quisenberry arcari · a r c h i t e c t s, l l c quisenberry arcari 318 main street, farmington, ct...

A R C H I T E C T S, L L C

QUISENBERRY ARCARI

318 Main Street, Farmington, CT 06032 www.qa-architects.com t (860) 677 - 4594 f (860) 677 - 8534

94 L

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(Q

A#

1346-1

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LOCATION MAP

ANNE SWEENEY

REHABILITATION / RECONSTRUCTION WORK FOR:

ISSUE DATE: MAY 1, 2015

94 LONGDEAN RD FAIRFIELD, CT

APPLICANT # 1479

COMMUNITY DEVELOPMENT BLOCK GRANTDISASTER RECOVERY PROGRAM (CDBG-DR)

OWNER OCCUPIED REHABILITATION& REBUILDING PROGRAM (OORR)

EQUAL HOUSINGOPPORTUNITY

SPONSORED IN CONJUNCTION WITH FUNDING FROMTHE CONNECTICUT DEPARTMENT OF HOUSING

LIST OF DRAWINGSREFERENCE

COVER

G1.1 GENERAL NOTES I

HAZARDOUS MATERIALS

HM-01 HAZARDOUS MATERIALS ABATEMENT-BASEMENTHM-02 HAZARDOUS MATERIALS ABATEMENT-FIRST FLOORHM-03 HAZARDOUS MATERIALS ABATEMENT-ROOF

STRUCTURAL

S-01 STRUCTURAL GENERAL NOTESS-02 STRUCTURAL GENERAL NOTESS-1 FOUNDATION PLANS-2 FIRST FLOOR FRAMING PLANS-3 ROOF FRAMING PLAN

ARCHITECTURAL

AD1.0 BASEMENT AND FIRST FLOOR DEMOLITION PLANAD1.1 SECOND FLOOR AND ROOF DEMOLITION PLANAD2.0 EAST AND WEST DEMOLITION ELEVATIONSAD2.1 NORTH AND SOUTH DEMOLITION ELEVATIONS

A1.0 BASEMENT FLOOR PLANA1.1 FIRST FLOOR PLANA1.2 SECOND FLOOR PLANA2.0 EAST AND WEST ELEVATIONSA2.1 NORTH AND SOUTH ELEVATIONSA2.2 WALL SECTIONA3.0 ROOF PLANA3.1 ROOF DETAILSA4.0 DECK PLANA4.1 DECK DETAILSA5.0 MISCELLANEOUS DETAILSA6.0 DOOR ELEVATIONS, SCHEDULE & NOTESA6.1 DOOR DETAILSA7.0 WINDOW ELEVATIONS, SCHEDULE & DETAILS

MEP

MD1.1 MECHANICAL DEMO PLANSM1.1 MECHANICAL PLANSED1.1 ELECTRICAL DEMO PLANSE1.1 ELECTRICAL PLANS

SECTION MARKER

ELEVATION MARKER

C WINDOW IDENTIFICATION

ROOM NAMEFLOOR FINISHROOM SIZE (if applicable)

ELEVATION MARKER

WALL TO BE DEMOLISHED

NEW STUD WALL

NEW CMU WALL

NEW FOUNDATION WALL

NEW DOOR

EXISTING WALL

EXISTING DOOR

A3.2

2

A2.1

1

ARCHITECTURAL SYMBOLS

KITCHENHARDWOOD15'-0"x12'-0"

4. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCOMMENCING WORK.

ELECTRICAL NOTES

3. ELECTRICAL CONTRACTOR SHALL PURCHASE AND INSTALL ALL NEW COMPONENTS ASREQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS CONSTRUCTIONPROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY,SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESESYSTEMS.

5. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTERTHE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.

7. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES ANDACCEPTED STANDARDS OF PRACTICE.

2. FINAL LOCATIONS OF ALL ELECTRICAL DEVICES AND THEIR INTENDED OPERATION ISTO BE COORDINATED WITH THE OWNER.

1. ELECTRICAL DRAWINGS ARE INTENDED TO BE USED FOR SCHEMATIC DESIGN ONLY.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF FINALELECTRICAL DESIGN.

6. ELECTRICAL CONTRACTOR MUST PROVIDE AND INSTALL ALL DUCT WORKASSOCIATED WITH EXHAUST FANS.

RWC Rain Water Conductor

CorridorCORR.

T&G Tongue and Groove

FixtureFIXT.

General Contractor

Gypsum Board

Furnish, Furnishings, Furniture

Furred, Furring

H.B. Hose Bibb

GaugeGA.

H.C. Handicapped

HORIZ.

H.M.

HGT.

Hollow Metal

Horizontal

Height

GYP. BD.

G.C.

GALV. Galvanized

FootingFTG.

FURR.

FURN.

FDN Foundation

FLR.FIN.

FLASH

F.D.

FLR.

Floor Drain

Floor Finish

Floor

Flashing

Vinyl Composition Tile

Waterproofing

Welded Wire Fabric

White Board

W.P.

WD.

W.W.F.

W.BD.

W/ With

Wood

VEST.

VCT.

Vestibule

Unless Otherwise Noted

Underwriter's Laboratory

Unit Heater

Unit Ventilator

U.L.

U.H.

U.O.N.

U.V.

T.O.

TYP.

T. Tread

Typical

Top Of

Fire Extinguisher

Fire Retardant

Expansion Joint

Existing To Remain

Finish, Finished

Fiber Reinforced Gypsum Panel

Exterior Insulation Finish System

Drinking Fountain

Electric Water Cooler

Electric, Electrical

Course, Courses

EWC.

ExteriorEXT.

F.R.G.P.

FPRFG.

F.R.

F.E.

FIN.

Fireproofing

E.I.F.S.

FT. Feet, Foot

EquipmentEQUIP.

E.T.R.

EXP.

E.J.

EXIST.

Expansion

Existing

EMERG.

ELEV.

EQ.

EL.

Elevator

Equal

Emergency

Elevation

DoorDR.

DrawingDWG.

EA.

ELEC.

D.F.

Each

D.S.

DN

DBL.

D.H.

Downspout

Down

Double

Double Hung

DepartmentDEPT.

DIM.

DIST.

DIA.

DET.

Dimension

Distance

Diameter

Detail

DEMO.

