S-1€¦ · new (3) 2x10 new (3) 2x10 new 4x6 vl post above new 4x6 vl post above new 6x6 p.t. post...

1

A

5

B

32 4

BANCROFT STREET

30'-9" ±

43'-8

" ±

NEW 24"x24"x12"CONC. FOOTING

W/ (4) #4 BARSEACH WAY

NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY




NEW 12"ØCONC. PIER










S-2.11

S-2.13

NOTE:G.C. TO VERIFY EX'G FOUNDATION

11'-1

1 1/

4"9'

-4 1

/4"

10'-3

1/4

"6'

-9 1

/2"

5'-3

1/4

"

10'-1

1 1/

4"6'

-0 1

/2"

8'-5

1/4

"6'

-1 3

/4"

6'-9

1/2

"5'

-3 1

/4"

10'-5"10'-7 3/4"10'-7 3/4"


3'-9"3'

-10

1/4"

6'-1

1 1/

4"

1

A

5

B

32 4

7'-2

"

21'-1

" ±

BANCROFT STREET

22'-2

" ±

30'-9" ±

NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.

NEW

(3) 2

x10

P.T.

NEW 2x10 P.T. LEDGER NEW

(2) 2

x10

P.T.

NEW

(2) 2

x10

P.T.

NEW

(2)

2x10

P.T

.

NEW 2x10 P.T. @ 16" O.C.

NEW 4x6POST ABOVE

NEWHSS4x0.25COLUMN

NEW 4"ØLALLY

COLUMN

NEW 4"ØLALLYCOLUMN

NEW 4"ØLALLYCOLUMN

NEW 4"ØLALLYCOLUMN

NEW 4"ØLALLYCOLUMN

NEW 4x6POST ABOVE

NOTE:G.C. TO VERIFY EX'G FRAMING

NEW 4"ØLALLY

COLUMN

NEW 4"ØLALLYCOLUMN

EX'G JOISTS TO REMAINV.I.F. MIN. 2x8 @ 16" O.C.

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

) 1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEWHSS4x.025COLUMN

EX'G

JOIS

TS V

.I.F.

MIN

. 2x1

0 @

16"

O.C

.

EX'G

JOIS

TS V

.I.F.

MIN

. 2x1

0 @

16"

O.C

.

EX'G

JOIS

TS V

.I.F.

MIN

. 2x1

0 @

16"

O.C

.

NEW (3) 2x10

NEW (3) 2x10

NEW 4x6VL POST

ABOVE

NEW 4x6VL POSTABOVE

NEW 6x6P.T. POST

NEW 6x6P.T. POST

NEW 6x6P.T. POST

NEW 6x6P.T. POST

NEW (2)2x10 P.T.

NEW (2)2x10 P.T.

NEW 2x12 P.T.STRINGERS

@ 12" O.C.

7'-2

"

21'-8 3/4"

32'-1" ±

10'-2 1/4"

NEW (3) 1-34"x9-1

4"LVL HEADER

NEW (3) 1-34"x9-1

4"LVL HEADER

S-2.13

7'-2

"45

'-0"

±NEW 6x6POSTABOVE

NEW 6x6POST

ABOVE

NEW 6x6POSTABOVE

p&Com Ina y, .cnoh oC

One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715

oh oCpCom Ina y, .cn&

PROPOSED FOUNDATION PLAN1/4" = 1'-0"

1

Sheet No.

Drawing Name

No. Revision Date

Location

Project No:

Scale:

Date:

Drawn By:

S-1.1

FRAMINGPLANS

AD

DIT

ION

& R

ENO

VA

TIO

N15

BA

NC

RO

FT S

TREE

TJA

MA

ICA

PLA

IN, M

A 0

2119

18063AS NOTED11-08-19

NS

PROPOSED FIRST FLOOR FRAMING PLAN1/4" = 1'-0"

2

1

A

5

B

32 4

5'-7

" ±

BANCROFT STREET

16'-2" ±

NEW (3) 2x10 P.T.

NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.

NEW

(2) 2

x10

P.T.

NEW

(2) 2

x10

P.T.

NEW

(4) 2

x10

P.T.

NEW 2x10 P.T. LEDGER NEW

(4) 2

x10

P.T.

