berglund homes 51 farmcrest ave march 29,...

DO NOT SCALE DRAWINGS. CONSULT ARCHITECT OF ANY DIMENSIONAL CONFLICTS OR REQUIRED DIMENSIONS NOT INDICATED ON THE DRAWINGS.

R D KA R C H I T E C T S

825 BEACON ST SUITE #10NEWTON CENTRE, MA 02459

PHONE: [email protected]

www.rdkarchitects.com

SET TOTAL: A-1 - A-12

JANUARY 2, 2019

51 FARMCREST AVELEXINGTON, MA

NEW HOUSE

BERGLUND HOMES20 Atlantic AvenueWoburn, MA 01801

BUILDING PERMIT SET

MARCH 29, 2019

2x6

NO

N-B

EA

RIN

G W

ALL

(± 8

'-0" T

ALL

C.O

.)

A-1

FIRST FLOOR PLAN

VERSION 1

42"

EATING AREA

D1: 3'-0"x6'-8" DR

30" CA

NTI

LEV

ER

36" sink base

4'-0" x 8'-0" Island (TBD)

KITCHEN

6'-6"

11'-6

"20

'-0"

43'-0"

31'-6

"

13'-0

"15

'-4"

31'-6

"

48'-0"

20'-9"

3'-9"

10'-0

"

6'-6

"

(Preliminary Cabinet Design)

FAMILY ROOM

HOME OFFICEGUEST BEDROOM

FOYERCOVERED

PORCH

11"

DNUP

PANTRY

13'-10"

Steps to grade as req.

36" Cooktop / Range

3'-1

0"

(CEILING 9'-0")

20'-9"6'-11"

16'-3

"3'

-9"

5'-6" 20'-9"

3'-9"

3'-2

"

8'-0"

PATIO AT GRADE

2x6s

4'-2"

24" DRAWERS 24" DRAWERS

11'-9 1/2" 4'-6"3'-6"

7'-8

"7'

-8"

9 1/

2"

(15 RISERS)

2'-8" DR

2'-4

" DR

FWG 60611L Slider DR

3'-4"3'-4"

5'-0"

3'-3 1/2"3'-3 1/2"

GAS FP W/ TV ABOVE

244

DH

3450

-3

244 DH3050

244D

H34

50-2

200 CXW13200 CXW13RO: 3'-0 1/2" x 3'-0 1/2"

8'-11 1/2"

3'-9

"

CA

NTI

LEV

ER

1'-6"

Guardrail req. if greaterthan 30" to grade

9 1/

2"

4'-0

"

1'-6"

10'-0

"

CANTILEVER

11"11"

NOTE: All 2x6 walls framed as bearing walls with horizontal blocking at mid height.

46'-6"

8" CN345

18" TRSH

24" D.W.

12'-6

"

244

DH

3050

-2

1'-6"

12'-4

"

1'-1

0"5'

-0"

10"

(Verify With Kitchen Design)

RO: 1'-9" x 4'-5 3/8"CN145

FIRST FLOOR PLANGFA: 1,572 SQ FT

1'-6"

1'-6"

57'-6"

2x6s

2x6s

(77 SQ FT)

7'-2

"

(2) 2x10s Header w/ single jack studs and 2.5" rigid (VERIFY ALL HDRS WITH FRAMING PLANS)

11"

1'-0

"

12" CANTILEVER

(2) 2'-4" DRS

14" Beam projection

9.5" treads nosing-nosing

DINING ROOM/ LIVING RM

7'-8"

15'-4"

5'-6"

3'-6"

GUEST BATH

2x6s

6'-5"

7'-11" 7'-5"

244 DH3050-2

5'-6" 1'-0"

Railing going up dies into underside of stringer above

3'-9"3'-11"

2'-6" DR

6'-5

"

2'-11" 3'-10"2'-5 1/2"

244 DH2450244 DH2450

1'-1

0"

2'-6" DR

FAN

1/2 BATH

3'-1

1"

1'-6"

1'-8

"

Add 1/2" plywood set horizontal this side of 2x6 wall, add 2x6 blocking at 4'-0"

7'-8"1'-2"

15'-3

"

2'-4

" DR

9'-1

0"2'

-2"

2'-5

"

6'-1

0 1/

2"

6"11

'-9"

3'-0

"

244

DH

2440

FIRST FLOOR AREA:SECOND FLOOR AREA:

ATTIC AT 5'-0" AND ABOVE:2-CAR GARAGE

BASEMENT AREA ABOVE 6'-7 1/2":COVERED PORCHES:

PROPOSED GROSS FLOOR AREA:TOTAL FAR ALLOWABLE (6,250 lot area)4,000 SF + (4,000 + .55 x 1,250) = 4,687.5

1,572 SQ FT1,605 SQ FT

0 SQ FT 495 SQ FT 930 SQ FT

77 SQ FT4,679 SQ FT

FAR GROSS FLOOR AREA TABULATION

1'-0

"1'

-0"

(± 8

'-0" T

ALL

C.O

.)

(± 7

'-10"

TAL

L C

.O.)







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

2x4 BEARING WALL

2x6 BEARING WALL

Cathedral CLG.

2x4

BE

AR

ING

WA

LL

8' Flat CLG.

LINEN CAB.

Cathedral CLG.