DEG.

CRS.

Degree

Demolition

S.D. Soap Dispenser

STOR. Storage

To Match Existing

Toilet Paper Dispenser

Tack Board

Susp. Acoustic Tile Ceiling

Structural Steel

Structure, Structural

Suspend, Suspension

T.M.E.

T.BD.

THRU

T.P.D.

Through

S.A.T.C.

STRUCT.

SUSP.

S.STL.

Sound Transmission Coefficient

Sound Transmission Class

Specifications

Stainless Steel

Square Feet

SQ. Square

STL.

S.S.

STD.

S.F.

Steel

Standard

S.T.C.

SPEC.

S.T.D.

Seismic Joint

Sanitary Napkin Dispenser

Sanitary Napkin Receptacle

SECT. Section

SHT.

S.J.

SIM.

Sheet

Similar

SCHED.

SC.

S.N.D.

S.N.R.

Schedule

Scupper

Refrigerator

Receiving

Roof Drain

Revised, Revision

Reinforce

REQ'D Required

R.D.

REV.

R.

RM.

Riser

Room

REM

REINF.

REFR.

RECV.

Remove

MAS. Masonry

AsphaltASPH.

Built Up Roofing

Cabinet Unit Heater

Brick Expansion Joint

Bevel, Beveled

CabinetCAB.

Chalk BoardC.BD.

ConcreteCONC.

CONTR.

CONT.

CJ

CONF.

Continuous

Contractor

Conference

Control Joint

CLO.

COL.

Closet

Column

Ceiling HeightCLGHT.

CTR.

C.T.

CL.

CEM.

Center

Ceramic Tile

Centerline

Cement

CAP.

CASE

CLG.

C.U.H.

Capacity

Casement

Ceiling

BituminousBIT.

Bottom OfB.O.

BLDG.

B.U.R.

B.E.J.

Building

BD.

BOT.

BLK.

BLKG.

Board

Bottom

Block

Blocking

BEV.

BM

BRG.

Beam

Bearing

AUTO.

ASSY.

ASST.

Automatic

Assembly

Assistant

PLYWD. Plywood

Precast Expansion Joint

Prefabricated

Quarry Tile

Polyvinylchloride

QTY.

RAD.

Q.T.

Radius

Quantity

P.E.J.

PREFAB.

PVC.

Perpendicular

Plastic Laminate

Paper Towel Dispenser

PERP.

PLAM.

PLUMB.

PLAS.

PL. Plate

Plumbing

Plaster

PTD.

P.T.D.

PR.

PASS. Passage

Pair

Painted

N North

Outside Diameter

Overhead

On Center

Not To Scale

Not In Contract

OFF. Office

O.H.

O.D.

O.C.

N.T.S.

N.I.C.

Miscellaneous

Mechanical

Maximum

Mezzanine

Masonry Opening

MIN.

MISC.

MEZZ.

Minimum

MAX.

MECH.

M.O.

MAT. Material

As Selected By Owner

As Provided By Owner

Aluminum Frame

Architect, Architectural

Anchor, Anchorage

Air Conditioning

Air Handling Unit

Acoustical Tile

Acoustic, Acoustical

Above Finish FloorA.F.F.

Anchor BoltAB.

ARCH.

A.S.B.O.

A.P.B.O.

ASB. Asbestos

L

ANOD.

APPR.

Angle

Anodized

Approved

A.H.U.

ALUM.

ALF.

ANCH.

ALT.

Aluminum

Alternate

A.C.T.

A/C

A.C.

InchIN.

Kick PlateK.P.

Marker Board

Laboratory

Manufacturer

Maintenance

M.BD.

MFRG.

MAINT.

MACH. Machine

LTG.

LAV.

LAB

Lavatory

Lighting

Insulation

Inside Diameter

Information

INSUL.

JT.

INT.

Joint

Interior

INCL.

INFO.

I.D.

Included

ABBREVIATIONS

1. PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICANSTANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUMWALLBOARD, AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATESTEDITION; APPLICABLE PARTS THEREOF ARE HEREBY MADE A PART OF THISSPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR INTHE SPECIFICATION, IN LOCAL CODES, OR BY THE MANUFACTURER OF THE GYPSUMWALLBOARD, WHOSE REQUIREMENTS SHALL BE FOLLOWED.

1. APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS.

2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHEREREQUIRED. PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THE DRAWINGS.

FINISHESGYPSUM BOARD

PAINT

3. PROVIDE 12" TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE.5

8" TYPE X GYPSUM BOARD SHALL BE PROVIDED AT GARAGE CEILING WHICH HASLIVING SPACE ABOVE.

1.

WOOD

7. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS LABELED TJIARE COMPOSITE I-JOISTS AS MANUFACTURED BY TRUS-JOIST. MEMBERS LABELEDLVL ARE LAMINATED VENEER LUMBER (1.9E MICROLLAM BY TRUS-JOIST). THESUBSTITUTION OF OTHER PRODUCTS ARE ONLY PERMITTED WITH BACKUPENGINEERING PLANS AND CALCULATIONS.

ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGNSPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HOUSEFRAMING" AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA),INCLUDING PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE, FRAMING ANDBRACING.

2. UNLESS NOTED OTHERWISE ON THE DRAWINGS, STRUCTURAL LUMBER SHALL BE ASFOLLOWS:

A. INTERIOR EXPOSURE: STRUCTURAL WOOD PROTECTED FROM MOISTURE SHALL BEHEM-FIR #2 OR BETTERB. EXTERIOR EXPOSURE: STRUCTURAL WOOD EXPOSED TO MOISTURE, THEWEATHER, IN CONTACT WITH CONCRETE, LOCATED WITHIN 8 INCHES OF SOIL, ORLESS THAN 18 INCHES FROM THE FLOOR OF A CRAWL SPACE SHALL BEPRESERVATIVE TREATED SOUTHERN YELLOW PINE #2 OR BETTER, WITH RETENTIONMEETING OR EXCEEDING THE REQUIREMENTS OF THE BUILDING CODE.C. PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOODASSOCIATION (APA) SPECIFICATIONS (Y 510). PLYWOOD FLOOR DECKING SHALL BECONTINUOUS OVER TWO OR MORE SPANS WITH THE FACE-GRAIN RUNNINGPERPENDICULAR TO SUPPORT JOISTS.