NEW 2x10 P.T. @ 16" O.C.

NEW 2x12 P.T.STRINGERS @ 6" O.C.

NEW (3) 2x10

NEW (3) 2x10

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

) 1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

EX'G

JOIS

TS V

.I.F.

MIN

. 2x1

0 @

16"

O.C

.

EX'G

JOIS

TS V

.I.F.

MIN

. 2x1

0 @

16"

O.C

.

EX'G

JOIS

TS V

.I.F.

MIN

. 2x1

0 @

16"

O.C

.

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

NEW 4x6VL POST

NEW 4x7VL POST

NEW 4x7VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 6x6VL POST

NEW 6x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

EX'G JOISTS TO REMAINV.I.F. MIN. 2x8 @ 16" O.C.

NEW 6x6P.T. POST

NEW 6x6P.T. POST

NEW 6x6P.T. POST

7'-2

"

21'-8 3/4"

32'-1" ±

10'-2 1/4"

NOTE:G.C. TO VERIFY EX'G FRAMING

S-2.13

NEW 4x6VL POST

45'-0

" ±

NEW 6x6POSTABOVE

NEW 6x6POST

ABOVE

NEW 6x6POSTABOVE

1

A

5

B

32 4

BANCROFT STREET

45'-0

" ±

7'-2

"

NEW (3) 2x10 P.T.

NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.

NEW

(2) 2

x10

P.T.

NEW

(2) 2

x10

P.T.

NEW

(4) 2

x10

P.T.

NEW

(4) 2

x10

P.T.

NEW 2x10 P.T. LEDGER

NEW 2x10 P.T. @ 16" O.C.

11'-7

" ±

6'-1

" ±

8'-5

" ±

6'-2

" ±

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

) 1-3 4"

x9-1 4"

LV

LN

EW (2

)1-

3 4"x9

-1 4" L

VL

NEW

2x1

0 @

16"

O.C

.

NEW

2x1

0 @

16"

O.C

.

NEW

2x1

0 @

16"

O.C

.

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW 2x8 @ 16" O.C.

NEW (3) 2x8 HEADER NEW (3) 2x8 HEADER

NEW 4x6VL POST

NEW 4x7VL POST

NEW 4x7VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 2x12 P.T.STRINGERS @ 6" O.C.

10'-1

1" ±

NEW (3) 2x10

NEW

(2) 2

x10

NEW (3) 2x10NEW

2x4

@ 1

6" O

.C.

BEA

RIN

G W

ALL

NEW

2x4

@ 1

6" O

.C.

BEA

RIN

G W

ALL

NEW

2x4

@ 1

6" O

.C.

BEA

RIN

G W

ALL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW 6x6P.T. POST

NEW 6x6P.T. POST NEW 6x6

P.T. POST

21'-8 3/4"

32'-1" ±

10'-2 1/4"

S-2.13

NEW 4x6VL POST

5'-7

" ±

NEW 6x6POST

NEW 6x6POST

NEW 6x6POST




PROPOSED SECOND FLOOR FRAMING PLAN1/4" = 1'-0"

1

Sheet No.

Drawing Name

No. Revision Date

Location

Project No:

Scale:

Date:

Drawn By:

S-1.2

FRAMINGPLANS

AD

DIT

ION

& R

ENO

VA

TIO

N15

BA

NC

RO

FT S

TREE

TJA

MA

ICA

PLA

IN, M

A 0

2119

18063AS NOTED11-08-19

NS

PROPOSED THIRD FLOOR FRAMING PLAN1/4" = 1'-0"

2

1

A

5

B

32 4

45'-0

" ±

BANCROFT STREET

21'-8 3/4"

NEW (3) 2x10 P.T.

NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.

NEW

(2) 2

x10

P.T.

NEW

(2) 2

x10

P.T.

NEW

(4) 2

x10

P.T.

NEW

(4) 2

x10

P.T.

NEW 2x10 P.T. LEDGER

NEW 2x10 P.T. @ 16" O.C.

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(2) 1

-3 4"x9

-1 4" L

VL

NEW

(2)

1-3 4"

x9-1 4"

LV

L

NEW

2x1

0 @

16"

O.C

.

NEW

2x1

0 @

16"

O.C

.

NEW

2x1

0 @

16"

O.C

.

