Andover MA Addition & Renovation Complete Set

KEY TO SYMBOLS

GENERAL NOTES TO CONTRACTOR

REVISION TABLE

FOLEY FIORE

NEW CAST IN PLACE CONCRETE

ARCHITECTURE

SIMPSON SHEAR WALLS (See Structural)

1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES, AMENDMENTS, RULES, REGULATIONS, ORDINANCES, LAWS, ORDERS, AND APPROVALS THAT ARE REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION OVER THE WORK. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY.

BATT INSULATION

SHEET NAME & NUMBER

REVISION

SHEET NAME & NUMBER

REVISION

SPRAY FOAM INSULATION

A 0.0

Basement Demo Plan

A 5.3

Interior Elevations - Mudroom Bath

A 0.1

First Floor Demo Plan

A 5.4

Interior Elevations - Family Room

A 0.2

Second Floor Demo Plan

A 5.5

Interior Elevations - Master Bath

A 1.0

Proposed Basement Plan

A 5.6

Interior Elevations - Master Bedroom

A 1.1

Proposed First Floor Plan

Y

A 5.7

Interior Elevations - Master Closet

A 1.2

Proposed Second Floor Plan

Y

A 5.8

Interior Elevations - Butlers Pantry & Laundry

A 1.3

Proposed Roof Plan

A 5.9

Interior Elevations - Front Hall

A1.4

First Flooring Plan

A 5.10

Interior Elevations - Dining & Powder Room

Y

A1.5

Second Flooring Plan

A 5.11

Interior Elevations - Office

Y

4. ASBESTOS ABATEMENT, LEAD PAINT REMOVAL, AND OTHER HAZARDOUS MATERIAL REMOVAL IS NOT IN THE CONTRACT. SHOULD THE CONTRACTOR ENCOUNTER THE PRESENCE, OR POSSIBLE PRESENCE, OF POTENTIALLY HAZARDOUS MATERIALS, THE CONTRACTOR SHALL NOTIFY THE OWNER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK.

A 3.0

Prop. Ext. Elevations - N&W

Y

A 5.12

Interior Elevations - Playroom

Y

A 3.1

Prop. Ext. Elevations - S&E

Y

A 5.13

Interior Elevations - Playroom

Y

5. WORK SHALL BE PERFORMED IN A SAFE AND ORDERLY MANNER WITH DUE CONSIDERATION FOR THE SAFETY AND PROTECTION OF ALL PERSONNEL, EXISTING SURFACES, MATERIALS AND EQUIPMENT. DUST PROTECTIVE DEVICES SHALL BE INSTALLED AND MAINTAINED AS NECESSARY AND AS REQUIRED BY THE OWNER OR AUTHORITIES.

A 4.0

Proposed Building Sections

A 5.14

Interior Elevations - Gym

Y

A 4.1

Proposed Building Sections

A 5.15

Interior Elevations - Bedroom/Bath 1

Y

A 5.0

Interior Elevations - Kitchen & Dining

Y

A 5.16

Interior Elevations - Bedroom/Bath 2

Y

A 5.1

Interior Elevations - Kitchen Island

Y

A5.17

Interior Elevations - Bedroom/Bath 3

Y

A 5.2

Interior Elevations - Mudroom

Y

A 7.1

Proposed First Floor Reflected Ceiling Plan

Y

A 7.2

Proposed Second Floor Reflected Ceiling Plan

Y

2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL VISIT THE SITE, ACCOMPANIED BY THE OWNER AND ARCHITECT, AND SHALL NOTE THE EXISTING CONDITIONS AFFECTING THE WORK. THE CONTRACTOR SHALL EXAMINE ADJOINING WORK FOR ASSURANCE THAT NO CONDITIONS EXIST TO PREVENT THE COMPLETION OF FIRST CLASS WORK. IF CONTRACTOR OBSERVES FIELD CONDITIONS THAT ARE AT VARIANCE WITH THE WORK SHOWN IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING SO THAT ACTION MAY BE TAKEN TO ACCOMMODATE THE CONDITION PRIOR TO BEGINNING CONSTRUCTION.

0 A0.0

0 A0.0

EXTERIOR ELEVATION LOCATOR

SECTION LOCATOR

2 3 A0.0 1

3. IF UNUSUAL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, SUCH AS CONFLICTS BETWEEN NEW CONSTRUCTION AND EXISTING UTILITIES, ANY OF WHICH HAVE TO BE REROUTED OR MODIFIED, OR ANY OTHER SUBSTANTIAL COMPLICATION WHICH COULD NOT BE FORESEEN AT THE OUTSET OF CONSTRUCTION, THE OWNER, ARCHITECT, CONTRACTOR AND AFFECTED SUBCONTRACTORS SHALL MEET TO DETERMINE A FAIR AND EQUITABLE SOLUTION AS EACH ISSUE OCCURS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS BEFORE COMMENCEMENT OF WORK. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN WITHOUT NOTIFYING AND RECEIVING APPROVAL FROM THE ARCHITECT.

INTERIOR ELEVATION LOCATOR

EXTERIOR WINDOW & DOOR # REFERENCE SCHED.

0

INTERIOR DOOR # REFERENCE SCHED.

Y

8. BUILDING SHALL BE MAINTAINED IN WEATHERPROOF & SECURE CONDITION THROUGHOUT WORK.

PROPOSED PLOT PLAN - NOT TO SCALE

9. VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, PHONE, ELECTRICAL, LIGHTING AND PLUMBING AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF EQUIPMENT ARE PROVIDED.

DRAWING INDEX 10. DIMENSIONS SHALL BE FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE.

13. ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT AND IN PROPER ALIGNMENT. 14. PATCH AND REPAIR FINISHES DISTURBED OR DAMAGED BY REMOVAL OR NEW WORK OPERATIONS, OR AS REQUIRED TO ACCOMMODATE NEW FINISHES. WHERE REMOVAL OF WORK EXPOSES HOLES, CRACKS, ANCHORAGE INSERTS, OR OTHER IMPERFECTIONS, THEY SHALL BE SUITABLY REPAIRED BY THE GENERAL CONTRACTOR TO MATCH THE EXISTING ADJACENT SURFACES. OPENINGS IN CEILINGS, FLOORS, AND WALLS AS A RESULT OF REMOVAL OF THE EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE INFILLED. PATCH AS REQUIRED TO MATCH ADJACENT FINISHES OF EXISTING CONSTRUCTION. PATCHING MATERIALS SHALL COMPLY WITH FIRE RATED CONSTRUCTION REQUIREMENTS WHERE APPLICABLE. 15. WHEN PROJECT IS COMPLETE, CLEAN AND POLISH GLASS, HARDWARE, AND OTHER SUCH ITEMS WITH FACTORY FINISHES. REMOVE ALL DUST WITH TREATED DUST CLOTHS OR VACUUM CLEANERS. WASTE AND REFUSE CAUSED

BY THE WORK SHALL BE REMOVED FROM PREMISES AND DISPOSED OF BY CONTRACTOR. CLEAN SITE AT END OF PROJECT. REMOVE DUST, DEBRIS, OILS, STAINS, FINGERPRINTS, AND LABELS FROM EXPOSED SURFACES, INCLUDING GLAZING. 16. ALL STAIRS TO CONFORM TO BUILDING CODE. IRC 2009 R311.7 AND MASSACHUSETTS RESIDENTIAL CODE 780 CMR R311.1 & R311.2

A0

Title Page

X1.0 X1.1 X1.2 X1.3

Existing Basement Plan Existing First Floor Plan Existing Second Floor Plan Existing Roof Plan

X3.0 X3.1

Existing Exterior Elevations Existing Exterior Elevations

A 0.0 A 0.1 A 0.2

Basement Demo Plan First Floor Demo Plan Second Floor Demo Plan

A 1.0 A 1.1 A 1.2 A 1.3 A1.4 A1.5

Proposed Basement Plan Proposed First Floor Plan Proposed Second Floor Plan Proposed Roof Plan First Flooring Plan Second Flooring Plan

A 3.0 A 3.1

Proposed Exterior Elevations - North and West Proposed Exterior Elevations - South and East

A 4.0 A 4.1

Proposed Building Sections Proposed Building Sections

A 5.0 A 5.1 A 5.2 A 5.3 A 5.4 A 5.5 A 5.6 A 5.7 A 5.8 A 5.9 A 5.10 A 5.11 A 5.12 A 5.13 A 5.14 A 5.15 A 5.16 A5.17

Interior Elevations - Kitchen & Dining Interior Elevations - Kitchen Island Interior Elevations - Mudroom Interior Elevations - Mudroom Bath Interior Elevations - Family Room Interior Elevations - Master Bath Interior Elevations - Master Bedroom Interior Elevations - Master Closet Interior Elevations - Butlers Pantry & Laundry Interior Elevations - Front Hall Interior Elevations - Dining & Powder Room Interior Elevations - Office Interior Elevations - Playroom Interior Elevations - Playroom Interior Elevations - Gym Interior Elevations - Bedroom/Bath 1 Interior Elevations - Bedroom/Bath 2 Interior Elevations - Bedroom/Bath 3

A 7.1 A 7.2

Proposed First Floor Reflected Ceiling Plan Proposed Second Floor Reflected Ceiling Plan

A 8.0A8.5

Proposed Exterior Details

S0.01 S1.00 S1.01 S1.02 S1.03 S3.01 S3.02 S3.03

General Notes Foundation Plan First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Sections Sections Sections

Y

04/28/2023 BULLETIN SET 4

0

7. SAFETY MEASURES: AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE. INCLUDING THE SAFETY OF PERSONS AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S, ENGINEER'S OR OWNER'S JOB SITE REVIEW IS NOT INTENDED TO REVIEW THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INFORMING TRADES OF THEIR SEQUENCE OF WORK OPERATIONS, AND MAKING CERTAIN THAT THEY HAVE COORDINATED THEIR WORK WITH ONE ANOTHER. GENERAL CONTRACTOR SHALL SEQUENCE WORK IN THE MOST ECONOMICAL AND EFFICIENT MANNER TO BENEFIT THE OWNER. OUT OF SEQUENCE WORK WHICH IS REQUIRED TO MEET THE INTENT OF THE CONSTRUCTION DOCUMENTS, OR DIRECTED BY THE GENERAL CONTRACTOR SHALL NOT CAUSE THE OWNER ANY ADDITIONAL EXPENSE.

Y

4

6. DEBRIS SHALL BE CONTAINERIZED AND REMOVED FROM THE SPACE AND BUILDING ON A REGULAR BASIS, IN ACCORDANCE WITH AN AGREEMENT MADE BETWEEN THE OWNER AND THE CONTRACTOR.

11. DO NOT SCALE DRAWINGS. IF A DIMENSION IS IN QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE, LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AS NECESSARY AND BE RESPONSIBLE FOR COORDINATION WITH NEW WORK. NO WORK SHALL BEGIN UNTIL SUCH COORDINATION HAS BEEN PERFORMED.

Y

316 Cambridge St. Cambridge, MA 02141 6 1 7 .. 5 4 7 .. 8 0 0 2

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Title Page

Sheet:

A0

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

4 X3.1

HUMIDITY

04/28/2023 BULLETIN SET 4

FLUE EXHAUST

H

3 X3.1

1 X3.0

5'-8"

UP 9R

6'-10" STAIR ABOVE

W SOLAR

UP 14R 7'-9"

E

Bernardi Residence

120 Abbot Street Andover, MA 01810

2 X3.0

Date: 01/26/22

Existing Basement Plan 1/4" = 1'-0"

Scale: As Noted

n

1

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Title: Existing Floor Plans Sheet:

X1.0

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

4 X3.1

SH:2'-7" HH: 4'-5"

SH: 1'-6-1/2" HH: 7'-0" SH: 1'-6-1/2" HH: 7'-0"

SH: 1'-6-1/2" HH: 7'-0"

DN 8" DN 8"

9'-10"

WALK IN CLOSET 000

MASTER BATH 000

SH:2'-7" HH: 4'-5"

DN 8" STEP

8'-3" SH: 3'-6" HH: 7'-1/2"

MAIL DESK

RANGE

DW

FAMILY ROOM 000

8" STEP

KITCHEN 000

SH:2'-6" HH: 7'-0"

18'-7"

8" STEP

OVEN

3 X3.1

1 X3.0

8" STEP WINE REF.

GARAGE 000

DN

REF

MASTER BEDROOM 000

DN 14R

UP 11R

DN 9R

HALL 000

POWDER ROOM 000

8'-3" 8'-9"

04/28/2023 BULLETIN SET 4

11'-4"

DN 6R

SH:2'-6" HH: 7'-0"

7'-11"

SH:1'-2" HH: 7'-0"

FOYER 000 LAUNDRY 000

DINING ROOM 000

UP 15R

17'-5"

OFFICE 000

DN 4" SH: 2'-11" HH: 7'-0" SH: 3'-6" HH: 7'-0" SH: 1'-7" HH: 7'-0"

SH: 1'-7" HH: 7'-0"

DN 8"

SH: 1'-7" HH: 7'-0"

SH: 1'-7" HH: 7'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

2 X3.0

Date: 01/26/22

1

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Existing First Floor Plan 1/4" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted

n

SH: 3'-6" HH: 7'-0"

Title: Existing Floor Plans Sheet:

X1.1

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

BONUS ROOM 000

04/28/2023 BULLETIN SET 4

KNEE WALL 3'-1"

ACCESS PANEL

KNEE WALL 3'-1"

4 X3.1

SH: 2'-3" HH: 6'-8"

OPEN TO BELOW DN 3"

W.I.C 000 BATHROOM 000

3 X3.1

BATHROOM 000

SKYLIGHT

KNEE WALL: 4'-6"

1 X3.0

HALL 000

DN 11R

8'-9"

DN 15R

SH: 2'-3" HH: 6'-8"

8'-0"

DN 4R

KNEE WALL: 4'-6"

SKYLIGHT

BOYS ROOM 000

ATTIC HATCH

8'-0"

STORAGE 000 SH: 2'-3" HH: 6'-8"

BEDROOM 000

GIRLS ROOM 000

OPEN TO BELOW

8'-0"

ACCESS PANEL

8'-0"

SH: 2'-3" HH: 6'-8"

SH: 2'-3" HH: 6'-8"

SH: 2'-3" HH: 6'-8"

SH: 2'-3" HH: 6'-8"

Bernardi Residence

SH: 2'-3" HH: 6'-8"

120 Abbot Street Andover, MA 01810

2 X3.0

Date: 01/26/22

1

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Existing Second Floor Plan 1/4" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted

n

PLAY ROOM 000

Title: Existing Floor Plans Sheet:

X1.2

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

4 X3.1

3 X3.1

1 X3.0

Bernardi Residence

120 Abbot Street Andover, MA 01810

2 X3.0

Date: 01/26/22

Existing Roof Plan 1/4" = 1'-0"

Scale: As Noted

n

1

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Title: Existing Floor Plans Sheet:

X1.3

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

±8'-0"

2ND FLOOR CEILING

2ND FIN. FLOOR

GARAGE SLAB

Existing West Elevation 1/4" = 1'-0" BASEMENT SLAB

±8'-0"

2ND FLOOR CEILING

Bernardi Residence

2ND FIN. FLOOR SOLAR PANELS

±9'-6"

120 Abbot Street Andover, MA 01810

1ST FIN. FLOOR

GARAGE SLAB

1

±3'-3"

2

04/28/2023 BULLETIN SET 4

GARAGE SLAB

±3'-3"

1ST FIN. FLOOR

±6'-5"

1ST FIN. FLOOR

±6'-5"

±3'-3"

±6'-11"

±9'-6"

2ND FIN. FLOOR (PLAYROOM)

Existing South Elevation 1/4" = 1'-0" BASEMENT SLAB

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Existing Exterior Elevations Sheet:

X3.0

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

±8'-0"

2ND FLOOR CEILING

SOLAR PANELS

±6'-5"

GARAGE SLAB

±3'-3"

1ST FIN. FLOOR

Existing East Elevation 1/4" = 1'-0"

BASEMENT SLAB

±8'-0"

2ND FLOOR CEILING

SKYLIGHT

Bernardi Residence

SKYLIGHT

±6'-11"

2ND FIN. FLOOR (PLAYROOM)

±2'-4"

2ND FIN. FLOOR

GARAGE SLAB

±3'-3"

1ST FIN. FLOOR

±6'-5"

4

04/28/2023 BULLETIN SET 4

±9'-6"

2ND FIN. FLOOR (PLAYROOM)

±2'-4"

2ND FIN. FLOOR

3

Existing North Elevation 1/4" = 1'-0"

CELLAR SLAB

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Existing Exterior Elevations Sheet:

X3.1

General Demolition Notes

LEGEND

FOLEY FIORE

ARCHITECTURE

1. PROTECT ALL AFFECTED AREAS FROM WEATHER THROUGHOUT CONSTRUCTION.

EXISTING WALL TO REMAIN

2. PROTECT ADJOINING AREAS FROM CONSTRUCTION DEBRIS, DUST, ETC. 3. CONSULT WITH SALVAGE COMPANY PRIOR TO DEMOLITION TO TAG & IDENTIFY ITEMS TO BE SALVAGED.

ITEM FOR DEMOLITION

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WORK (SCREENED FOR REFERENCE, SEE PROPOSED FLOOR PLANS FOR MORE INFORMATION)

General Notes -

PROPOSED WORK SCREENED FOR REFERENCE; SEE PROPOSED FLOOR PLANS FOR MORE INFORMATION.

-

WALKTHROUGH WITH STRUCTURAL ENGINEER TO BE PERFORMED AFTER INTERIOR FINISHES ARE DEMOLISHED IN EXISTING HOUSE TO CONFIRM EXISTING STRUCTURAL CONFIGURATION. CONSULT W/ OWNERS FOR ANY FIXTURES/APPLIANCES TO REMAIN

-

2 A3.0

2 A3.1

PORTION TO BE FULL HEIGHT, MATCH EXISTING SLAB ELEVATION

FLUE EXHAUST REMOVE EXISTING FOUNDATION WALL & FOOTINGS

NEW FRAMING TO RAISE HEAD HEIGHT BELOW LIVING ROOM

H

REMOVE AND REPLACE EXISTING FROST WALL WITH FULL HEIGHT FOUNDATION WALL & FOOTING

1 A3.0

UP 10R REMOVE AND REPLACE EXISTING GARAGE SLAB (E) STAIR TO REMAIN W SOLAR

UP 14R

(E) STAIR TO REMAIN

(E) FROST WALL TO REMAIN E

Bernardi Residence

120 Abbot Street Andover, MA 01810

Date: 01/26/22

3 A3.0

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/4" = 1'-0"

n

1 A3.1

04/28/2023 BULLETIN SET 4

HUMIDITY

Title: Demo Basement Plan Sheet:

1

Basement Demo Plan 1/4" = 1'-0"

A0.0

General Demolition Notes

LEGEND

FOLEY FIORE

ARCHITECTURE

1. PROTECT ALL AFFECTED AREAS FROM WEATHER THROUGHOUT CONSTRUCTION.

EXISTING WALL TO REMAIN

2. PROTECT ADJOINING AREAS FROM CONSTRUCTION DEBRIS, DUST, ETC. 3. CONSULT WITH SALVAGE COMPANY PRIOR TO DEMOLITION TO TAG & IDENTIFY ITEMS TO BE SALVAGED.

ITEM FOR DEMOLITION

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WORK (SCREENED FOR REFERENCE, SEE PROPOSED FLOOR PLANS FOR MORE INFORMATION)

General Notes -

PROPOSED WORK SCREENED FOR REFERENCE; SEE PROPOSED FLOOR PLANS FOR MORE INFORMATION.