I. ROOF SHEATHING: C-D/EXT-APA, ½" THICKII. WALL SHEATHING: C-D/EXT-APA, ½" THICKIII. SUBFLOORING: C-D/EXT-APA, ¾" THICK

3. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE'S"RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHING ANDSUBFLOORING 6"O.C AT EDGES AND 12"O.C. ALONG INTERMEDIATE SUPPORTS,LEAVING SPACES BETWEEN PANELS AS RECOMMENDED BY THE APA. UTILIZERING-SHANK OR SCREW TYPE NAILS FOR PLYWOOD SUBFLOORING AND APPLYAPPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECURE PLYWOOD TOFLOOR JOISTS.

4. INSTALL JOIST HANGERS, COLUMN CAPS AND BASES WHERE REQUIRED. METALFABRICATIONS SHALL BE OF APPROPRIATE SIZE AND TYPE FOR THE MEMBERS ANDSUPPORT CONDITIONS. WHERE FLANGE SUPPORT JOIST HANGARS ARE USED INCONJUNCTION WITH STEEL BEAMS, CARE SHALL BE TAKEN TO INSTALL THE HANGERSCLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X WOOD TOP PLATES.

5. NOTCHING SHALL NOT EXCEED 1/6TH OF THE DEPTH OF A JOIST OR RAFTER ANDSHALL OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALL NOT BEPERMITTED IN THE MIDDLE HALF OF THE SPAN. NOTCH LENGTH SHALL NOT EXCEED1/3RD OF THE JOIST DEPTH. NOTCHES ARE NOT PERMITTED IN ENGINEERED LUMBERPRODUCTS.

6. HOLES IN JOISTS OR RAFTERS SHALL OCCUR IN THE MIDDLE 1/3RD OF THE SPAN.THE HOLE DIAMETER SHALL NOT EXCEED 1/3RD OF THE JOIST DEPTH. HOLES INENGINEERED LUMBER PRODUCTS SHALL BE IN ACCORDANCE WITH MANUFACTURER'SGUIDELINES.

1.

THERMAL & MOISTURE PROTECTION

4.

PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THEFOLLOWING:

INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIREDBY LOCAL BUILDING CODES.

A. EXTERIOR WALLS: R-19 MINIMUMB. SLOPED CEILINGS: R-30 MINIMUMC. FLAT CEILINGS: R-38 MINIMUMD. CEILINGS OVER UNCONDITIONED SPACE: R-21 MINIMUME. CEILINGS OVER BASEMENT: R-21 MINIMUM

2. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOLSIDE OF THE INSULATION FROM THE EAVE TO RIDGE.

3. DO NOT LEAVE KRAFT-PAPER FACED INSULATION EXPOSED. INSTALL TYPE FSK FOILTO PROTECT EXPOSED INSULATION.

2.

3.

4.

5.

6.

7.

8.

9.

NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLEWALL BRACING (TEMPORARY OR PERMANENT) HAS BEEN INSTALLED.

DO NOT POUR FOOTINGS ON FROZEN SOIL. REMOVE ALL FROST PRIOR TO POURINGCONCRETE.

BOTTOM OF FOOTINGS SHALL BE INSTALLED BELOW GRADE TO PROVIDEPROTECTION FROM FROST PENETRATION. CONSULT WITH LOCAL BUILDING OFFICIALSREGARDING REQUIRED DEPTH IN THE LOCALE WHERE THE FOUNDATION ISCONSTRUCTED.

PROVIDE 2-#5 REINFORCING BARS CONTINUOUS IN THE TOP AND BOTTOM OFWALLS, AND IN CONTINUOUS FOOTINGS. SEE FOUNDATION PLAN FOR ADDITIONALREINFORCING REQUIRED AT COLUMN FOOTINGS.

PROVIDE ½" DIAMETER ANCHOR BOLTS AT 6'-0"O.C. MAXIMUM TO SECURE FRAMINGSILL TO FOUNDATION.

PROVIDE EXTERIOR AND/OR INTERIOR FOOTING DRAINS AS REQUIRED BY SITECONDITIONS.

INSTALL FOUNDATION WATERPROOFING TO BELOW GRADE SURFACES.

INSTALL FOUNDATION INSULATION AS REQUIRED BY LOCAL CODES.

1. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL WITH A MINIMUM BEARINGCAPACITY OF 4000 PSF. BACKFILL OVER-EXCAVATION WITH CONCRETE, NOTADDITIONAL SOIL.

FOUNDATION

1. ALL CONSTRUCTION ON THIS HOME, AND ANY CHANGES MADE TO THE DESIGN OFTHIS HOME, EITHER BEFORE OR DURING CONSTRUCTION SHALL BE DONE INACCORDANCE WITH THE BUILDING CODE. NOTHING REPRESENTED WITHIN THESEPLANS SHALL ALLEVIATE THE APPLICABLE CODE REQUIREMENTS FOR THECONSTRUCTION RELATED TO THIS PROJECT.

2. NOTIFY QUISENBERRY ARCARI ARCHITECTS, LLC AT (860) 677-4594 IMMEDIATELY IFPROBLEMS SHOULD ARISE DURING THE CONSTRUCTION ON THIS HOME WITHRESPECT TO STRUCTURAL INTEGRITY, FRAMING CONFLICTS, OR GENERAL CONCERNS.

3. THESE DRAWINGS DO NOT REPRESENT ALL COMPONENTS OR DETAILS REQUIRED TOPROPERLY CONSTRUCT THIS HOME. IT IS ASSUMED THAT THE WORK WILL BEPERFORMED BY COMPETENT, SKILLED AND LICENSED TRADE CONTRACTORS INACCORDANCE WITH INDUSTRY STANDARDS AND CARE.

4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL NEW FINISHES (ROOFING,SIDING, TRIM, ETC.) SHALL MATCH EXISTING.

6. EXTEND EXISTING SERVICES (MECHANICAL, PLUMBING, ELECTRICAL, ETC.) TOACCOMMODATE THE HOUSE RAISE. PROVIDE UPGRADES TO EXISTING COMPONENTSAS NECESSARY TO PROVIDE SATISFACTORY PERFORMANCE WITHIN THE COMPLETEDSTRUCTURE.