TEMPERED

2'-6

" DR

TEM

PER

ED

Freestanding Tub

7'-6" VANITY

Pull DownRO 25.5" x 54"

A-2

SECOND FLOOR PLAN

Notched-in granite corner seat

11'-6

"3'

-9"

31'-6

"

31'-6

"

44'-6"

BEDROOM 4

6'-3

"6'

-3"

5'-6

"3'

-4"

1'-6"

DN

15'-9" 16'-4"

17'-7 1/2"

MASTER BEDROOM-1

W.I.C. 1

SD

SD

SD CO

2'-8

" DR

2'-8" DR

9 1/

2"

36" AFF guardrailw/ balusters spacedto prevent 4" Ø sphere

BEDROOM 3

J&J BATH

SD

2'-8" DR

LINEN

2'-6

" DR

LINEN

W.I.C. 2

244

DH

3046

-2

13'-0

"

2'-6" DR

2'-6

" DR

3'-6

"4'

-2"

4'-2

"3'

-6"

6'-6

"

58'-0"

13'-6" 8'-7 1/2" 8'-0" 2'-0"

13'-0" 8'-4 3/4"

12'-6

"3'

-9"

244

DH

2846

200 A31-2(RO: 6'-1 1/2" x 2'-0 5/8")

TEMPERED

2'-0"CANTILEVER

2'-8" DR

4'-1

"

2'-8" DR

SD

244 DH2440

2'-4

"

5'-2

"12

'-3 1

/2"

2'-4

" DR

2'-4

" DR

2'-6

" DR

M. BATH 1

BATH 2

2'-0"

1'-6"

244

DH

3446

-2

2'-0"

244 DH2440

7'-8 1/2"2'-9" 3'-0 1/2"

244 DH2846

8"

(2) 2'-4" DRS

6'-8

"

5'-0

"

8'-11"3'-6"

6'-7"8'-7" 4'-5"4'

-5"

4'-8

"

244 DH2440244 DH2846

7'-2" 8'-0"

TEM

PER

EDTE

MPE

RED

3'-2

"

7'-8"4'-8 1/2"

6'-5

"

(2) 2x10s Header w/ single jack studs and 2.5" rigid (Typ.)

2'-8"

5'-4

"

4'-11" 3'-1"

2x6s

2x6s

4'-7

"

SECOND FLOOR PLANGFA: 1,605 SQ FT

13'-7

"6'

-5"

8'-0

1/2

"4'

-3"

6'-11" 5'-9 1/2"

2'-2

"

(8' Flat Ceiling Typ.)

4'-6

"

2'-6" DR

244

DH

2846

2'-0

"

3'-9"5'-2"

2'-4

" DR

1'-6"

16'-2

"

2x4 BEARING WALL

2x4 BEARING WALL

2x4 BEARING WALL

2x6 BEARING WALL

2x4

BE

AR

ING

WAL

L

2x4

BE

AR

ING

WA

LL LAUNDRY RM

13'-4

"

BEDROOM 2

3'-4 1/2"

2x4 BEARING WALL

2x6

BE

AR

ING

WAL

L

2'-6

" DR

6'-9"

3'-4 1/2"

8"

8" CANTILEVER

4'-3"

2'-8" DR

244

DH

2840

-2

5'-9 1/2"3'-1 1/2"

1'-10"REQ.







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

Cub

bies

2'-4" DR

2'-8" DR3'-0" DR

STEEL COLUMN #130" x 30" x 12" pad add #4 rebar @ 8" o.c. both directions @ ±4" from bottom

(± 800 SQ FT FINISHED LIVING SPACE)

GFA ABOVE 6'-8" = 930 SQ FT2-CAR GARAGE = 495 SQ FT

UP3'-

0" DR

2x6s

2x6s

20 minute2'-10" DR

UP

15R

3'-6"

24'-5"

11'-6

"20

'-0"

43'-0"

54'-6"

31'-6

"

13'-0

"

31'-6

"

9'-0"

Pre-cast bulkhead unit(Field verify req. size with rear grade)

8'-0"

15'-4

"3'

-2"

17'-8

"1'

-2"

1'-2

"

A-3

FOUNDATION & BASEMENT FLOOR PLAN

2-CAR GARAGE

HDPitch Slab

UNFINISHEDSTORAGE & MECH.

Vinyl frameFound. W (Typ.)

Furnace

ELECT.

REC. ROOM4" 3000 PSI Concrete Slab (Typ.)-Provide 6x6-W1.4 x W1.4 WWF over 6" crushed stone

HD CO

3'-6

"8'

-0"

20'-0" 12'-0" 5'-6"

UP

3'-0

" DR

3'-3

"

7'-8

"7'

-8"

3'-9"14'-10"

MUD RMCLOSET

BSMT. BATHLI

NE

N

2'-6

" DR

2'-0

" DR

16'-11 1/2"

Beam pocket

BASEMENT PLAN

FINISHED BASEMENT NOTES:-Mechanical system shall meet the criteria within the 2015 International Mechanical Code for inclusion of make-up fresh air exchange for all conditioned basement spaces.

-All finished rooms and spaces with less than 8% glazing area, per floor area served, shall be provided with artificial lighting capable of min. 6 footcandles over the area of the room at a height of 30" AFF.