-

WALKTHROUGH WITH STRUCTURAL ENGINEER TO BE PERFORMED AFTER INTERIOR FINISHES ARE DEMOLISHED IN EXISTING HOUSE TO CONFIRM EXISTING STRUCTURAL CONFIGURATION. CONSULT W/ OWNERS FOR ANY FIXTURES/APPLIANCES TO REMAIN

-

BREAKFAST AREA 111

TERRACE TO BE REMOVED

100 A

04/28/2023 BULLETIN SET 4

http://www.us.kohler.com/onlinecatalog/pdf/1015384_1.pdf

Purist(R) widespread lavatory faucet with low spout and low lever handles 6630502 14410-4

POWDER RM. 109 KITCHEN 110

MASTER BEDROOMREMOVE BATHROOM IN 113 ITS ENTIRETY INCLUDING

FIXTURES AND FINISHES

MUDROOM 108

FLOOR TO BE RAISED 103 A

REMOVE (E) STEPS

LIVING ROOM 112

REMOVE (E) FIREPLACE AND BUILT INS

102 A 104 A

MAIL DESK

PANTRY 107

SLOPE DOWN

REMOVE (E) STEPS

REMOVE SINK, CABINETS, AND ALL APPLIANCESBUTLERS PANTRY 106

115 A

℄ WINDOW OPPOSITE

Purist(R) widespread lavatory faucet with low spout and low lever handles http://www.us.kohler.com/onlinecatalog/pdf/1015384_1.pdf 6630502 14410-4

℄ BATH DOOR

OVEN 105 A

PWD. ROOM 105

REMOVE (E) COLUMNS, 109 A

℄ DOOR

112 A 111 A

REMOVE FIXTURES AND FINISHES IN ENTIRETY 114 A

106 A

GARAGE 104

MASTER CLOSET 115

107 A

MASTER BATH 114

113 A

(E)RAILINGS AND BALUSTERS TO BE REMOVED AND REPLACED

4" 1'-2" REMOVE (E) FIREPLACE

1'-2"

108 A

LAUNDRY 103

FRONT HALL 101 DINING REMOVE (E) COLUMNS 102

(E)TREADS & RISERS TO BE REFINISHED

110 A

JOE'S OFFICE 116

(E) SIDING TO BE REMOVED, TYP.

Bernardi Residence

DEMOLISH PORTION OF GARAGE WALL, SEE PROPOSED PLAN 116 A

120 Abbot Street Andover, MA 01810 ALL 1ST FLOOR WINDOWS TO BE REMOVED, TYP.

ALL 1ST FLOOR WINDOWS TO BE REMOVED, TYP.

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/4" = 1'-0"

n

101 A

Title: First Floor Demo Plan Sheet:

1

First Floor Demo Plan 1/4" = 1'-0"

A0.1

General Demolition Notes

LEGEND

FOLEY FIORE

ARCHITECTURE

1. PROTECT ALL AFFECTED AREAS FROM WEATHER THROUGHOUT CONSTRUCTION.

EXISTING WALL TO REMAIN

2. PROTECT ADJOINING AREAS FROM CONSTRUCTION DEBRIS, DUST, ETC. 3. CONSULT WITH SALVAGE COMPANY PRIOR TO DEMOLITION TO TAG & IDENTIFY ITEMS TO BE SALVAGED.

ITEM FOR DEMOLITION

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WORK (SCREENED FOR REFERENCE, SEE PROPOSED FLOOR PLANS FOR MORE INFORMATION)

General Notes -

PROPOSED WORK SCREENED FOR REFERENCE; SEE PROPOSED FLOOR PLANS FOR MORE INFORMATION.

-

WALKTHROUGH WITH STRUCTURAL ENGINEER TO BE PERFORMED AFTER INTERIOR FINISHES ARE DEMOLISHED IN EXISTING HOUSE TO CONFIRM EXISTING STRUCTURAL CONFIGURATION. CONSULT W/ OWNERS FOR ANY FIXTURES/APPLIANCES TO REMAIN

-

ROOF TO BE REMOVED AND REBUILT, SEE PROPOSED DRAWINGS ROOF TO BE REMOVED AND REBUILT, SEE PROPOSED DRAWINGS

±9'-8"

LINEAR NICHE

REMOVE IN ITS ENTIRETY

±7'-2"

OPEN TO BELOW NEW DORMER ABOVE, SEE PROP. DRAWINGS

213 A

212 A

200 A

DN 3"

211 A

REMOVE & REPLACE (E) HANDRAIL & BALUSTERS

SLOPE DOWN

210 A

ALIGN

REF. BASE CAB. W/ SHELVES ABV.

MAINTAIN (E) STAIR IF POSSIBLE. RISERS TO BE ADDED ON, SEE PROPOSED DRAWINGS 7 ft. Pool Table

DN 11R

DN 15R 209 A

204 A

REMOVE (E) STAIR DN 4R

REMOVE & REPLACE (E) HANDRAILS & BALUSTERS

ATTIC HATCH

LINEAR NICHE

30" TOWEL BAR

DN 15R

(E)TREADS & RISERS TO BE REFINISHED

BENCH

66X32

SHELVING

GAME TABLE

BASE CABINET W/ SHELVES ABOVE

207 A 208 A

REMOVE IN ITS ENTIRETY

205 A

80" TV 202 A

201 A

SHELVES

DESK W/ SHELVES ABOVE

206 A

STORAGE / LINEN T.O. WALL 6'-7" OPEN TO BELOW

Bernardi Residence

REMOVE (E) RAILING REMOVE (E) ACCESS DOOR & INFILL PORTION OF WALL

50" TV

120 Abbot Street Andover, MA 01810

TREAD

ALL 2ND FLOOR WINDOWS TO BE REMOVED, TYP.

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/4" = 1'-0"

n

FLOOR EXERCISE MAT

WEIGHT RACK

SECOND FLOOR PORTION & ROOF TO BE REMOVED ENTIRELY, SEE PROP. DRAWINGS

T.O. WALL ±5'-5"

VERIFY INSULATION BEYOND EXISTING WALL

TWIN BED

REMOVE PORTION OF WALL FOR PROP. WINDOWS. SEE PROPOSED PLANS & ELEVATIONS

T.O. WALL ±5'-5"

LINE OF DORMER ABOVE

T.O. WALL ±7'-5"

04/28/2023 BULLETIN SET 4

TWIN BED

Title: Second Floor Demo Plan Sheet:

1

Second Floor Demo Plan 1/4" = 1'-0"

A0.2

FOLEY FIORE

ARCHITECTURE

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

EXISTING WALL PROPOSED WALL

3 A3.1

48'-9" 1" 16'-22

16'-4"

2 A4.0

ALIGN

2 A3.0

2 A3.1

04/28/2023 BULLETIN SET 4

3 A4.0

4'-0"

1" 16'-22

3 A4.1 2 A4.1

PROPOSED FROST WALL AND FOOTING

6'-6" VIF

4'-6" VIF

PROPOSED SPREAD FOOTING & COLUMN

19'-6"

PROPOSED SPREAD FOOTING & COLUMN

1 A4.0

FULL HEIGHT, MATCH EXISTING SLAB ELEVATION

EXTENT OF EXISTING FOUNDATION

PROPOSED SPREAD FOOTING & COLUMN

1 A3.1

PROPOSED SPREAD FOOTING & COLUMN

1 A3.0

H

PROPOSED SPREAD FOOTING

55'-3"

5'-8"

LINE OF EXISTING GARAGE SLAB ON GRADE

23'-9"

UP 9R

6'-10"

NEW SLAB ON GRADE

STAIR ABOVE

W SOLAR

ELECTRICAL SERVICE

AREA OF FUTURE PLAYROOM

UP 14R 7'-9"

PROPOSED COLUMN ON (E) FROST WALL, SEE STRUCTURAL SERIES

Bernardi Residence

12'-1"

120 Abbot Street Andover, MA 01810

NEW SLAB ON GRADE

1 A4.1

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

3 A3.0

3'-0"

Scale: 1/4" = 1'-0"

26'-0"

28'-11"

n

5'-11"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Title: Proposed Basement Plan Sheet:

34'-10"

1

Proposed Basement Plan 1/4" = 1'-0"

A1.0

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION EXISTING WALL

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WALL 3 A3.1

3 A4.0

1" 52

1" 52 EQ

EQ

EQ

+/- 16'-4"V.I.F.

EQ

EQ

EQ

EQ

11'-1" DECK EXTENSION

3'-0" DECK EXTENSION

+/- 48'-9"

EQ

12 1" 4'-82

1" 4'-82

2 A4.0

D4T 1" 52

D4

12

7

7

6

SL1

SL1

DN 4 MODELNUMBER TRADENAME PRODUCT

10 TRADENAME MODELNUMBER

104 A

R.O. OF DOOR

DN 9R @ 7-1/2"

DN 5R @ 1 ±6'-427-1/2" "

111 A

ALIGN

DN 14R

1" 17'-42

1 A5.9 3

1" 3'-02

2

30" TOWEL BAR

1" 7'-112

10'-8" 4

7 A5.5 8

113 A

MASTER BATH 114

35'-4"

1 A5.5 3 5 A5.5 6

2

1'-2"

EQ EQ

3'-2"

W/D W/D STACKED STACKED

108 A

1 A3.0

SHELVES

1'-2" 1" 8'-82

EQ

1" 32

4"x4" chase DRESSER

114 A

4

EQ

SHOES

℄ DOOR

04/28/2023 BULLETIN SET 4

1'-10"

112 A

11'-8"

MASTER CLOSET 115

1" 52

109 A

UP 11R @ 7-1/2"

107 A

ALIGN

6

9

2

8'-6"

1" 52

GARAGE 104

6

BOX BEAM ABOVE

106 A

105 A

1 A5.7 3

℄ BATH DOOR EQ EQ

5 A5.8 7

24" WINE

105

1" 4'-62

8

9'X20' PARKING AREA

115 A

℄ WINDOW OPPOSITE EQ EQ

MODELNUMBER TRADENAME PRODUCT MATERIAL

8

2'-0"

4

BUTLERS PANTRY 106

PWD. ROOM 5 A5.10 7

EQ

SHOES

1" 7'-72

1 A3.1

SHELVES

UNIT 14T TRANSOM WINDOW ABOVE EQ EQ

(E)REF.

DRESSER

SLOPE DOWN

1" 3'-102

PANTRY 107

1" 26'-12

BUILT IN CABINETRY

FIREPLACE CONFIGURATION TBD. TO BE ISSUED AS SK FROM ARCH.

PRODUCT TRADENAME

30" OVENS

DN 2R

A EQ

2

LIVING ROOM 112

PRODUCT

23'-3"

2

NICHE/SHELF

42" REF./FREEZER

1 A5.4 3

9

12

SHELVING

1 A5.6 3

OPEN TO DORMER ABOVE

±6'-4"

9'-7"

DN 3R

4

1'-10"

10'-6"

MODELNUMBER

R.O. OF DOOR

6"

4

9 A5.8 11

±2'-2"

GAS FIREPLACE

2

103 A 102 A

MASTER BEDROOM 113

4"

2'-0"

SL2

1 A5.0 3

2 A4.1

EQ

EQ

101 A

1" 52

EQ

48" X 126"

4'-2"

2

3'X7' TABLE

4

CHARGING STATION

EQ

2'-0"

MICRO.

KITCHEN 110

1 A5.2 3

DN

2

1 A4.0

4

D5T D5

1 A5.1 3

11'-2"

MODELNUMBER

MUDROOM 108

FIREPLACE CONFIGURATION TBD. TO BE ISSUED AS SK FROM ARCH.

5

BENCH

4'-0"

9

2 A3.1

2 A3.0

POWDER RM. 109

2a

±19'-6"

4

TRADENAME PRODUCT MATERIAL

A5.2

BENCH

BREAKFAST AREA 111

EQ

4a

5'-1" 3'-8"

100 A

PRODUCT TRADENAME MODELNUMBER

VALANCE & CROWN ABOVE

TRASH

4'-0"

PRODUCT TRADENAME MODELNUMBER

PRODUCT TRADENAME MODELNUMBER

DW

6'-9"

2

7

3 A4.1

TV

1 A5.3 3

1" 8'-82

EQ

24" REF. DRAWERS

MATERIAL PRODUCT TRADENAME MODELNUMBER

4A 30x60 A5.9

1" ±20'-102

LAUNDRY 103

DINING 102

B EQ

±10'-2"

4

110 A

1" 32

1 A5.10 3

JOE'S OFFICE 116

2

EQ

1" ±92 1 52"

R.O. OF DOOR

± 3'-10" 1" 32

1 A5.11 3 2

120 Abbot Street Andover, MA 01810

1 A4.1 1

WALL TO CAPTURE PROPOSED COLUMN, SEE S1.00 & S1.01

1

DN 8"

1

Date: 01/26/22

1

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

B EQ

1" 52

1" 52 5'-6"

8

8 1" 7'-02

8 1" 7'-02

1" 25'-112

5'-6" 1" 52

EQ.

EQ.

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

3 A3.0

Scale: 1/4"=1'-0"

n

1" 12'-02

8A*

Bernardi Residence

EQ

116 A

8A*

EQ

1" 52

4

PRODUCT TRADENAME MODELNUMBER

DN 4"

PAD OUT WALL FOR LINEAR NICHE. SEE A5.5

9

1" ±12'-22

2

FRONT HALL 101

7'-1"

±10'-7"

A EQ

1" ±3'-92

1 A5.8 3

FREE STANDING, ADJUSTABLE DESK

2A 4

Title: Proposed 1st Floor Plans Sheet:

1

Proposed First Floor Plan 1/4" = 1'-0"

A1.1

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION EXISTING WALL

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WALL

3 A3.1

2 A4.0

EQ

EQ 10

2'-4"

10

±9'-8"

1" 52

2 A3.1

2 A3.0

3 A4.1

4

35'-2"

9

9

2

TWIN BED

1" 52

LINEAR NICHE 11 9 A5.17

OPEN TO BELOW

212 A

213 A

BEDROOM 1 (TEDDY) 209

6'-5"

13

±7'-2"

T.O. WALL ±5'-5"

VERIFY INSULATION BEYOND EXISTING WALL

T.O. WALL ±5'-5"

℄ KITCHEN WINDOW BELOW

LINE OF DORMER ABOVE

1" ±16'-42

±18'-0"

WINDOW & DORMER CENTERED ABOVE MASTER BEDROOM WINDOWS BELOW

℄

EQ

1 A5.15 3

2 A4.1

1" 52

11

T.O. WALL ±7'-5"

1 A4.0

EQ

TWIN BED

04/28/2023 BULLETIN SET 4

3 A4.0

200 A

1 A5.13

EQ

EQ

8

209 A

204 A

208 A

1 A5.12 3

DESK W/ SHELVES ABOVE

202 A

SHELVES

BEDROOM 2 (BRIDGET) 206

OPEN TO BELOW

4

1 A3.0

EQ 9A

WINDOW CENTERED ABOVE MASTER BATH WINDOW BELOW

4 1 A5.16 3

BEDROOM 3 (HENRY) 205

Bernardi Residence

2

1" 14'-102

±1'-6"

4 1 A5.14 3

50" TV

1" 3'-42

±14'-1"

T.O. WALL 6'-7"

2

1'-11" 1" 3'-32

4'-1"

9

1" 52

STORAGE / LINEN 1" 32

1" 52

206 A

MATERIAL PRODUCT TRADENAME MODELNUMBER

EQ

1" 7'-102

1 A5.17 3

1 A4.1

2

EQ

120 Abbot Street Andover, MA 01810

EQ

WEIGHT RACK

10

1" 2'-62

10 1" 2'-62 1" 52

3'-0"

EQ 1" 52

9

9

9

9

9

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

10 1" 3'-34 25'-11"

EQ 3 A3.0

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

1" V.I.F. +/- 5'-102 Scale: 1/4" = 1'-0"

n

1" 52

FLOOR EXERCISE MAT

1" 52

1" 12'-02

BATH 2 (BRIDGET) 207

8

205 A

80" TV

TREAD

5 A5.16 7

9

1" 3'-02

6'-2" 6

1" 22'-52

4'-7" BASE CABINET W/ SHELVES ABOVE

207 A

4

2

11 A5.16 10

5'-1"

3'-10"

ATTIC HATCH

PLAYROOM 203

WINDOW CENTERED ABOVE MASTER CLOSET WINDOW BELOW

1" 17'-112

DN 15R

HALL 201

2'-11"

9 A5.15 10

3'-8" 1" 32

±4'-7"

SHELVING

MATERIAL PRODUCT TRADENAME MODELNUMBER

30" TOWEL BAR

24'-2"

BATH 3 (HENRY) 202

66X32

9

1" 3'-22 CLEAR

PRODUCT TRADENAME

PRODUCT TRADENAME MODELNUMBER

MODELNUMBER

DN 15R

10

5'-7"

BENCH

1" 2'-22

5 A5.17 7 8

GYM 204

EQ 1" 3'-02

EQ

±5'-1"

LINEAR NICHE

2

201 A

BATH 1 (TEDDY) 208

6

7 ft. Pool Table

13

5 A5.15 7

1" 5'-62

EQ

1" 1'-22

BASE CAB. W/ SHELVES ABV.

6

210 A

9'-6"

REF.

MATERIAL PRODUCT TRADENAME MODELNUMBER

8'-2"

℄

GAME TABLE

1" 3'-52

2'-1"

SLOPE DOWN

ALIGN

1 A3.1

211 A

EQ

1" 52

10

Title: Proposed 2nd Floor Plan Sheet:

1

Proposed Second Floor Plan 1/4" = 1'-0"

A1.2

FOLEY FIORE

ARCHITECTURE

NOTE: REFER TO S1.03 FOR FURTHER INFORMATION

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

3 A3.1

3 A4.0

ROOFING MATERIAL 1

ROOFING MATERIAL 1

ROOFING MATERIAL 2

3 A4.1

2 A3.0

2:12

10:12

10:12

1 A4.0

2 A3.1

10:12

04/28/2023 BULLETIN SET 4

ROOFING MATERIAL 1

2 A4.0

10:12 ±4:12

2 A4.1

10:12

10:12

ROOFING MATERIAL 2 ROOFING MATERIAL 2

ROOFING MATERIAL 1

3:12

ROOFING MATERIAL 1

1 A3.0

4:12

ROOFING MATERIAL 2

1 A3.1

±8:12 MATCH (E)

(E) ±8:12

ROOFING MATERIAL 1

(E) ±8:12

S1

S1 ROOFING MATERIAL 1

ROOFING MATERIAL 2

(E) ±8:12

ROOFING MATERIAL 1 ROOFING MATERIAL 1

Bernardi Residence S1

8:12

4:12

ROOFING MATERIAL 2

120 Abbot Street Andover, MA 01810

S1

1 A4.1

Date: 01/26/22

8:12

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

8:12

ROOFING MATERIAL 1

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

3 A3.0

Scale: 1/4" = 1'-0"

n

±8:12 MATCH (E)

ROOFING MATERIAL 1

Title: Proposed Roof Plan Plan Sheet:

1

Proposed Roof Plan 1/4" = 1'-0"

A1.3

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION EXISTING WALL

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WALL

04/28/2023 BULLETIN SET 4

BREAKFAST AREA 111 Purist(R) widespread lavatory faucet with low spout and low lever handles http://www.us.kohler.com/onlinecatalog/pdf/1015384_1.pdf

6630502 14410-4

POWDER RM. 109 KITCHEN 110

MASTER BEDROOM 113

MUDROOM 108

LIVING ROOM 112

PANTRY 107

SLOPE DOWN

BUTLERS PANTRY 106

℄ WINDOW OPPOSITE

Purist(R) widespread lavatory faucet with low spout and low lever handles http://www.us.kohler.com/onlinecatalog/pdf/1015384_1.pdf 6630502 14410-4

℄ BATH DOOR

PWD. ROOM 105

MASTER CLOSET 115

℄ DOOR LINEAR DRAIN AS SCHEDULED

GARAGE 104

4"

MASTER BATH 114

1'-2"

LAUNDRY 103

FRONT HALL 101 DINING 102

Bernardi Residence

JOE'S OFFICE 116

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/4"=1'-0"

n

FLOOR TILE TBD

1'-2"

Title: Proposed 1st Floor Flooring Plan Sheet:

1

Proposed First Floor Flooring Plan 1/4" = 1'-0"

A1.4

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION EXISTING WALL

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED WALL

04/28/2023 BULLETIN SET 4

±9'-8"

±7'-2"

BEDROOM 1 (TEDDY) 209

LINEAR DRAIN AS SCHEDULED SLOPE DOWN

BATH 1 (TEDDY) 208

BATH 3 (HENRY) 202 HALL 201

LINEAR DRAIN AS SCHEDULED PLAYROOM 203 BATH 2 (BRIDGET) 207

BEDROOM 2 (BRIDGET) 206

Bernardi Residence

BEDROOM 3 (HENRY) 205 GYM 204

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

n

Scale: 1/4" = 1'-0" Title: Proposed 2nd Floor Flooring Plan Sheet:

1

Proposed Second Floor Flooring Plan 1/4" = 1'-0"

A1.5

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

S1

S1

ROOFING MATERIAL 1 ROOFING MATERIAL 1

3 A8.1

9

9A

ROOFING MATERIAL 2 10

2ND FIN. FLOOR

9

9

10

9

9

ROOFING MATERIAL 2 1 A8.0

2 A8.0

8A* 8

8

8A*

SIDING MATERIAL 1

8

04/28/2023 BULLETIN SET 4

SIDING MATERIAL 1

9

SIDING MATERIAL 2 1

1ST FIN. FLOOR

1

1

3 A8.0

4 A8.0

1

MUDROOM FIN. FLOOR GARAGE SLAB

SIDING MATERIAL 2

BASEMENT SLAB

3

SIDING MATERIAL 1

Proposed West Elevation 1/4" = 1'-0"

ALIGN UNDERSIDES OF SOFFITS

ROOFING MATERIAL 1 2 A8.1

ROOFING MATERIAL 2

ROOFING MATERIAL 1

9

9

9

9

Bernardi Residence

2ND FIN. FLOOR

120 Abbot Street Andover, MA 01810

14T

SIDING MATERIAL 1 9 5

9

SIDING MATERIAL 1 1ST FIN. FLOOR

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

GARAGE SLAB

2

9

Date: 01/26/22

Proposed Partial South Elevation

1

1/4" = 1'-0" BASEMENT SLAB

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Proposed South Elevation 1/4" = 1'-0"

Scale: As Noted Title: Proposed Exterior Elevations Sheet:

A3.0

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

ROOFING MATERIAL 1 1 A8.1

ROOFING MATERIAL 2

ROOFING MATERIAL 2

SIDING MATERIAL 2 12

12 13

11 10

10

2 A8.5

D4T

SIDING MATERIAL 1

SIDING MATERIAL 1 6 SL1

SL2

SL1

1ST FIN. FLOOR

7

1ST FIN. FLOOR

7 D4

MUDROOM FIN. FLOOR GARAGE SLAB

SIDING MATERIAL 1

SIDING MATERIAL 1

3

SIDING MATERIAL 1

04/28/2023 BULLETIN SET 4

2ND FIN. FLOOR

Proposed East Elevation 1/4" = 1'-0"

ROOFING MATERIAL 2 ROOFING MATERIAL 1

https://www.bimobject.com/en-us/vibia/product/vibia-palo-alto-4516

SIDING MATERIAL 2

ROOFING MATERIAL 1

ROOFING MATERIAL 1 13 1 A8.2

1 A8.5

10

2ND FIN. FLOOR

1 A8.6

10 1 A8.7

SIDING MATERIAL 2

SIDING MATERIAL 1

Bernardi Residence

SIDING MATERIAL 1

55" TV

120 Abbot Street Andover, MA 01810 1ST FIN. FLOOR

7

D5T D5

Date: 01/26/22

MUDROOM FIN. FLOOR GARAGE SLAB

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

BASEMENT SLAB

2

Proposed Partial North Elevation 1/4" = 1'-0"

1

Proposed North Elevation 1/4" = 1'-0"

Scale: As Noted Title: Proposed Exterior Elevations Sheet:

A3.1

SECTION BUILD-UP KEY:

STEEL RIDGE BEAM PER STRUCTURAL DRAWINGS 12

4

+ _ 8

BELOW GRADE:

ABOVE GRADE:

1 - GARAGE SLAB

3 - EXTERIOR WALL (R-TBD)

-

-

LVL RIDGE BEAM PER STRUCT. DWGS.