GENERAL NOTES

SECURITY KEYPAD: 48" A.F.F.

RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OFRECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, MOUNTAT 24" A.F.F.

EXTERIOR RECEPTACLES: 24" A.F.G. (20" A.F.F.)

BOILER EMERGENCY SWITCHES: 60" A.F.F.

SWITCHES: 48" A.F.F.

ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED.SEE ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS.

DATA / PHONE OUTLETS: 18" A.F.F.

TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING

WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE

1.

2.

3.

4.

ELECTRICAL MOUNTING HEIGHTS

5.

6.

7.

8.

9.

9.

5.

1.

6.

2.

4.

7.

REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF 6" OFCRUSHED 38" STONE ON STRUCTURAL FILL PLACED IN 8" LAYERS AND COMPACTEDTO 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOTLESS THAN ONE LAYER OF STRUCTURAL FILL SHALL BE USED.

REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TOASTM A-615-GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A-185.

CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, ANDALL INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES.

REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS ATSPLICES AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRICSHALL BE LAPPED 6" AT END SPLICES.

ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND "SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR BUILDING" (ACI 301).

CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THEAGE OF 28 DAYS: 3000PSI, EXCEPT 4000PSI FOR EXTERIOR WORK.

CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OFCONCRETE AS DIRECTED BY ACI 301. USE OF CALCIUM CHLORIDE SHALL NOT BEPERMITTED.

3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS.

8. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE.

CONCRETE

GROUNDSNOWLOAD

SPEED(mph)

WIND DESIGNTOPOGRAPHIC

effects

SEISMICDESIGN

CATEGORY

SUBJECT TO DAMAGE FROM

Weathering Frost linedepth

Termite

WINTERDESIGNTEMP

ICE BARRIERUNDERLAYMENT

REQUIRED

30 psf 100 n/a B SEVERE 42" MODERATE TOHEAVY 7° F YES

DESIGN CRITERIA

CODES THIS PROJECT WAS DESIGNED TO:2009 INTERNATIONAL RESIDENTIAL CODE W/ 2013 CONNECTICUT AMENDMENT2009 INTERNATIONAL ENERGY CONSERVATION CODE W/ 2013 CONNECTICUT AMENDMENT2011 NATIONAL ELECTRICAL CODE (NFPA 70) W/ 2013 CONNECTICUT AMENDMENT

FLOODHAZARD

AIRFREEZING

INDEX

MEANANNUALTEMP

CLIMATEZONE

AE11 1,500 OR LESS 50° F 5A

GENERALNOTES

No Scale

G1.1Sheet #:

Drawn By:Project #:

Sheet Description:

QUISENBERRY ARCARIARCHITECTS, LLCwww.qa-architects.com

T (860) 677-4594F (860) 677-8534318 Main Street

Farmington, CT 06032

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UP

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SUNROOM

BASEMENT

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www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street


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KITCHEN BATHCLOSET

CLOSET

LIVING ROOMDINING ROOM

CLOSET

CLOSET

DECK

DNBEDROOM

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CRAWL SPACE

CRAWL SPACE

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BEDROOM 2 BEDROOM 3

ATTIC

ATTIC

CLOSET

CLOSETCLOSET

LAUNDRY ROOM

SUNROOMUTILITY ROOM

SUNROOM

BASEMENT

UP

REMOVE AND DISPOSE OFEXISTING FLOOR ASSEMBLYIN ITS ENTIRELY. PREP AREAFOR NEW WORK.

REMOVE AND RELOCATE ELECTRICAL PANEL,SEE MEP DRAWINGS

REMOVE AND RELOCATEWASHER AND DRYER,SEE MEP DRAWINGS.

REMOVE AND RELOCATEFURNACE AND

WATER HEATER.SEE MEP DRAWINGS

REMOVE AND DISPOSEOLD BAR ASSEMBLY

EXISTING STRUCTURALBEAM TO REMAIN.

REMOVE AND DISPOSE OFEXISTING ROOFING ASSEMBLYIN ITS ENTIRETY

REMOVE AND DISPOSE OFEXISTING EXTERIOR SIDINGAND SHEATHING ALONG EXTENTOF WORK

CUT BACK EXISTING SIDING TOJOINT TO RECEIVE NEW

REMOVE AND DISPOSE OFEXISTING WINDOW ASSEMBLY,PREPARE FOR NEW OPENING

EXTENT OF WORK

REMOVE AND DISPOSE OF EXISTINGWINDOW ASSEMBLY IN ITS ENTIRELY.PREPARE AREA FOR NEW WORK. REFERTO FLOOR PLANS FOR EXTENT OF WORK

REMOVE PORTION OF RAILING TO ACCOMMODATE NEW STAIRS. REFER TO PLANS FOR EXTENT

OF WORK.

REMOVE PORTIONS OFEXISTING DECKING, JOIST,

RAILING, POST ANDSTRUCTURE WERE REQUIRED

TO INSTALL NEW ADDITION.PREPARE DECK TO RECEIVENEW WORK. CONTRACTOR

WITH PLANS THE EXTENT OFDEMOLITION.

REMOVE AND DISPOSEOF EXISTING STORMDOOR ASSEMBLY

REMOVE AND DISPOSE OFEXISTING BASEMENT WINDOWASSEMBLY IN IT ENTIRELY.PREPARE OPENING TO RECEIVENEW WORK.


REMOVE AND DISPOSE OFEXISTING BASEMENT WINDOW

ASSEMBLY IN IT ENTIRELY.PREPARE OPENING TO RECEIVE

NEW WORK.

DEMO NOTESA NEW ADDICTION IS TO BE ADDED TO THEBACK PORTION OF THE EXISTING HOUSE. THECONTRACTOR WILL TAKES AND VERIFY ALLDIMENSIONS AND CONDITIONS ON SITE PRIORTO THE START OF WORK.

ALL SITE MATERIALS INCLUDING BUT NOTLIMITED TO THE LANDSCAPE, FENCING, ANDFENCE POSTS DAMAGED OR REMOVED DURINGTHE DEMOLITION AND REMODEL OF THE HOUSEWILL REINSTALLED, REPAIRED AND REPLACED BYTHE GC AT NO EXPENSE TO THE OWNER.

