residential renovation/addition

DR

IVEW

AY

PRO

PER

TY L

INE

TAPPAN STREET

20' -

0"

10' - 6"10' - 0"

44' -

3 1

/4"

10' - 6"

20' -

0"

10' - 0"

44' -

3 1

/4"

RESIDENTIAL RENOVATION/ADDITION

PERMIT SET

LIST OF DRAWINGSLOCUS IMAGE (NTS) EXIST. SITE PLAN (1"=20'-0")

CODE REQUIREMENTS ZONING ANALYSIS

PROP. SITE PLAN (1"=20'-0")

PROJECT DESCRIPTION

REVISIONS

18 Tappan StreetRoslindale, MA 02131

RYANRESIDENCE

1/12/18

T1.0 PROJECT INFORMATION

EX-1.1 DEMO PLANS

A1.0 PLANSA1.1 2ND FL. INT. DTLS.A2.1 ELEVATIONSA2.2 BUILDING SECTIONS

S1.0 STRUCTURAL DETAILS

APPLICABLE CODES:780 CMR (MA Residential Building Code, 2012)Stretch Energy Code527 CMR 12 (MA Electrical Code)248 CMR (MA Plumbing/Gas Code)

CITY OF BOSTON ZONING CODE, includin Arcitcle 67, Roslindale Neighborhood Subdistrict

This project includes adding a second floor to the existing single family residence located at 18 Tappan Street, Roslindale. The existing structure includes a basement with a Garage, Family Room, Utility Space, a Bathroom and a Laundry Area. The existing First Floor contains 3 Bedrooms, a Bathroom, a Kitchen, and a Dining Room.

The new 825 sf Second Floor Addition is to include a Master Bedroom with a balcony, a Bathroom, an Office, and a Family Room. In order to create this space, the existing shallow sloped gable roof will be demolished, the bearing walls will be extended up ~ 4'-6" and a new steep sloped gable roof with east and west dormers will be added. The 1st Floor ceiling joists will be reinforced with 2x8s and brace walls will be established on the first floor. The new roof will have a ridge beam bearing on columns at the new end walls and a central column, which will require a new column and footing in the basement.

The existing Furnance and Hot Water Heater will be replaced with direct vent systems.

No. Description Date

ZONING RESIDENCE: Roslindale Neighborhood Subdistrict, Zone 2F-5000

Minimum Lot Area = 5,000 SF Actual Lot Area: 5,095 SF Building Area: 1,061 SFLot Coverage: 21%FAR Maximum: 0.5 Existing FAR: 0.32/Proposed FAR: 0.48

Front Yard Setback: 20 Feet (Conforming Existing and New)Side Yard Setback: 10 Feet (Conforming Existing and New)Rear Yard Setback: 40 Feet (Conforming Existing and New)

Maximum Stories: 2-1/2 Maximum Height: 35 Feet

Stretch Energy Code:Per AA104 Existing Buildings. For alterations, renovations, additions or repairs of existingbuildings... the energy efficiency requirements of 780 CMR 13.00:Energy Efficiency or 780 CMR 51.00: Massachusetts Residential Code, SectionsN1100.1 through N1111.2, as amended, shall be used as applicable.

780 CMR Table N1102.1, Climate Zone 5:Ceiling = R-38 min. Windows <0.30 U FactorWood Frame Wall = R-20 or 13+5 Doors, Opaque <0.21 U FactorFloor = R-30 min. Doors, 1/2 lite <0.27 U Factor, <0.30 SHGC

Skylight <0.60 U Factor

PLUMBING WALL

KITCHEN WASTE

WATER HEATER

FURN.

24' - 0"

44' -

0"

245 SFFAMILY ROOM

294 SFGARAGE103 SF

LAUNDRY

170 SFUTILITY

25 SFBATH44

' - 3

"

24' - 3"

140 SFBEDROOM

129 SFBEDROOM

104 SFBEDROOM

192 SFDINING ROOM

151 SFKITCHEN

48 SFBATHROOM

2X6 JOISTS,16 IN. O.C., LAP ON BEARING WALL, TYP.