12

4" SLAB WITH REINFORCING AS REQ. 4" GRAVEL DRAINAGE LAYER

2 - NEW FOUNDATION WALL

T.O. WALL

GYM

000

000

7

1" +/-14'-22

-

(E) 2ND FLOOR FIN.

- REFER TO HERS REPORT FOR BUILDING PERFORMANCE SUMMARY

R.O. UNIT 8 5" 2'-118

±8'-6"

±9'-3"

+/-9'-6"

R.O. UNIT 6 5" 3'-118 1" ±2'-112

8"

6'-0"

(E) 1ST FLOOR FIN.

5

MUDROOM SUBFLOOR

2

1

MATCH (E) SLAB ELEVATION

NEW SLAB ON GRADE

NEW FOUNDATION WALL & FOOTING

-

FINISH FLOOR AS REQ. 3/4" T&G ADVANTECH FLOOR SYSTEM AS REQ. (SEE STRUCT.) CLOSED CELL SPRAY FOAM

ASPHALT SHINGLES GRACE ICE AND WATER SHIELD/ROOFING PAPER AS REQ. 5/8" PLYWOOD ROOF RAFTERS WITH CLOSED CELL SPRAY FOAM STRAPPING GYPSUM BOARD WITH SKIM COAT

7 - DORMER ROOF (R-TBD) -

+/-5'-6"

±7'-8"

(E) GARAGE SLAB

5 - FLOOR SYSTEM OVER CRAWL SPACE

-

GARAGE

APPROX. FINISH GRADE

FINISH FLOOR AS REQ. 3/4" T&G ADVANTECH FLOOR SYSTEM AS REQ. (SEE STRUCT.) 2 LAYERS 3" ROXUL 'SAFE 'N' SOUND' ROCK WOOL, TBD STRAPPING GYPSUM BOARD w/ SKIM COAT

6 - ROOF (R-TBD)

+/-3'-3"

1" ±6'-114

+/-8'-10"

STEEL BEAM PER STRUCTURAL DRAWINGS

000

-

- REFER TO STRUCTURAL DRAWINGS AND DETAILS

- CONTRACTOR TO NOTIFY ARCHITECT AFTER DEMO IS COMPLETE SO THAT EXISTING (E) DIMENSIONS CAN BE VERIFIED.

KITCHEN

-

SIDING AS SPECIFIED, TBD VERTICAL RAINSCREEN STRAPPING WEATHER RESISTANT BARRIER, TAPE AT ALL SEAMS (SPEC TBD.) 1 2" ADVANTECH SHEATHING CLOSED CELL SPRAY FOAM IN STUD WALL, VERIFY IF (E) EXTERIOR WALLS ARE 2X6 FRAMING. GYPSUM BOARD w/ SKIM COAT

4 - FLOOR SYSTEM

T.O. WALL LVL PER STRUCTURALS

TUFF N DRI DRAINAGE SYSTEM FOUNDATION WALL AS SPECIFIED (SEE STRUCT.) 2" DOW TUFF-R CONTINUOUS INTERIOR POLYISO INSULATION

NOTES:

1'-83 4"

1" 3'-98

PLAYROOM

R.O. UNIT 10 6'-0"

LVL PER STRUCTURALS

R.O. UNIT 13 5" 3'-118

9'-0" 12

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PROPOSED T.O. RIDGE

7

2

ARCHITECTURE

STANDING SEAM METAL ROOF, TBD GRACE ICE AND WATER SHIELD/ROOFING PAPER AS REQ. 5/8" PLYWOOD ROOF RAFTERS WITH CLOSED CELL SPRAY FOAM STRAPPING GYPSUM BOARD WITH SKIM COAT

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION

(E) BASEMENT SLAB

EXISTING STRUCTURE 3

04/28/2023 BULLETIN SET 4

6

FOLEY FIORE

Proposed Section 1/4" = 1'-0"

(E) T.O. RIDGE STEEL BEAM PER STRUCTURAL DRAWINGS

LIVING ROOM DORMER BEYOND

PROPOSED T.O. RIDGE 12 +/-9'-9"

+ _ 8

+/-8'-8"

6

S1 12 + _ 8

7 3

1 A8.1

12 (E) ATTIC SUBFLOOR

T.O. WALL

12 5" R.O. 2'-38 UNIT 12

1" +/-8'-82 +/-9'-6"

+/-9'-6"

R.O. UNIT SL2 8'-4"

120 Abbot Street Andover, MA 01810

3

(E) GARAGE SLAB

+/-6'-0"

NEW FOUNDATION WALL & FOOTING BREAK IN NEW /EXISTING SLAB

(E) GARAGE SLAB

PROPOSED FRAMING TO MATCH FLOOR LEVELS

(E) BASEMENT SLAB

SEE STRCUTURALS

+/-2'-9"

SEE STRUCTURALS

(E) 1ST FLOOR FIN. +/-2'-9"

(E) 1ST FLOOR FIN.

+/-6'-0"

LAUNDRY 103

3'-6"

BUTLERS PANTRY 106

Bernardi Residence

R.O. UNIT 8A* 1" 3'-72

1" R.O. 7'-22 UNIT SL1

BREAKFAST AREA 111

1'-4"

(E) 2ND FLOOR FIN. 17'-7"

(E) 2ND FLOOR FIN.

12'-4"

2'-9"

+ _ 8

T.O. PROPOSED DECK

FALSE FRAME CEILING AT DORMER

R.O. UNIT 11 6'-5 85"

+/-6'-83 4"

STORAGE/ LINEN

UNIT 9 R.O ±4'-8" VIF

T.O. WALL

PLAYROOM 203

SEE STRUCTURALS

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

(E) BASEMENT SLAB Scale: 1/4"=1'-0" Title: Proposed Building Sections

2

Proposed Section 1/4" = 1'-0"

1

Proposed Section 1/4" = 1'-0"

Sheet:

A4.0

FOLEY FIORE

SECTION BUILD-UP KEY:

ARCHITECTURE

BELOW GRADE:

ABOVE GRADE:

1 - GARAGE SLAB

3 - EXTERIOR WALL (R-TBD)

-

-

4" SLAB WITH REINFORCING AS REQ. 4" GRAVEL DRAINAGE LAYER

2 - NEW FOUNDATION WALL -

LVL PER STRUCTURAL DRAWINGS

ALIGN RIDGE HEIGHTS

TUFF N DRI DRAINAGE SYSTEM FOUNDATION WALL AS SPECIFIED (SEE STRUCT.) 2" DOW TUFF-R CONTINUOUS INTERIOR POLYISO INSULATION

12

12

6

4 - FLOOR SYSTEM -

NOTES:

12

10

SIDING AS SPECIFIED, TBD VERTICAL RAINSCREEN STRAPPING WEATHER RESISTANT BARRIER, TAPE AT ALL SEAMS (SPEC TBD.) 1 2" ADVANTECH SHEATHING CLOSED CELL SPRAY FOAM IN STUD WALL. VERIFY IS (E) EXTERIOR WALLS ARE 2X6 FRAMING. GYPSUM BOARD w/ SKIM COAT

PROPOSED T.O. RIDGE

6 10

-

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

10

FINISH FLOOR AS REQ. 3/4" T&G ADVANTECH FLOOR SYSTEM AS REQ. (SEE STRUCT.) 2 LAYERS 3" ROXUL 'SAFE 'N' SOUND' ROCK WOOL, TBD STRAPPING GYPSUM BOARD w/ SKIM COAT

- REFER TO STRUCTURAL DRAWINGS AND DETAILS

-

R.O. DOOR D5 7'-0"

SEE STRUCTURALS MUDROOM SUBFLOOR

5

-

SEE STRUCTURALS

EXISTING BASEMENT 000

±7'-8"

CRAWL SPACE

MATCH EXISTING SLAB ELEVATION

STANDING SEAM METAL ROOF, TBD GRACE ICE AND WATER SHIELD/ROOFING PAPER AS REQ. 5/8" PLYWOOD ROOF RAFTERS WITH CLOSED CELL SPRAY FOAM STRAPPING GYPSUM BOARD WITH SKIM COAT

2

±5'-8"

CRAWL SPACE

ASPHALT SHINGLES GRACE ICE AND WATER SHIELD/ROOFING PAPER AS REQ. 5/8" PLYWOOD ROOF RAFTERS WITH CLOSED CELL SPRAY FOAM STRAPPING GYPSUM BOARD WITH SKIM COAT

7 - DORMER ROOF (R-TBD)

(E) 1ST FLOOR FIN. 2'-0"

MUDROOM 108

9'-7"

±8'-6"

±9'-3"

7'-7"

KITCHEN 110

FINISH FLOOR AS REQ. 3/4" T&G ADVANTECH FLOOR SYSTEM AS REQ. (SEE STRUCT.) CLOSED CELL SPRAY FOAM

6 - ROOF (R-TBD)

FALSE FRAME CEILING

BREAKFAST AREA 111

-

NOTE: REFER TO STRUCTURAL SERIES FOR FURTHER INFORMATION EXISTING STRUCTURE

Proposed Section 1/4" = 1'-0"

VERIFY MIN. SPACE REQ'D FOR MECH

12

3'-0"

4

7 2 A8.1

4

12

8

12 10

6 S1

12

T.O. WALL @ DORMER

T.O. WALL @ DORMER

204

T.O. WALL

2ND FLR SUBFLOOR

1'-83 4"

5'-0"

1" 5'-52

9'-2"

R.O. UNIT 10 6'-0"

GYM

Bernardi Residence

MASTER BEDROOM 114

VOLVO XC90

GARAGE 104

120 Abbot Street Andover, MA 01810

VOLVO XC90

Date: 01/26/22

(E)

(E) FIRST FLOOR FIN.

HEADER PER STRUCTURAL DRAWINGS V.I.F. ALIGN W/ EXISTING 2ND FLOOR

1" 7'-24

2'-6"

R.O. UNIT 4 4'-8"

(E)

(E)2ND FLOOR SUBFLOOR

1" 6'-112

R.O. UNIT 9 4'-8"

BEDROOM 1 209

1" 2'-44

1" 7'-72

3

V.I.F.

3

04/28/2023 BULLETIN SET 4

1 A8.2

- CONTRACTOR TO NOTIFY ARCHITECT AFTER DEMO IS COMPLETE SO THAT EXISTING (E) DIMENSIONS CAN BE VERIFIED.

+/-16'-10"

±13'-7"

TRAY CEILING

BASEMENT 000

+/- 8'-9" V.I.F.

3

1'-11"

V.I.F. (E) STRUCTURE

R.O. UNIT 5 5'-8"

T.O. WALL

R.O. UNIT D5T 1'-7"

LVL PER STRUCTURALS

5 - FLOOR SYSTEM OVER CRAWL SPACE

- REFER TO HERS REPORT FOR BUILDING PERFORMANCE SUMMARY

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

(E) GARAGE SLAB

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/4"=1'-0"

(E) BASEMENT SLAB

Title: Proposed Building Sections

2

Proposed Section 1/4" = 1'-0"

1

Proposed Section 1/4" = 1'-0"

Sheet:

A4.1

FOLEY FIORE

ARCHITECTURE

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

6" STONE BACKSPLASH

32" tv

PRODUCT MODELNUMBER TRADENAME

3'-0"

PRODUCT TRADENAME MODELNUMBER

REV A SHELF, PIE TRAYS SHAPED LAZY SUSAN

DISHWASHER

PULLOUTS WITHIN

TRASH/REC.

4

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

U.C. LIGHTING DRIVER LOCATION

PROFILE B

TO LIVING ROOM

Kitchen / Dining - East

Dining - South

3

1/2" = 1'-0"

1/2" = 1'-0"

U.C. LIGHTING UNDER CABINET LIGHTING

PROFILE B

PROFILE B

Bernardi Residence

TRAYS

Date: 01/26/22

19" TYP.

19" TYP.

ADJ. SHELVES

120 Abbot Street Andover, MA 01810

OUTLET BEHIND TRADENAME MODELNUMBER

PRODUCT MODELNUMBER TRADENAME

PRODUCT

FIXED SHELF AT COUNTER HEIGHT PULLOUT DRAWER

TRASH/ REC

TO LIVING ROOM

TO BUTLERS PANTRY

TO PANTRY

PROFILE B FALSE DOUBLE DRAWER

2

Kitchen / Dining - West 1/2" = 1'-0"

30" OVENS, SEE SPECS

42" REF.

APPLIANCE DRAWER

TO MUDROOM

TO MUDROOM

PULLOUTS WITHIN

1

PRODUCT TRADENAME MODELNUMBER

REV A SHELF, BASE CABINET SHELF

SPICES

PRODUCT TRADENAME MODELNUMBER

PROFILE B REV A SHELF, BASE CABINET PULLOUT W/ 6 UTENSIL BINS

Kitchen - North 1/2" = 1'-0"

PROVIDE 3" OF SPACE BEHIND FOR GAS LINE

PULLOUTS WITHIN

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.0

FOLEY FIORE

ARCHITECTURE

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

32" tv

MODELNUMBER TRADENAME PRODUCT

TRADENAME MODELNUMBER

PRODUCT

2 OUTLETS PER CODE

4

Kitchen Island - East

3

1/2" = 1'-0"

Kitchen Island - South 1/2" = 1'-0"

EQ

±8'-6"

EQ 5'-8"

1'-0"

6"

1'-0"

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

U.C. LIGHTING DRIVER LOCATION

Bernardi Residence

120 Abbot Street Andover, MA 01810

PRODUCT TRADENAME MODELNUMBER

Date: 01/26/22

PRODUCT TRADENAME MODELNUMBER

24" MICROWAVE

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

REV A SHELF, DOUBLE KNIFE BLOCK

PROFILE A (WALNUT)

REV A SHELF, DRAWER PEG SYSTEM

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

CL Island Scale: 1/2" = 1'-0"

2

Kitchen Island - West 1/2" = 1'-0"

1

Kitchen Island - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.1

U.C. LIGHTING DRIVER LOCATION

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

ORIGINAL INT. FINISH

ISH

IG OR

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

ISH

IN .F

NT

I AL

FOLEY FIORE

IN .F

NT

IN

I

IG OR

LI A N

PTD. GYP.

PROFILE B

PTD. WOOD TRIM BAND

PROFILE B

PTD. GYP.

UNDERSIDE TO MATCH FINISH OF CABINET DOORS

PTD. WHITE SHELF ALIGN

04/28/2023 BULLETIN SET 4

UNDERSIDE TO MATCH FINISH OF DOORS. UNDER SHELF LIGHTING

VERTICAL SHIPLAP BY BBI

VERTICAL SHIPLAP BY BBI STONE TOP WITH WATERFALL EDGES

PRODUCT TRADENAME MODELNUMBER

PRODUCT TRADENAME MODELNUMBER

TO KITCHEN

TOP TBD OUTLET WITHIN DRAWER. ACCOMMODATE DRAWER DEPTH FOR OUTLET SPEC PTD. GYP.

GANGED OUTLET & SWITCH FOR UC LIGHTING

TO EXTERIOR

Mudroom - East 2

4

1/2" = 1'-0"

TO BATHROOM

STONE

3

Mudroom - East

Mudroom - South 1/2" = 1'-0"

1/2" = 1'-0"

ORIGINAL INT. FINISH

ISH

I AL

.

NT

FIN

PTD. GYP.

IN IG R O

PTD. WOOD TRIM BAND

Bernardi Residence

PTD. GYP.

FLOATING SHELVES

120 Abbot Street Andover, MA 01810

TILE ON ENTIRE WALL Date: 01/26/22

1'-8"

UNDER SHELF LIGHTING STONE

STONE TRADENAME MODELNUMBER

PRODUCT

PRODUCT TRADENAME MODELNUMBER

PRODUCT TRADENAME MODELNUMBER

PRODUCT TRADENAME MODELNUMBER

4'-8"

4A

CHARGING STATION - PROFILE B

PTD. WOOD CABINETRY PROFILE A TO GARAGE

2A

Mudroom - West 2 1/2" = 1'-0"

2

STORAGE

Mudroom - West 1/2" = 1'-0"

TO EXTERIOR

DOG FOOD, DOUBLE TRASH/ CLOSED TOP RECYCLING WITHIN

1

Mudroom - North 1/2" = 1'-0"

TRAYS

24" REF. DRAWERS

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.2

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

PTD. GYP.

Bernardi Residence PROFILE A PTD. GYP.

SHIPLAP

BY BBI

120 Abbot Street Andover, MA 01810

PTD. WOOD

DELLS PAINTING 7'-6"

STONE PRODUCT MATERIAL

Date: 01/26/22

MODELNUMBER TRADENAME

STONE

MODELNUMBER TRADENAME PRODUCT

PROFILE A

C

MATERIAL

Mudroom Bath - East 1/2" = 1'-0"

PROFILE A

CUSTOM WOOD BENCH W/ LIFTING TOP

PROFILE A

TO MUDROOM

PTD. WOOD

PTD. GYP.

4

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

MODELNUMBER TRADENAME PRODUCT MATERIAL

3

Mudroom Bath - South 1/2" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

2

Mudroom Bath - West 1/2" = 1'-0"

1

Mudroom Bath - North 1/2" = 1'-0"

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.3

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE SLOPE DOWN

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

SLOPE DOWN

PTD. GYP.

WALLPAPER TBD.

WALLPAPER TBD.

SHELF MATERIAL TBD

EAST COAST MANTELS THE CHALKWELL

FIREPLACE CONFIGURATION TO BE ISSUED AS SK FROM ARCH.

4

Living Room - East

3

1/2" = 1'-0"

04/28/2023 BULLETIN SET 4

65" TV

Living Room - South 1/2" = 1'-0"

EXISTING RAILINGS, BALUSTERS, & NEWELS TO BE REMOVED AND REPLACED. CONDITION & STYLE TBD.

PTD. GYP.

Bernardi Residence

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

TO ENTRY HALL

2

Living Room - West 1/2" = 1'-0"

TO DINING

1

Living Room - North 1/2" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.4

FOLEY FIORE

ARCHITECTURE

NOTE: EXACT SHOWER RECESS DIMENSIONS TBD UNTIL TILE IS SELECTED

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

PTD. GYP.

