 2KS
1JS
SHEAR WALL SCHEDULE:
ALL EXTERIOR WALLS ARE SHEAR
WALLS:
SW 1716" plywood/ osb. blocked
8 @ 6" O.C. AT EDGES
&IN FIELD
SW 2716" PLYWOOD/OSB BLOCKED
8 @ 4" O.C. AT EDGES
8 @ 6" IN FIELD
NOTE:
INDICATES LOCATION OF HDU2-SDS2.5
W/ 2J5 UP. USE 58" ∅ THREADED ROD
EPOXY GROUTED IN 6"PREDRILLED HOLE
INDICATES LOCATION OF CS22 W/2JS.2
1
OF
S2
pr
op
osed
second
FLOOR
FR
AM
ING
PLAN
S5
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
PROPOSED CEILING FRAMING PLANSCALE: 1/4"=1'-0"
39'-6" NEW 13'-6" NEW
25'-0
" NEW
34'-0
" NEW
13'-0" NEW40'-0" NEW
10'-0
" NEW
1'-0" (e)
A
A7
A7
A
1'-0" (e)
B
A8
A8
B
2JS
2JS
2JS
new 2x10 ceiling joists @ 16" O.C. (typ uno)
pull
down
staircase
new 2
-2X10
NEW 2
-2X10
new bearing wall
2-12" LVL
2-2X102-12" LVL OR 4-10" LVL new 2x8 rafters
@ 16" o.c.
3-2X8
2-2X8 2-2X10
2-2X10
new 2x8 ceiling joists @ 16" O.C.
3-2X8
3-2X103-2X83-2X10
3-2X8
3-2X10 3-2X6 (TYP UNO)
NEW LOW ROOF BELOW
6X6 PT POST6X6 PT POST
2-2X10 PT
SW1 SW1
SW1
SW1
SW1
SW1
2JS
2-2X1O
BEAM NOTES:
x - 6" lvl indicates # OF x - 134" x 5 12" lvl beam
x - 8" lvl indicates # OF x - 134" x 7 14" lvl beam
x - 10" lvl indicates # OF x - 134" x 9 14" lvl beam
x - 12" lvl indicates # OF x - 134" x 1178" lvl beam
x - 14" lvl indicates # OF x - 134" x 14" lvl beam
x - 16" lvl indicates # OF x - 134" x 16" lvl beam
OF
S3
pr
op
osed
ceilin
g F
RAM
ING
PLAN
S5
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS
39'-6" NEW 13'-6" NEW
25'-0
" NEW
34'-0
" NEW
13'-0" NEW40'-0" NEW
10'-0
" NEW
1'-0" (e)
A
A7
A7
A
1'-0" (e)
B
A8
A8
B
PROPOSED ROOF FRAMING PLANSCALE: 1/4"=1'-0"
new 2x12 rafters @ 16" O.C. (typ uno)
2-2x12
1-2x12 f
lat
2x12 continuous ridge board
2-2x12
1-2x
12 fla
t
1-2x
12 fla
t 1-2x12 f
lat
2x12 continuous ridge board
cricket
roof
2x10
RAFTER
S @
16"
o.c
.
2x10
RAFTER
S @
16"
o.c
.
2x10
RAFTER
S @
16"
o.c
.
OF
S4
pr
op
osed
roof F
RAM
ING
PLAN
S5
PR
OJECT:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
DESCR
IPTIO
ND
ATE
REVIS
ION
TITLE:
CCOPYRIGHT 2020 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..
BR
AIN
TR
EE M
A, 0
218
4
12 N
ICHOLAS R
OAD
jin
g z
heng
PB
8/3/2020
AS NOTED
per
mit s
et -
8/3
/20
20
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 plans
requiring rockwood design inc.
to acquire structural redesign for
building department sign-offs will be
billed to client on an hourly basis.
PLEASE REFER TO ENGINEERING PACKET
FOR ALL STRUCTURAL DETAILS