BATH EXHAUST

KITCHEN EXHAUST

4" C.I. WASTE VENT

2" GALV. SINK

VENT

ATTIC ACCESS

EX-1.18

EX-1.1

EX-1.1

EX-1.1

7

6

5

5" / 1'-0"5" / 1'-0"

5" /

1'-0

"

5" / 1'-0"5" / 1'-0"

MOTION LIGHT

SCONCE

G

A/C

H.B.

T E

SILL ROT

C

Basement-1' - 0"

1st Floor7' - 0"

Attic15' - 2"

Entry3' - 2"

5' -

2"

VENT TO GARAGE

HB

Scale

Project No.

Date

Drawn by

Checked by

PROPOSED RENOVATIONS TO:

1/8" = 1'-0"

EX-1.1


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DEMO PLANS

1/8" = 1'-0"1 Basement 1/8" = 1'-0"2 1st Floor

1/8" = 1'-0"3 Attic 1/8" = 1'-0"4 Roof Plan

1/8" = 1'-0"5 South 1/8" = 1'-0"6 West

1/8" = 1'-0"7 North

DEMO NOTES:A. REMOVE AND DISPOSE OF EXISTING CHIMNEY IN ITS ENTIRETY.B. REMOVE HOUSE GABLE ROOF ASSEMBLY, GUTTERS, AND DOWNSPOUTS.C. REMOVE AND DISPOSE OF EXISTING EXTERIOR SIDING AND WINDOW TRIM. D. SELECTIVELY REMOVE EXISTING ATTIC JOIST FOR NEW STAIR OPENING TO NEW 2ND FLOOR.E. REMOVE 1ST FLOOR BATHROOM PLUMBING WALL FINISH FOR NEW PLYWOOD BRACING INSTALLATION.

1/8" = 1'-0"9 Section 2

1/8" = 1'-0"8 East

REDUCE OPENINGFROM 6' TO 5' 6"

WIDE

BRACED WALL,ADD PLYWOODTO BATHROOM

SIDE AND RE-FINISH

NEW POST TO SUPPORT POST TO RIDGE BEAM ABOVE

NEW BEAM INSTALLED FROM ABOVE

140 SFBEDROOM

129 SFBEDROOM

104 SFBEDROOM

192 SFDINING ROOM

151 SFKITCHEN

48 SFBATHROOM

NEW COAT CLOSET

NEW

HEA

DER

IN

STAL

LED

FR

OM

ABO

VE

ADD FRAMING TO EX. WALL - SEE S1.0

VERIFY CONDITION OF EXISTING EXTERIOR WALL SHEATHING. ADD NEW 3/8" SHEATHING TO EXTERIOR WALLS IF BOARD SHEATHING EXISTS.

BRACED WALL WITH PLYWOOD ONE SIDE SEE 4/S1.0

5S1.0

NEW 3'x3'x 1'6" FOOTING

NEW 3.5" LALLY COLUMNBELOW 1ST FLOOR COLUMN

VERIFY EXISTING SILL ANCHORS, MIN. 6' OC, WITHIN 1' OF CORNERS AND DOOR OPENINGS. IF NONE EXIST, ADD.

BRACED WALL, ADD PLYWOOD

TO UTILITY SIDE

VERIFY CONDITION OF EXISTING

EXTERIOR WALL SHEATHING. ADD

NEW 3/8" SHEATHING TO EXTERIOR WALLS

IF BOARD SHEATHING EXISTS.

6" /

1'-0

"

9" / 1'-0"9" / 1'-0"

NEW BALCONY

44' -

7"

26' - 3"

18' -

10"

18' -

10"

SHOWER

152 SFBEDROOM

CLO

SET

14' - 10 1/2"

8' -

1 1/

2"10

' - 3

"

100 SFOFFICE

63 SFBATH ST

OR

.

3' - 10"

16' -

0"

1/2 HT. WALL

STOR.

5' -

0"

8' - 0"

12' -

6"

11' -

1 1

/4"

2' - 4"

3' - 0"

393 SFFAMILY ROOM

BALCONY

8' - 0"

7' - 11 1/2"

9' -

1 1/

2"

8' - 5 1/2"

ACCESS DOOR

DEEP STORAGE

7

6

5

4

3

2

1

8

NEW COL.