NOTE: TILE AND PLUMBING FIXTURE LOCATIONS TO BE REVIEWED ON SITE W/ ARCH & CLIENT PRIOR TO INSTALL

PTD. GYP.

TO MASTER BATH

Master Bath Toilet Rm. - South 1/2" = 1'-0"

7

Master Bath Toilet Rm. - North 1/2" = 1'-0"

04/28/2023 BULLETIN SET 4

±1'-8" 2 FULL SHEET COURSINGS

8

PTD. GYP. TILE

PTD. GYP.

7'-2" VIF

TILE

TILE

℄

3'-3"

3'-3" VIF

STONE SILL

30" TOWEL BARS

STONE SHELVES

Master Bath Shower - South 1/2" = 1'-0"

5

TOILET ROOM

STONE CURB & JAMBS

TO MASTER BED

Master Bath Shower - North 4

1/2" = 1'-0"

TILE AS SCHEDULED

Master Bath - East 1/2" = 1'-0"

TILE AS SCHEDULED

PTD. GYP.

PTD. GYP.

Bernardi Residence

ADJ. SHELVES WITHIN

6"

1'-0"

1" ±32

PROFILE B

120 Abbot Street Andover, MA 01810

LOWER DOORS TO HAVE POCKET HINGES

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

3'-0"

6

TILE

STONE TUB DECK W/ WATERFALL EDGE

FALSE DOUBLE DRAWER

PROFILE B

FALSE DOUBLE DRAWER

FALSE DOUBLE DRAWER

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

TO TOILET ROOM

PTD. GYP.

Scale: 1/2" = 1'-0"

3

Master Bath - South 1/2" = 1'-0"

2

Master Bath - West 1/2" = 1'-0"

1

Master Bath - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.5

FOLEY FIORE

ARCHITECTURE

U.C. LIGHTING DRIVER LOCATION

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

04/28/2023 BULLETIN SET 4

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

7'-11" CLEAR DIMENSION BETWEEN CASINGS

TO EXTERIOR

BEDSIDE SCONCE LOCATION TBD.

1'-10"

KING SIZE BED

TO MASTER CLOSET

Master Bedroom - East

4

3

1/2" = 1'-0"

Master Bedroom - South 1/2" = 1'-0"

PROFILE B 3"X43" VENT

Bernardi Residence

PTD. GYP.

120 Abbot Street Andover, MA 01810

55" TV

1'-1"

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

2'-0"

4'-2"

Date: 01/26/22

PROFILE C

2

Master Bedroom - West 1/2" = 1'-0"

TO HALL

5'-1" Callaway 40 - Kozy Heat

1

Master Bedroom - North 1/2" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

5'-4" Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.6

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

UNDER SHELF LIGHTING

MIRROR

SHOES DRESSER

4

DOUBLE HANGING

TALL HANGING

SHOES BEYOND BENCH

Master Closet - East 1/2" = 1'-0"

UNDER SHELF LIGHTING

Bernardi Residence

MIRROR

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

SHOES SHOES

SHOES

SHOES BEYOND BENCH

TALL HANGING

DOUBLE HANGING

DRESSER

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

3

Master Closet - South 1/2" = 1'-0"

2

Master Closet - West 1/2" = 1'-0"

1

Master Closet - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.7

U.C. LIGHTING DRIVER LOCATION

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PTD. GYP.

PTD. GYP.

PTD. GYP.

PTD. GYP.

PTD. WOOD SHELVES

UNDER SHELF LIGHTING STONE

12

Pantry - East

11

1/2" = 1'-0"

Pantry - South

10

1/2" = 1'-0"

U.C. DRIVER

Pantry - West

9

1/2" = 1'-0"

Pantry - North 1/2" = 1'-0"

04/28/2023 BULLETIN SET 4

PROFILE B

TALL CABINET FOR VACUUM

UPPER CABINETS PROFILE A WHITE INT. FINISH WHITE

GLASS PANELS LINEAR LIGHTING @ RIGHT SIDE JAMBS

ADJ. SHELVES WALNUT INT.

LINEAR LIGHTING @ JAMBS

1'-7"

MIRROR BACKSPLASH

PULL OUTS WALNUT INT.

UNDER CABINET LIGHTING & OUTLETS. SEE RCP DIAGRAM BELOW.

GLASS PANELED DOOR TO MATCH REF. PANEL

TO DINING

PULL OUTS BEHIND DOORS PROFILE A

24" WINE REF.

TO HALL

TO HALL

TO POWDER ROOM

WALNUT FINISH

Butlers Pantry - East

WALL SIDE

6

36" PLUG MOLD

1/2" = 1'-0"

Butlers Pantry - West

5

1/2" = 1'-0"

Butlers Pantry - North 1/2" = 1'-0"

LED STRIP LIGHT

7

Butlers Pantry - South 1/2" = 1'-0"

±1'-0"

3'-2"

±6"

3'-2" ±6"

8

PTD. GYP.

Bernardi Residence

ALIGN SOFFIT W/ WALL BEHIND

TILE

120 Abbot Street Andover, MA 01810

Date: 01/26/22

TRADENAME MODELNUMBER

PRODUCT

STONE PRODUCT TRADENAME MODELNUMBER

TRADENAME MODELNUMBER

PRODUCT

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

PTD. WOOD CABINETRY PROFILE A

STACKED DRYERS

4

STACKED WASHERS

TO HALL

Laundry Room - East 1/2" = 1'-0"

DOUBLE TRASH

3

Laundry Room - South 1/2" = 1'-0"

2

REV A SHELF, BASE CABINET PULLOUT

(3) DOUBLE TRASH PULLOUTS

Laundry Room - West 1/2" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

1

Laundry Room - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.8

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

EXISTING RAILINGS, BALUSTERS, & NEWELS TO BE REMOVED AND REPLACED. CONDITION & STYLE TBD.

EXISTING RAILINGS, BALUSTERS, & NEWELS TO BE REMOVED AND REPLACED. CONDITION & STYLE TBD.

EXISTING RAILINGS, BALUSTERS, & NEWELS TO BE REMOVED AND REPLACED. CONDITION & STYLE TBD.

PTD. GYP.

04/28/2023 BULLETIN SET 4

EXISTING RAILINGS & BALUSTERS TO BE REMOVED AND REPLACED. CONDITION & STYLE TBD.

EXISTING STAIRS TO BE REFINISHED. LAST 3 TREADS & RISERS TO BE RECONFIGURED. ARCH TO ISSUE SK.

TO LIVING ROOM

4A

TO MASTER SUITE

TO DINING ROOM

Front Hall - East

TO OFFICE

4

1/2" = 1'-0"

Front Hall - East 1/2" = 1'-0"

TO LIVING ROOM

TO MASTER BED

TO OFFICE

3

Front Hall - South 1/2" = 1'-0"

PTD. WOOD SHELVES

BY BBI

EXISTING RAILINGS, BALUSTERS, & NEWELS TO BE REMOVED AND REPLACED. CONDITION & STYLE TBD. PTD. GYP.

Bernardi Residence

120 Abbot Street Andover, MA 01810

Date: 01/26/22

TO MASTER WING

TO BASEMENT

TO OFFICE

TO DINING ROOM

TO DINING

TO LIVING

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

Front Hall - West 2A 1/2" = 1'-0"

2

Front Hall - West 1/2" = 1'-0"

1

Front Hall - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.9

FOLEY FIORE

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

PTD. GYP PTD. GYP.

MODELNUMBER

MODELNUMBER

TRADENAME PRODUCT MATERIAL

TRADENAME PRODUCT MATERIAL

PTD. WOOD 20" DEEP VANITY

8

Powder Room - South

7

1/2" = 1'-0"

Powder Room - South 1/2" = 1'-0"

6

Powder Room - West

5

1/2" = 1'-0"

4

Powder Room - North 1/2" = 1'-0"

04/28/2023 BULLETIN SET 4

PROFILE C

Dining Room - East 1/2" = 1'-0"

Bernardi Residence

PTD. GYP.

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

3

Dining Room - South 1/2" = 1'-0"

2

Dining Room - West 1/2" = 1'-0"

1

Dining Room - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.10

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

PTD. GYP.

WOOD TOP W/ WATERFALL EDGE

4

8 OUTLETS & 2 ETHERNET PORTS

Office - East 1/2" = 1'-0"

Bernardi Residence PTD. GYP

120 Abbot Street Andover, MA 01810 ART

3"

6" OUTLETS & ETHERNET PORT

Date: 01/26/22

OUTLETS & ETHERNET PORT

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

PROFILE B

PULLOUT SHELVES WITHIN

OPEN WORK SPACE

ADJUSTABLE SHELVES WITHIN

BLIND DOOR TO CLOSET

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

TO FRONT HALL Scale: 1/2" = 1'-0"

3

Office - South 1/2" = 1'-0"

2

Office - West 1/2" = 1'-0"

1

Office - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.11

FOLEY FIORE

ARCHITECTURE

U.C. LIGHTING DRIVER LOCATION

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE 316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

SCONCES WALNUT FLOATING SHELVES

UNDER SHELF LIGHTING STONE TRADENAME MODELNUMBER

TRADENAME MODELNUMBER

PRODUCT

PRODUCT

PRODUCT TRADENAME MODELNUMBER

PRODUCT TRADENAME MODELNUMBER

PTD. WOOD PROFILE A

POOL TABLE

4

CLOSET

24" BEVERAGE REF.

Playroom - East

STAIRS DOWN

TRASH/ REC.

3

1/2" = 1'-0"

TO HALL

Playroom - South 1/2" = 1'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

ADJ. PTD. WOOD SHELVES 85" TV

Date: 01/26/22

ART

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

PTD. WOOD PROFILE A

KICK VENT FOR SPEAKER

CLOSED STORAGE

SLIDING POCKET DOOR TO GYM

2

Playroom - West 1/2" = 1'-0"

ADJ. SHELF BEHIND

TOP DIVIDER TO BE REMOVABLE

1

Playroom - North 1/2" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.12

FOLEY FIORE

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

85" TV

PTD. GYP.

RAILING PROFILE TBD.

CLOSED STORAGE

RAILING & BALUSTER PROFILE TBD.

2

Playroom - West @ Stair Section 1/2" = 1'-0"

1

POOL TABLE

04/28/2023 BULLETIN SET 4

PTD. GYP.

Playroom - North 1/2" = 1'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.13

FOLEY FIORE

ARCHITECTURE

PTD. GYP.

55" TV

PTD. GYP.

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

04/28/2023 BULLETIN SET 4

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE

PTD. GYP.

TO PLAYROOM

Gym - East

3

1/2" = 1'-0"

Gym - South 1/2" = 1'-0"

PTD. GYP.

2'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

2'-0"

PTD. WOOD SHELVES BY BBI

PTD. GYP.

OPEN STORAGE 3'-6"

4

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

2

Gym - West 1/2" = 1'-0"

1

Gym - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.14

FOLEY FIORE

ARCHITECTURE

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE NOTE: TILE AND PLUMBING FIXTURE LOCATIONS TO BE REVIEWED ON SITE W/ ARCH & CLIENT PRIOR TO INSTALL

℄TUB

TILE AS SCHEDULED

TILE AS SCHEDULED

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

TILE AS SCHEDULED

℄

1" 6'-72

GRAB BAR

MATERIAL PRODUCT TRADENAME MODELNUMBER

2'-2"

3'-0"

PTD. WOOD PROFILE C

PTD. WOOD PROFILE A MODELNUMBER TRADENAME PRODUCT MATERIAL

MODELNUMBER TRADENAME PRODUCT MATERIAL

TO BEDROOM

10

Bath 1 Shower - South

9

1/2" = 1'-0"

Bath 1 Shower - North

8

1/2" = 1'-0"

FALSE DOUBLE DRAWER

Bathroom 1 (Teddy) - East 1/2" = 1'-0"

7

Bathroom 1 (Teddy) - South 1/2" = 1'-0"

6

Bathroom 1 (Teddy) - West 1/2" = 1'-0"

04/28/2023 BULLETIN SET 4

STONE

PTD. GYP. MATERIAL PRODUCT TRADENAME MODELNUMBER

PTD. GYP.

CLOSET

5

Bathroom 1 (Teddy) - North

4

1/2" = 1'-0"

Bedroom 1 (Teddy) - East

3

1/2" = 1'-0"

Bedroom 1 (Teddy) - South 1/2" = 1'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

Date: 01/26/22

PTD. GYP.

PTD. GYP.

PTD. GYP.

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

TO BATHROOM

2

Bedroom 1 (Teddy) - West 1/2" = 1'-0"

TO HALL

CLOSET

1

Bedroom 1 (Teddy) - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.15

FOLEY FIORE

NOTE: EXACT SHOWER RECESS DIMENSIONS TBD UNTIL TILE IS SELECTED

ARCHITECTURE

NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE NOTE: TILE AND PLUMBING FIXTURE LOCATIONS TO BE REVIEWED ON SITE W/ ARCH & CLIENT PRIOR TO INSTALL EQ

EQ

EQ

℄

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

EQ

℄

TILE AS SCHEDULED

TILE AS SCHEDULED

TILE AS SCHEDULED

℄

11

Bath 2 Shower - East 1/2" = 1'-0"

10

Bath 2 Shower - South 1/2" = 1'-0"

9

Bath 2 Shower - West 1/2" = 1'-0"

TILE AS SCHEDULED

PTD. GYP.

PTD. WOOD SHELVES

04/28/2023 BULLETIN SET 4

3'-6"

1" 6'-72

℄

STONE SILL

±1'-7"

PTD. GYP.

EQ.

EQ.

STONE

STONE TOP

MATERIAL PRODUCT TRADENAME MODELNUMBER

MATERIAL PRODUCT TRADENAME MODELNUMBER

PROFILE C 3'-5"

ADJ. SHELVES WITHIN

PROFILE A

PTD. WOOD PROFILE C

STONE CURB & JAMBS

8

FINISH TBD

TO HALL

TO CLOSET

HAMPER PULLOUTS

Bath 2 (Brig.) - East

7

1/2" = 1'-0"

Bath 2 (Brig.) - South 1/2" = 1'-0"

6

Bath 2 (Brig.) - West 1/2" = 1'-0"

5

Bath 2 (Brig.) - North

4

1/2" = 1'-0"

Bed 2 (Brig.) - East 1/2" = 1'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

PTD. GYP.

PTD. GYP.

Date: 01/26/22

PTD. GYP.

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

TO CLOSET TO BATHROOM

3

Bed 2 (Brig.) - South 1/2" = 1'-0"

2

Bed 2 (Brig.) - West 1/2" = 1'-0"

1

Bed 2 (Brig.) - North 1/2" = 1'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0" Title: Proposed Int. Elevations Sheet:

A5.16

NOTE: EXACT SHOWER RECESS DIMENSIONS TBD UNTIL TILE IS SELECTED NOTE: CABINETRY & MILLWORK DONE BY OTHER UNLESS NOTED OTHERWISE NOTE: TILE AND PLUMBING FIXTURE LOCATIONS TO BE REVIEWED ON SITE W/ ARCH & CLIENT PRIOR TO INSTALL

EQ

TILE AS SCHEDULED

TILE AS SCHEDULED

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

EQ

TILE AS SCHEDULED

℄

11

EQ

TILE AS SCHEDULED

1/2" = 1'-0"

10

Bath 3 Shower - West 1/2" = 1'-0"

9

Bath 3 Shower - North 1/2" = 1'-0"

EQ

℄ PTD. GYP.

18" DEPTH

Bath 3 Shower - East

PTD. GYP.

04/28/2023 BULLETIN SET 4

3'-0"

℄

℄ UPPER CABINET PROFILE

1'-6"

1" 6'-72

1'-6"

1'-6"

MATERIAL PRODUCT TRADENAME MODELNUMBER

MATERIAL PRODUCT TRADENAME MODELNUMBER

24" DEPTH

BASE CABINET PROFILE PROFILE C

2'-0"

30" TOWEL BAR

TO HALL

8

Bath 3 - East 1/2" = 1'-0"

7

Bath 3 - South

6

1/2" = 1'-0"

Bath 3 - West

5

1/2" = 1'-0"

Bath 3 - North

DESK WITH SHELVES ABOVE

4

1/2" = 1'-0"

CLOSET

Bed 3 (Henry) - East 1/2" = 1'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810 PTD. GYP.

PTD. GYP. Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: 1/2" = 1'-0"

3

Bed 3 (Henry) - South 1/2" = 1'-0"

2

Bed 3 (Henry) - West 1/2" = 1'-0"

1

Bed 3 (Henry) - North 1/2" = 1'-0"

Title: Proposed Int. Elevations Sheet:

A5.17

General Lighting Notes

Electrical Symbols

1. OUTLETS SHOWN ARE FOR OWNER USE. ELECTRICIAN RESPONSIBLE FOR VERIFICATION AND COMPLIANCE WITH MA RESIDENTIAL ELECTRICAL CODE.

FOLEY FIORE

ARCHITECTURE

Duplex outlet in base trim (U.N.O.) Duplex outlet switched @ wall

2. OUTLETS SHALL BE CENTERED IN BASE TRIM U.N.O IN THE HORIZONTAL FASHION. OUTLETS INSTALLED AT COUNTERTOP LOCATIONS SHALL BE MOUNTED IN THE HORIZONTAL FASHION. WP GFI

3. CARBON MONOXIDE DETECTORS AND SMOKE DETECTORS PER MA STATE BUILDING CODE. 4. COORDINATE ALL RECESSED LIGHT HOUSINGS WITH STRUCTURAL MEMBERS AND DUCT LAYOUT PRIOR TO START OF FRAMING.

Thermostat

Closet light

P

Phone line

Surface mounted ceiling fixture

Fourplex outlet Duplex outlet- floor mtd

S

Switch mntd at 48" OC AFF

Surface mounted wall fixture

Duplex outlet, waterproof

S

Switch w/ 3-way control

Recessed ceiling fixture

3

Duplex outlet, ground fault interrupter Comb. cable/CAT6 communication port

C

5. ELECTRICIAN SHALL VERIFY OUTLET LOCATIONS W/ ARCHITECT/OWNER PRIOR TO START OF INSTALLATION.

T

Under-cab. lighting

S

Switch w/ 4-way control

SD CO

4

S

Switch w/ Dimmer

S

Fan Switch

Ceiling Height

8'-0"

Combination Smoke/CO2 detector Exhaust fan

F

6. ALL ELECTRICAL BOXES ON EXTERIOR WALLS SHALL BE AIR-TIGHT.

Alarm

A

Recessed can in sloped ceiling

7. ALL INTERIOR FIXTURES TO BE ON DIMMER SWITCHES UNLESS NOTED OTHERWISE.

RC-2

COUNTERTOP OUTLETS ON EITHER SIDE OF SINK PER CODE

RC-2

REF

L-2

EQ

RC-1 BUTLERS PANTRY 106

LINEAR & UC IN UPPER CABINETRY. SEE A5 SERIES

L-3

RC-1

L-3

EQ

SSS

℄ ROOM

33 UC-7

SC-1

SD CO

EQ

REF SC-2

RC-1

3'-4"

3 3 ℄ STAIR

RC-1

3'-4"

2'-0"

RC-1

RC-1

RC-1

SW-11

UC-8

RC-2

SD CO

2'-0" SS S

S

1'-6"

1'-6"

℄ HALL

℄ DOOR

RC-1

CEILING OUTLET

RC-1

FRONT HALL 101

DINING PC-5 102

RC-1

CEILING OUTLET

℄ ROOM OUTLET 48" A.F.F.

RC-1

RC-3

S

Bernardi Residence

8 OUTLETS & 2 ETHERNET PORTS. CONFIRM LOCATION WITH A5.11

120 Abbot Street Andover, MA 01810

SC-4

RC-1

3'-0"

RC-1

1'-2"

SW-15

JOE'S OFFICE 116

2'-6" EQ

1'-6"

RC-1

OPEN ABOVE SEE A7.2

RC-1

2'-6" RC-1

RC-1

1'-2"

C

S

9'-0"

1'-9"

RC-1

RC-3

2'-2"

RC-1

C C

RC-1

RC-3

SS

LAUNDRY 103 SC-3

2'-2" RC-1

SW-9

1'-6"

RC-1

EQ

RC-1

SS

RC-1

114 ℄

SW-15

3'-0"

W/D

W/D

RC-1

SW-9

S

SSS

SD CO

RC-1

RC-1 TO SECOND FLOOR

EQ

S CEILING OUTLET

RC-1

CONFIRM CEILING SPACE ABOVE BOTTOM TREADS

RC-1

3

EQ

RC-1

3

RC-1

MASTER BATH RC-1 RC-1

4"

RC-1

RC-1

RC-1

C

RC-1

Date: 01/26/22

2'-0"

RC-1

S S

RC-1

RC-1

50 AMP BOX FOR ELEC. CAR

RC-1

RC-1

SD CO

SC-1

RC-1

EQ

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

PC-6

EQ

2'-0"

EQ

2'-0"

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

OUTLET 48" A.F.F.

