email: [email protected] 34 valley beach avenue hull, …

DESIGNER:

BAKER ARCHITECTURAL DESIGN

86 CEDAR STREET

BRAINTREE, MA 02184

Phone: (781)-858-1473

Email: [email protected]

COPYRIGHT 2021 BY BAKER ARCHITECTURAL DESIGN, THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF BAKER ARCHITECTURAL DESIGN. 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 BAKER ARCHITECTURAL DESIGNC

OWNER:

STRUCTURAL

ENGINEER:

PROGRESS PRINT: NOT FOR CONSTRUCTION

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CORCORAN & FERRENTINO RESIDENCE34 VALLEY BEACH AVENUE

HULL, MA 02045

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34 VALLEY BEACH AVENUE

HULL MA, 02045

CELL: (617)-842-3189

EMAIL: [email protected]

LARRY CORCORAN & LYNDA FERRENTINO

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

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%%UBAKER

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BRAINTREE MA, 02184

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PHONE: (781)-858-1473

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86 CEDAR STREET

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%%UARCHITECTURAL DESIGN

DENOTES PROPOSED

FOUNDATION WALL ATOP FOOTING

FOUNDATION NOTES/LEGEND:

1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"

BOOKLET NO. 21-___ BY _________ ENGINEERING, llc

DATED april/__/2021 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

FRAMING NOTES/LEGEND:

1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"

BOOKLET NO. 21- BY ENGINEERING, LLC

DATED april/ /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

WINDOW SCHEDULEQUANTITY ID LETTER MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS

COMMENTSROUGH OPENINGTYPEMODELMANUFACT.ID LETTERQUANTITY

EXTERIOR DOOR SCHEDULE

2

ENGINEER

DENOTES DETAIL IN "STRUCTURAL ELEMENTS"

BOOKLET BY STRUCTURAL ENGINEER

DENOTES PROPOSED LOW

FOUNDATION WALL w/2x6 STUD WALL ATOP

PROPOSED SQUARE FOOTAGE NOTE:

FIRST FLOOR LIVING AREA = 1,137 ft²SECOND FLOOR LIVING AREA = 920 FT²ATTIC FLOOR LIVING AREA = 432 FT²

TOTAL LIVING AREA: = 2,489 FT²

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

(WINDOWS SHOWN FOR ESTIMATING AND PERMITTING ONLYFINAL ORDER TO BE VERIFIED AND APPROVED BY OWNER)

DRAWING INDEX:

A0 COVER PAGE

A1 NOTES and LEGENDS

A2 PROPOSED REAR ELEVATION

A2.2 PROPOSED RIGHT SIDE ELEVATION

A2.3 PROPOSED LEFT 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 ATTIC FLOOR PLAN

A5.1 EXISTING ATTIC FLOOR PLAN

A6 PROPOSED ROOF PLAN

A6.1 EXISTING ROOF PLAN

A7 PROPOSED BUILDING SECTION "A-A"

a8 proposed building section "B-B"

A9 CUPOLA DETAIL

A10 SHEAR WALL DETAILS

S1 PROPOSED FOUNDATION PLAN

S1.1 EXISTING FOUNDATION PLAN

S2

S3

S4

S5

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.

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.

POST UP:

SEE FRAMING PLAN

OF FLOOR ABOVE

FOR TYPE AND SIZE

LAMINATED POST

DOUGLAS FIR

POST SIZE

4x4 D

F POST

POST UP

LAM

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

FRAMING NOTES:

1. ALL FRAMING LUMBER SHALL BE S.P.F. (SPRUCE-PINE-FIR) GRADE N1/N2 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. PARALLAM (LAM) POSTS SHALL HAVE AN ALLOWABLE COMPRESSION STRESS 2900 PSI AND A

MODULUS OF ELASTICITY OF 2,000,000 P.S.I.

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.

OF

A1

NOTES A

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CCOPYRIGHT 2021 BY BAKER ARCHITECTURAL DESIGN THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF BAKER ARCHITECTURAL DESIGN. 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 BAKER ARCHITECTURAL DESIGN.