A2.13

A2.1

2

A2.1

1

A2.1 4

1A2.2

3A2.2

2A2.2

Scale

Project No.

Date

Drawn by

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As indicated

A1.1


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PLANS

1/8" = 1'-0"2 New 1st Floor 1/8" = 1'-0"1 New Basement

1/8" = 1'-0"3 New Roof Plan

1/4" = 1'-0"4 New 2nd Floor

3/32" = 1'-0"5 DRAWING KEY

NO. TYPE DESCRIPTION DIMENSIONS HARDWARE 1 A EXTERIOR DOOR, 1/2 LT. 32"x80" ENTRY SET/DB 2 B INT. PAIR, 2-PANEL 48"x80" LEVER PULLS 3 B INT. PAIR, 2-PANEL 48"x80" LEVER PULLS 4 C INT. 2-PANEL 30"x80" KNOB BEDROOM 5 B INT. PAIR, 2-PANEL 60"x80" LEVER PULLS 6 C INT. 2-PANEL 30"x80" KNOB BATHROOM 7 C INT. 2-PANEL 30"x80" KNOB BEDROOM 8 C INT. 2-PANEL 30"x80" LEVER PULL

DOOR SCHEDULE

9" / 1'-0"

9" / 1'-0"

6" /

1'-0

"6"

/ 1'

-0"

9" / 1'-0"9" / 1'-0"

11'-0" CEIL. HT.

11'-0" CEIL. HT.

11'-0" CEIL. HT.

E

B

BB

B

B

B

B

B

A

A

A

A

A

I

D

H

H

HG

C

$$ $

$d$$

$

$$

$

$

$

$

$

$

SWITCH @ ENTRY LEVEL6'

- 0"

30" GLASS DOORFIXED GLASS PANEL

MIRROR OR MEDICINE CABINET

TOWEL RACK

48" VANITY

8' -

1 1/

2"

63 SFBATH

7' - 11 1/2"

3' -

0"2'

- 11

"

4' - 6" 3' - 0"TP

TOWEL RACK

TOW

EL R

ACK

S1

WC1

SH1

T1

T2

T3

Scale

Project No.

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Drawn by

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A1.2


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Author

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2ND FL. INT.DTLS.

3/16" = 1'-0"3 2nd Floor RCP

3/8" = 1'-0"2 A

3/8" = 1'-0"4 B

LIGHTING KEY

A = 5" RECESSED CAN FIXTUREB = 5" RECESSED CAN FIXTURE, ADJUSTIBLE LENSE FOR SLOPED CEILINGC = EXHAUST FAN/LIGHT COMBO FOR BATHROOMSD = EXTERIOR WALL SCONCEE = CEILING MOUNTED PENDANTF = WALL MOUNTED SCONCEG = 5" RECESSED CAN FIXTURE, WET LOCATION, SLOPED CEILINGH = 36" STRIP, LEDI = CEILING FAN W/ LIGHT

$ = SWITCH$d = DIMMER SWITCH

3/8" = 1'-0"1 Enlarged Bath Plan

PLUMBING FIXTURE SCHEDULE:

TAG LOCATION/ITEM DESCRIPTION MANUFACTURERS1 M. BATH BATHROOM SINK TBD TBDF1 M. BATH BATHROOM FAUCET TBD TBDWC1 M. BATH TOILET TBD TBDSH1 M. BATH SHOWER FIXTURE RAIN SHOWER HEAD W/ HAND HELD TBD

TILE SCHEDULE:

TAG LOCATION/ITEM DESCRIPTION MANUFACTURERT1 M. BATH BATHROOM FLOOR TBD TBDT2 M. BATH SHOWER FLOOR TBD TBDT3 M. BATH SHOWER WALL TBD TBDT4 1ST FL. SHOWER WALL TBD TBD