Scale: 1/4" = 1'-0"

1

First Floor Reflected Ceiling Plan 1/4" = 1'-0"

n

GARAGE 104

TO SECOND FLOOR

℄ RC-1 WINDOW

MASTER CLOSET 115

2'-3"

SS

1'-3" ℄ STAIR TO BASEMENT

SW-11 S

PC-8

SS

SS

℄ OPENING

105

SW-1

RC-1

L-3 RC-1

PWD. ROOMRC-1 RC-1

SW-1

RC-1

RC-1

3

SW-1

SW-6

SC-1

EQ

TO ABOVE FIXTURES, SEE A7.2

SW-10

3

SW-6

℄ HALL

SLOPE DOWN

Purist(R) widespread lavatory faucet with low spout and low lever handles http://www.us.kohler.com/onlinecatalog/pdf/1015384_1.pdf 6630502 14410-4

CEILING OUTLET

1'-6" UC-8

SS

UC-6

5'-0"

RC-1

1'-6"

KP

PANTRY 107 RC-1

EQ

OUTLET 48" A.F.F.

TV

OPEN ABOVE SEE A7.2

L2 - LINEAR JAMB LIGHTING

S

SS

SS

SD CO

1'-6"

S

LIVING ROOM 112

EQ

3

RC-2 RC-1

RC-1

EQ

EQ

UC-5

S

EQ

EQ EQ EQ

EQ

RC-1

2'-0"

EQ

EQ

S

REF

SC-2

RC-1

TO ABOVE FIXTURE, SEE A7.2

TO ABOVE FIXTURES, SEE A7.2

EQ

EQ

RC-1

33

RC-1

OVENS

SW-2

EQ

RC-1

RC-2

1'-11"

RC-1

SD CO

RC-1

1'-11"

EQ

EQ 3'-0"

EQ EQ

SS RC-1

RC-2

SW-2

SS

℄ DOOR

SC-5

FIREPLACE 113

SW-2

RC-1

℄ BEAM RC-1

2'-0"

TRAY CEILING ABOVE

TV ℄ MASTER BEDROOM RC-1

RC-1

3

REF.

S SS

RC-1

RC-1

RC-2

PC-2

2'-0" UC-3

PC-3

RC-2

RC-1 TV

℄ ISLAND

110 UC-2

℄ SLIDER

RC-2

SS

3'-0"

GFI

RC-1 KITCHEN

RC-1

RC-1

RC-1

PC-2

VALENCE

SSS

EQ

RC-1

MICRO

SW-4 SW-2

RC-1

RANGE

PC-1

SC-2

SW-2

S

S RC-1 RM.RC-1 POWDER 109

MUDROOM 108

RC-1

SS RC-1

6630502 14410-4

℄ BENCH RC-1

SW-2

BREAKFAST AREA 111

RC-1

SW-5

UC-1

RC-2

Purist(R) widespread lavatory faucet with low spout and low lever handles http://www.us.kohler.com/onlinecatalog/pdf/1015384_1.pdf

RC-1

S SS

SSS

RC-1

℄ WINDOW

L-1

RC-1

PC-1

UC-1 UNDER SHELF LIGHTING, SEE A5 SERIES

TV

UC-4

RC-1 UC-1

SW-2

S DW

SW-4

SW-4 WALL SCONCE, SEE A5 SERIES

℄ SLIDER

SW-2

04/28/2023 BULLETIN SET 4

EXT. SCONCE ABOVE D4T, SEE A3 SERIES

SW-3

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

Title: Proposed First Floor RCP Sheet:

A7.1

General Lighting Notes

Electrical Symbols

1. OUTLETS SHOWN ARE FOR OWNER USE. ELECTRICIAN RESPONSIBLE FOR VERIFICATION AND COMPLIANCE WITH MA RESIDENTIAL ELECTRICAL CODE.

FOLEY FIORE

ARCHITECTURE

Duplex outlet in base trim (U.N.O.) Duplex outlet switched @ wall

2. OUTLETS SHALL BE CENTERED IN BASE TRIM U.N.O IN THE HORIZONTAL FASHION. OUTLETS INSTALLED AT COUNTERTOP LOCATIONS SHALL BE MOUNTED IN THE HORIZONTAL FASHION. WP GFI

3. CARBON MONOXIDE DETECTORS AND SMOKE DETECTORS PER MA STATE BUILDING CODE. 4. COORDINATE ALL RECESSED LIGHT HOUSINGS WITH STRUCTURAL MEMBERS AND DUCT LAYOUT PRIOR TO START OF FRAMING. C

5. ELECTRICIAN SHALL VERIFY OUTLET LOCATIONS W/ ARCHITECT/OWNER PRIOR TO START OF INSTALLATION.

T

Thermostat

Closet light

P

Phone line

Surface mounted ceiling fixture

Fourplex outlet Duplex outlet- floor mtd

S

Switch mntd at 48" OC AFF

Surface mounted wall fixture

Duplex outlet, waterproof

S

Switch w/ 3-way control

Recessed ceiling fixture

3

Duplex outlet, ground fault interrupter Comb. cable/CAT6 communication port

Under-cab. lighting

S

Switch w/ 4-way control

SD CO

4

Ceiling Height

8'-0"

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

S

Switch w/ Dimmer

S

Fan Switch

Combination Smoke/CO2 detector Exhaust fan

F

6. ALL ELECTRICAL BOXES ON EXTERIOR WALLS SHALL BE AIR-TIGHT. A

Alarm

Recessed can in sloped ceiling

7. ALL INTERIOR FIXTURES TO BE ON DIMMER SWITCHES UNLESS NOTED OTHERWISE.

RC-2

RC-2

EQ

RC-1

℄ JAMB FRAMING ℄

SWITCHES BELOW ON FIRST FLOOR

RC-4

RC-4

RC-2 S

2'-0"

EQ

±7'-2"

EQ

℄ JAMB FRAMING

S

RC-2

RC-4

EQ

2'-0"

RC-2

2'-4"

SS

33

EQ

PC-14

℄ WINDOW MULL

EQ

EQ

04/28/2023 BULLETIN SET 4

±9'-8"

EQ

RC-1

CL DORMER

3'-3"

KP

RC-2

3'-3"

UC-7

EQ

SLOPING

RC-4

RC-2

RC-4

3

RC-1

SW-13

RC-1 RC-4

SS

EQ

SINK

TO DN. STAIRS

PC-11

PC-11

PC-11

RC-1

RC-1

RC-1

℄ STAIR

HALL 201

1'-10"

SEE A5 SERIES FOR OUTLET LOCATIONS C

TV

SSS

EQ

EQ

2'-11"

RC-1

2'-0"

SC-7 DESK TOP OUTLET

EQ RC-1

EQ

RC-1 RC-1

℄ HALL

℄ DOOR

RC-1

RC-1 ℄ BATH 2 (BRIDGET) DOOR ℄ 207

SINK

RC-2

RC-1

RC-1

RC-1

RC-1

RC-1

TO FIRST FLOOR

SSS

EQ

SD CO

2'-8"

RC-2

SS

RC-2

2'-0"

RC-2

SW-14

S S S

RC-2

RC-1

RC-3

RC-1

RC-1

RC-1

RC-1

EQ

3 3

RC-2

EQ

RC-2

SD CO

S

EQ

ATTIC HATCH

EQ

RC-3

S

SD CO

PLAYROOM 203

℄

RC-1

S

BATH 3 (HENRY) RC-1 ℄ 202

RC-1

RC-2

S

RC-2

3

RC-2

EQ

℄ WINDOW

2'-0" RC-1

2'-0"

RC-2

SW-12

RC-2

SW-12

RC-2

SW-4

RC-2

EQ

RC-2

RC-1

208

2'-0"

℄ DOOR

SW-13 RC-1

BATH 1 (TEDDY) RC-1

RC-2

2'-0"

RC-2

SW-4

RC-2

REF

RC-3

RC-2

EQ

SC-11

EQ

3'-0"

EQ

SS

RC-2

SC-11

SLOPING

S

RC-2

RC-4

2'-4"

SC-9

2'-2"

PC-10

RC-4

RC-2

2'-2"

BEDROOM 1 (TEDDY) 209

BEDROOM 2 (BRIDGET) 206

PC-9

SC-8

SW-14

Bernardi Residence

EQ

RC-2

BEDROOM 3 (HENRY) SC-6 205 TV

RC-1

℄ BOX BEAM

2'-0"

EQ

120 Abbot Street Andover, MA 01810

RC-1

RC-1

EQ

2'-0"

2'-0"

2'-0" Date: 01/26/22

EQ

RC-2

RC-1

RC-1

2'-8"

PC-12

EQ

RC-2

1

Second Floor Reflected Ceiling Plan

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

1/4" = 1'-0" Scale: 1/4" = 1'-0"

n

EQ

EQ

EQ

2'-11" EQ

℄ FRONT DOOR

C

GYM 204

RC-2

20 AMP FLOOR OUTLET LOCATIONS FOR GYM EQUIPMENT

SC-10

EQ

EQ

RC-2

Title: Proposed Second Floor RCP Sheet:

A7.2

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

(E) WALL CAVITY

SIDING MATERIAL 1 SIDING MATERIAL 1

WATER TABLE BELOW, SEE DETAIL

INTERIOR ASSUMED BUILD UP OF (E) FLOOR SYSTEM

5 4" PTD. WOOD CORNER BOARD

1" 22 THROUGH WALL FLASHING

10"

P.T. BLOCKING

8"

EXTERIOR

2"

4

Water Table Section 3" = 1'-0"

3

10"

Corner Board Detail

04/28/2023 BULLETIN SET 4

63 4" 1" 72

BORAL OR PVC WATER TABLE TRIM BOARD

3" = 1'-0"

CONTINUOUS WATER RESISTANT BARRIER

1" 14

SIDING MATERIAL 1 1 2" SHEATHING

ANDERSON MCQUAID 7512 CROWN MOULDING PROFILE 5 4"

HEADER @ WINDOW, SEE STRUCTURAL DWGS

1" 62 5" 58 EXPOSURE

HEAD CASING @ HEAD W/ 1-1/4" CAP BACKFILL AS REQ'D WINDOW TAPE @ EDGES

1 2" GYPSUM BOARD

PTD. WOOD CASING AS PER INTERIORS

ROUGH OPENING - HEAD

PTD. WOOD EXTENSION JAMB, TYP. 1 2"PROUD OF SIDE CASING

1 2" PROUD

1" 42

TYP. SILL BELOW 3 4" WINDOW CASING

ROUGH OPENING

INSULATION IN STUD CAVITY INTERIOR

1 2" PLYWOOD SHEATHING

CONTINUOUS WATER RESISTANT BARRIER SIDING MATERIAL 1

EXTERIOR

EXTERIOR

LINE OF CASING BEYOND

WINDOW AS SCHEDULED

LINE OF EXTENSION JAMB BEYOND

BACKER ROD & SEALANT

PTD. WOOD SILL, TYP.

ROUGH OPENING - SILL

ROUGH OPENING

INTERIOR

1 2" FINISHED GYP. BD.

Bernardi Residence

PTD. WOOD APRON, TYP.

120 Abbot Street Andover, MA 01810

1 2" GYPSUM BOARD

WINDOW TAPE @ EDGES 5 4" PTD. WINDOW CASING

HISTORIC WOOD SILL, TYP.

WINDOW AS SCHEDULED

WINDOW TAPE @ EDGES 3" 4

Date: 01/26/22

SIDING MATERIAL 1 3" 4

CONTINUOUS WATER RESISTANT BARRIER

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

1 2" SHEATHING

2X WALL FRAMING INSULATION IN WALL CAVITY

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted

2

Typical Window Jamb Detail 3" = 1'-0"

1

Typical Window Section

Typical Window Casing - Elevation

3" = 1'-0"

3" = 1'-0"

Title: Proposed Exterior Details Sheet:

A8.0

FOLEY FIORE

ROOFING MATERIAL AS SPECIFIED TAPE JOINT OF DRIP EDGE FLASHING TO WRB CONTINUOUS WATER RESISTANT BARRIER

ARCHITECTURE

CLOSED CELL SPRAY FOAM INSULATION IN RAFTER BAYS

PLYWOOD ROOF SHEATHING METAL DRIP EDGE

2X ROOF FRAMING FLUSH 2X HEADER

GUTTER PROFILE TBD.

ROOF MATERIAL AS SPECIFIED METAL FLASHING

PTD. EXTERIOR TRIM 2X BLOCKING PTD. EXTERIOR TRIM LVL PER STRUCTURAL DWGS TRIM BAND CONT. WATER RESISTANT BARRIER PLYWOOD WALL SHEATHING

BLOCKING AS REQ'D

4"

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

6" PTD. WOOD CROWN TRIM

ROOF FRAMING AS PER STRUCTURALS

PTD. WOOD WINDOW CASING

±11"

METAL FLASHING @ HEAD

1" 62

ROUGH OPENING - HEAD PTD. 1X EXT. TRIM

EXTERIOR

INTERIOR

WINDOW AS SCHEDULED

6" 1" 62

PTD. 1X EXT. TRIM

04/28/2023 BULLETIN SET 4

SIDING MATERIAL AS SPECIFIED

EXTERIOR WALL BUILD UP

ROUGH OPENING - SILL EXTERIOR LVL PER STRUCTURAL DWGS. TRIM BAND CONTINUOUS WATER RESISTANT BARRIER PLYWOOD WALL SHEATHING

3

METAL FLASHING @ HEAD

TYP. SECTION @ RAKE 3" = 1'-0"

ROUGH OPENING - HEAD

ROOFING MATERIAL AS SPECIFIED TAPE JOINT OF DRIP EDGE FLASHING TO WRB CONTINUOUS WATER RESISTANT BARRIER PLYWOOD ROOF SHEATHING METAL DRIP EDGE CLOSED CELL SPRAY FOAM INSULATION IN RAFTER BAYS

EXTERIOR

6"

2X ROOF FRAMING AS PER STRUCTURAL GUTTER PROFILE TBD.

2X BLOCKING BETWEEN RAFTERS

INTERIOR

9"

DOOR AS SCHEDULED FINISHED FLOOR AS SCHEDULED 3 4" PLYWOOD SUB FLOOR

PTD.3/4" EXTERIOR GRADE TRIM OVER CONTINUOUS BLOCKING

2X FLOOR JOISTS AS PER STRUCTURAL ROUGH OPENING - SILL

2X BLOCKING

2X HEADER AS REQ'D

1" 34

GYPSUM BOARD

6"

FASTENERS AS PER STRUCTURAL

PTD. EXTERIOR WOOD TRIM

WINDOW AS SCHEDULED

Bernardi Residence

PTD. WOOD CASING, TYP.

ASSUMED BUILD UP OF EXISTING FLOOR SYSTEM, VIF

ROUGH OPENING - HEAD

T.O. PROPOSED DECK

PTD. WOOD EXTENSION JAMB, TYP.

EXTERIOR

INTERIOR

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Proposed Exterior Details

2

Section @ Bedroom 1 New Dormer 3" = 1'-0"

1

Section @ New Living Room Dormer 1-1/2" = 1'-0"

Sheet:

A8.1

FOLEY FIORE

ARCHITECTURE

ROOFING MATERIAL 1 TAPE JOINT @ FLASHING CONT. WATER RESISTANT BARRIER PLYWOOD SHEATHING METAL FLASHING

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

GUTTER PROFILE TBD

PTD. EXTERIOR GRADE TRIM 2X BLOCKING AS REQ'D

PTD. EXTERIOR GRADE TRIM

1" 102

SIDING MATERIAL 1 CONTINUOUS WATER RESISTANT BARRIER 1 2" PLYWOOD WALL SHEATHING

CLOSED CELL SPRAY FOAM IN WALL CAVITY FLASHING @ HEAD HEADER PER STRUCTURAL DWGS

LINE OF FALSE FRAMED CEILING, DETAIL TBD

04/28/2023 BULLETIN SET 4

TYP. WINDOW CASING

FLASHING @ HEAD

ROUGH OPENING - HEAD WINDOW AS SCHEDULED

WINDOW AS SCHEDULED

ROUGH OPENING - SILL 2X FRAMING AS REQ'D PTD. 54" EXT. GRADE TRIM WATER RESISTANT BARRIER

1'-0"

1 2" PLYWOOD SHEATHING

ROUGH OPENING - HEAD SCREEN TBD DOOR AS SCHEDULED

DOOR AS SCHEDULED TILE OVER MUD SET AS REQ'D 3 4" PLYWOOD SUB FLOOR

Bernardi Residence

SLAB ON GRADE CONDITION TBD.

4"

STONE LANDING & STEP TBD

PTD. EXTERIOR TRIM

120 Abbot Street Andover, MA 01810

Date: 01/26/22

FLOOR JOISTS PER STRUCTURAL

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted

CRAWL SPACE

1

Section @ Proposed Mudroom Door 3" = 1'-0"

Title: Proposed Exterior Details Sheet:

A8.2

FOLEY FIORE

ARCHITECTURE

NOTE: TRELLIS & CANOPY PAINT COLOR TBD. CONSULT WITH ARCH

BLOCKING AS REQ'D

3"

MEMBRANE ROOFING TAPERED INSUL. @ 41" PER FOOT

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

METAL DRIP EDGE, PTD. 1X EXT. GRADE TRIM, PTD.

1" 42

2X6 FRAMING AS REQ'D 1X EXT. GRADE TRIM, PTD.

3

Section Detail @ Mudroom Canopy 1-1/2" = 1'-0"

1" 72

2

04/28/2023 BULLETIN SET 4

SIDING MATERIAL 1

1" 72

Mudroom canopy roof plan 1-1/2" = 1'-0"

APPROX. CL OF ROD PLACEMENT 2X8 HEADER AS FRAMED

±2'-5"

WINDOW R.O. - HEAD

BLOCKING AS REQ'D MEMBRANE ROOFING TAPED INSUL. @ 41" PER FOOT METAL DRIP EDGE, PTD. 3"

WINDOW R.O. - SILL

1 2" DIAMETER RIGID STEEL

RODS & FASTENERS BY BBI

EQ

1" 2'-92

APPROX. CL OF ROD PLACEMENT

1X EXT. GRADE TRIM, PTD. 2X6 FRAMING AS REQ'D 1" 42

Bernardi Residence

1X EXT. GRADE TRIM, PTD.

EQ

DOOR R.O. - HEAD

1'-7"

3'-0"

1" 9'-12

120 Abbot Street Andover, MA 01810

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Proposed Exterior Details

Elevation Detail 1-1/2" = 1'-0"

1

Section Detail @ Mudroom ext. canopy 1-1/2" = 1'-0"

Sheet:

A8.3

NOTE: TRELLIS & CANOPY PAINT COLOR TBD. CONSULT WITH ARCH

FOLEY FIORE

ARCHITECTURE

5 4" EXT. GRADE TRIM, PTD. 316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

EQ 1" 42

EQ

EQ

EQ

1" 42

±6'-6"

EQ

EQ

1" 42

±6'-6"

1" 42

±6'-6"

±21'-0"

Section Detail @ Garage Trellis 1-1/2" = 1'-0"

04/28/2023 BULLETIN SET 4

3

7"

7"

Garage Trellis Roof Plan 1-1/2" = 1'-0"

1" 2'-32

2

FLOOR STRUCTURE AS FRAMED SIDING MATERIAL 2

1 2" DIAMETER RIGID STEEL

CONT. WATER BARRIER METAL DRIP EDGE PTD.

20° FASTENERS TBD

1" 42 PITCH 81" PER FOOT FOR

1X EXT. GRADE TRIM, PTD. 2X6 FRAMING AS REQ'D

Bernardi Residence

1X EXT. GRADE TRIM, PTD.

DRAINAGE

2'-6"

5 4" EXT. GRADE TRIM BOARD, PTD.

120 Abbot Street Andover, MA 01810

LVL PER STRUCTURALS

2'-6"

Date: 01/26/22 4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

1'-0"

ALIGN

ALIGN

1 A8.7

ALIGN

1 A8.6

10

7" ALLOTTED SPACE FOR SCONCE

10

EQ TYP.

3"

EQ TYP.

