S4 FRAME3 - Braintree, MA

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

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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

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%%uRockwood

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Marshfield, MA 02050

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Phone: (781)-837-3140

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1020 Plain Street - Suite 320

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%%uDesign, Inc.

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Fax: (781)-837-3126

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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

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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..

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___ BY _________ ENGINEERING, LLC _________ ENGINEERING, LLC __/2020 FOR ADDITIONAL NOTES AND DETAILS

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Fax: (781)-837-3126

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CHK

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Fax: (781)-837-3126

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REVDATE

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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

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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"

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%%uRockwood

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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

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%%uDesign, Inc.

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%%uRockwood

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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

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PB

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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

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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:

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jin

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PB

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OFA12

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%%uRockwood

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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:

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TITLE:


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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:

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DATE:

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TITLE:


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OFA12

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%%uRockwood

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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

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TITLE:


BR

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12 N

ICHOLAS R

OAD

jin

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PB

8/3/2020

AS NOTED

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/20

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OFA12

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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:


BR

AIN

TR

EE M

A, 0

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4

12 N

ICHOLAS R

OAD

jin

g z

heng

PB

8/3/2020

AS NOTED

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mit s

et -

8/3

/20

20












OFA12

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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

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REVIS

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TITLE:


BR

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A, 0

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12 N

ICHOLAS R

OAD

jin

g z

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PB

8/3/2020

AS NOTED

per

mit s

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/20

20












OFA12

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%%uRockwood

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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



NEW PLYWOOD SHEaThING


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


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.


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:


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












OFA12

AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

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%%uRockwood

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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



NEW PLYWOOD SHEaThING


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


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.


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:


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












OFA12

AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

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Phone: (781)-837-3140

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%%uRockwood

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(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:


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__" LVL BOLTED TOGETHER WITH

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Fax: (781)-837-3126

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%%uDesign, Inc.

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Phone: (781)-837-3140

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%%uRockwood

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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

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TITLE:


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OFA12

AutoCAD SHX Text

Fax: (781)-837-3126

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%%uDesign, Inc.

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Phone: (781)-837-3140

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%%uRockwood

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#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:

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OFA12

AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

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Phone: (781)-837-3140

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%%uRockwood

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A12

SHEAR

WALL D

ETAILS

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

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REVIS

ION

TITLE:


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OFA12

AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

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Phone: (781)-837-3140

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%%uRockwood

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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


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:


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AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

AutoCAD SHX Text


AutoCAD SHX Text

Phone: (781)-837-3140

AutoCAD SHX Text


AutoCAD SHX Text

%%uRockwood

AutoCAD SHX Text


AutoCAD SHX Text


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

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TITLE:


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AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

AutoCAD SHX Text


AutoCAD SHX Text

Phone: (781)-837-3140

AutoCAD SHX Text


AutoCAD SHX Text

%%uRockwood

AutoCAD SHX Text


AutoCAD SHX Text



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:

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IPTIO

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TITLE:


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AutoCAD SHX Text

d @ 6" O.C. AT EDGES d @ 4" O.C. AT EDGES d @ 6" IN FIELD

AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

AutoCAD SHX Text


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Phone: (781)-837-3140

AutoCAD SHX Text


AutoCAD SHX Text

%%uRockwood

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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 - 12" lvl indicates # OF x - 134" x 1178" 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:


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












AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

AutoCAD SHX Text


AutoCAD SHX Text

Phone: (781)-837-3140

AutoCAD SHX Text


AutoCAD SHX Text

%%uRockwood

AutoCAD SHX Text


AutoCAD SHX Text


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:


BR

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A, 0

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12 N

ICHOLAS R

OAD

jin

g z

heng

PB

8/3/2020

AS NOTED

per

mit s

et -

8/3

/20

20












AutoCAD SHX Text

Fax: (781)-837-3126

AutoCAD SHX Text

%%uDesign, Inc.

AutoCAD SHX Text


AutoCAD SHX Text

Phone: (781)-837-3140

AutoCAD SHX Text


AutoCAD SHX Text

%%uRockwood

AutoCAD SHX Text


AutoCAD SHX Text


S4 FRAME3 - Braintree, MA

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Transcript of S4 FRAME3 - Braintree, MA