A A

C

B

A ANEW BALCONY

D D

NEW BALCONY

D DD

Scale

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A2.1


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ELEVATIONS

WINDOW SCHEDULETYPE DIMS. QNTY. DESCRIPTION A 30X60 4 Anderson 400 Series, White Vinyl Clad, Prime Interior, Double Hung, 1 over 1 B 30X30 1 Anderson 400 Series, White Vinyl Clad, Prime Interior, Double Hung, 1 over 1 C 36X24 1 Anderson 400 Series, White Vinyl Clad, Prime Interior, CASEMENT, 1 over 1 D 36X36 6 Anderson 400 Series, White Vinyl Clad, Prime Interior, AWNING

3/16" = 1'-0"1 South Elevation

3/16" = 1'-0"2 North Elevation 3/16" = 1'-0"3 East Elevation

3/16" = 1'-0"4 West Elevation

EXTERIOR MATERIALS• NEW CLAPBOARD SIDING (TBD) FOR NEW AND EXISTING WALLS• NEW ASPHALT SHINGL ROOF• NEW AZEK TRIM• NEW ALUMINUM GUTTERS AND DOWNSPOUTS• BALCONY RAILING & DECKING TO BE DETERMINED

Basement-1' - 0"

1st Floor7' - 0"

Entry3' - 2"

TONR29' - 8"

2rd Floor15' - 4"

BEDRM. BATH

FAMILY RM.

ENTRY

29' -

8"

EX. BEDROOM EX. BATHKITCHEN

EX. UTILITY SPACE EX. LAUNDRY

1/2 HT. WALL

NEW ROOF:ASPHALT SHINGLESZIP SX. SHEATHING2X10 RAFTERSCLOSED CELL SPRAY FOAM INSULATION (R-38 MIN.)

NEW WALL:CLAPBOARD SIDING W/ AZEK TRIMZIP SX. SHEATHING2X6 STUDSOPEN CELL SPRAY FOAM INSULATION (R-20 MIN.)

EXISTING WALL:NEW CLAPBOARD SIDING W/

AZEK TRIM*VERIFY CONDITION OF

EXISTING EXTERIOR WALL SHEATHING. ADD NEW 3/8" SHEATHING TO EXTERIOR

WALLS IF BOARD SHEATHING EXISTS.

NEW 2ND FLOOR:HARDWOOD FLOORING/TILE

PLY. SUBFLOOR2X8 JOISTS SISTERED TO EX. 2X6 JOISTS

MINERAL WOOL SOUND INSULATION

S1.05

Basement-1' - 0"

1st Floor7' - 0"

Entry3' - 2"

TONR29' - 8"

2rd Floor15' - 4"

STAIR

ENTRY

FAMILY ROOM

EX. DINING

EX. GARAGE

23' - 4"

TOW19' - 10"

4' -

6"9'

- 10

"

NEW ROOF:ASPHALT SHINGLESZIP SX. SHEATHING

2X10 RAFTERSCLOSED CELL SPRAY FOAM

INSULATION (R-38 MIN.)

NEW WALL:CLAPBOARD SIDING W/ AZEK

TRIMZIP SX. SHEATHING

2X6 STUDSOPEN CELL SPRAY FOAM


EXISTING WALL:NEW CLAPBOARD SIDING W/ AZEK TRIM

*VERIFY CONDITION OF EXISTINGEXTERIOR WALL SHEATHING. ADD NEW3/8" SHEATHING TO EXTERIOR WALLS IF

BOARD SHEATHING EXISTS.

NEW 2ND FLOOR:HARDWOOD FLOORING/TILEPLY. SUBFLOOR2X8 JOISTS SISTERED TO EX. 2X6 JOISTSMINERAL WOOL SOUND INSULATION

RIDGE BEAM

Basement-1' - 0"

1st Floor7' - 0"

Entry3' - 2"

TONR29' - 8"

2rd Floor15' - 4"

TOW19' - 10"

NEW ROOF:ASPHALT SHINGLESZIP SX. SHEATHING2X10 RAFTERSCLOSED CELL SPRAY FOAM INSULATION (R-38 MIN.)