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW

(3) 1

-3 4"x9

-1 4" L

VL

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 4x6VL POST

NEW 2x8 @ 16" O.C.

NEW (3) 2x8 HEADER NEW (3) 2x8 HEADER

NEW 1-34"x11-1

4" LVLSTRINGERS @ 12" O.C.

NEW

(3) 2

x10

NEW (3) 2x10

NEW (3) 2x10

NEW

2x4

@ 1

6" O

.C.

BEA

RIN

G W

ALL

NEW

2x4

@ 1

6" O

.C.

BEA

RIN

G W

ALL

NEW

2x4

@ 1

6" O

.C.

BEA

RIN

G W

ALL

NEW

(2)

1-3 4"

x9-1 4"

LV

LN

EW (2

) 2x8

HEA

DER

32'-1" ±

10'-2 1/4"

7'-2

"

NEW 6x6P.T. POST

NEW 6x6P.T. POST NEW 6x6

P.T. POST

S-2.13

5'-7

" ±

NEW 6x6POST

NEW 6x6POST

NEW 6x6POST

1

A

5

B

32 4

BANCROFT STREET

45'-0

" ±

NOTE:DESIGN LIVE LOAD = 0 PSFFOR FOURTH FLOOR FLAT CEILING(NO ATTIC ACCESS)

NEW

2x1

2 @

16"

O.C

.

S-2.21

32'-1" ±

20'-2" ±

38'-4

" ±

SHED

DO

RM

ER3'

-6"±

3'-6

"±




PROPOSED FOURTH FLOOR FRAMING PLAN1/4" = 1'-0"

1

Sheet No.

Drawing Name

No. Revision Date

Location

Project No:

Scale:

Date:

Drawn By:

S-1.3

FRAMINGPLANS

AD

DIT

ION

& R

ENO

VA

TIO

N15

BA

NC

RO

FT S

TREE

TJA

MA

ICA

PLA

IN, M

A 0

2119

18063AS NOTED11-08-19

NS

PROPOSED FOURTH FLOOR CEILING FRAMING PLAN1/4" = 1'-0"

2

1 532 4

BANCROFT STREET

45'-0

" ±

NEW

2x1

2 @

16"

O.C

.

NEW

2x1

2 @

16"

O.C

.

38'-4

" ±

SHED

DO

RM

ER

NEW (3) 2x12 NEW (3) 2x12

NEW (3) 2x12 NEW (3) 2x12

NEW

1-3 4"

x14"

LV

L C

ON

TIN

UO

US

RID

GE

BO

AR

D

NOTE:INSTALL SIMPSON H1 HURRICANETIE @ EACH RAFTER

NEW

2x8

CO

LALR

TIE

S @

16"

O.C

.

S-2.21

S-2.22

32'-1" ±

15'-8" ±15'-8" ±

3'-6

"±3'

-6"±




PROPOSED ROOF FRAMING PLAN1/4" = 1'-0"

1

Sheet No.

Drawing Name

No. Revision Date

Location

Project No:

Scale:

Date:

Drawn By:

S-1.4

FRAMINGPLANS

AD

DIT

ION

& R

ENO

VA

TIO

N15

BA

NC

RO

FT S

TREE

TJA

MA

ICA

PLA

IN, M

A 0

2119

18063AS NOTED11-08-19

NS

SAME SIZE AND SPACINGAS HORIZONTALREINFORCING(2 X ld LONG)

PROVIDE REGLETAT ALL VISIBLE(I.E. EXPOSED)JOINT LOCATIONS

1/2"

3/4"

3/4"

WALL REINFORCINGWATERSTOP (WHEREREQUIRED)

TYPICAL VERTICAL WALLCONTROL JOINT

CLA

SS B

SPL

ICE

WATERSTOP

STD. HOOK(1'-0" MIN.)

CLA

SS B

SPL

ICE

CLASS B SPLICE

HORIZONTALBARS

STD. HOOK(1'-0" MIN.)

CLA

SS B

SPL

ICE

NOTE:VERTICAL REINF. BARS ARENOT SHOWN FOR CLARITY

WATERSTOP

WATERSTOPHORIZONTALBARS

HORIZONTALBARS

CLASS B SPLICESTD. HOOK(1'-0" MIN.)