CONTRACTOR SHALL DOCUMENT THECONDITION OF ALL EXISTING ITEMS INDICATEDTO BE REMOVED & REINSTALLED ELSEWHERE ORTO REMAIN. ANY ITEMS DAMAGED DURINGREINSTALLATION OR BY WORK CONDUCTED BYANY CONTRACTOR, SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.

ABATE AND PROPERLY DISPOSE OF ALLEXISTING ASBESTOS CONTAINING ITEMS.SEE HAZMAT REPORT FOR LOCATION, PROPERREMOVAL AND DISPOSAL PROCEDURES.

REMOVE AND DISPOSE OF EXISTING GYPSUMBOARD CEILING AND INSULATION THROUGHOUTBASEMENT

REFER TO MEP DRAWINGS FOR ALL ADDITIONALDEMOLITION

REFER TO STRUCTURAL DRAWINGS FORADDITIONAL DEMOLITIONS NOTES.

EXTENT OF WORK

UP

DN

KITCHEN BATHCLOSET

CLOSET

BEDROOM 1

LIVING ROOMDINING ROOM

CLOSET

CLOSET

DECK

DN

EXTENT OF WORK

AD2.0

2

AD2.1

1

AD2.0

1

AD2.1

2

AD2.0

2

AD2.1

1

AD2.0

1

AD2.1

2

REMOVE AND DISPOSE OFEXISTING WINDOW, WALL ASSEMBLY,

FOUNDATION, AND FOOTINGS.PREPARE AREA FOR NEW WORK

REFER TO MEP DRAWINGSFOR EXTENT OF WORK

ON EXISTING SUMP PUMP

REMOVE PORTION OF WALL FOR NEW DOORS.SEE DOOR SCHEDULE FOR DOOR SIZES.

REMOVE AND DISPOSE OFEXISTING BRICK HALF WALLS.

REMOVE AND DISPOSE OFEXISTING BASEMENT DOORAND CONCRETE STAIRS

REMOVE AND DISPOSE OFEXISTING WASHER AND

DRYER PLATFORM.

REMOVE AND DISPOSE OFEXISTING BASEMENT DOORAND WALL ASSEMBLY

REMOVE AND DISPOSE OFEXISTING BASEMENT DOORWALL AND STAIR ASSEMBLY

REFER TO MEP DRAWINGSFOR EXTENT OF WORK

ON EXISTING GAS METER

CUT AND REMOVE A MINIMUM2'-0" X 2'-0" AREA OF SLAB ONGRADE IN EACH QUADRANT OF

BASEMENT, TYPICAL.

SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEE

PLANS FOR NEW VENT OPENINGS



CUT AND REMOVE A MINIMUM2'-0" X 2'-0" AREA OF SLAB ONGRADE IN EACH QUADRANT OF

BASEMENT, TYPICAL.



REMOVE AND DISPOSE OFEXISTING STAIR ASSEMBLYONLY.

REMOVE AND DISPOSEOF EXISTING HEATERAND ALL ELEMENTSPERTAINING TO IT.

REMOVE AND DISPOSE OFEXISTING GYPSUM BOARDCEILING AND INSULATIONTHROUGHOUTBASEMENT

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BASEMENTAND FIRST

FLOORDEMOLITION

PLANS

1FIRST FLOOR DEMOLITION PLANSCALE: 1 4"=1'-0"

2BASEMENT FLOOR DEMOLITION PLANSCALE: 1 4"=1'-0"

AD1.0


EXTENT OF EXISTING ROOF SHINGLES,ICE AND WATER SHIELD AND PAPER TOBE REMOVED AND DISPOSED OF.REMOVE MINIMUM OF TWO COURSESOF SHINGLES ALONG THE TOP AND SIDEOF AREA TO RECEIVE NEW ROOF.CONTRACTOR TO REFER TO THE PLANSAND ELEVATION FOR EXTENT OF WORK.

REMOVE EXISTING GUTTERSAND DOWNSPOUT. EXISTING

ROOF AND OVERHANG TOREMAIN

REMOVE EXISTING EAVE ASSEMBLYINCLUDING BUT NOT LIMITED TO

GUTTERS, SOFFIT, FASCIA

EXISTING ROOF ANDOVERHANG TO REMAIN








DN

BEDROOM 2 BEDROOM 3

ATTIC

ATTIC

CLOSET

CLOSETCLOSET

REMOVE A 4'-0" X 8'-0" PORTION OFEXISTING ROOF SHEATHING FORPROPER AIR VENITATION.

AD2.0

2

AD2.1

1

AD2.0

1

AD2.1

2

AD2.0

2

AD2.1

1

AD2.0

1

AD2.1

2

EXTENT OF ROOF WORK

EXTE

NT

OF

RO

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WO

RK


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SECONDFLOOR

AND ROOFDEMOLITION

PLAN

1SECOND FLOOR DEMOLITION PLANSCALE: 1 4"=1'-0"

AD1.12ROOF DEMOLITION PLANSCALE: 1 4"=1'-0"

FIN. FLOOR FIRST LEVELELEV: 10.9'

FIN. FLOOR BASEMENT LEVELELEV: 4.6'

FIN. FLOOR SECOND LEVELELEV: 18.4'




EAST ELEVATION1

SCALE: 14" = 1'-0"

WEST ELEVATION2

SCALE: 14" = 1'-0"

EXTENT OF SIDING AND SHEATHING REMOVAL

REMOVE EXIST GUTTER INIT ENTIRELY.

EXISTING DECK TO REMAIN.PREPARE DECK TO BE SEALED

EXTENT OF EXISTING ROOFSHINGLES, ICE AND WATERSHIELD, FELT PAPER AND TRIMTO BE REMOVED AND DISPOSED.REMOVE MINIMUM OF TWOCOURSES OF SHINGLESALONG THE TOP AND SIDE.CONTRACTOR TO REFER TO THEPLANS AND ELEVATION FOREXTENT OF WORK.