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___ BY _________ ENGINEERING, LLC _________ ENGINEERING, LLC __/2021 FOR ADDITIONAL NOTES AND DETAILS

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86 CEDAR STREET

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PHONE: (781)-858-1473

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BRAINTREE, MA 02184

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%%UBAKER

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GRADE

GRADE

TW 2442TW 2442

TW 24310TW 24310

24'-0" new 5'-6" existing

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

TW 24310

A2

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86 CEDAR STREET

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PHONE: (781)-858-1473

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BRAINTREE, MA 02184

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%%UBAKER

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GRADE

GRADE

EXISTING

TW 2442TW 2442

TW 2432

TW 2442

TW 24310

EXISTING

EXISTING

9'-10" EXISTING 12'-4" EXISTING9'-4" NEW 18'-0" new

PROPOSED RIGHT SIDE ELEVATIONSCALE: 3/8"=1'-0"

1210

5'-0" NEW

A2.1

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BRAINTREE, MA 02184

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%%UBAKER

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GRADEGRADE

EXISTINGTW 24310

13'-0" NEW 28'-6" EXISTING18'-0" new

PROPOSED LEFT SIDE ELEVATIONSCALE: 3/8"=1'-0"

12

10

TW 2442TW 2442TW 2442

TW 24310 TW 24310 TW 24310 TW 24310

C23

TW 2442 TW 2442

A2.2

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BRAINTREE, MA 02184

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%%UBAKER

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FWG 6068

36" REF.

3'-0

"X6'-8"

D.W.

2'-4"x

6'-8

"

2'-0

"x6'-8"

up

13r

DINING ROOM(17'-4"x10'-6")

living ROOM(11'-6"x12'-6")

foyer(5'-6"x12'-6")

covered porch

KITCHEN(13'-10"x12'-8")

closet

9'-10" EXISTING 12'-4" EXISTING

12'-6" EXISTING24'-0" EXISTING

18'-0

" EXIS

TIN

G8'-0

" NEW

proposed FIRST FLOOR PLANSCALE: 3/8"=1'-0"

HALF

WALL

2'-8

"x6'-8"

9'-4" NEW

2'-8"x

6'-8

"

closet

COAT

HOOKS

GAS L

OG

w/ tv a

bove

bench o

r b

uilt-in

sb

ench o

r b

uilt-in

s

6'-6"

c.o

.

5'-8"

c.o

.

2'-8" c.o.

2'-6"

c.o

.

mudroom(7'-6"x8'-4")

LAND

ING

(4'-6"x

5'-0

")

land

ing

(4'-6"x

3'-4")

family room(19'-0"x17'-0")

up 15 RISERS

USE 914" TREADS

6'-6"

c.o

.

5'-0" island

2'-6"X

6'-8

"

dn

13r

3'-0" c.o.

18'-0" new

24'-0

" new

18'-0" new

new

railing

S/

CO S/

CO

S/

CO

2'-6"

NEW

DOG PEN(4'-6"X9'-0")

3'-10

"12'-4"

7'-10

"

3'-0"12'-0"3'-0"4'-8" 4'-8"

9'-0" 9'-0"

2'-4"

2'-2"

A

A7

B

A8

B

A8

2'-4"x

6'-8

"

5'-0" NEW

3'-6"

NEW

4'-6"

NEW

7'-0

" NEW

7'-0

" EXIS

TIN

G

5'-10"6'-8"

A3

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fir

st f

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BRAINTREE, MA 02184

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%%UBAKER

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FWG 6068

36" REF.

3'-0

"X6'-8"

2'-8

"x6'-8"

D.W.

2'-4"x

6'-8

"

2'-0

"x6'-8"

working island

up

13r


living ROOM(11'-6"x12'-6")

foyer(5'-6"x12'-6")

covered porch

KITCHEN(13'-10"x12'-8")

pantry(9'-4"x6'-2")

deck(8'-0"x8'-0")

closet

23'-8" EXISTING 13'-4" EXISTING 6'-6" EXISTING

10'-0

" EXIS

TIN

G2'-0

" (E

)2'-6"

(E)

6'-6" EXISTING13'-0" EXISTING24'-0" EXISTING

18'-0

" EXIS

TIN

G3'-6"

(E)

7'-0

" EXIS

TIN

G

EXISTING FIRST FLOOR PLANSCALE: 3/8"=1'-0"

(AREA: 687 FT²)

HALF

WALL

3'-4"

c.o

.