RODS BY BBI

GARAGE DOOR ROUGH OPENING HEAD

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Proposed Exterior Details

Partial North Elevation 1/4" = 1'

1

Section Detail @ Garage Trellis 1-1/2" = 1'-0"

Sheet:

A8.4

NOTE: TRELLIS & CANOPY PAINT COLOR TBD. CONSULT WITH ARCH

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 . 5 4 7 . 8 0 0 2

EQ

EQ

1" 42

1" 42

±9'-1" ±9'-10"

Section Detail @ Garage Trellis 1-1/2" = 1'-0"

7"

7"

Garage Trellis Roof Plan 1-1/2" = 1'-0"

1" 2'-32

2

04/28/2023 BULLETIN SET 4

3

FLOOR STRUCTURE AS FRAMED SIDING MATERIAL 2

1 2" DIAMETER RIGID STEEL

CONT. WATER BARRIER METAL DRIP EDGE PTD.

EQ TYP.

20° FASTENERS TBD

1" 42

7" ALLOTTED SPACE FOR SCONCE

3"

EQ TYP.

RODS BY BBI

PITCH 81" PER FOOT FOR

1X EXT. GRADE TRIM, PTD. 2X6 FRAMING AS REQ'D

Bernardi Residence

1X EXT. GRADE TRIM, PTD.

DRAINAGE

2'-6"

5 4" EXT. GRADE TRIM, PTD.

120 Abbot Street Andover, MA 01810

2'-6"

Date: 01/26/22

1'-0"

LVL PER STRUCTURALS

GARAGE DOOR ROUGH OPENING HEAD

4/15/22 4/22/22 10/13/22 11/01/22 01/20/23 4/28/23

Revision: ISSUE FOR PRICING Issue for Permit Issue for Const.

Bulletin Set 1 Bulletin Set II Bulletin set III Bulletin Set 4

Scale: As Noted Title: Proposed Exterior Details

1

Section Detail @ Garage Trellis 1-1/2" = 1'-0"

Sheet:

A8.5

FOLEY FIORE

10.

6.

7.

8.

9.

10.

FOUNDATIONS 11.

1.

2.

3.

4.

6.

7.

8.

9.

10.

11.

12.

13.

ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO DIFFER THAN THOSE ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON INORGANIC, UNDISTURBED SOIL OR ON CONTROLLED STRUCTURAL BACKFILL AS REQUIRED. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND EXPOSED TO FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE ARCHITECT AND ENGINEER. ASSUMED SOIL PROPERTIES: A. MINIMUM SOIL BEARING CAPACITY: 3000 PSF 70 PCF (RESTRAINED) B. LATERAL EARTH PRESSURE: 45 PCF (UNRESTRAINED) FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS ABOVE, UNLESS NOTED OTHERWISE. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED BY ASTM D1557, METHOD D. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER. HOLDOWNS AND POST ANCHORS ARE TO BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER INSTALLATION SPECIFICATION AND ICC-ESR REPORT REQUIREMENTS. ANCHORAGE OF THESE COMPONENTS INTO THE FOUNDATION SHALL BE CAST INTO THE FOUNDATION, UNLESS NOTED OTHERWISE. DIMENSIONS ARE NOT FURNISHED TO LOCATE EMBEDDED ANCHORS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, THE FRAMING SUBCONTRACTOR AND THE FOUNDATION SUBCONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. NO FOUNDATIONS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. CONCRETE PLACEMENT FOR FOUNDATIONS AND SLABS ON GRADE SHALL BE COMPLETED IN A SINGLE CONTINUOUS OPERATION, UNLESS NOTED OTHERWISE. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP-PROOFING, AND FOUNDATION WALL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER, GAS, ELECTRIC, AND WATER LINES, AS REQUIRED.

2.

3.

4.

5.

6.

7.

8.

9.

ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE." UNLESS NOTED OTHERWISE, CONCRETE SHALL ACHIEVE A MINIMUM 28-DAY STRENGTH, f'c AS FOLLOWS: A. FOOTINGS, WALLS, PILASTERS, COLUMNS: 3,000 PSI (NORMAL WEIGHT) B. SLABS-ON-GRADE, STRUCTURAL SLABS, BEAMS: 4,000 PSI (NORMAL WEIGHT) C. TOPPING SLABS AND PADS: 3,000 PSI (NORMAL WEIGHT) SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-5".

CONTRACTOR MAY SUBMIT FOR REVIEW HIGHER SLUMP MIX DESIGNS INCORPORATING THE USE OF PLASTICIZER ADMIXTURES. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED FOR SEVERE EXPOSURE. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN. VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS IN ARCHITECTURAL CONCRETE SHALL ONLY BE MADE AS SHOWN ON THE CONSTRUCTION DRAWINGS; NO DEVIATION IS ALLOWED. CONCRETE PLACEMENT IN COLD WEATHER CONDITIONS SHALL BE IN COMPLIANCE WITH ACI-306 "GUIDE TO COLD WEATHER CONCRETING." CONCRETE PLACEMENT IN HOT OR WINDY CONDITIONS SHALL BE IN COMPLIANCE WITH ACI-305 "SPECIFICATION FOR HOT WEATHER CONCRETING." SLABS ON GRADE SHALL BE PLACED AT THE ELEVATIONS AND SLOPES INDICATED IN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. SURFACE FLATNESS SHALL BE 1/8" IN 10' UNLESS NOTED OTHERWISE. NON-SHRINK GROUT SHALL BE MASTERFLOW 555 BY BASF MASTER BUILDERS OR PRE-APPROVED EQUAL. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PREPARATION, INSTALLATION AND CURING.

1.

2.

3.

4.

5.

6.

7.

8.

9.

REINFORCEMENT 10.

1.

2.

3.

4.

5.

6.

7.

8.

9.

STEEL REINFORCEMENT DETAILING, FABRICATION AND INSTALLATION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND ACI-315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. LAP ALL CONTINUOUS BARS A MINIMUM OF 42 BAR DIAMETERS. REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS, UNLESS INDICATED OTHERWISE. MINIMUM CLEAR CONCRETE COVER FOR REINFORCING (UNLESS NOTED OTHERWISE): A. FOOTINGS AND CONCRETE CAST AGAINST EARTH: 3" B. FOUNDATION WALLS AND CONCRETE IN CONTACT WITH EARTH: 2" C. INTERIOR EXPOSED WALL FACES: 1" D. FORMED CONCRETE EXPOSED TO WEATHER: 1.5" E. SLABS-ON-GRADE: 1.5" F. SLABS NOT EXPOSED TO EARTH OR WEATHER: 1" CONTRACTOR SHALL PROVIDE AND COORDINATE ALL EMBEDDED ITEMS INCLUDING CONDUIT, SLEEVES AND THROUGH PENETRATIONS WITH OTHERS. STEEL REINFORCING SHALL NOT BE CUT OR DISPLACED WITHOUT EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. TACK WELDING OF REINFORCING BARS IS NOT PERMITTED. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

2.

GRAVITY LOADS: A. DEAD LOADS: a. ROOFS: 18 PSF b. FLOORS: 15 PSF c.

INTERIOR WALLS: 10 PSF B. LIVE LOADS (REDUCED WHERE PERMISSIBLE PER ASCE7 SECTION 4.7): a. FLOORS: 40 PSF C. SNOW LOADS (AS STIPULATED IN THE MASSACHUSETTS CODE AMENDMENTS): a. GROUND SNOW LOAD, Pg: 50 PSF b. FLAT ROOF SNOW LOAD, Pf: 30 PSF

3.

LATERAL LOADS: A. WIND LOADS: a. BASIC WIND SPEED, Vult: b. OCCUPANCY CATEGORY: c. WIND EXPOSURE:

5

8"Ø C.I.P. TMP P1

11.

12.

13.

14.

15.

16.

17.

18.

19.

ALL STRUCTURAL ROUGH CARPENTRY SHALL CONFORM WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION," ANSI/AWS NDS-2015.

UNLESS NOTED OTHERWISE, STRUCTURAL WOOD FRAMING SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A. FOR 2-4" (NOMINAL) THICKNESS KILN DRIED MEMBERS: SPRUCE-PINE-FIR (SPF) NO.1/NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: a. ALLOWABLE BENDING STRESS, Fb = 875 PSI b. ALLOWABLE SHEAR STRESS, Fv = 135 PSI c. COMPRESSION PARALLEL TO GRAIN = 1,150 PSI d.

COMPRESSION PERPENDICULAR TO GRAIN = 425 PSI e. MODULUS OF ELASTICITY, E = 1,400,000 PSI B. FOR 2-4" (NOMINAL) THICKNESS PRESSURE TREATED (PT) MEMBERS: SOUTHERN PINE NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: a. ALLOWABLE BENDING STRESS, Fb = 750 PSI b.

ALLOWABLE SHEAR STRESS, Fv = 175 PSI c. COMPRESSION PARALLEL TO GRAIN = 1,250 PSI d. COMPRESSION PERPENDICULAR TO GRAIN = 565 PSI e.

MODULUS OF ELASTICITY, E = 1,400,000 PSI C. FOR 5" (NOMINAL) THICKNESS AND LARGER KILN DRIED AND PRESSURE TREATED (PT) MEMBERS: SOUTHERN PINE NO.1 OR BETTER WITH THE FOLLOWING PROPERTIES: a. ALLOWABLE BENDING STRESS, Fb = 1,350 PSI b. ALLOWABLE SHEAR STRESS, Fv = 165 PSI c. COMPRESSION PARALLEL TO GRAIN = 825 PSI d.

COMPRESSION PERPENDICULAR TO GRAIN = 375 PSI e. MODULUS OF ELASTICITY, E = 1,500,000 PSI ENGINEERED LUMBER PRODUCTS SHALL BE TRUSJOIST BY WEYERHAEUSER AS A MINIMUM STANDARD OF QUALITY. SUBSTITUTIONS ARE NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. ENGINEERED LUMBER FRAMING SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A. LAMINATED VENEER LUMBER (LVL): a. ALLOWABLE BENDING STRESS, Fb = 2,600 PSI b.

ALLOWABLE SHEAR STRESS, Fv = 285 PSI c. COMPRESSION PARALLEL TO GRAIN = 2,510 PSI d. COMPRESSION PERPENDICULAR TO GRAIN = 750 PSI e. MODULUS OF ELASTICITY, E = 2,000,000 PSI B. PARALLEL STRAND LUMBER (PSL): a. ALLOWABLE BENDING STRESS, Fb = 2,400 PSI b. ALLOWABLE SHEAR STRESS, Fv = 190 PSI c. COMPRESSION PARALLEL TO GRAIN = 2,500 PSI d. COMPRESSION PERPENDICULAR TO GRAIN = 545 PSI e. MODULUS OF ELASTICITY, E = 1,800,000 PSI ENGINEERED LUMBER I-JOISTS SHALL BE "TJI" BY TRUS JOIST BY WEYERHAEUSER. JOIST SERIES AND SIZE SHALL BE AS INDICATED ON THE CONSTRUCTION DRAWINGS. INSTALL JOISTS IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS. UNLESS SUPPORTED BY HANGERS, ALL JOISTS SHALL HAVE A MINIMUM END BEARING OF 2" AND A MINIMUM INTERMEDIATE BEARING OF 3-1/2".

ALL STRUCTURAL SHEATHING SHALL CONFORM TO PS-1, PS-2 AND BE APA RATED WITH THE MINIMUM PROPERTIES: A. SUBFLOOR SHEATHING SHALL BE MINIMUM 23/32" THICK TONGUE AND GROOVE, EXPOSURE 1, C-D GRADE PLYWOOD OR STRUCTURAL 1 GRADE ADVANTECH OSB SHEATHING. PANELS SHALL HAVE A MINIMUM 24" SPAN RATING. FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. B. ROOF SHEATHING SHALL BE MINIMUM 19/32" THICK, EXPOSURE 1, C-D GRADE PLYWOOD OR STRUCTURAL 1 GRADE HUBER ZIP SYSTEM ROOF SHEATHING PANELS. PANELS SHALL HAVE A MINIMUM 40/20 SPAN RATING. FOR SPANS OF 24" AND GREATER, PROVIDE TONGUE AND GROOVE EDGES OR METAL H-CLIPS CENTERED BETWEEN RAFTERS. C. WALL SHEATHING SHALL BE MINIMUM 15/32" THICK, EXPOSURE 1, C-D GRADE PLYWOOD OR 7/16" THICK STRUCTURAL 1 GRADE HUBER ZIP SYSTEM SHEATHING PANELS. PANELS SHALL HAVE A MINIMUM 24/16 SPAN RATING. UNLESS INDICATED OTHERWISE, ALL ENGINEERED LUMBER JOISTS SHALL BE INSTALLED IN A SIMPLE SPAN CONFIGURATION. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHEREVER WOOD IS WITHIN 8" OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE TREATED. NON-PT BEAM ENDS SET IN CONCRETE BEAM POCKETS SHALL BE WRAPPED IN A SELF-ADHERING RUBBER MEMBRANE. HANGERS AND CONNECTORS SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. ALL CONNECTORS SHALL BE INSTALLED WITH THE MAXIMUM FASTENER QUANTITY, UNLESS NOTED OTHERWISE. ALL CONNECTORS EXPOSED TO WEATHER SHALL BE ZMAX GALVANIZED COATED. UNLESS NOTED OTHERWISE, MULTIPLE 2x POSTS, SUCH AS 2-2x6, 3-2x6, ETC., SHALL BE CONFIGURED WITH ONE 2x AS A KING STUD AND THE BALANCE AS JACK STUDS. SOLID LUMBER POSTS WITHIN WALLS SHALL BE INSTALLED IN JACK CONFIGURATION WITH ONE ADJACENT 2x KING STUD ATTACHED TO POST .

UNLESS NOTED OTHERWISE, PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF 2X12 AND ENGINEERED LUMBER HEADERS AND BEAMS. FOR WOOD JOIST SPANS UP TO 14 FEET, PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN JOISTS AT MID SPAN. FOR SPANS EXCEEDING 14 FEET, PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE SPAN PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL JOIST BEARING LOCATIONS. PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32" O.C. BETWEEN THE CLOSEST TWO JOISTS. GABLE-END WALL STUDS IN CATHEDRAL, PARTIAL CATHEDRAL, OR HIGH CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER, SHALL ONLY BE SPLICED OVER SUPPORTS. PROVIDE SIMPSON H2.5A HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT.

4. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO PLYWOOD. NAIL HEADS SHOULD BE FLUSH WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY REDUCES THE EFFECTIVENESS OF THE SHEARWALL. EDGE NAIL SPACING SHEAR PANEL LENGTH

SHEARWALL FIELD NAILING SHALL BE 8d NAILS @ 12" O.C.

HOLDOWN UNIT SCHEDULE

DENOTES SUPPORTING POST

ABBREVIATION LEGEND ANCHOR BOLT ARCHITECT BEAM BEARING BETWEEN CEILING CLEAR COLUMN CONCRETE CONTINUOUS COLUMN UP EXISTING EACH WAY FOUNDATION FOOTING HEADER HORIZONTAL GENERAL CONTRACTOR LALLY COLUMN LAMINATED VENEER LUMBER MAXIMUM MANUFACTURER MINIMUM MASONRY OPENING NOT TO SCALE ON CENTER PRESSURE TREATED POST UP REQUIRED SIMILAR SPECIFICATION TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY OR PROVIDE VERIFY IN FIELD WITH

STUD, SEE PLAN FOR SPACING

DENOTES POST UP

124 MPH II B POST GRAPHICAL SYMBOL

A.B. ARCH. BM. BRG. BTWN. CLG. CLR. COL. CONC. CONT. CU (E) E.W. FDN. FTG. HDR. HORIZ. G.C. LC LVL MAX. MFR. MIN. M.O. N.T.S. O.C. PT PU REQ. SIM. SPEC. TYP. U.N.O. VERT. V.O.P. V.I.F. W/

SHEARWALL SYMBOL

PLYWOOD SHEATHING

ROUGH CARPENTRY

CONCRETE 1.

DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE COMMONWEALTH OF MASSACHUSETTS STATE RESIDENTIAL CODE, 9TH EDITION AND ASCE 7-10 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.”

3. REFER TO PLANS AND SECTIONS FOR STUD SIZES, STUDS SHALL BE SPACED AT 16 INCHES ON CENTER UNLESS NOTED OTHERWISE ON PLAN.

SIMPSON NAME

ANCHOR BOLT Ø

A.B. CONCRETE EMBED.

DTT1Z DTT2Z HDU2 HDU4 HDU5 HDU8 HDU11 HDU14

DTT1Z DTT2Z-SDS2.5 HDU2-SDS2.5 HDU4-SDS2.5 HDU5-SDS2.5 HDU8-SDS2.5 HDU11-SDS2.5 HDU14-SDS2.5

1

2"

1

2"

5

8"

5

8"

6" ** 10" ** 18" * 18" * 18" * 18" * 24" * 24" *

5

8"

7

8"

1" 1"

*MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUES FOR ALL HDU PRODUCTS BASED ON CAST-IN-PLACE CONSTRUCTION UNLESS NOTED OTHERWISE BY ENGINEER. **MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUE USING POST-INSTALLED ANCHOR BOLT SET WITH HILTI HIT-HY 200 ADHESIVE UNLESS NOTED OTHERWISE BY ENGINEER.

SYMBOLS LEGEND: 1.

2.

3.

4.

SAI NOTATION

SHEARWALL = INTERIOR BEARING WALL = BEARING WALL ABOVE = STEEL MOMENT RESISTING CONNECTION =

04/28/2023 BULLETIN SET 4

9.

5.

1.

2. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS.

SHEARWALL SYMBOL ON BOTH SIDES OF SHEAR WALL INDICATES DOUBLE-SIDED SHEARWALL. INSTALL PLYWOOD SHEATHING ON BOTH FACES OF WALL.

X'-X"

8.

4.

(3) 2x4 POST (3) 2x6 POST 4x4 FIR POST 6x6 FIR POST 4x4 ACQ PRESSURE TREATED POST 6x6 ACQ PRESSURE TREATED POST 31 2x31 2x1 4 HOLLOW STRUCTURAL SECTION 31 2"Ø CONCRETE FILLED LALLY COLUMN SIMPSON HDU4-SDS2.5 HOLDOWN SIMPSON HDU5-SDS2.5 HOLDOWN 31 2x31 2 PARALLEL STRAND LUMBER POST 31 2x51 4 PARALLEL STRAND LUMBER POST 31 2x7 PARALLEL STRAND LUMBER POST 51 4x51 4 PARALLEL STRAND LUMBER POST 51 4x7 PARALLEL STRAND LUMBER POST 7x7 PARALLEL STRAND LUMBER POST 1 2"Ø THREADED ROD POST-INSTALLED W/ EPOXY IN FOUNDATION 5 "Ø THREADED ROD CAST-IN-PLACE IN FOUNDATION 8 TECHNO METAL POST P1

X

7.

DESIGN CRITERIA

3-2x4 3-2x6 4x4 6x6 PT 4x4 PT 6x6 HSS 31 2 LC 31 2 HDU4 HDU5 PSL 31 2x31 2 PSL 31 2x51 4 PSL 31 2x7 PSL 51 4x51 4 PSL 51 4x7 PSL 7x7 1 2"Ø EP.

X

6.

3.

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

SUPPORT DOWN ID

X'-X"

5.

1. SHEARWALLS CONSTRUCTION: · SHEATHING TO BE 1 2" APA RATED STRUCTURAL SHEATHING, REFER TO PLAN AND SECTIONS FOR ADDITIONAL INFORMATION · SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8d NAILS PER PLAN CALLOUTS · HOLDOWNS TO BE HDU BY SIMPSON. SEE PLAN FOR MODEL NUMBER AND THREADED ROD SIZE.

X

4.

2.

POST UP COLUMN UP LALLY COLUMN UP POST UP HAS SIMPSON HDU8-SDS2.5 HOLDOWN ATTACHED TO BOTTOM OF POST

X'-X"

3.

SUPPORT UP ID PU CU LC UP PU (HDU8)

N PU ID )

2.

STRUCTURAL STEEL DESIGN, DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE FOLLOWING: A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS, CURRENT EDITION. B. AISC CODE OF STANDARD PRACTICE, CURRENT EDITION. C. AISC DETAILING FOR STEEL CONSTRUCTION, CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND PREPARATIONS TO PROPERLY SET THE STEEL FRAMING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT OSHA, STATE AND LOCAL SAFETY REQUIREMENTS. STRUCTURAL STEEL SHALL BE NEW WITH THE FOLLOWING MATERIAL PROPERTIES: A. WIDE FLANGE SECTIONS: ASTM A992 B. ALL OTHER SHAPES, PLATES AND FABRICATIONS: ASTM A36 C. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GR. B D. STRUCTURAL STEEL PIPES: ASTM A53, GR. B E. HIGH STRENGTH FASTENERS: ASTM A325 OR F1852 F. MACHINE BOLTS (WOOD TO STEEL CONNECTIONS): ASTM A307 G. ANCHOR BOLTS: ASTM F1554, GR 36 (U.N.O.) NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. WELDED SHOP CONNECTIONS SHALL CONFORM TO THE STRUCTURAL WELDING CODE (AWS D1.1) USING E70XX ELECTRODES. HIGH-STRENGTH SHOP CONNECTIONS SHALL CONFORM TO ASTM A325.