HORIZONTALBARS

"U" BARS

IF CONSTRUCTION JOINTEXISTS

AT CORNERS

AT CORNERS AT INTERSECTIONS AT CONSTRUCTION JOINTS AT PILASTERS

TYPICAL PLAN OF HORIZONTAL WALL REINFORCING

COL.

COL.

BUILDING PAPER WRAPON COLUMN AT SLAB

CONSTRUCTION JOINTOR CONTROL JOINT

TYPICAL COLUMN ISOLATIONJOINT DETAILSCALE: 1"=1'-0"

EXTERIOR CORNER

5-#4 TOPX4'-0" LG.

4-#4 TOPX4'-0" LG.

AT EXTERNAL

4-#4 TOPX4'-0" LG.

INTERIOR CORNER

AT INTERNAL

ADDITIONAL REINFORCINGAT THE SLAB CORNERS

4'-0

" m

in.

MIN

. 3'-0

"12

"

12" Ø CONC. PIER

SEE FOUNDATION PLANFOR FOOTING SIZE &MATT BAR QUANTITY

SIMPSON ABU 66POST BASE

(6) #5 DOWELS

GRADE

MIN. 2 TON BEARING CAPACITY

6x6 PT POST ORAS PER PLAN

#3 TIES @ 12" O.C.W/ (3) #4 @ TOP


MIN. 2 TON BEARING CAPACITY6" COMPACTED GRAVEL6 MIL POLY VAPOR BARRIER

2" RIGID INSULATION

EX'G CONC. SLAB

SPRINGFIELD PLATEW/ (4) 1/2" EPOXY ANCHORS

4" LALLY COL.

BOND BREAKLEVELING GROUT

4'-0

" m

in.

MIN

. 3'-0

"

12" Ø CONC. PIER


SIMPSON ABU 66POST BASE

(6) #5 DOWELS

GRADE

6x6 PT POST ORAS PER PLAN

#3 TIES @ 12" O.C.W/ (3) #4 @ TOP




Sheet No.

Drawing Name

No. Revision Date

Location

Project No:

Scale:

Date:

Drawn By:

S-2.1

DETAILS

AD

DIT

ION

& R

ENO

VA

TIO

N15

BA

NC

RO

FT S

TREE

TJA

MA

ICA

PLA

IN, M

A 0

2119

18063AS NOTED11-08-19

NS

TYPICAL FOUNDATION DETAILS1/2" = 1'-0"

TYPICAL CONCRETE PIER W/ FOOTING DETAIL1/2" = 1'-0"

1

TYPICAL LALLY COLUMN FOOTING DETAIL1/2" = 1'-0"

3TYPICAL CONCRETE PIER DETAIL1/2" = 1'-0"

2

FOUNDATION NOTES:1. ALL FOUNDATION FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM OF 4'-0" BELOW

FINISH GRADE, OR DEEPER, IF NECESSARY, TO OBTAIN A SAFE SOIL BEARING PRESSURE OF 2TONS PER SQUARE FOOT,FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARINGCAPACITY OF 2 TONS PER SQUARE FOOT.

2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL; OR, ON ENGINEERED BANK RUNGRAVEL FILL MATERIAL WITH A MINIMUM DRY DENSITY OF 95%.

3. ALL FOOTING SHALL BE POURED IN THE DRY ONLY. WATER SHALL NOT BE ALLOWED TOFLOW THROUGH THE DEPOSITED CONCRETE.

4. NO FOOTING SHALL BE POURED ON FROZEN GROUND. FOUNDATIONS NEED TO BEPROTECTED FROM FREEZING FOR A MIN. OF 5 DAYS AFTER THEY WERE POURED.

5. THE MINIMUM REINFORCING FOR ALL FOUNDATION WALLS SHALL BE 2-#6 BARS AT THE TOPAND BOTTOM, CONTINUOUS; OR, AS SHOWN ON DRAWINGS.

6. LAP ALL BARS 40 DIAMETERS AND PROVIDE CORNER BARS.7. ALL REINFORCEMENT: ASTM A615-60, WWF A185.

CONCRETE NOTES:1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF:- 3000 PSI FOR FOUNDATION WALL, EXTERIOR WALLS AND

OTHER VERTICAL CONCRETE SURFACES EXPOSED TO THE WEATHER.2. MAXIMUM SLUMP SHALL NOT EXCEED 3"; AND MAXIMUM; COARSE AGGREGATE SIZE SHALL

NOT EXCEED 3/4" IN DIAMETER.