10" D

eep

drop

for s

teel

bea

m b

earin

g7"

7"

All anchor bolts set 48" o.c. and must fully connect both 2x6 sills-unless otherwise noted, all bolts set to exterior face of concrete for centering on 2x6 sill, verify with first floor plan stud wall locations

Ceiling Height ± 9'-0"

8'-10 1/4" 5'-6" 3'-11 3/4"

14" Deep Beam pocket

3'-11 3/4" 4'-2"17'-10 1/4"

5/8" Type X GWBw/ plaster (all GRG walls, beams, & ceiling Typ.)

5'-6

"5'

-2 3

/4"

7'-9

1/4

"

1/2" GWB under stair stringers (TYP. all interior stairs)

Type I 2" Ø graspable handrailset @ 34" above nosing (Typ.)

7'-8 1/2"

4'-2"Dual pole circuit breaker, with label "For Future Solar Panels" provide conduit lines within joist bay above, with access panel as required.

2'-4

"

13'-0

"

8'-0"46'-6"

TBD, POSSIBLE REQUIREMENT FOR INSIDE FACE 5"x12" DEEP FRAMING SHELF ALONG BACK WALL TO PROVIDE 8" TOP OF WALL TO HIGH REAR GRADE. REVIEW WITH BUILDER AND ARCHITECT PRIOR TO ANY FOUNDATION WORK.

Rough Ceiling = 6'-7 1/2"STORAGE

Raised slab area to meet zoning bylaws GFA limit

11'-6

"

8'-0

"1'-10"

3'-7

"

11"

TRASH

4'-0

"

10"

10"

12" Deep drop for steel beam bearing

7"

No slab drop req. at door

4'-8

"

3.5" Ø lally col. on min.30" x 30" x 12" pad (TYP. all lallys)

2x6s

6'-0

"7'

-0"

6" 3000 PSI SLAB ON COMPACTED GRAVEL

Simpson STHD14-Holdown tie embedded in concrete and spiked to corner studs-Set tie 6" inward from face of concrete to prevent fracture 2x6 sill will be notched

6"

6"Simpson STHD14-Holdown tie embedded in concrete and spiked to corner studs-Set tie 6" inward from face of concrete to prevent fracture 2x6 sill will be notched

Frost wall, bottom of footing at 4'-0" below top of driveway elevation

10"

3'-8 1/4"

4'-8"

4'-5

1/2

"

2'-8" DR

9 1/2"







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

A-4

FOUNDATION DETAILS

CONCRETE SPECIFICATIONS:

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACI) ACI, (LATEST EDITION), SPECIFICATIONS FOR STRUCTURAL CONCRETE, EXCEPT AS MODIFIED BELOW:

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi @ 28 DAYS AND A MAXIMUM SLUMP OF 5”.

CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4" AND AN AIR-CONTENT OF 5 +/- 1%.

REINFORCING STEEL SHALL CONFORM TO ASTM, GRADE 615, GRADE 60.

CLEARANCE OF REINFORCING STEEL FROM ADJACENT SURFACES SHALL BE 3” WHEN CASTING AGAINST GROUND AND 2” ELSEWHERE.

CONCRETE SHALL BE POURED CONTINUOUSLY WITH NO “COLD JOINTS” AND ADEQUATELY VIBRATED TO PREVENT AIR POCKETS AND HONEYCOMB EFFECTS.

FOUNDATION NOTES:- All foundation walls shall be 10" thick, with 12" x 24" continuous keyed footings at minimum 4'-0" below grade.- All foundation walls shall have (2) 2x6 pressure treated sills with sillseal at all wood/concrete joints. Provide 1/2" J- anchor bolts embedded a minimum of 8", set @ 4'-0" o.c. with a minimum of 2 per sill and a maximum of 1'-0" from corners. All anchor bolts must connect both 2x6 sills to the foundation.- At joints between pours, provide minimum: #5 bars 16" long set @ 18" o.c.- Poured slabs shall be 4" 3000 psi concrete on crushed stone. - Foundation concrete shall attain a minimum compressive strength after 28 days of 3000 psi.- All foundation walls shall receive min. 1 coat of asphalt dampproofing over roof cement parged tie-rod holes. - Install continuous 4" Ø PVC footing drain pipe with internal or external drainage system. System engineering and components to be fully coordinated by Contractor or others based on lot specific drainage requirements. RDK Architects is not responsible for the performance of any draingage systems or water intrusion into the basement. (See site engineering drawings by others)

GENERAL CONSTRUCTION SPECIFICATIONS:

Interior Walls: 2x4 wood frame construction @ 16" o.c. with 3 1/2" sound reduction fiberglass batt insulation between studs for all walls between bedrooms (TBD). Finish both sides with 1/2" blueboard w/ skimcoat of plaster (BBSP).

Exterior Walls: 2x6 wood frame construction @ 16" o.c. (unless otherwise noted). Owens Corning or equal 5 1/2" R-21 unfaced fiberglass batt insulation between studs. Verify min. required wall R-values per HERS rating. Finish interior face with BBSP over polyethylene vapor barrier applied over all exterior walls. Exterior stud face to have 7/16" Advantech Zip System or 1/2" CDX plywood sheathing. Cement board or cedar siding shall be installed over fully taped Advantech Zip-System sheathing or Tyvek Housewrap.

Floors: Framing sizes as noted on framing plans with kraftfaced fiberglass insulation (if applicable) in R values per HERS rating. Subfloor shall be min. 3/4" T&G Advantech / Equal glued & nailed 6" o.c. to joists.