FIELD CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED CONNECTIONS CONFORMING TO ASTM A325; 3/4" MINIMUM BOLT DIAMETER. PROVIDE WEB STIFFENER PLATES AT ALL BEAM-OVER-COLUMN AND BEAM-UNDER-COLUMN LOCATIONS, UNLESS NOTED OTHERWISE. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECTURAL PLANS FOR MEMBERS TO RECEIVE SPRAY APPLIED FIREPROOFING. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED. PROVIDE 1/4" THICK LEVELING PLATES AND 3/4" OF NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES SUPPORTED ON CONCRETE. LEVELING PLATES SHALL BE SET AND GROUTED SOLID BEFORE ERECTION OF THE COLUMN. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR APPROVAL. THESE DRAWINGS SHALL SHOW COMPLETE AND ACCURATE MEMBER LAYOUT, SIZES, GRADE, DIMENSIONS, CONNECTIONS, OPENINGS, ACCESSORIES, AND ALL OTHER INFORMATION NECESSARY FOR COMPLETE AND ACCURATE FABRICATION AND ASSEMBLY OF THE MEMBERS. PROVIDE TEMPLATES OR LOCATIONS DRAWINGS FOR INSTALLATION OF ANCHOR BOLTS.

DO W

1.

ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION AS AMENDED BY THE COMMONWEALTH OF MASSACHUSETTS STATE RESIDENTIAL CODE, 9TH EDITION. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF THE WORK. SIEGEL ASSOCIATES, INC. (SAI) SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. IN THE CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT AS DETERMINED BY THE ENGINEER SHALL CONTROL. THESE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, LANDSCAPE AND APPROVED SHOP DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS, POSTS, ETC. NOT SHOWN IN STRUCTURAL DRAWINGS. NO DEVIATION FROM WHAT IS SHOWN ON THESE STRUCTURAL DRAWINGS IS PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF SAI. ALL UNAUTHORIZED DEVIATIONS FROM THESE DRAWINGS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SAFE EXECUTION OF ALL TEMPORARY SHORING, BRACING, OR OTHER PROTECTION DURING CONSTRUCTION. THE STRUCTURAL DRAWINGS INDICATE THE FINISHED CONDITION ONLY, WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT. UNLESS NOTED OTHERWISE, DETAILS, SECTIONS AND NOTES SHALL BE CONSIDERED TYPICAL FOR ALL OTHER SIMILAR CONDITIONS. SAI SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION ISSUES, WHETHER RELATED TO CONCRETE SLABS, FOOTINGS, FOUNDATIONS, OR OTHERWISE. STRUCTURAL FRAMING LOCATIONS ARE DICTATED BY WALLS AND OTHER CONDITIONS THAT ARE DIMENSIONED ON THE ARCHITECTURAL DRAWINGS. CONTRACTOR TO POSITION STRUCTURAL FRAMING ELEMENTS USING STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL PLANS AND SECTIONS.

ARCHITECTURE

SHEARWALL NOTES

POST LEGEND

OR T

1.

20. UNLESS ANOTHER CONNECTOR IS CALLED OUT, PROVIDE ONE SIMPSON A35 FRAMING ANCHOR AT EACH RAFTER/RIDGE BEAM INTERSECTION, AND TWO WHEN RAFTERS ARE DOUBLED OR TRIPLED (ONE EACH SIDE).

21. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER. IN GIRDERS, BEAMS, OR JOISTS, CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN 1/5 THE MEMBER DEPTH NOR MORE THAT 2" IN DIAMETER, AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS REINFORCED TO MEET STRESS CALCULATIONS. 22. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER POST SIZE. 23. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONAL LUMBER JOISTS 1/4" BELOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS, INFILL GAP WITH 1/4" PLYWOOD FOR SOLID BEARING.

UP P

STRUCTURAL STEEL

(S

GENERAL CONDITIONS

OVERDRIVEN NAILS DIAGRAM:

OK

JOIST/BEAM PLAN KEY:

OK

NG

DENOTES DROPPED BEAM WITH JOISTS FRAMING OVER THE TOP OF BEAM DENOTES THAT JOISTS MUST BE SPLICED OVER BEARING WALL OR BEAM

DENOTES DROPPED BEAM WITH JOISTS FRAMING OVER THE TOP OF BEAM

120 Abbot Street Andover, MA 01810 DENOTES THAT JOISTS MUST BE CONTINUOUS, WITH NO SPLICES OVER BEARING WALL OR BEAM.

DENOTES FLUSH BEAM WITH JOISTS HANGING INTO FACE OF BEAM W/ SIMPSON HANGERS

Bernardi Residence

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

DENOTES THAT JOISTS MUST BE SPLICED, AND HANG ON FACE OF BEAM

Scale: AS NOTED Title: GENERAL NOTES

Sheet:

S0.01

FOLEY FIORE

ARCHITECTURE

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316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

5 S3.02 BEAM POCKET

PIN NEW FOUNDATION WALL TO EXISTING W/ THREE #5 x 18" LONG REBAR DOWELS SET IN (E) WALL W/ HILTI HIT-HY 200 ADHESIVE, 6" EMBEDMENT, TYP. 6 LOCATIONS

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04/28/2023 BULLETIN SET 4

4" CONCRETE SLAB ON GRADE WITH 6x6 W1.4xW1.4 WWF

2'-0" x 1'-0" CONTINUOUS FOOTING 4 S3.01

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24"x24"x12" SPREAD FOOTING

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42"x42"x24" SPREAD FOOTING W/ 5-#5 BARS EACH WAY TOP AND BOTTOM

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G.C. TO EXPOSE EXISTING FOOTING AND COMMUNICATE TO ENGINEER PRIOR TO CONSTRUCTION

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3 S3.03

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30"x30"x12" SPREAD FOOTING W/ 3-#5 BARS EACH WAY

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REMOVE (E) FOOTING AND REPLACE W/ 48"x48"x24" SPREAD FOOTING W/ 5-#5 BARS EACH WAY TOP AND BOTTOM

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4" CONCRETE SLAB ON GRADE WITH 6x6 W1.4xW1.4 WWF

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(E) SLAB ON GRADE

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PIN NEW SLAB TO EXISTING

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10" CONCRETE FOUNDATION WALL

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3 S3.02

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4"x5"x11" STEEL BASE PLATE ON ±1" NON-SHRINK GROUT W/ TWO 1 2"Ø x 8" EMBEDMENT THREADED

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120 Abbot Street Andover, MA 01810

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

Scale: AS NOTED

FOUNDATION PLAN

Title: FOUNDATION PLAN SCALE: ¼" = 1'-0"

Sheet:

S1.00

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

LEGEND

JOISTS TO RECEIVE LARGE-FORMAT TILE

OVERFRAME (E) DROPPED JOISTS W/ NEW JOISTS PER PLAN TO MATCH TYPICAL FLOOR ELEVATION

1 S3.01

5 S3.02

13 4"x91 2" LVL LEDGER SECURED TO (E) RIM BOARD W/ TWO 5" LONG LEDGERLOK SCREWS @ 16" O.C.

91 2" TJI 110 @ 16" O.C. I-JOISTS

3-117 8" LVL C (E

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EXTEND STEEL CHANNEL 3" MIN. PAST CENTERLINE OF (E) LALLY COLUMN BELOW, TYP. 4 LOCATIONS

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RUN LOW JOISTS LONG TO SUPPORT CRIPPLE STUD BEARING WALL ABOVE FROM HIGH JOISTS

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B105 (E) 3-2x12 ASSUMED

117 8" TJI 360 @ 16" O.C. TO MATCH TYPICAL FLOOR ELEVATION

04/28/2023 BULLETIN SET 4

2

31

PROVIDE DOUBLE JOISTS BENEATH KITCHEN ISLAND

3-117 8" LVL

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31 LC

4 S3.01

10 S3.02

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B107 3-117 8" LVL

B108 2-117 8" LVL

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117 8" TJI 560 @ 16" O.C. I-JOJISTS

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CRIPPLE 2x6 STUD BEARING WALL

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SHEAR WALL ABOVE

3 S3.01

4"x6" WIDEx1'-0" TALL STEEL PLATE ON UNDERSIDE OF B106, SECURED TO (E) FACE OF FOUNDATION W/ FOUR 1 2"Ø x 4" LONG TITEN HD SCREWS

Bernardi Residence

CRIPPLE 2x6 STUD BEARING WALL TO EXISTING FOUNDATION

8 S3.01

2 S3.01

120 Abbot Street Andover, MA 01810

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

Scale: AS NOTED

FIRST FLOOR FRAMING PLAN SCALE: ¼" = 1'-0"

Title: FIRST FLOOR FRAMING PLAN Sheet:

S1.01

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

NEW 2x10 @ 16" O.C. RAFTERS

2x 6

/H

DU 4

/H DU 4

6W 32x

W x6 32

3-2x10

117 8" RFPI 70 @ 16" O.C. I-JOISTS

3-2x10

TH RU

CO L 5

2x 4

/H DU

4P. O. V.

3-2x8

7'-9" 4

3- PU 2x 4

10'-0" 6

(E) BEARING WALL BELOW TO BE REMOVED

11

4

1

x x3

ENGLARGED STAIR OPENING

2x

S3

2-71 4" LVL

2x 4 3-

2-117 8" LVL

2-117 8" LVL

(E) BEAM ASSUMED

2-117 8" LVL

3-

B202 W10x15 W/ 2x NAILER PLATE

B203 W10x26 W/ 2x NAILER PLATE

(E) 117 8" I-JOISTS @ 16" O.C.

CU

P 4- U (H 2x D 4 W U) /H DU

HS

PU

(E) BEARING WALL BELOW

3P 3- U (H 2x D 6 W U) /D TT 2Z

117 8" TJI 230 @ 16" O.C. I-JOISTS x S3

HS 1

3x

PU

4

32x

13'-9" 3

B207 2-117 8" LVL

32

x4

(E) 2x10 @ 16" O.C.

(E) 117 8" I-JOISTS @ 16" O.C. B208 3-71 4" LVL

BEARING WALL ABOVE

2x

6

6 S3.01

(E) HDR.

4

7 S3.02

BEARING WALL BELOW

BEARING WALL ABOVE

2x 3-

6 2x

3-

B209 W10x30 W/ 2x NAILER PLATE

B201 W16x45 W/ 2x NAILER PLATE

4

PU

PU

(H DU )

CO L

TH RU

B214 2-2x10

2-

3-117 8" LVL

5

NEW STAIR OPENING

SISTER (E) JOISTS W/ 117 8" RFPI 60S @ 16" O.C. I-JOISTS

DU

2-11 8" LVL

/H

4 7

4W

DU /H

3-91 4" LVL

4 2x

3-

PU

(E) BEAM ASSUMED

2x 3-

6W 2x

6

2x

3-

(

B206 2-117 8" LVL

3-

6

PU

PU

PU

1

5

(E) BEARING WALL BELOW

PU 2x4 3-

1 4x

L5

6

G.C. TO VERIFY (E) STUD WALL IS 2x6

BEARING WALL ABOVE

HD

O. V.

(E) BEARING WALL ABOVE

4

4

U)

B212 (E) 3-12 2" LVL SISTERED W/ C12x20.7 STEEL CHANNEL

(E) BEARING WALL ABOVE

PS

2x

3-

2x

3-

117 8" TJI 560 @ 16" O.C. I-JOISTS

FASTEN STEEL CHANNEL TO (E) LVL BEAM W/ FOUR 1 2"Ø A307 THROUGH-BOLTS @ 16" O.C., STAGGERED (I.E. TWO BOLTS EVERY 8")

1

P.

NOTE: B217 TO CONTINUE TO POST AS SHOWN

PU

PU

B210 3-16" LVL

CUT (E) 16" BEAM DOWN TO 121 2" DEEP

04/28/2023 BULLETIN SET 4

B217 3-9 2" LVL BEARING AND SHEAR WALL ABOVE AND BELOW

PU

B216 3-91 2" LVL

1

3-9 2" LVL

(E) BEARING WALL BELOW

NOTE: B216 TO CONTINUE OVER POST AS SHOWN

3-

3-

1

32

x6

6 W PU / D (HD TT U) 2Z

B214 2-2x10

B204 2-16" LVL RIDGE BEAM DROPPED BELOW (E) RIDGE

(E) RIDGE BEAM ASSUMED 2- PU 2x 6

1 S3.03

2x

6W

4 S3.02

B211 3-117 8" LVL TRANSOM HEADER

2x 4W

3-2x10

/H

DU 8

HD R. 2x 3-

Z

2Z

23'-6" 4

8 DU /H

O

6W

2x

2x 6T

13 4"x14" LVL LEDGER SECURED TO STUD WALL W/ FIVE 5" LONG LEDGERLOK SCREWS @ 16" O.C.

3-

TT

/D

) T2 DU DT (H W/ PU 2x6 3-

6W

2x

3-

3-

B205 3-14" LVL

OVERFRAME

LATE

11 S3.01 SIM.

0"

3 TO -2x6 HD PO R. ST

4 12'-0"

2x10 @ 16" O.C. RAFTERS

6W

2x 3-

2x FLAT PLATE

B204 2-16" LVL RIDGE BEAM

5

DU

/H

P 2x FLAT

3-2x8

19'-0" 6

JUSTIFY HOLDOWN TO PLAN NORTH FACE OF POST TO EMBED THREADED ROD IN CONC. FDN. WALL BELOW

117 8" TJI 230 @ 16" O.C. I-JOIST RAFTERS

(H

PU

(E) 2x10 @ 16" O.C. RAFTERS ASSUMED

x6 W 32

32x DT 6 W T2 / Z

/D TT 2Z

6 2x 3-

0"

2Z TT /D

3-2x8

W

BEARING AND SHEAR WALL BELOW

PU

3'-3" 6

PU

x6

2x10 LEDGER SECURED TO STUD WALL W/ TWO 12d NAILS @ 16" O.C., TYP. U.N.O.

6 S3.03

B213 3-117 8" LVL

4 DU /H

2 3-

T OS R. 6 P HD 2x 3- IGH H

TO

SIMPSON A35 ANGLE, TYP. U.N.O.

W

3-9 4" LVL

6

2Z TT

1

2x

/D

5 DU

6W

/H

4 DU

5'-9" 6

3'-3" 6

x6

3-

W

/H

3'-6" 6

3-2x10 LOW HDR.

5 S3.02

2x 3-

x6

W

3-2x8

B215 3-117 8" LVL LOW HDR.

3-2x8 HIGH HDR.

)

DU

2 3-

2 3-

6 2x

x6

3-2x8 HIGH HDR.

3-2x8

2-2x6 POST TO LOW HDR.

U4 ) DU HD (H W/ PU 2x6 3-

SHEAR WALL SHEATHING MUST CONTINUE TO POST W/ HDU AS SHOWN

2-2x6 POST TO LOW HDR.

3-

2 3-

16'-3" 4

2-2x10 RAFTER; FASTEN ROOF SHEATHING TO RAFTER W/ 3-8d NAILS @ 4" O.C.

2x8 @ 16" O.C. RAFTERS

(E) 117 8" I-JOISTS @ 16" O.C.

(E) STAIR OPENING

LEDGER SECURED TO BEARING WALL ABOVE W/ THREE 12d NAILS @ 16" O.C.

Bernardi Residence

W

) DU (H DU8 PU / H

6 2x 3-

3-91 2" LVL

3-2x10

4 7'-9"

) DU (H U5 D PU / H ACE F 4W H 2x AC E

x6

2 3-

RAFTERS ABOVE BEAR ON B208

8 S3.01 3-2x10

3-

) DU (H DU8 PU / H 6W

2x

PU

(E) HDR.

(E) HDR.

(E) HDR.

(E) HDR.

120 Abbot Street Andover, MA 01810

3-2x10 3-

6 26'-0"

PU

2x (HD 6 W U) /D TT 2Z

3-2x10

(E) HDR. 3-

7 S3.01

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

Scale: AS NOTED

SECOND FLOOR FRAMING PLAN SCALE: ¼" = 1'-0"

Title: SECOND FLOOR FRAMING PLAN Sheet:

S1.02

FOLEY FIORE

ARCHITECTURE

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

SIMPSON HH6 HEADER HANGER

LOW ROOF BELOW

2 3-

2 3-

x6

2Z TT /D

3-2x8

W

2Z TT /D

W

18'-3" 6

x6

x6

2 2-

3-2x8

6

2x

2-

3-91 2" LVL RAFTERS TO BEAR ON FIRST FLOOR WALLS BELOW 6

1 SIM. S3.03 4

5x 5x 1

HS 1

/ 6W

3-2x8

3-2x8 4 2x 3-

3-

B307 3-91 2" LVL

4 2x

2Z

T DT

4 2x

2Z

3-2x12 or 3-91 4" LVL

91 2" TJI 110 @ 16" O.C. RAFTERS

3-

6

TT /D

35'-3" 6

2x 4 TO PO HD ST R.

2x8 RAFTERS, OVERFRAME ON (E) LOW RAFTERS 3-

2x

6W 2x

2x

6

3-

3-

3-

3-91 2" LVL

(E) BEARING WALL BELOW

B307 3-91 2" LVL

SHED DORMER

6

2x

2-

HS S

x4 x5

S5

3-2x6 POST ADJACENT TO CORNER POST FOR ATTACHMENT OF B204 RIDGE BEAM BELOW; REFER TO S1.02

SHED DORMER

B305 3-14" LVL WINDOW HEADER 2x8 LEDGER SECURED TO STUD WALL W/ TWO 5" LONG LEDGERLOK SCREWS @ 16" O.C.

B303 2-16" LVL RIDGE BEAM

2x10 @ 16" O.C. RAFTERS

SHED DORMER

B308 2-91 2" LVL

04/28/2023 BULLETIN SET 4

2x

2-

TO 33- 2x4 2x U 4 P

4

x5 x1 S5

HS S TO 5x3 HD x 1 R.

E AT PL AT FL

07

B301 W21x44 RIDGE BEAM

2-2x10

(E) CHIMNEY

2-2x10

R. HD

DU 4 /H 2x 4W 4-

3-2x10

2-2x10

(E) ROOF TRUSSES @ 24" O.C. (E) HDR.

B304 3-14" LVL 13'-9" 6 2-2x10

Bernardi Residence

W

2-2x10

/H

DU 4

3-2x10 32x 4

(E) HDR.

(E) HDR.

(E) HDR.

(E) HDR.

(E) HDR.

TT

/D

6W

2x

11 S3.01

2-2x10

2x10 @ 16" O.C. RAFTERS

2-2x8

6

B208 BELOW

3-

B302 2-14" LVL RIDGE BEAM

5

22x

3-2x10

2-2x10

DU

5

2Z

32x 6

/H

6W

2x

DU

TT /D

/H

6W

6W

2x

3-

3-

2x 3-

SHED DORMER

O

2x RIDGE BOARD

6T

2-2x10

3-2x10

3-2x10

TE

E AT PL

PLA

AT FL

T FLA

2x 3-

2x

4 5'-6"

OVERFRAME

2x

3-2x10

6 2x 3-

(E) HDR.

7

3-11 8" LVL HEADER

OVERFRAME ONTO (E) ROOF TRUSSES

B3

HS

2x 6 3-

TO

4 2x

SIMPSON A35 ANGLE, TYP. U.N.O.

UP

3-

10 S3.01

E

2x 4

AT

07

PL

2x10 @ 16" O.C. RAFTERS 4

2x

AT

3-

(E) 3-14" LVL

B3

B309 3-117 8" LVL FOLD BEAM

(E) BEARING WALL BELOW TO BE REMOVED

B306 2-14" LVL FOLD BEAM

FL

B310 3-91 2" LVL

(E) BEARING WALL BELOW, INFILL AS NECESSARY W/ 2x4 @ 16" O.C. STUDS

2x

B310 3-91 2" LVL

24'-0" 6

2x 3-

6 7'-9"

2Z

3-2x10

2-2x10

LOW ROOF BELOW 8 S3.01

3-

2Z 6W

/D TT x6

SIMPSON HH6 HEADER HANGER

2-2x8

32x

2-2x8

2 2-

2x 6W

/D TT

2Z

6 26'-0"

120 Abbot Street Andover, MA 01810

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

Scale: AS NOTED

ROOF FRAMING PLAN SCALE: ¼" = 1'-0"

Title: ROOF FRAMING PLAN Sheet:

S1.03

3

2x6 STUD BEARING WALL ABOVE 1

2" PLYWOOD WALL SHEATHING

2x EXTERIOR STUD WALL 3

4" PLYWOOD FLOOR SHEATHING

FOLEY FIORE

ARCHITECTURE

I-JOIST PER PLAN

4" PLYWOOD FLOOR SHEATHING

ENGINEERED RIM

2x6 STUD WALL

1

2x6 PT PLATE W/ 2"Ø ANCHOR BOLTS @ 4'-0" O.C.