NEW WALL:CLAPBOARD SIDING W/

AZEK TRIMZIP SX. SHEATHING

2X6 STUDSOPEN CELL SPRAY FOAM


EXISTING WALL:NEW CLAPBOARD SIDING W/

AZEK TRIM*VERIFY CONDITION OF

EXISTING EXTERIOR WALL SHEATHING. ADD NEW 3/8" SHEATHING TO EXTERIOR

WALLS IF BOARD SHEATHING EXISTS.

NEW 2ND FLOOR:HARDWOOD

FLOORING/TILEPLY. SUBFLOOR

2X8 JOISTS SISTERED TO EX. 2X6 JOISTS

MINERAL WOOL SOUND INSULATION

RIDGE BEAM, SEE 6/S1.0.

M. BEDROOM

CLO.

EX. BEDROOM EX. BEDROOM

EX. UTILITY EX. FAMILY RM.

Scale

Project No.

Date

Drawn by

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3/16" = 1'-0"

A2.2


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BUILDINGSECTIONS

3/16" = 1'-0"3 Section A

3/16" = 1'-0"1 Section B 3/16" = 1'-0"2 Section C

SISTER NEW 2X8 JOISTS TO EXISTING 2X6 JOISTS,16 IN. O.C., LAP ON BEARING WALL, TYP.

RELOCATE EX. BATH EXHAUSTRELOCATE EX.

KITCHEN EXHAUST

4" C.I. WASTE VENT

EX. 2" GALV. SINK VENT

BLOCKING @ 24"

BLOCKING @ 24"

4-2x4 POST TO RIDGE BEAM ABOVE. CONNECT TO FLOOR FRAMING WITH HGA10 ON 2 SIDES.

5-LVL 7 1/4 WITH 1/2" THROUGH-BOLTS 18" OC AT MID-DEPTH OF BEAM. CONNECT BEAM TO LVL RIM BOARD WITH ML26 ANGLE EACH SIDE

6-2x4 NEW POST ON 1ST FL.

2-2x6 UP, 3-2x4 DOWN

2-2X4 POSTS BELOW JACK STUDS

3-2x8

3-2X

8

2x8 PT, 16" OC W/ LU26Z(2) 2x8 PT, @ END AND SIDES

2x10 PT LEDGER W/ LEDGERLOK SCREWS AT 16"

BALCONY - ALL FRAMING TO BE (-) 6" BELOW FLOOR LEVEL

GABLE WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO

ROOF, TYP.

3-2X4

LVL 7 1/4 RIM BOARD ALL SIDES. LAP 2ND FLOOR & 1ST FLOOR WALL

SHEATHING ON RIM BOARD.

FASTEN SHEATHING

EDGES WITH 8d AT 6".

ML26Z EACH CORNERPREFABRICATED GUARDRAIL ALL SIDES

HTT4Z WITH 1/2" ANCHOR ROD

2x10 @ 16 OC 2x10 @ 16 OC

2x10 @ 16 OC

2 LVL 9-1/4 2 LVL 9-1/4

2 LVL 9-1/4 2 LVL 9-1/4

2x10 @ 16 OC

2x10 @ 16

LVL 9-1/4

2x10 @ 16

2x10 @ 16

2x10 @ 16

LVL 9-1/4

LVL

9-1/

4

LVL

9-1/

4

LVL 11-1/4LVL 11-1/4

2-LV

L 18

" RID

GE

BEAM

LS 90 + (3)-6" TIMBERLOK SCREWS, TYP.

2-2X6 + 1/2" PLYWOOD FILL. CONNECT TO BEAM WITH LSTA12 EACH SIDE.

4-2x4 POST - CONNECT TO RIDGE W/ LSTA12 STRAP ON 2 SIDES

2-2X6 + 1/2" PLYWOOD FILL CONNECT TO BEAM WITH LSTA12 EACH SIDE. CONNECT TO 3-2X8 WITH 2-LSTA12

LRU28, TYP.

CONNECT RAFTER TO PLATE W/ H2.5A AT OUTSIDE FACE OF WALL, TYP.

HU11 HANGER, TYP.

2-2X6 JACK STUDS + 2-2X6 KING STUDS

3-2x6 HEADER ABOVE WINDOWS, TYP.

3-2x6 HEADER

ABOVE WINDOWS,

TYP.