Roof & Ceilings: Framing sizes as noted on framing plans with R values per HERS rating. Provide full coverage all rafter bays with spray foam insulation, no roof venting required. Exterior face of rafters shall have 1/2" CDX fir plywood or 1/2" Advantech roof sheathing with Certainteed (or equal) 30 year roof shingles installed over 15# felt paper or shingle manufacture's required underlayment. Provide ice & water shield at all valleys and eaves and along wall transitions and projections.

Moisture from plaster job, painting, or any other source during construction must be fully mitigated by general contractor during construction to avoid potential mold problems. Architect is not responsible for any moisture complications attributable to any job site climate conditions or any performed work. Use of alternative insulation products or systems other than specified herein shall further indemnify architect of any liability attributable to building envelop performance. Architect is further exempt from liability associated with any HVAC systems installed.

All structural assemblies, building components, materials, workmanship, energy conservation, life-safety, and fire protection shall conform fully with 780 CMR 9th Edition of the Massachusetts State Building Code Volume for One and Two Family Dwellings. Stretch Energy Code shall utilize the 2015 IECC base code with all Mass amendments. All duct testing and associated Stretch Code testing requirements and procedures shall be the responsibility of the Builder. See project specific HERS Rating for insulation values, all of which shall supercede any insulation values stated herein these construction documents.

SEE DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS. OWNER SHALL REVIEW WITH BUILDER MODIFICATIONS TO ANY SPECIFICATIONS INDICATED WITHIN THESE CONSTRUCTION DOCUMENTS.







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

No ridge or soffit vent, full coverage all rafter bays with spray foam insulation (Typ.)

30'-0

"

1st SUB-FLOOR ELV. 275.3

FRONT ELEVATION

A-5

10'-0"

FRONT ELEVATION

244 DH2846

9'-1

1/4

"8'

-1 1

/4"

FIRST SUB-FLOOR

BOTTOM 11 7/8" FL JOISTS

± BOTTOM STEEL HEADER

10'-3

3/4

"

PROPOSED HIGHEST RIDGE

7'-1

"

1x10 crn brds (Typ.)

9'-3

"

8'-2

"1'

-1"

8'-0

"

244 DH2846

200 FX 3016-2

10'-0"

244 DH3046-2

Stone retaining walls, height TBD(Estimated design for drawing purposes only, structural engineering provided by others if over 4'-0" high, full coordination provided by Builder)

RIDGE HEIGHT TO CONFORM WITH MOST CURRENT LEXINGTON HEIGHT REGULATIONS. ROOF PITCH SHALL BE FIELD DETERMINED BASED ON EXISTING AVERAGE GRADE ELEVATION AS COMPARED TO AS-BUILT TOP OF FOUNDATION. DATA PROVIDED BY SURVEYOR. BUILDER SHALL REVIEW HEIGHT WITH ARCHITECT AND LAND SURVEYOR PRIOR TO ANY ROOF FRAMING WORK.

MAX RIDGE ELV. 301.7

BSMNT & GRG. SLAB ELV. 265.0

AVG. NATURAL GRADE ELV. 271.7

T.O.F. ELV. 274.0

17'-0"

3"9'

-0"

± GARAGE SLAB

FIRST TOP PLATE

SECOND SUB-FLOOR

RETAINING WALLS NOTE:

Estimated new high grade against porch,all porch steps must meet 30' front setback (Fully Coordinated by Builder)

18'-6"

9'-3"9'-3"

(± INSIDE FACE OF STONE WALLS)

Estimated high point of wall at porch corner(SEE RETAINING WALLS NOTE)

244 DH3050-2

Architectural shingles over full coverage entire roof ice & water shield (Typ.)

200 C12(RO W: 2'-0 5/8" x H: 2'-0 5/8")

MAX. 14" ROOF EDGE TO MAIN HOUSE OUTSIDE STUD FACE. ALLOWS 6" FOR GUTTER TO ALSO MEET 7.5' SIDE SETBACK. REVIEW WITH AS-BUILT FOUNDATION PLAN. FULL COMPLIANCE TO FIELD CONDITIONS PROVIDED BY BUILDER AND LAND SURVEYOR.

1'-2"1'-2" 31'-6"

Gable

TYP. 2nd FL W. HEAD

SECOND TOP PLATE

8'-5

"

Guardrails at 36" above top of wall (STRUCTURAL DESIGN BY OTHERS)

3'-0

"

4'-1

0"

12± 8.25 ESTABLISH ROOF FRAMING

AND RIDGE HEIGHT ON RIGHT SIDE ELEVATION GABLE FIRST

244 DH2440

7'-8

"







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

A-6

RIGHT SIDEELEVATION

Rough fascia

RIGHT SIDE ELEVATION

FIRST TOP PLATE

SECOND SUB-FLOOR

SECOND TOP PLATE

3'-3"

9'-1

1/4

"8'

-1 1

/4"

200 C345

244 DH2440

Andersen 400 FWG 60611L Slider DR(RO: 6'-0" x 6'-11")

244 DH 3050-2

200 A31-2(RO W: 6'-0 1/8" x H: 2'-0 5/8")

124

TYP. 2nd FL W. HEAD


6'-2

" 7'-1

"

BSMNT & GRG. SLAB ELV. 265.0

9'-0

"

FIRST SUB-FLOOR

T.O.F. ELV. 274.0

200 CXW13200 CXW13

7'-8

"

RIDGE HEIGHT TO CONFORM WITH MOST CURRENT LEXINGTON HEIGHT REGULATIONS. ROOF PITCH SHALL BE FIELD DETERMINED BASED ON EXISTING AVERAGE GRADE ELEVATION AS COMPARED TO AS-BUILT TOP OF FOUNDATION. DATA PROVIDED BY SURVEYOR. BUILDER SHALL REVIEW HEIGHT WITH ARCHITECT AND LAND SURVEYOR PRIOR TO ANY ROOF FRAMING WORK.