5'-8"

c.o

.

2'-8" c.o.

2'-6"

c.o

.

2'-8"

c.o

.

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:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


12'-6" EXISTING8'-8" EXISTING

dn 15 RISERS

USE 914" TREADS

18'-0" new

up

13r

3'-0" (E)

24'-0" EXISTING

18'-0

" EXIS

TIN

G4'-6"

(E)

proposed SECOND FLOOR PLANSCALE: 3/8"=1'-0"

12'-4" EXISTING

SHOWER(4'-2"x3'-0")

2'-6

"X6'-8"

2'-6

"X6'-8"

2'-0

"x6'-8"

30" VAN.

(2) 2'-0

"x6'-8"

BEDROOM #4(8'-6"x10'-2")

BEDROOM #3(8'-6"x11'-6")BEDROOM #2

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

HOUSE BATH(4'-2"x11'-8")

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOPE

SLOPE

SLOP

E

SLOP

E

CLOSET

SOAKING TUB(3'-0"x5'-6")

3'-0" c.o.

60

" VANITY

SHOWER(3'-0"x6'-0")

bench

KIN

G

2'-4"x6'-8"

(POCKET)

2'-4"x

6'-8"

(POCK

ET)

LONG

DR

ESSER

master BEDROOM(14'-4"x10'-8")

master w.i.c.(4'-4"x9'-6")

master

bath(14'-4"x6'-0")

SLOP

E

24'-0

" new

18'-0" new12'-6" EXISTING

S

S

S

S

S/

CO

S/

CO

24'-0

" NEW

2'-6"

10'-4"

4'-6"

3'-0"15'-0"

3'-6" 8'-10" 5'-8"

A

A7

B

A8

B

A8

SLOP

E

SLOP

E

2'-6"x6'-8"

(POCKET)

2'-8

"x6'-8"

W/D

stack

linen

6'-8"

A4

PR

OP

OSED

SECOND

FLOOR

PLAN

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


up

13r

3'-0" (E) 8'-8" EXISTING

4'-6"

(E)

24'-0" EXISTING

18'-0

" EXIS

TIN

G4'-6"

(E)

18'-0

" EXIS

TIN

G

EXISTING SECOND FLOOR PLANSCALE: 3/8"=1'-0"

(AREA: 488 FT²)

12'-4" EXISTING

SHOWER(4'-2"x3'-0")

2'-6

"X6'-8"

2'-6

"X6'-8"

2'-0

"x6'-8"

30" VAN.

(2) 2'-0

"x6'-8"

BEDROOM #3(8'-6"x10'-2")

BEDROOM #2(8'-6"x11'-6")BEDROOM #1

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

HOUSE BATH(4'-2"x11'-8")

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOPE

SLOPE

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOPE

CLOSET

A4.1

EXIS

TIN

G S

ECOND

FLOOR

plan

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


DN

13r

24'-0" EXISTING

18'-0

" EXIS

TIN

G4'-6"

(E)

proposed ATTIC FLOOR PLANSCALE: 3/8"=1'-0"

24'-0" EXISTING

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOPE

SLOPE

2'-6

"X6'-8"

2'-6"X

6'-8

"

2'-6"X

6'-8

"

2'-4"x

6'-8"

CLOSETCLOSET

SLOP

E

SLOPE SLOPE

SLOP

E

S

S

S

S/

CO

12'-6" EXISTING 18'-0" newSLOP

E

24'-0

" new

SLOP

E

A

A7

B

A8

C

A8

B

A8

C

A8

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

18'-0" new

24'-0

" NEW

SLOP

E

SLOP

E

12'-6" EXISTING

A5

PR

OP

OSED

ATTIC

FLOOR

PLAN

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


DN

13r

3'-0" (E) 8'-8" EXISTING

4'-6"

(E)

24'-0" EXISTING

18'-0

" EXIS

TIN

G4'-6"

(E)

18'-0

" EXIS

TIN

G

EXISTING ATTIC FLOOR PLANSCALE: 3/8"=1'-0"

(AREA: 432 FT²)