3-2x6 HEADER ABOVE WINDOWS, TYP.

3-2x8 +1" PLYWOOD FILL HEADER ABOVE WINDOWS,

TYP.

6S1.0

LRU28 TYPICAL

BALCONY

REINFORCE EX. STUDS IN-LINE W/ SUPPORT BRACKETS - ADD 3 STUD, MIN.

SUPPORT BRACKETS

FRAMING ANGLES A23, EACH SIDE, TOP & BOTTOM, TYP.

FIRST FLOOR

----

4S1.0

DOUBLE STUD WALL

BLOCKING PER 4/S1.0

WOOD SHEATHING PER 4/S1.0

2x WOOD BLOCKING BETWEEN STUDS AT EVERY 2ND STUD SPACE. FASTEN TO STUDS WITH 16d.

2' -

0"M

AX.

FASTENERS PER 4/S1.0 TYPICAL

LRU28

RAFTER2-LVL

2-10d

2x4 AT EACH RAFTER

DTT2Z AT END BEAMS

BUTT WELD

1/4" FILLET WELD TYPICAL

CURVED L3x3x5/16

3 STUDS MIN.

(4) LEGERLOK SCREWS

BLOCKING AT 24"

A23 TOP & BOTTOM

NUT AND PLATE WASHER

1/2" HDG ROD

L3x3x5/16

2x8 + 2x6

Scale

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S1.0


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DM

STRUCTURALDTLS.

STRUCTURAL DESIGN

Design CriteriaSecond Floor Live Load 30 psfDeck Live Load 40 psfRoof Snow Load 40 psfBasic Wind Speed 100 mph

General1. All work shall conform to the 8th edition of the Commonwealth of MassachusettsBuilding Code for One and Two Family Dwellings and structural notes.

Foundations1. Foundations shall bear on natural soil or compacted structural fill.2. The foundation design has been based on an allowable soil bearing pressure of 3000 psf for sandy gravel or gravel. Contractor shall verify natural soil and notify engineer if actual conditions differ. • Existing soil below slab-on-grade shall be compacted with 5 passes of a heavy

drum roller in each direction. Remove any soft subgrade to a depth of at least 24 inches and replace with compacted structural fill.

• Structural fill shall consist of clean, well-graded granular soil with no stones larger than 2". Fill shall meet the following gradation limits:

sieve size percent passing by weight2" 1001.5" 70-100¾” 50-85no. 4 30-55no. 50 8-24no. 200 3-10

• Fill shall be placed in maximum 12" lifts and shall be compacted with 5 passes of a heavy drum roller in each direction.

Concrete1. Minimum compressive strength at 28 days: Footings and interior slabs on grade – 3000 psi. Building walls – 3500 psi.Exterior slabs and steps – 3500 psi with 5%-7% air entrainment.2. Reinforcing steel shall conform to ASTM A615.3. Provide 2’-0”x2’-0” corner bars at all horizontal bars in walls.

Adhesive for Anchoring to Existing Concrete1. Adhesive shall be Hilti HY150 MAX or approved alternate.2. Clean out holes with wire brush and blower prior to injecting adhesive.

Pre-Fabricated Balcony Guardrail1. Guardrail system & connections shall be capable of resisting 200 lbs. force (horizontal & vertical) applied at any point on the rail.

Wood Framing- General1. Use kiln dried SPF or Douglas Fir-Larch no. 2 or better for all enclosed or interior framing except sills. 2. Provide pressure treated Southern Yellow Pine no. 2 or better for sills, exterior columns and exposed members.3. Pressure treatment shall be suitable for use with galvanized connectors and shall not cause accelerated metal deterioration.4. Ends of pressure treated members that have been cut shall be coated with wood preservative. 5. LVL members shall conform to Trusjoist specifications or approved alternate. 6. Connect all members according to table R602.3(1) Fastening Schedule of the International Residential Code unless otherwise noted. 7. Nails shall be common wire nails.8 Provide joist hangers at all members framing to side of supporting member.9. All metal connectors in contact with pressure treated wood shall be stainless steel, hot-dipped galvanized or Simpson ZMAX or equivalent. 10. Fasteners in contact with pressure treated wood shall be stainless steel or hot-dipped galvanized.11. See fastening schedule for beam and column members consisting of multiple plies.12. Provide blocking below columns at each floor and sill. 13. Provide blocking between joists at load-bearing walls.14. Provide bridging between joists for spans greater than 8'-0". Bridging shall be installed at mid-span.15. Center of joists shall be located within 3” of wall stud below; provide additional studs as required to support joists.16. Connection hardware noted on drawings shall conform to Simpson Strongtie specifications or approved alternate.