3"

PROPOSED HIGHEST RIDGEArchitectural shingles over full coverage entire roof ice & water shield (Typ.)

11'-2 1/4"

MAX RIDGE ELV. 301.7

AVG. NATURAL GRADE ELV. 271.7

8 1/2"

6'-8

"

30'-0

"

12± 7.8

2x6 collar ties @ 32" o.c. (Typ.)

±10"

3'-0

"

11'-2 1/4"







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

Highest ridge line

ROOF SOLAR PANEL PLAN

STRUCTURAL NOTE:Roof Live Load designed to exceed40 lbs per sq ft ground snow loadRoof Dead Load designed to exceed15 lbs per sq ftAdditional dead load of solar panels acceptable for proposed location

300 SQ FT AREA PROVIDED WITH NO ROOF OBSTRUCTIONS FACING WEST

N

S E

W

110° N270°

ROOF PLAN

Electrical and plumbing conduit location(verify per site conditions)

36" to rough fascia

A-7

LEFT SIDEELEVATION

LEFT SIDE ELEVATION

FIRST TOP PLATE

SECOND SUB-FLOOR

FIRST SUB-FLOOR

SECOND TOP PLATE

ATTIC SUB-FLOOR

244 DH2846

7'-1

"

9'-1

1/4

"8'

-1 1

/4"

200 C345

244 DH 3050-2

244 DH2846244 DH2440

(RO: W 6'-0 3/8" x H 4'-5 3/8")200 C145

8'-0

"

TYP. 2nd FL W. HEAD


244 DH2440

±812

(RO: W 2'-0 5/8" x H 4'-5 3/8")

3'-0"

10"


12±7.8

(1) 2x10 bearing plate spikedto top of attic floor joist or sub-floor, provide Simpson H-8 @ 16" o.c. this condition (Typ.)

10"

±

11'-2 1/4" 11'-2 1/4"

244 DH2450

8'-0

"

8'-0

"

244 DH2450







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

A-8

REAR ELEVATION

REAR ELEVATION

9'-1

1/4

"8'

-0"

BOTTOM 11 7/8"FL JOISTS

FIRST TOP PLATE

SECOND SUB-FLOOR

SECOND TOP PLATE

FIRST SUB-FLOOR

244 DH3450-3

244 DH2840-2

244 DH3450-2

244 DH3446-2

TYP. 2nd FL W. HEAD


TOP OF SLAB

10'-0

3/4

"

9'-0

"


200 C12(RO W: 2'-0 5/8" x H: 2'-0 5/8")

12± 5.5

12

7'-8

"

7'-1

"

3"

5.512

MAX. 14" ROOF EDGE TO MAIN HOUSE OUTSIDE STUD FACE. ALLOWS 6" FOR GUTTER TO ALSO MEET 7.5' SIDE SETBACK. REVIEW WITH AS-BUILT FOUNDATION PLAN. FULL COMPLIANCE TO FIELD CONDITIONS PROVIDED BY BUILDER AND LAND SURVEYOR.

1'-2" 1'-2"31'-6"

2x6 collar ties @ 32" o.c. (Typ.)± 1'-0

"

5'-4

"

± 5.5

Field establish pitch to meet ridge height of side facing gable roofs

SCALE: 3/8" = 1'-0"

LOWER TOP PLATE FOR ALL ±5.5 :12 PITCH RAFTER BEARING TO AVOID OVER-NOTCHING RAFTERS

SECOND TOP PLATE

8'-0

"

7'-8 1/2"

15'-5"

Master Bedroom 2x4 Bearing wall

7'-8

"







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

SB

BE

AM

#12

1.25" RIM BOARD

FLU

SH

(2) L

VL

(H: 12.1" x W: 8")

End bearing on steel plate with (2) 1/2" Ø expansion bolts into concrete

Add rim board blocking at all cantilever bays TYP.

11'-6

"

(1) LVL

FLUSH (1) LVL

STEEL BEAM #2 W12 x 45

1.25" RIM BOARD

Lag bolt (1) P.T. 2x8 ledger with(2) 1/2" Ø x 6" bolts @ 16" o.c. (Typ.)

TYP.

FLU

SH

(1) L

VL

A-9

FIRST FLOOR FRAMING PLAN

1'-4"

STA

RT

16"

o.c.