REMOVE AND DISPOSE OFEXISTING WINDOW ASSEMBLIES

REMOVE AND DISPOSEOF EXISTING DECKSTAIR ASSEMBLY INIT ENTIRELY

REMOVE AND DISPOSE OF PORTION OFEXISTING DECK ASSEMBLY. REFER TOPLANS FOR EXTENT OF WORK

REMOVE AND DISPOSEOF EXISTING WINDOW

ASSEMBLY IN IT ENTIRELY

REMOVE AND DISPOSEOF EXISTING STORM

DOOR ASSEMBLY

REMOVE AND DISPOSEOF EXISTING FOUNDATION

WALL ASSEMBLY IN ITENTIRELY. PREPARE

AREA FOR NEW WORK

REMOVE AND DISPOSE OFEXISTING SUNROOM IN ITENTIRELY. PREPARE AREA

FOR NEW ADDITION








EXTENT OF DECK REMOVAL

SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEEPLANS FOR NEW VENT OPENINGS


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EAST ANDWEST

DEMOLITIONELEVATIONS

AD2.0














NORTH ELEVATION1

SCALE: 14" = 1'-0"

SOUTH ELEVATION2

SCALE: 14" = 1'-0"

EXISTING DECK AND FRAMING TO REMAIN.PREPARE DECK TO BE

SEALED

CUT BACK EXISTING SIDING TO JOINT


REMOVE AND DISPOSE OF EXISTING STAIR ASSEMBLY

IN ITS ENTIRELY

REMOVE AND DISPOSE OFEXISTING WINDOW ASSEMBLIES

REMOVE AND DISPOSE OFEXISTING WALL ASSEMBLY INIT ENTIRELY. PREPARE AREAFOR NEW ADDITION

REMOVE AND DISPOSEOF EXISTING STAIR ASSEMBLYIN IT ENTIRELY

REMOVE AND DISPOSE OFEXISTING BASEMENT WINDOWASSEMBLY IN IT ENTIRELY.PREPARE OPENINGS TO RECEIVENEW WORK.

REMOVE AND DISPOSE OFEXISTING FOUNDATION ANDFOOTING IN THERE ENTIRELY.PREPARE AREA FOR NEW WORK

REMOVE PORTION OF ROOFTRIM TO ACCOMMODATENEW ROOF AND TRIM



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NORTHAND

SOUTHDEMOLITIONELEVATIONS

AD2.1

CRAWL SPACE

19'-4"

15'-1

"

CRAWL SPACE

9'-0" 1'-4"

6'-3

"1'-4

"

6'-3

"1'-4

"

7'-378"3'-91

2"

3'-3

1 2"

7'-3" 1'-4" 1'-4" 7'-3"

7'-3" 1'-4"

5'-4

"1'-4

"

5'-4

"1'-4

"1'-4

"5'-4

"

BASEMENT FLOOR PLAN1

SCALE: 14" = 1'-0"

11

PLAN NOTESA NEW ADDICTION IS TO BE ADDED TO THEBACK PORTION OF THE EXISTING HOUSE. THECONTRACTOR WILL TAKES AND VERIFY ALLDIMENSIONS AND CONDITIONS ON SITE PRIORTO THE START OF WORK.

REFER TO HAZARDOUS MATERIAL ABATEMENTDRAWINGS AND SPECIFICATION FOR EXTENT OFALL ABATEMENT INFORMATION.


REFER TO A3.0 FOR ROOF INFORMATION

REFER TO A4.0 FOR DECK INFORMATION

REFER TO A5.0 FOR MISCELLANEOUS DETAILSAND WALL DETAILS

REFER TO A6.0 FOR DOOR INFORMATION.

REFER TO A7.0 FOR WINDOW INFORMATION.

PROVIDE & INSTALL NEW 12" DRYWALLAND R-24 BATT INSULATION ALONGOLD EXTERIOR WALL IN BEDROOM. NEWDRYWALLS TO RECEIVE (1) COAT OFPRIMER & THE WHOLE ROOM TORECEIVE (2) COATS OF PAINT, PAINTCOLOR TO BE CHOSEN BY OWNER.REFER TO SPECS.

1

PROVIDE AND INSTALL NEW NEW ORREINSTALL DECKING, JOIST, POST,RAILINGS AND STRUCTURE REMOVEDDURING CONSTRUCTION OF NEWADDITION.

8

PLAN KEY

PROVIDE & INSTALL NEW STORM DOORPER MANUFACTURERS REQUIREMENTS,SEE DOOR SCHEDULE & ELEVATIONSFOR MORE INFORMATION. ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

PROVIDE & INSTALL NEW FIBERGLASSENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 54 x4 PVCTRIM WITH RABBETED EDGE. PROVIDE &INSTALL 2 12" INTERIOR DOOR TRIM &EXTENSION JAMBS. SEE DOORSCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZE ISTO BE VERIFIED IN THE FIELD, BY THECONTRACTOR.

PROVIDE & INSTALL NEW VINYLWINDOW SYSTEM PER MANUFACTURERSREQUIREMENTS. PROVIDE & INSTALLNEW 54 x4 PVC TRIM WITH RABBETEDEDGE. PROVIDE & INSTALL NEWINTERIOR WINDOW TRIM WITH STOOL,APRON & EXTENSION JAMBS. MATCHEXISTING. SEE WINDOW SCHEDULE &SPECIFICATIONS FOR MOREINFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

5

4

3

1

PROVIDE & INSTALL NEW VINYL SIDINGAND TRIM ASSEMBLIES. KEY IN NEWSIDING WITH EXISTING. PROFILE ANDCOLOR TO MATCH EXISTING SIDINGAND TRIM ASSEMBLIES.

6

2

PROVIDE & INSTALL NEW LANDING ANDSTAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.ALL EXISTING GRADES TO BE VERIFIEDIN THE FIELD, BY THE CONTRACTOR.REFER TO DRAWING A4.0 FOR DETAILS

7

PROVIDE & INSTALL NEW HARDWOODFLOORING IN THE NEW SUNROOM ANDCLOSET. FLOOR THICKNESS ANDCOLOR TO MATCH EXISTING.

PROVIDE & INSTALL NEW PORCELAINTILE FLOORING IN THE LAUNDRY ROOM,UTILITY ROOM, & BATHROOM ASNEEDED. REFER TO SPECS FOR COLOR& FINISH.

10

11REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FOUNDATION, FLOORFRAMING AND OTHER ADDITIONALDETAILS.