12'-4" EXISTING

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOPE

SLOPE

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOPE

2'-6

"X6'-8"

2'-6"X

6'-8

"

2'-6"X

6'-8

"2'-4"x

6'-8"

CLOSETCLOSET

SLOP

E

SLOPE SLOPE

A5.1

EXIS

TIN

G A

TTIC

FLOOR

PLAN

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


3'-0" (E)

24'-0" EXISTING

18'-0

" EXIS

TIN

G4'-6"

(E)

proposed ROOF PLANSCALE: 3/8"=1'-0"

11'-10" EXISTING

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOPE

SLOPE

SLOP

E

SLOPE SLOPE

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

9'-4" EXISTING 12'-4" EXISTING 18'-0" newSLOP

E

24'-0

" new

18'-0" new12'-6" EXISTING

SLOP

E

2'-6"

NEW

A

A7

B

A8

C

A8

B

A8

C

A8

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

A6

PR

OP

OSED

ROOF P

LAN

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


3'-0" (E) 8'-8" EXISTING

4'-6"

(E)

24'-0" EXISTING

18'-0

" EXIS

TIN

G4'-6"

(E)

18'-0

" EXIS

TIN

G

EXISTING ROOF PLANSCALE: 3/8"=1'-0"

12'-4" EXISTING

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOPE

SLOPE

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOPE

SLOP

E

SLOPE SLOPE

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

A6.1

EXIS

TIN

G R

OOF P

LAN

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


DAMP PROOF FOUNDATION

WALL BELOW GRADE

4" CONCRETE SLAB

10" CONCRETE

FOUNDATION WALL

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

8'-11 2"

7'-5

3 4"

2ND FLOOR

B.O. JOIST

T.O. RIDGE

7'-9"

b.o. joist

t.o. slab

18'-0" NEW

continuous 2x12

ridge board

12

10

ASPHALT SHINGLES ON

15# FELT ON

5/8" CDX PLYWOOD

2-#4

T&B

(TYP.)

5/8" A.B.

@ 4'-0" O.C.

(TYP.)

1178" TJI

2x8 CEILING JOISTS

8'-4

1 2"

T.O. JOIST

B.O. JOIST

R-21

INSULATION

R-49 INSULATION

R-30 INSULATION

h2.5a (simpson)

(BOTH ENDS) typ.

4-16d FACE NAILS (TYP.)

(BOTH SIDES)

8'-4

1 2"+

/- M

ATCH

EXIS

TIN

G W

ALL H

T.

1178" TJI

GRADE

1st floor

GRADE

backfilling to be done after

1st floor joists and sheathing

were installed (typ.)

LINE

OF 78

" CLE

AR

LINE

OF 78

" CLE

AR

4'-0

" M

IN.

BELOW G

RAD

E

LINE OF STAIRS

14 RISERS @ 758"

13 TREADS @ 914"

LINE OF STAIRS

15 RISERS @ 738"

14 TREADS @ 914"

2x8 CEILING JOISTS2x

10 R

AFTER

S

6-16d FACE NAILS (TYP.)

(BOTH SIDES)

MASTER BEDROOM

AND BATHROOM CEILING

12'-0

" M

AX H

EIG

HT

2x10

RAFT

ERS

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:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


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

8'-11 2"

2ND FLOOR

B.O. JOIST

T.O. RIDGE

6'-5"

b.o. joist

t.o. slab

1'-11

1 2"

1st floor

2'-6"

5'-0

"

DAMP PROOF FOUNDATION

WALL BELOW GRADE

2X8 FLOOR JOISTS

GRADE

5/8" A.B.

@ 4'-0" O.C.

(TYP.)

2-#4

T&B

(TYP.)

4'-0

" M

IN.

BELOW G

RAD

E

2x8 CEILING JOISTS

2x10 RAFTERS

R-49 INSULATION

h2.5a (simpson)

typ.