STRUCTURAL NOTES:- Apply double and triple joists where drawn or noted.- Lally columns shall be 3.5" Ø with 4"x4" or 5"x7" Springfield plates lag bolted to LVL girders. - All LVL hangers must use 3.5" 16d spikes into LVL beams.- Microlam LVL multiple member beams shall be glued and spiked or screwed together according to manufacturer's specifications (See Typical Bolting/Screws Diagrams). - PSLs may be substituted for multiple LVLs. PSL sizes must be equal or greater to that of the combined LVL size.- Framing lumber shall be min. #2 spruce pine fir.- Notching of any beams shall be prohibited, notching of joists only as permitted per MA code 780 CMR Chapter 36 and/or I-joist manufacturer's specifications. - All sub-floors: 3/4" T&G plywood or 3/4" ADVANTECH glued and nailed 8" o.c.- Exterior sheathing to be 1/2" CDX or OSB 4x8 sheets nailed w/ 6d common @ 8" o.c.- All 3'-0" span or less window and door headers to be min. (2) 2x10s with 2.5" rigid insulation unless otherwise noted (SEE FRAMING PLANS). - Post all engineered lumber beams continuous to load transfer beams or lally columns & foundation walls. Provide post blocking and squash blocks for all LVL point loads whether drawn on framing plan or not.

FRAMING PLAN LEGEND AND NOTES:(1) LVL = Single 1 3/4" x 11 7/8" flush framed LVL(2) LVL = Double 1 3/4" x 11 7/8" flush framed LVLH1: (2) 2x10s Header with 2.5" rigid in between, single jack studs, all triple stud pocket conditions center stud framed as kingH2 LVL: (3) 1 3/4" x 7 1/4" LVL Header, single jack studs, all triple stud pocket conditions center stud framed as kingP1: 5.5 x 5.25 Versa-Lam or PSL postP2: 3.5 x 5.5 Versa-Lam or PSL postP3: 4x4 Fir PostP4: 4x6 Fir PostSB: 4x6 or 4x4 Squash Block MUST CUT OUT I-JOIST ALL CONDITIONS.

ALL POSTS: minimize top and bottom toe-nailing for all structural posts, structural posts may have direct bearing to 2x6 bottom plate unless otherwise noted. 4x6 squash blocks must align under all posts to foundation sill or drop LVL beams.

DROP LVL

2x6

2x6

2x6

Double

Double

Double

Double

Double

Double

Double

(1) LVL

(3) 1 3/4" x 16" LVL

(2) 1 3/4" x 5 1/2" LVL

DROP STEEL BEAM

DR

OP

LVL

Cantilever end of LVL

Add 2x6 squash blocks @ 16" o.c. for deck ledger lag bolts

P.T.

2x8

s @

16"

o.c

.

1'-4

"

Pre-cast piers with 24" Ø spread footing @ 48" below grade (Typ.)-Bearing up to girder with 6x6 P.T. post w/ galv. post base (Simpson PBS66) fastened to concrete (Typ.)

2'-0

"

1'-4

"

(4) P.T. 2x10s flush beam REQ.

1.25

" RIM

BO

AR

D

1.25

" RIM

BO

AR

D

STEEL COLUMN #1: HSS 3.5x3.5x.25 (min.)-Provide (2) 3/4" Ø high strength steel bolts from top base plate to bottom flange (or 1/4" filet weld)-Pre-weld baseplates: TOP: 10"x4"x1/2" and BOTTOM: 10"x8"x1/2". Poured slab will lock column in place to footing, no fastening req.

(1) 2x12 nailer bolted to top and bottom flages-Provide (2) 5/8" Ø drill holes 32" o.c. along top and bottom flanges for 1/2" Ø lag or through bolts to fasten nailer (no bolts in web of steel required)

2'-8

"2'

-8"

2'-8

"

(Act

ual l

engt

h of

ste

el)

(1) LVL (1) LVL

(1) LVL(1) LVL

BO

ISE-

CA

SCA

DE

11 7

/8"

AJS

20s

@ 1

6" o

.c.

STEEL BEAM #1W10 x 54(SIZE H: 10.1" x W: 10")

Simpson HU11

Simpson HU11

8'-10 1/4" 9'-8 1/2" 3'-11"

13'-0

"15

'-4"18

'-6"

(Act

ual l

engt

h of

ste

el)

3'-2

"

31'-6

"

43'-0" 8'-0"3'-6"

1'-6"

12'-6

"

24'-5 1/4"

9'-6

1/2

"S

tair

roug

h in

side

face

of f

ram

ing

3'-9

"3'

-9"

4'-2 1/2"

22'-0 3/4"

1'-6" 1'-2" 1'-4"1'-4"

BOISE-CASCADE 11 7/8" AJS 20s @ 16" o.c.

6'-5

"

2'-8

"

10'-3

"

STEEL COLUMN #1

6x6

SB

6x6

SB

(1) LVL

Add 2x6 squash blocks @ 16" o.c.

(1) LVL

(1) LVL

(1) 2x12 nailer bolted to top and bottom flages-Provide (2) 5/8" Ø drill holes @ 32" o.c. along top and bottom flanges (no bolts in web required)

2'-8

"1'

-0"

3"3"

2'-8

"

21'-0

"

11'-6

"(c

ente

r ste

el c

ol #

1)19

'-7"

DROP STEEL BEAM

17'-10 1/4"

4x6

SB

4x6

SB

4x6 SB 4x6 SB

4"x4" lally plate

(3) 1 3/4" x 9 1/2" LVL

3'-8 1/4"Stair rough inside

face of framing

8'-0

"2'

-0"

5"x7" lally plate

FLU

SH (3

) 1 3

/4"

x 11

7/8

" LV

L

1'-4

"1'

-4"

1'-4

"1'

-4"

1'-4

"1'

-4"

1'-4

"1'

-4"

1'-4

"1'

-4"

1'-4

"1'

-4"

1'-4

"

BEAM #4

Cut 3-ply LVL to avoid uplift(review with architect on site)5'

-10"

(OR TRUS-JOIST 11 7/8" TJI 230 @ 16" o.c.)