Wall Sheathing at Exterior Walls1. Sheathing: 15/32” (minimum) exposure 1 wood sheathing with 16” minimum span rating.

Roof and Floor Sheathing1. Roof sheathing: 15/32” (minimum) exposure 1 wood sheathing with 16” minimum roof span rating.2. Floor sheathing: 3/4” exposure 1 wood sheathing with 24” minimum floor span rating.3. Provide sheathing clips between all joists and rafters. Sheathing clips may be omitted with tongue-and-groove sheathing.4. Long direction of panels shall be perpendicular to joists and rafters. 5. Nails at all panel edges: 8d nails at 6” on center.6. Nails at interior of panels: 8d nails at 12” on center at each joist or rafter.

Beam and Column Fastening ScheduleMember FastenersBeam 2 plies 2x members: three rows 10d at 12”.

LVL: three rows 16d at 12” each side.

Beam 3 plies 2x members: three rows 10d 12” each side.LVL: two rows 4” screws at 16” each side.

Beam 4 plies 2x members: two rows 5” screws at 16” each side.LVL: two rows 7” screws at 16” each side.

Stud Column 10d nails at 12” on center staggered through each ply.

Note: screws shall be Fastenmaster Headlok screws or similar.

CONNECTION SCHEDULE

MEMBER CONNECTOR

FLOOR 2X8 LUS28RAFTER TO LEDGER LRU210ZRAFTER TO WALL PLATE H2.5A + 2-16d TOE NAILLEDGER TO WALL 2-5” LEDGERLOK SCREWS

CENTERED ON EACH STUDSOLE PLATE TO JOIST OR BLOCKING 16d@16”DOUBLE TOP PLATES 10d@24”, 8-16d AT LAPSSTUD TO PLATE 2-16d

NOTE: PROVIDE CONNECTORS INDICATED ABOVE UNLESS OTHERWISE NOTED.

1/8" = 1'-0"1 2nd Floor Framing Plan 1/8" = 1'-0"2 Roof Framing PlanTYP. DETAIL @ BRACED WALL, PARALLEL TO JOISTS

NTS

1/4" = 1'-0"3 N. Elev. Balcony Framing

*REFER TO A1.1 AND A1.2 FOR ADDITIONAL STRUCTURAL FRAMING NOTES FOR THE BASEMENT & 1ST FLOOR

1/2" = 1'-0"5 DETAIL A 4

1/2" = 1'-0"6 TYPICAL RIDGE DETAIL

NOTE: STEEL SHALL BE HOT-DIPPED GALV. OR COATED WITH CORROSION INHIBITING PAINT

1/2" = 1'-0"4 DETAIL @ BALCONY

4S1.0

SIM. 4 S1.0

SIM.

18 Tappan Street, 02131

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Upload Date2018/04/17 11:27:04

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Shawmut Design and Construction

Printed on Tue Apr 17, 2018 at 12:06 pm EDT

Job #: 170857 HU - FAS Newell & Weld Boathouse Construction801 Soldiers Field Road

Allston, Massachusetts 02134

Page 1 of 5

18 TAPPAN STREET, BOSTON, MA 02131

PROPERTY OWNER: GLEN RYANAPPLICATION #: ALT805157ZONING DISTRICT: ROSLINDALE NEIGHBORHOOD, 2F-5000WARD: 20

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Taken Date2018/04/17 08:19:21

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Taken Date2018/04/17 08:15:58

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Taken Date2018/04/17 08:15:00

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Taken Date2018/04/17 08:14:07

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residential renovation/addition

Documents