PROVIDE & INSTALL SMART VENT DUALFUNCTION FLOOD AND VENTILATIONVENT MODEL 1540-510, TYPICAL.REFER TO A5.0 FOR DETAILS ANDSPECIFICATIONS. INSTALL PERMANUFACTURES WRITTEN INSTRUCTION.

9

REFER TO MEP DRAWINGS FOR ALLINFORMATION PERTAINING TO THECONNECTING OF POWER, STORM,SANITARY LINES, ETC..

12PROVIDE & INSTALL NEW PAINTEDFLOOR BASE WOOD TRIM IN THE NEWSUNROOM, CLOSET, UTILITY ROOM,LAUNDRY ROOM, & BATHROOM. TOMATCH EXISTING PROFILE & COLOR.NEW TRIM IN EXISTING BATHROOM ATNEW CLOSET TO MATCH EXISTING TRIMAND TRIM COLOR.

13BATH TO BE PAINTED P1. UTILITY ROOM& LAUNDRY ROOM TO BE PAINTED P2.SUNROOM & CLOSET TO BE PAINTEDP3. CEILINGS TO BE PAINTED P4. PAINTBACK OF CLOSET ON EXISTINGBEDROOM SIDE SAME COLOR ASEXISTING WALLS. ALL WALLS TORECEIVE (1) COAT PRIMER, (2) COATSPAINT. PAINT COLORS TO BE CHOSENBY OWNER, REFER TO SPECS.

11

11

A2.2

1

EXISTING FOUNDATIONWALLS TO REMAIN

FLOOD VENTS CRAWL SPACE

(2009 INTERNATIONAL BUILDING CODE W/ 2013 CONNECTICUT AMENDMENT TO THE STATE BUILDING CODE.)

R322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION

R322.2.2 - 2.1 - MIN. REQUIRED FLOOD VENTS = 2. PROPOSED NUMBER OF FLOOD VENTS = 3

R322.2.2 - 2.2 - TOTAL NET AREA OF FLOOD VENTSMIN. = 1 SQ INCH FOR EACH SQUARE FOOT OF ENCLOSED SPACE.

ENCLOSED SPACE = 252 SQ FT.MIN FLOOD VENT NET AREA REQUIRED = 753 SQ. INCHESPROPOSED FLOOD VENTS = (3) AT 128 SQ. INCHES EA.

TOTAL FLOOD VENTILATION = 384 SQ. INCHES.

R322.2.2 - 2.3 - GRADE ELEVATIONMAX. HEIGHT ABOVE GRADE = 1'-0"PROPOSED FLOOD VENT HEIGHT - 6"

R322.2.2 - 2.4 - OPENING SIZEMIN. FLOOD VENT OPENING SIZE = 3" IN ANY DIRECTION IN THE PLANE OF THE WALL.PROPOSED FLOOD VENT SIZE = 8" X 16"

R322.2.2 - 2.5 - OPENING COVERSOPENING COVERS SHALL ALLOW THE AUTOMATIC FLOW OF FLOODWATERS. (SCREENS, LOUVERS ETC)PROPOSED OPENING COVERS - NONE

EXTERIOR FACES OF FOUNDATIONSWALLS TO BE COATED WITH ACEMENTITIOUS COATING, TYPICAL.SEE SPECIFICATIONS. INSTALL NEWLATTICE AROUND PERIMETER OFWALL.

EXTERIOR FACES OF FOUNDATIONSWALLS TO BE COATED WITH A

CEMENTITIOUS COATING, TYPICAL.SEE SPECIFICATIONS. INSTALL NEW

LATTICE AROUND PERIMETER OFWALL.

A2.0

2

A2.1

1

A2.0

1

A2.1

2

11

EXISTING FOUNDATIONWALLS TO REMAIN

9

9

9

NEW FOOTINGS TO BE INSTALLEDMINIMUM OF 3'-6" BELOW GRADE,TYPICAL. SEE STRUCTURALDRAWINGS.

NEW 8" MINIMUM LAYER OFCOMPACT PROCESSED STONE OR3

8" CRUSHED STONE, TOELEVATION 6.3'

EXISTING BEAM ANDCOLUMNS TO REMAIN.SEE STRUCTURAL DRAWINGSFOR COLUMN COATING

TITLE BLOCK

1. STREET ADDRESS: #94 LONGDEAN ROAD

2. ASSESSORS MAP # 183, PARCEL # 265

3. MAP: "B" RESIDENCE DISTRICT

4. APPLICANT: ANNE SWEENEY94 LONGDEAN ROADFAIRFIELD, CONNECTICUT 06824

5. OWNER: ANNE SWEENEY94 LONGDEAN ROADFAIRFIELD, CONNECTICUT 06824

6. DESCRIPTIVE TITLE: RENOVATING AN EXISTING TWO STORYONE FAMILY DWELLING WITH ASSOCIATEDSTAIRS

7. ORIGINAL DATE OF PLANS AND ANY SUBSEQUENT REVISION DATES LABELED FIRST, SECOND, ETC., AND NOTE THE PURPOSE AND LOCATION OF THE REVISION:

November 20, 2014, Revision #1 February 24, 2015,

8. PREPARED BY: MICHAEL MEMMOTT - PROJECT MANAGERQUISENBERRY ARCARI ARCHITECTS

318 MAIN STREETFARMINGTON, CONNECTICUT 06032(860) 677-4594 EX 15

9. To the best of my knowledge and belief these drawings are substantially correct as noted heron.

_____________________________________________________Michael Memmott

TITLE BLOCK

F.E.M.A. STANDARDS - ONLY IF IN FLOOD HAZARD AREAS

ZONING COMPLIANCE PREDICATED ON A. B. C. & D.

A. All new construction and substantial improvements shall:

1. Be designed or modified and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including effects of buoyancy.

2. Be constructed with materials resistant to flood damage.

3. Be constructed by methods and practice that minimized flood damage.

4. Be constructed with electrical, heating, ventilation, plumbing and air- conditioning equipment and other services facilities that are designed

and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding.

B. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system.

C. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the system into flood waters and on-site waste disposal systems shall be located and constructed to avoid impairment to them or contamination from them during flooding.

D. All new construction and substantial improvements shall have the lowest floor, including the basement elevated to or above the base flood level and if constructed with a fully enclosed area below this lowest floor shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for entry and exit of flood waters.