REINFORCING NOTES:1. ALL REINFORCEMENT, EXCEPT FOR TIES AND STIRRUPS, SHALL CONFORM TO ASTM 615-60.2. ALL REINFORCEMENT FOR TIES AND STIRRUPS SHALL CONFORM TO ASTM 615-40.3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-70 SPECIFICATIONS.4. ALL REINFORCEMENT SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT OR HIS

ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE.5. THE CONTRACTOR SHALL SUBMIT FOUR PRINTS OF SHOP DRAWINGS: SHOWING ALL

REINFORCING DETAILS, CHAIR BARS, HIGH CHAIRS, SLAB BOLSTERS, ETC. TO THEARCHITECT FOR HIS APPROVAL. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVEDSHOP DRAWINGS FROM THE ARCHITECT OR HIS ENGINEER PRIOR TO THE FABRICATION OFREINFORCEMENT.

6. CLEARANCES OF MAIN REINFORCING FROM ADJACENT CONCRETE SURFACES SHALL BE ASFOLLOWS:A. FOOTINGS 3 INCHESB. SIDES OF FOUNDATIONS WALLS.

EXPOSED FACES OF FOUNDATIONS.SIDES OF COLUMNS/PIERS, SLABSON GRADE FROM TOP SURFACE 2 INCHES

C. INTERIOR FACES OF FOUNDATIONS,TOP REINFORCING IN SLABS EXPOSEDTO THE WEATHER 1-1/2 INCHES

D. TOP STEEL OF INTERIOR SLABS 1 INCHES7. MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE 1/4" OF SECTIONS 10" OR LESS,

1/2" FOR SECTIONS GREATER THAN 10".

STRUCTURAL STEEL NOTES:1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36

SPECIFICATIONS, EXCEPT SQUARE STEEL TUBE COLUMNS.2. ALL SQUARE STEEL TUBE COLUMNS SHALL CONFORM TO ASTM

A500, WITH A MINIMUM YIELD STRESS OF 46,000 PSI.3. ALL SHOP CONNECTIONS SHALL BE WELDED.4. FIELD CONNECTION SHALL BE MADE WITH HIGH STRENGTH

FRICTION BOLTS MEETING A325-X SPECIFICATIONS.5. ALL BOLTS SHALL BE 3/4" IN DIAMETER, OR AS NOTED ON

DRAWINGS. HOLES SHALL BE 1/16" LARGER.6. ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST

INHIBITIVE PAINT; SUCH AS TNEMEC-99, OR RUST INHIBITOR BY"MAINLINE". OR, PAINT, AS NOTED IN THE SPECIFICATIONS.

7. AFTER STRUCTURAL STEEL ERECTION IS IN PLACE, ALL EXPOSEDAREAS SHALL BE TOUCHED UP. SEE SPECIFICATIONS ON PAINTINGFOR ADDITIONAL REQUIREMENTS.

8. PROVIDE 3/4: GROUT, 3,000 PSI, AND 1/4" THICK LEVELING PLATESUNDER ALL COLUMN BASE PLATES, WITH FOUR (4) 3/4" DIAMETER x16" LONG ANCHOR BOLTS; OR AS NOTED.

9. PROVIDE A MINIMUM OF 8" BEARING ON EACH SIDE OF LINTELSAND HEADERS OVER DOORS, WINDOWS, LOUVERS, AND OPENINGS,ETC.

10. THE CONTRACTOR SHALL SUBMIT A REPRODUCIBLE SEPIA ANDFOUR PRINTS OF SHOP DRAWINGS; SHOWING ALL STRUCTURALSTEEL SIZES, CONNECTIONS AND DETAILS, TO THE ARCHITECT FORHIS APPROVAL. FABRICATION OF STRUCTURAL STEEL MEMBERSSHALL NOT BEGIN WITHOUT PRIOR WRITTEN APPROVAL BY THEARCHITECT OR HIS ENGINEER.

11. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THELATEST COMMONWEALTH OF MASSACHUSETTS BUILDING CODEAND THE STRUCTURAL STEEL INSTITUTE SPECIFICATIONS FORBUILDINGS AND BRIDGES.

LESS THAN 4'-0"

SPAN OF OPENING

UP TO 10'-0"

UP TO 6'-0"

UP TO 8'-0"

3 - 2x10

3 - 2x4

3 - 2x8

3 - 2x6

SIZE: 2x6 STUDS

2 - 2x10

SIZE: 2x4 STUDS

2 - 2x4

2 - 2x8

2 - 2x6

WOOD LINTEL SCHEDULE

AT NON-BEARING PARTITIONS

2x4 WOOD

TYPICAL SECTION AT EXTERIOR WALL

WHERE REQUIREDHORIZ BLOCKING

FLOOR JOIST

TOP PLATECONT 2-2x6SEE PLAN

OR EQUAL RIM BOARDCONT. BC VERSA RIM

WHERE REQUIRED

SEE GENERAL NOTES

HORIZ BLOCKING

3

4

"

3

4

"

CONT. TOP PLATE

PERPENDICULAR TO FRAMING(REFER TO ARCH DWGS FOR WALL LOCATIONS)

TYPICAL FRAMING

FLOORSHEATHING

SHEATHING

SHEATHING

TYPICAL POST DETAIL

2x CONTTOP PLATE

PROVIDE SOLIDBLOCKING TO MATCHPOST ABOVE AT ALL

POSTED LOCATION TYP.

CONT TOP P

PARALLEL TO FRAMING(REFER TO ARCH DWGS FOR WALL LOCATIONS)

TYPICAL FRAMING AT NON-BEARING PARTITIONS

NON-BEARING PARTITION

CLIP @ BLOCKING

STUD WALL

BLOCKING@ 32" OC

WOOD FLOOR JOISTS

NON-BEARING PARTITION

PROVIDE SIMPSON `ST C'

STUD WALL

L

GWB

CONT. 2-2x6TOP P

BLOCKING AT 32" o.c.

TYPICAL SECTION AT EXTERIOR WALL

2x6 STUD WALL

STUDS MIN. EA.

HEADER

2-2x

KIN

G S

TUD

MIN

.

2-2x

KIN

G S

TUD

MIN

.

2-2x

KIN

G S

TUD

MIN

.

OPEN

2-2x SILL

PROVIDE 1 JACK

SIDE OF OPNG.

2-2x

KIN

G S

TUD

MIN

.

2-2x TOP PLATE

TYPICAL DOOR FRAMING

2x S

TUD

BEA

RIN

G W

ALL

OPEN 2x S

TUD

BEA

RIN

G W

ALL

PROVIDE 1 JACK STUDMIN. EA. SIDE OPNG.

2-2xSOLE PLATE

TYP. WINDOW OPENING

TREATED

2-2x TOP PLATE

SEE GENERAL NOTEST&G OSB GLUE & NAIL

WOOD FLOOR JOISTSEE PLAN

NON-BEARINGPARTITION

PROVIDE SIMPSON `STC' CLIPS @ EACH JOIST

NON-BEARINGPARTITION

OR EQUAL RIM BOARDCONT. BC VERSA RIM



EXTERIOR SHEATHING

FLOOR JOIST SEE PLAN

HEADER

1-2x6TRIMMER

2-2x63-2x6

2-2x63-2x6

1-2x6TRIMMER

5-2x67-2x6

2-2x6

3-2x62-2x65-2x6

6-2x6

3-2x6 1-2x6

6"6"

HDR. DEPTHBEARING WALLS

6"HDR. DEPTH

SEE PLANSEE PLAN

4'-0" OR LESSOPNG. WIDTH

OPNG. WIDTH3'-6" OR LESS

6'-6" TO 8'-6"8'-6" TO 16'-0"

3'-6" TO 6'-6"

12"10"7'-6" TO 10'-0"

10'-0" TO 14'-0"

4'-0" TO 7'-6" 6"

NON-BEARING WALLSKING STUDS

KING STUDS

HEADER SCHEDULE (U.N.O.)

BORE 60%(MAX.)

BORE 40%(MAX.)