(OR

TR

US-

JOIS

T 11

7/8

" TJ

I 230

@ 1

6" o

.c.)

NEW LVLs Provide min. 2 1/2" end bearing on steel beams

1'-5

"

P1 Post above

SB SBCut out I-joist against rim board for SB (Typ.)







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

HU

11

BEAM #8.5

P4

(2) 1 3/4" x 9 1/2" LVL Drop Header

P4

H2P4 P4

H1

(1) LVL

RIM

BO

AR

D

RIM

BO

AR

DP1

(1) LVL

H1P1

(1) LVL

A-10

SECOND FLOOR FRAMING PLAN

FRAMING PLAN LEGEND AND NOTES:(1) LVL = Single 1 3/4" x 11 7/8" flush framed LVLH1: (2) 2x10s Header with 2.5" rigid in between, single jack studs, all triple stud pocket conditions center stud framed as kingH2 LVL: (3) 1 3/4" x 7 1/4" LVL Header, single jack studs, all triple stud pocket conditions center stud framed as kingP1: 5.5 x 5.25 Versa-Lam or PSL postP2: 3.5 x 5.5 Versa-Lam or PSL postP3: 4x4 Fir PostP4: 4x6 Fir PostSB: 4x6 or 4x4 Squash Block


-Pack web with 2x10s nailer each side as required, use min. 1/2" Ø through-bolts (2) @ 32" o.c. set ± 2" from bottom/top flanges, bolts may stagger or align vertically, provide 5/8" bolt holes pre-drilled along web to avoid joist layout (see plan).-Top flange of steel beam set tight and glued to underside of sub-floor, no nailer required.-5.5x5.25 Versa-Lam or PSL structural posts as specified at end bearing(s) with (2) 5/8" Ø lag-bolts connecting bottom flange of steel into top of structural wood post. Posts shall bear directly onto 3/4" sub-floor (cut out 2x6 bottom plate under right side P1 post).

STEEL BEAM #1 NOTES:

1'-4"

STA

RT

16"

o.c.

FLUSH STEEL BEAMGlue direct to 2nd sub-floorsee notes above

(H: 12.2" x W: 8")

STEEL BEAM#3: W12 x 50

(2) 5/8" Ø through bolt pre-drill locations along web

15'-4

"

SOLID 1-PIECE LVL OR PSLDROP LVL, TOP TIGHT TO BOTTOM OF I-JOISTS

(1) 7" x 14" LVL

H1

H1

(1) LVL for post above

DoubleDouble

(1) LVL

H1

H1

H1

3'-2

"13

'-0"

3'-9

"12

'-6"

31'-6

"

7'-8"

8'-5

"(in

side

face

of f

ram

ing)

(inside face of framing)

44'-6"

46'-6"1'-6" 8'-0"

1'-4" 2'-8" 2'-8"

1'-0" 1'-4"

1'-6

"1'

-2"

1'-4

"11 7

/8"

AJS

20s

@ 1

6" o

.c.

1'-0

"1'

-4"

6"10

"1'

-4"

1'-4

"

H1 H1

(1) LVL

2'-0"

3'-6

"8'

-4"

(Out

side

Fra

min

g)

10'-0"

17'-7 1/2" 6'-9" 22'-1 1/2"

8"

(Outside Framing)

(4) 2x10s header

4'-5"

1'-6"

3'-6"



PORCH RAFTERS: 2x8s @ 16" o.c.PORCH CEILING: 2x6s @ 16" o.c.

(1) LVL for post above

P4 down

P4 down

11 7/8" AJS 20s @ 16" o.c.

(1) LVL

P4

P4

(3) 1 3/4" x 9 1/2" LVL Drop Header

(1) RIM BOARD

20'-3 1/2"24'-2 1/2"

26'-2 1/2"

(2) L

VL

(1) L

VL

(1) RIM BOARD

Double

Double

11'-0

"

3'-9

"

Double

Double

P1

3"

15'-5

"16

'-1"

(Actual length of steel)

(2) 5/8" Ø holes 2.5" from both ends for P1 post lag bolts

2'-8"

BEAM #3

2'-8

"

(1) LVL

Double

BOISE-CASCADE 11 7/8" AJS 20s @ 16" o.c.(OR TRUS-JOIST 11 7/8" TJI 230 @ 16" o.c.)

8"8"

H1

20'-10"

8" 8"

H1

(1) LVL

(2) LVL

HUS410

P4

11'-9

"3'

-0"

(3) 1 3/4" x 11 7/8" LVL drop header

Outside face of double 11 7/8" LVL

8"1'

-4"

1'-1

"(O

R T

RU

S-JO

IST

11 7

/8"

TJI 2

30 @

16"

o.c

.)

Add single

4x4 SB

16'-0

"

11"

P4 P4

H1

6'-5

"

15'-10 1/4" 8'-4 1/4"

Add single

(4) 1 3/4" x 11 7/8" LVL flush LVL (screws req. both sides 3 @ 24" o.c.)