R-21

INSULATION

R-30

INSULATION

(E) FLOOR JOISTS

(E) FLOOR JOISTS

(E) FLOOR JOISTS

EXISTIN

G R

AFTE

RS

6'-8"

R.O

.CRAWL SPACE

(7'-2"x13'-0")

mudroom(7'-6"x8'-4")


BEDROOM #4(8'-6"x10'-2")

8'-0" NEWEXISTING

4" CONCR. SLAB

123.5+/-

ASPHALT SHINGLES ON

15# FELT ON

5/8" CDX PLYWOOD

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:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


A10

SHEAR

WALL D

ETAILS

PR

OJECT:

CHECKED BY:

DRAWN BY:

DATE:

SCALE:

DESCR

IPTIO

ND

ATE

REVIS

ION

TITLE:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





OFA10

AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


covered porch

18'-0

" EXIS

TIN

G

PROPOSED FOUNDATION PLANSCALE: 3/8"=1'-0"

ACCESS

DOUBLE HUNGDOUBLE HUNG

DOUBLE HUNG

2'-8"x

6'-8

"

FURNACE

NEW LALLY COLUMN

WITH 24"X24"X12" DEEP FTG.

ELECTRIC PANEL

NEW LALLY COLUMN

WITH 24"X24"X12" DEEP FTG. NEW LALLY COLUMN

WITH 24"X24"X12" DEEP FTG.

up 14 RISERS

USE 914" TREADS

2'-8

"x6'-8"

DOUBLE HUNG

DOUB

LE H

UNG

NEW 10" SONO TUBE

4' MIN. BELOW GRADE

(TYP.)

9'-10" EXISTING 12'-4" EXISTING

12'-6" existing24'-0" EXISTING

8'-0

" NEW

9'-4" NEW 18'-0" new

24'-0

" new

18'-0" new

NEW FULL BASEMENT(22'-4"x16'-4")

4" CONCRETE SLAB

STEP FOOTING AS

REQUIRED TO BEAR ON

UNDISTURBED SOIL

#5 @ 12" O.C. 2'-6" LONG, EPOXY

GROUTED IN PRE-DRILLED HOLES

6" MIN. EMBEDMENT (TYP.)

12"DX24"W CONCRETE

FOOTINGS SEE SECTIONS

10" CONCRETE FOUNDATION

WALLS TO 4'-0" BELOW

GRADE MINIMUM

CRAWL SPACE(7'-2"x13'-0")

10" CONC.

FND. WALL

S/

CO

2'-6"

NEW

BLOCK-OUT

EXISTING WINDOW

3'-10

"12'-4"

7'-10

" A

A7

B

A8

B

A8

5'-0" NEW

3'-6"

NEW

4'-6"

NEW

7'-0

" NEW

4'-6"

new

18'-0

" EXIS

TIN

G

7'-0

" EXIS

TIN

G

DOUBLE HUNG

9'-0" 9'-0"

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:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

O

PB

4/30/2021

AS NOTED

ZB

A S

ET -

4/3

0/2

021





AutoCAD SHX Text


AutoCAD SHX Text

86 CEDAR STREET

AutoCAD SHX Text

PHONE: (781)-858-1473

AutoCAD SHX Text

BRAINTREE, MA 02184

AutoCAD SHX Text

%%UBAKER

AutoCAD SHX Text


covered porch

23'-8" EXISTING 13'-4" EXISTING 6'-6" EXISTING

10'-0

" EXIS

TIN

G2'-0

" (E

)2'-6"

(E)

6'-6" EXISTING13'-0" EXISTING24'-0" EXISTING

18'-0

" EXIS

TIN

G3'-6"

(E)

7'-0

" EXIS

TIN

G

EXISTING FOUNDATION PLANSCALE: 3/8"=1'-0"

(AREA: 577 FT²)

DOUBLE HUNG DOUBLE HUNG

DOUBLE HUNGDOUBLE HUNG

DOUBLE HUNG

2'-8"x

6'-8

"

2'-8

"x6'-8"

DOUB

LE H

UNG

FURNACE

TEMP LALLY COLUMN

TEMP LALLY COLUMN

TEMP LALLY COLUMN

ELECTRIC PANEL

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:



PR

OG

RESS P

RIN

T: NOT F

OR

CONSTR

UCTIO

N

HULL M

A, 0

20

45

34 V

ALLEY B

EACH A

VENUE

LAR

RY C

OR

COR

AN &

LYND

A F

ER

RENTIN

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PB

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