312" OR 51

2"11

2"Ø AT 2x4 STUDS21

4"Ø AT 2x6 STUDS

2"Ø AT 2x4 STUDS31

4"Ø AT 2x6 STUDS

312" OR 51

2"BEARING STUDS

NOTCH 40%(MAX.)

BORE 60%(MAX.)

112"Ø AT 2x4 STUDS

214"Ø AT 2x6 STUDS

2"Ø AT 2x4 STUDS31

4"Ø AT 2x6 STUDS

NON-BEARING STUDS

NOTE:PROVIDE SIMPSONHSS2 STUD SHOE ATALL STUD NOTCHES

NOTCH 25%(MAX.)

78"Ø AT 2x4 STUDS

112"Ø AT 2x6 STUDS

DOUBLE STUDS (BEARING OR NOT-BEARING)

TYPICAL CUTTING AND BORING STUD DETAIL

BEAM SPLICE ATCOL. CENTERLINE

WOOD POSTSEE PLAN

SIMPSON 'CC'COLUMN CAP

LVL BEAMSEE PLAN

SEE GENERAL NOTES T&GOSB GLUE & NAIL SEE GENERAL

NOTES T&G OSBGLUE & NAIL

NOTCH AND BORINGNOT TO OCCUR IN THESAME STUD LINE

REFER TO NAILING SCHED. TYP.

WALL COVERING MATERIAL SHALL BEOVERLAPPED AS SHOWN FOR EASYNAILING. (NAILING NOT SHOWN FORCLARITY) TYP.

SINGLE STUD MAY BEUSED AT NON-BEARINGWALLS ONLY

TYPICAL PLAN DETAILS

EXTERIORSHEATHING

WOOD POSTSEE PLAN

SIMPSON 'CC'COLUMN CAP

LVL BEAMSEE PLAN

9'-0

"±3'

-6"±

PROP 4THFLOOR ELEV

PROP CEILING

PROP ROOF

NEW 2x8 COLLAR TIES@ 16" O.C. NAILED TO2x12 RAFTERS

NEW 2x12 CEILING JOISTS@ 16" O.C. NAILED TO2x12 RAFTERS

NEW 1-34"x14 LVL RIDGE BOARD

NEW 2x12 RAFTERS @ 16" O.C.

NEW SIMPSON H1HURRICANE TIE @EACH RAFTER

NEW (2) 2x6 TOP PLATE

NEW SIMPSON H1HURRICANE TIE @EACH RAFTER

NEW (2) 2x6 TOP PLATE

NEW 2x8 COLLAR TIES@ 16" O.C. NAILED TO2x12 RAFTERS

NEW 1-34"x14 LVL RIDGE BOARD

NEW 2x12 RAFTERS @ 16" O.C.PROP ROOF

PROP CEILING

PROP 4THFLOOR ELEV

9'-0

"±3'

-6"±

LVL BEAMPER PLAN

SIMPSON LCCCOLUMN CAP

4"Ø LALLYCOLUMN

LVL BEAMPER PLANSIMPSON LCCCOLUMN CAP

4"Ø LALLYCOLUMN

NEWSIMPSON

JOISTHANGER

JOISTSPER PLAN

NEW LVLBEAM PERPLAN




TYPICAL WOOD DETAILS1/2" = 1'-0"

Sheet No.

Drawing Name

No. Revision Date

Location

Project No:

Scale:

Date:

Drawn By:

S-2.2

DETAILS

AD

DIT

ION

& R

ENO

VA

TIO

N15

BA

NC

RO

FT S

TREE

TJA

MA

ICA

PLA

IN, M

A 0

2119

18063AS NOTED11-08-19

NS

SECTION @ SHED DORMER1/2" = 1'-0"

1

SECTION @ GABLE ROOF1/2" = 1'-0"

2

TYPICAL BEAM TO LALLY COLUMN DETAILS1/2" = 1'-0"

3TYPICAL JOIST TO BEAM DETAIL1/2" = 1'-0"

4

AutoCAD SHX Text

L

AutoCAD SHX Text

1-2x6

S-1€¦ · new (3) 2x10 new (3) 2x10 new 4x6 vl post above new 4x6 vl post above new 6x6 p.t. post...

Documents

Transcript of S-1€¦ · new (3) 2x10 new (3) 2x10 new 4x6 vl post above new 4x6 vl post above new 6x6 p.t. post...