BEAM #9.5

BEAM #8

3'-4

"







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

H1

P4

A-11

ATTIC FLOOR FRAMING PLAN

ATTIC FLOOR FRAMING PLAN

FRAMING PLAN LEGEND AND NOTES:LVL = Single 1 3/4" x 11 7/8" flush framed LVLH1: (2) 2x10s Header with 2.5" rigid in between, single jack studs, all triple stud pocket conditions center stud framed as kingH2 LVL: (3) 1 3/4" x 7 1/4" LVL Header, single jack studs, all triple stud pocket conditions center stud framed as kingP1: 5.5 x 5.25 Versa-Lam or PSL postP2: 3.5 x 5.5 Versa-Lam or PSL postP3: 4x4 Fir PostP4: 4x6 Fir Post


1'-2 1/2"

STA

RT

16"

o.c.

H1

H1

H1

Pul

l Dow

nR

O 2

5.5"

x 5

4"

CATHEDRAL CEILING(SEE A-12)

1'-4"

H1

H1 H1

2x10

s @

16"

o.c

. (Ty

p.)

1'-2

1/2

"

START 16" o.c.

1'-4

"

Add 2x10 blocking @ 24" o.c. 2x10 rim board at gable only

H1

H1

H1

P4

H1

3'-9

"12

'-6"

3'-9

"11

'-6"

31'-6

"

22'-4 1/2"

46'-6"1'-6"

2x10s @ 16" o.c. (Typ.)

(3) 2x8s drop header

H1

(2) 2

x8s

head

er

Double

H1

26'-0 1/2"

2x6s @ 16" o.c.In-fill cathedral ceiling framing

(4) 1 3/4" x 9 1/2" LVLFLUSH LVL

26' STOCK

24' STOCK

BEAM #1

Double

Double

Double

NOTE: DASHED RED WALLS BELOW REPRESENT 2ND FLOOR PARTITIONS, NO WALLS TO BE BUILT ANYWHERE IN ATTIC.

(3) 2x6s post

H1

H1

H1

Singles OK(short span)

Rafter bearing on this header

Notch top edge of ceiling joists to clear underside of roof sheathing

Notch top edge of ceiling joists to clear underside of roof sheathing

(2) 2x10s flush

2x10 on the flat for rafter bearing above

RIDGE

11'-2 1/4" 11'-2 1/4"

(2) 2x10s flush

5'-1 1/2" 16'-4"

8"







JANUARY 2, 2019


NEW HOUSE


BUILDING PERMIT SET

MARCH 29, 2019

ROOF FRAMING PLANNOTE: DASHED RED WALLS BELOW REPRESENT 2ND FLOOR PARTITIONS, NO WALLS TO BE BUILT ANYWHERE IN ATTIC.

P3

TO R

IDG

E

P3 TO RIDGE

A-12

ROOF FRAMING PLAN

GENERAL ROOF FRAMING NOTES:-ALL ROOF RAFTERS: 2x10s @ 16" o.c. (UNLESS OTHERWISE NOTED)-SLEEPERS FOR OVERLAY FRAMING SHALL BE MIN. 1x10 SPRING BOARD STOCK OR 2x10s-ALL 2x12 RIDGES INSTALL min. 2x6 or 1x8 COLLAR TIES @ 32" o.c. @ ± 20" FROM BOTTOM OF RIDGE OR PER FRAMING PLANS AND CROSS SECTIONS.

(1) 1 3/4" x 11 7/8"LVL Ridge

2x12 HIP

3'-9

"6'

-3"

6'-3

"3'

-9"

11'-6

"

15'-9

"15

'-9"

7'-8

"7'

-8"

8'-4

"

1'-4"

STA

RT

16"

o.c.

Simpson H-8 hurricane ties @ 32" o.c. (Typ.)

Simpson H-8 hurricane ties @ 32" o.c.

1'-4"

STA

RT

16"

o.c.

Double

12' STOCK (V.I.F.)

11'-2 1/4" 11'-2 1/4"

22'-4 1/2"

Rafter bearing on top plate below

2x12

RID

GE H1

(1) 2x10 bearing plate spiked to top of attic floor joist(see Left Elevation)

(3) 2x8s drop header

18' S

TOC

K (V

.I.F.

)R

AFT

ERS:

2x1

0s @

16"

o.c

.

P3 TO RIDGE

Double 2x6s @ 32" o.c. up to ridge at slight angle down to 2x10 on the flat for load transfer to bearing wall(SEE REAR ELEVATION)

(2) 2x6 post (2) 2x6 post

See elevations for roof overhang

Rafter bearing on top plate below

11'-2 1/4" 11'-2 1/4"

RIDGE

See elevations for roof overhang

2x10s @ 16" o.c. (Typ.)

2x10 RIDGE

Double

Overlay framed rafters use 2x6s @ 16" o.c. with mid-span stud support at long spans

VALLEY LINE

2x12

RID

GE

VALL

EY L

INE

2x10s @ 16" o.c. (Typ.)20' STOCK (V.I.F.)

DoubleDouble

2x6

Coi

llar T

ies

@ 3

2" o

.c.

2x6 Coillar Ties @ 32" o.c.

2x12 RIDGE

Overlay framed rafters use 2x6s @ 16" o.c. to reduce dead load

(3) 2x10s below (see A-11)

Rafter bearing on header below

RIDGE

31'-6

"

P3 TO RIDGE

berglund homes 51 farmcrest ave march 29,...

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