I-JOIST PER PLAN

2-#5 HORIZONTAL BARS TOP AND BOTTOM AND MID-HEIGHT

ENGINEERED RIM BOARD

2x6 STUD WALL BEYOND FOUNDATION WALL BEYOND

2x4 KEYWAY

4" CONCRETE SLAB W/ WWF ON COMPACTED CRUSHED STONE INSTALLED IN 6" LIFTS

8" MIN.

2x6 PT PLATE W/ 1 2" Ø ANCHOR BOLTS @ 4'-0" O.C.

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

NOTE: AT SIMILAR DETAIL, ALIGN RIM BOARD AND FACE OF CRIPPLE STUD BEARING WALL AS INDICATED BY DASHED LINE

4" CONCRETE SLAB ON GRADE W/ WWF, THICKEN TO 8" OVER WALL

DRIVEWAY SURFACE PER ARCH.

±13 4"; REFER TO ARCH CRIPPLE STUD BEARING WALL

FINISH GRADE

2-#5 HORIZ. BARS TOP AND BOTTOM AND MID-HEIGHT

8" MIN.

4'-0" MIN BELOW GRADE

CONTINUOUS FOOTING

1'-0"

2x4 KEYWAY CONTNUOUS FOOTING

10" CONCRETE FOUNDATION WALL

2-#5 HORIZONTAL BARS TOP AND BOTTOM AND MID-HEIGHT

LOW I-JOIST PER PLAN

LVL BEAM PER PLAN

2x4 KEYWAY

CONTNUOUS FOOTING

LVL BLOCKING PANELS BETWEEN JOISTS TO MATCH JOIST DEPTH. INSTALL VERTICAL LVL BLOCKING UNDER FULL POST AREA AT POST UP LOCATIONS

3 1 2"Ø LALLY COLUMN W/ SPRINGFIELD CAP AND BASE PLATE

4" CONCRETE SLAB ON GRADE W/ WWF PER PLAN

1'-0"

RIGID INSULATION PER ARCH. 1'-0"

4'-0" MINIMUM

4" CONCRETE SLAB ON-GRADE W/ WWF

2x4 KEY WAY

4'-0" MIN BELOW GRADE

10" CONCRETE FOUNDATION WALL 10" CONCRETE FOUNDATION WALL

2'-0" 2'-0"

INSULATION AS REQUIRED BY ARCHITECT

2'-0"

CONCRETE FOOTING, SIZE & REINFORCING PER PLAN 3" MIN. CLR.

SCALE: ¾" - 1'-0"

2

GARAGE FOUNDATION WALL SCALE: ¾" - 1'-0"

3

GARAGE FOUNDATION WALL AT APRON SCALE: ¾" - 1'-0"

4

#3 HORIZONTAL TIES @ 12" O.C. VERTICALLY, W/ 2 TIES WITHIN TOP 8" OF WALL

CONCRETE FOUNDATION WALL

4" PLYWOOD FLOOR SHEATHING

I-JOIST PER PLAN

SCALE: ¾" - 1'-0"

SECURE EAVE BLOCKING TO RAFTER W/ 3-8d TOENAILS EACH END

2x BLOCKING AT EAVE. BEVEL TOP OF BLOCKING TO MATCH ROOF SLOPE. FASTEN ROOF SHEATHING TO BLOCKING WITH 8d NAILS @ 4" O.C. MIN., U.N.O. ON PLANS

BEARING WALL ABOVE IN SOME LOCATIONS; REFER TO PLAN

3

LALLY COLUMN BASE DETAIL

2x WEB BLOCKING, 3" MIN. WIDTH, INSTALLED TIGHT TO STEEL ANGLE, SECURED TO WF BEAM WEB W/ TWO 1 2" A307 BOLTS @ 32" O.C., STAGGERED (I.E. ONE BOLT EVERY 16")

TOE NAIL BLOCKING TO TOP PLATE WITH 5-12d NAILS PER BLOCK

WF BEAM PER PLANS

SIMPSON HOLDOWN PER PLAN

1

TYPICAL CONNECTION AT ROOF

4" WEB STIFFENER EACH FACE OF BEAM

BLOCK ALL SHEATHING SEAMS SEE PLAN FOR EDGE NAIL SPACING

WF BEAM PER PLAN W/ 2x PLATE SECURED TO TOP FLANGE W/ TWO 1 2"Ø A307 BOLTS @ 32" O.C.

L3x3x3 16 CONTINUOUS ANGLE FOR BLOCKING SUPPORT, EACH SIDE OF WEB

1/4 HSS COLUMN PER PLANS

X

1 2" x BEAM WIDTH STEEL CAP PLATE SECURED TO WF BEAM W/ TWO 3 4"Ø BOLTS

SIMPSON H2.5A HURRICANE TIE AT EACH RAFTER, U.N.O. ON PLANS X'-X"

SIMPSON IUS I-JOIST HANGER

POST PER PLAN

HDU POST PER PLAN

SEE PLAN FOR SHEAR PANEL LENGTH

4-#5 VERTICAL BARS AT THREADED ROD FOR HOLDOWN

04/28/2023 BULLETIN SET 4

1

FOUNDATION WALL DETAIL W/ I-JOISTS

WHERE SHEATHING SEAMS OCCUR, SPACE 6" MIN. ABOVE OR BELOW PLATE

HDU, SIZE PER PLAN SHEATHING SEAM 1" MINIMUM

5

REINFORCED FOUNDATION CORNER AT HOLDOWN PLAN DETAIL SCALE: 1½" - 1'-0"

6

FLUSH STEEL BEAM W/ NAILER PLATE SECTION SCALE: ¾" - 1'-0"

7

TYPICAL THRU FLOOR CONNECTION

STEEL BEAM TO HSS COLUMN SECTION SCALE: ¾" - 1'-0"

SHEATHING SEAM VERTICAL LVL BLOCKING BETWEEN FLOORS UNDER HOLDOWN POSTS

SEE PLAN FOR EDGE NAIL SPACING

SHEAR WALL ABOVE HOLDOWN PER PLAN

SEE PLAN FOR SHEAR PANEL LENGTH

16d NAILS @ 4" O.C.

X

X'-X"

POST PER PLAN

HDU, MATCH SIZE FROM FLOOR ABOVE

BLOCK ALL SHEATHING SEAMS LVL BEAM PER PLAN

Bernardi Residence SIMPSON A35 ANGLE

HDU, SIZE PER PLAN

2x RAFTER PER PLAN 5

3 1 2" Ø LALLY COLUMN W/ SPRINGFIELD CAP AND BASE PLATE

8" PLYWOOD ROOF SHEATHING

TYPICAL CONNECTION AT FOUNDATION

SIMPSON A35 ANGLE 2x RAFTER PER PLAN 5

8" PLYWOOD ROOF SHEATHING

120 Abbot Street Andover, MA 01810

(E) I-JOIST 4" CONCRETE SLAB ON GRADE W/ WWF PER PLAN

SAW-CUT (E) SLAB THREADED ROD PER HOLDOWN UNIT SCHEDULE

L3x3x3 16 CONTINUOUS ANGLE FOR BLOCKING SUPPORT, EACH SIDE OF WEB

WF RIDGE BEAM PER PLAN THREADED ROD AND EMBEDMENT PER HOLDOWN UNIT SCHEDULE

INSULATION AS REQUIRED BY ARCHITECT

NUT AND STANDARD WASHER FOR CAST-IN-PLACE HOLDOWNS

2x WEB BLOCKING, 3" MIN. WIDTH, INSTALLED TIGHT TO STEEL ANGLE, SECURED TO WF BEAM WEB W/ TWO 1 2" A307 BOLTS @ 32" O.C., STAGGERED (I.E. ONE BOLT EVERY 16")

NUT AND STANDARD WASHER FOR CAST-IN-PLACE THREADED RODS

LVL RIDGE BEAM PER PLAN

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

Scale: AS NOTED

CONCRETE FOOTING, SIZE & REINFORCING PER PLAN

Title: SECTIONS

3" MIN. CLR.

9

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

LALLY COLUMN W/ THREADED ROD SECTION SCALE: ¾" - 1'-0"

10

STEEL RIDGE BEAM SECTION SCALE: ¾" - 1'-0"

11

LVL RIDGE BEAM SECTION SCALE: ¾" - 1'-0"

8

TWO-STORY SHEAR WALL DETAIL

Sheet: SCALE: ¾" - 1'-0"

S3.01

FOLEY FIORE

ARCHITECTURE

NOTE: AT EXISTING GARAGE DOORS, JOINT BETWEEN EXISTING AND NEW SLAB OCCURS AT OUTSIDE FACE OF EXISTING FOUNDATION WALL

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

1'-6" 11 2"

3"

9"

(E) CONCRETE FOUNDATION WALL

11 2"

3"

(E) CONCRETE FOUNDATION WALL

EQ. EQ.

11 2"

3"

7"

EXISTING RIDGE BEAM

NEW CONCRETE SLAB ON GRADE W/ WWF

11 2"

3"

#4 @ 12" O.C. x 24" LONG REBAR DOWELS. SET IN (E) WALL W/ HILTI HIT-HY 200 ADHESIVE, 4" EMBEDMENT

8" MIN. SLAB HAUNCH

FOUR 31 2" LONG FLATLOK SCREWS TO EACH RAFTER (EIGHT SCREWS PER HORIZONTAL 2x6 BLOCK)

EXISTING SLAB ON GRADE EXISTING 2x RAFTER PER PLAN

2"

4"

2"

5"

1'-4"

EXISTING ROOF SHEATHING

HSS COLUMN PER PLAN 3

3

4"x5"x1'-6" STEEL BASE PLATE ON ±1" NON-SHRINK GROUT W/ FOUR 1 2"Ø x 8"

4"x4"x1'-4" STEEL BASE PLATE ON ±1" NON-SHRINK GROUT W/ FOUR 1 2"Ø x 8" EMBEDMENT THREADED ROD SET W/ HILTI HIT-HY 200 ADHESIVE

HSS COLUMN PER PLAN

EMBEDMENT THREADED ROD SET W/ HILTI HIT-HY 200 ADHESIVE

CUT DOWN TOP OF EXISTING FOUNDATION WALL HORIZONTAL 2x6 BLOCK

LVL RIDGE BEAM PER PLAN TO BEAR TIGHT AGAINST UNDERSIDE OF HORIZONTAL 2x6 BLOCK

SCALE: 1½" - 1'-0"

2x BLOCKING AT EAVE. BEVEL TOP OF BLOCKING TO MATCH ROOF SLOPE. FASTEN ROOF SHEATHING TO BLOCKING WITH 8d NAILS @ 4" O.C. MIN., U.N.O. ON PLANS

TYPICAL CONNECTION AT ROOF

2

HSS COLUMN BASE PLATE ON (E) FOUNDATION DETAIL SCALE: 1½" - 1'-0"

SCALE: ¾" - 1'-0"

4

RIDGE BEAM DROPPED BELOW (E) RAFTERS SECTION SCALE: ¾" - 1'-0"

SECURE EAVE BLOCKING TO RAFTER W/ 3-8d TOENAILS EACH END SIMPSON H2.5A HURRICANE TIE AT EACH RAFTER, U.N.O. ON PLANS

TOE NAIL BLOCKING TO TOP PLATE WITH 5-12d NAILS PER BLOCK

SHEATHING SEAM WOOD POST PER PLAN

WALL PLATE ABOVE

WHERE SHEATHING SEAMS OCCUR, SPACE 6" MIN. ABOVE OR BELOW PLATE

X

X'-X"

BLOCK ALL SHEATHING SEAMS

SIMPSON HOLDOWN PER PLAN

SIMPSON HOLDOWN UNIT PER PLAN

HSS COLUMN PER PLAN ENGINEERED RIM BOARD

5x3x3 8" HSS x 3" LONG

SEE PLAN FOR SHEAR PANEL LENGTH

HDU POST PER PLAN

I-JOIST PER PLAN W/ PLYWOOD WEB BLOCKING TO ACCEPT LVL BLOCKING

EXTERIOR PLYWOOD WALL SHEATHING

SEE PLAN FOR EDGE NAIL SPACING

TYPICAL CONNECTION AT FOUNDATION

3

EXISTING/NEW SLAB TRANSITION SECTION

VERTICAL LVL BLOCKING BETWEEN FLOORS UNDER HOLDOWN POSTS

LVL BEAM PER PLAN

3 4" PLYWOOD FLOOR SHEATHING

1

04/28/2023 BULLETIN SET 4

1

HSS COLUMN BASE PLATE ON (E) FOUNDATION W/ SHELF DETAIL

2x PLATE

4" WEB STIFFENER PLATE

EACH SIDE OF BEAM

FOUR 8d TOENAILS INTO JOISTS AND WEB BLOCKING

1/4 HDU, SIZE PER PLAN

LVL BLOCKING, DEPTH TO MATCH FLOOR JOISTS, TOE-NAILED INTO FLOOR JOISTS, SNUG TO COLUMN

THREADED ROD, SIZE PER HOLDOWN SCHEDULE; DRILL HOLE IN LVL BEAM FOR ROD

1/4

1

1 2"x3 2"xBEAM WIDTH" PLATE WASHER, COUNTERSUNK

WF BEAM PER PLAN

THREADED ROD PER HOLDOWN UNIT SCHEDULE

5

NUT AND STANDARD WASHER FOR CAST-IN-PLACE THREADED RODS

SINGLE-STORY SHEAR WALL SECTION SCALE: ¾" - 1'-0"

6

HSS COLUMN BRACING PLAN DETAIL SCALE: ¾" - 1'-0"

1

2" PLYWOOD WALL SHEATHING

3

7

HOLDOWN TO WF BEAM SECTION SCALE: ¾" - 1'-0"

8

HOLDOWN TO LVL BEAM SECTION SCALE: ¾" - 1'-0"

STUD BEARING WALL IN SOME LOCATIONS, REFER TO PLAN; G.C. TO CONFIRM ALIGNMENT OF BEARING WALL RELATIVE TO BEAM BELOW AND COMMUNICATE TO ENGINEER PRIOR TO CONSTRUCTION FOR POSSIBLE REDESIGN OF DETAIL

4" PLYWOOD FLOOR SHEATHING

REMOVE 2'-0" OF EXISTING SHEATHING AND EXTEND NEW PLYWOOD ONTO EXISTING FRAMING

I-JOIST PER PLAN

2x6 STUD WALL

3

LVL BEAM PER PLAN

3

4" PLYWOOD FLOOR SHEATHING

4" PLYWOOD FLOOR SHEATHING

(E) SHEATHING

Bernardi Residence

ENGINEERED RIM BOARD I-JOIST PER PLAN

LALLY COLUMN PER PLAN W/ SPRINGFIELD CAP PLATE BELOW

I-JOIST PER PLAN (E) I-JOIST

SHIM AS REQUIRED (E) SILL

(E) I-JOIST W/ PLYWOOD WEB BLOCKING TO ACCEPT LVL BLOCKING

FINISH GRADE

120 Abbot Street Andover, MA 01810 8" MIN.

FOUR 8d TOENAILS LVL BLOCKING PANELS BETWEEN JOISTS TO MATCH JOIST DEPTH. INSTALL VERTICAL LVL BLOCKING UNDER FULL POST AREA AT POST UP LOCATIONS

(E) I-JOIST TO BE REMOVED

31 2" WIDE LVL BLOCKING, DEPTH TO MATCH FLOOR JOISTS, TOE-NAILED INTO FLOOR JOISTS AND LVL BEAM

(E) SILL TO BE REMOVED

I-JOIST BLOCKING PANELS BETWEEN JOISTS TO MATCH JOIST DEPTH. INSTALL VERTICAL LVL BLOCKING UNDER FULL POST AREA AT POST UP LOCATIONS

(E) I-JOIST

(E) CONCRETE FOUNDATION WALL W/ FRAMING SHELF

(E) I-JOIST

(E) BEAM PER PLAN

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

BEAM PER PLAN STEEL CHANNEL PER PLAN SECURED TO (E) BEAM W/ TWO 1 2"Ø x 4" LONG LAG SCREWS @ 8" O.C.

Scale: AS NOTED Title: SECTIONS

9

BEAM BRACING PLAN DETAIL AT LALLY COLUMN SCALE: ¾" - 1'-0"

10

SECTION THROUGH LIVING ROOM JOISTS SCALE: ¾" - 1'-0"

11

STEEL CHANNEL SISTERED TO (E) WOOD BEAM DETAIL SCALE: ¾" - 1'-0"

12

OVERFRAMED FLOOR DETAIL

Sheet: SCALE: ¾" - 1'-0"

S3.02

FOLEY FIORE

ARCHITECTURE

HSS COLUMN PER PLAN SHIM TO UNDERSIDE OF (E) SHEATHING AS REQUIRED

LVL BEAM PER PLAN

SECTION 11"

2x NAILER PLATE SECURED TO STEEL BEAM FLANGE W/ TWO 1 2"Ø A307 CARRIAGE BOLTS @ 32" O.C.

4 S3.03

5 S3.03

316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2

(E) WOOD BEAM PER PLAN FOUR 1 2"Ø A307 THRU-BOLTS

NOTE: FOR SIMILAR DETAIL: 13" TALL W/ FOUR FLATLOK SCREWS

NEW CONCRETE SLAB ON GRADE W/ WWF

3 8" THICK CUSTOM STEEL SADDLE WELDED TO FACE OF HSS COLUMN, SECURED TO LVL BEAM W/ THREE 5" LONG FLATLOK SCREWS

EXISTING SLAB ON GRADE

11"

WF BEAM PER PLAN W/ 1 2" THICK STEEL SADDLE

#4 @ 12" O.C. x 24" LONG REBAR DOWELS. SET IN (E) SLAB W/ HILTI HIT-HY 200 ADHESIVE, 4" EMBEDMENT

3"

45 8"

3"

8"

(E) I-JOIST PER PLAN

51 2"

PLAN SCALE: 11 2" = 1'-0"

EXTEND NEW SLAB 6" BENEATH (E) SLAB

HSS COLUMN PER PLAN W/ 1 2" THICK STEEL SADDLE

HSS COLUMN PER PLAN

SCALE: ¾" - 1'-0"

3

NEW SLAB PINNED TO (E) SLAB ON GRADE DETAIL

04/28/2023 BULLETIN SET 4

2

SCALE: ¾" - 1'-0"

WF BEAM PER PLAN

WF BEAM PER PLAN

NOTE: REFER TO SECTION 2/S3.03 FOR ADDITIONAL INFORMATION NOT INDICATED HEREIN

2-2x6 TOP PLATE 3-8d NAILS @ 4" O.C. 5

8" PLYWOOD ROOF SHEATHING

2"

BOUNDARY NAILING PER PLAN

3"

11 2"

STEEL SADDLE PLATE BEYOND; REFER TO SECTION 4/S3.03 FOR ADDITIONAL INFORMATION

2x RAFTER PER PLAN

EXTERIOR 2x6 STUD WALL

3"

8"

11 2"

3"

6"

11"

SCALE: ¾" - 1'-0"

WF BEAM BEARING ON (E) WOOD BEAM SECTION

13 4"

LVL BEAM TO FACE OF HSS COLUMN SECTION

61 4"

1

4"

3"

NOTCH LVL 3 8" FOR SADDLE SIDE PLATE

1

2" THICK STEEL SADDLE

(E) WOOD BEAM PER PLAN

1

3" 11 2"

STEEL SADDLE PLATE BEYOND; REFER TO SECTION 5/S3.03 FOR ADDITIONAL INFORMATION

6"

11 2"

NOTE: REFER TO SECTION 2/S3.03 FOR ADDITIONAL INFORMATION NOT INDICATED HEREIN

HSS COLUMN PER PLAN

4

2x6 SHEAR WALL

(E) WOOD BEAM PER PLAN

2" THICK STEEL SADDLE

HSS COLUMN PER PLAN

WF BEAM BEARING ON (E) WOOD BEAM SECTION SCALE: 1½" - 1'-0"

5

WF BEAM BEARING ON (E) WOOD BEAM SECTION SCALE: 1½" - 1'-0"

6

ROOF SHEATHING SECTION SCALE: ¾" - 1'-0"

Bernardi Residence

120 Abbot Street Andover, MA 01810

Date: 10/26/22 10/12/22 09/09/22 07/15/22 06/23/22

Revision: Bulletin Set II CD Set Rev. 3 CD Set Rev. 2 CD Set Rev. 1 CD Set

Scale: AS NOTED Title: SECTIONS

Sheet:

S3.03