NEW

2x1

0's F

LOO

R J

OIS

T @

16" O

.C.

SEE

STR

UCTU

RAL

DRAW

ING

S

EXISTING OPENING TO BE INFILLEDWITH NEW CMU BLOCK. KEY INBLOCK. BLOCK HEIGHT ANDTHICKNESS TO MATCH EXISTING.INFILL OPENING ONE COURSE ABOVECRUSH STONE ELEVATION.

2'-0" x 2'-0" OPENING IN EXISTINGSLAB BELOW 38" CRUSHED STONE

INFILL ENTIRE BASEMENT AREA WITHINEXISTING BUILDING FOOTPRINT WITH

38" CRUSHED STONE UP TO

ELEVATION 6.3'

9 9 9

9

INFILL EXISTING WINDOW OPENINGWITH NEW CMU. KEY IN BLOCK.BLOCK WIDTH AND HEIGHT TO MATCHEXISTING.

INFILL EXISTING WINDOW OPENINGWITH NEW CMU. KEY IN BLOCK.BLOCK WIDTH AND HEIGHT TO MATCHEXISTING.

INFILL EXISTING WINDOW OPENINGWITH NEW CMU. KEY IN BLOCK.

BLOCK WIDTH AND HEIGHT TO MATCHEXISTING.

9

9

9

FLOOD VENTS BASEMENT

(2009 INTERNATIONAL BUILDING CODE W/ 2013 CONNECTICUT AMENDMENT TO THE STATE BUILDING CODE.)

R322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION

R322.2.2 - 2.1 - MIN. REQUIRED FLOOD VENTS = 2. PROPOSED NUMBER OF FLOOD VENTS = 6

R322.2.2 - 2.2 - TOTAL NET AREA OF FLOOD VENTSMIN. = 1 SQ INCH FOR EACH SQUARE FOOT OF ENCLOSED SPACE.

ENCLOSED SPACE = 753 SQ FT.MIN FLOOD VENT NET AREA REQUIRED = 753 SQ. INCHESPROPOSED FLOOD VENTS = (6) AT 128 SQ. INCHES EA.

TOTAL FLOOD VENTILATION = 768 SQ. INCHES.

R322.2.2 - 2.3 - GRADE ELEVATIONMAX. HEIGHT ABOVE GRADE = 1'-0"PROPOSED FLOOD VENT HEIGHT - 8"

R322.2.2 - 2.4 - OPENING SIZEMIN. FLOOD VENT OPENING SIZE = 3" IN ANY DIRECTION IN THE PLANE OF THE WALL.PROPOSED FLOOD VENT SIZE = 8" X 16"

R322.2.2 - 2.5 - OPENING COVERSOPENING COVERS SHALL ALLOW THE AUTOMATIC FLOW OF FLOODWATERS. (SCREENS, LOUVERS ETC)PROPOSED OPENING COVERS - NONE

A2.2

2

A2.2

2SIM.

A2.2

2 SIM.

A2.2

2SIM.

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BASEMENTFLOORPLAN

A1.0

FIRST FLOOR PLAN1

SCALE: 14" = 1'-0"

8

6

6

6

7

1

UP

KITCHEN BATHCLOSET

CLOSET

LIVING ROOM

DINING ROOM

CLOSET

CLOSET

EXISTINGDECK

LAUNDRY ROOM

SUNROOM

BEDROOM

19'-4"

6'-2"

13

'-4"

3'-8

"6'-2

"

CLOSET

UTILITY ROOM

WD

6'-2

"

DN

4'-8"

1'-1

0"3'-6"

CLEAR

6'-1

1"3'-6

"

3'-5"

5'-9"

2'-0"

DN

CLOSET

2'-6

"

1'-6"

1'-3

"

5

5

5

A

A

1

3

3

A

4

2

RELOCATED ELECTRICAL PANEL,SEE MEP DRAWINGS

RELOCATED WASHER AND DRYER,SEE MEP DRAWINGS

RELOCATED BOILER AND WATERHEATER, SEE MEP DRAWINGS


REFER TO HAZARDOUS MATERIAL ABATEMENTDRAWINGS AND SPECIFICATION FOR EXTENT OFALL ABATEMENT INFORMATION.




REFER TO A5.0 FOR MISCELLANEOUS DETAILSAND WALL DETAILS



PROVIDE & INSTALL NEW 12" DRYWALLAND R-24 BATT INSULATION ALONGOLD EXTERIOR WALL IN BEDROOM. NEWDRYWALLS TO RECEIVE (1) COAT OFPRIMER & THE WHOLE ROOM TORECEIVE (2) COATS OF PAINT, PAINTCOLOR TO BE CHOSEN BY OWNER.REFER TO SPECS.

1


8

PLAN KEY


PROVIDE & INSTALL NEW FIBERGLASSENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 54 x4 PVCTRIM WITH RABBETED EDGE. PROVIDE &INSTALL 2 12" INTERIOR DOOR TRIM &EXTENSION JAMBS. SEE DOORSCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZE ISTO BE VERIFIED IN THE FIELD, BY THECONTRACTOR.

PROVIDE & INSTALL NEW VINYLWINDOW SYSTEM PER MANUFACTURERSREQUIREMENTS. PROVIDE & INSTALLNEW 54 x4 PVC TRIM WITH RABBETEDEDGE. PROVIDE & INSTALL NEWINTERIOR WINDOW TRIM WITH STOOL,APRON & EXTENSION JAMBS. MATCHEXISTING. SEE WINDOW SCHEDULE &SPECIFICATIONS FOR MOREINFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

5

4

3

1

PROVIDE & INSTALL NEW VINYL SIDINGAND TRIM ASSEMBLIES. KEY IN NEWSIDING WITH EXISTING. PROFILE ANDCOLOR TO MATCH EXISTING SIDINGAND TRIM ASSEMBLIES.

6

2

PROVIDE & INSTALL NEW LANDING ANDSTAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.ALL EXISTING GRADES TO BE VERIFIEDIN THE FIELD, BY THE CONTRACTOR.REFER TO DRAWING A4.0 FOR DETAILS

7

PROVIDE & INSTALL NEW HARDWOODFLOORING IN THE NEW SUNROOM ANDCLOSET. FLOOR THICKNESS ANDCOLOR TO MATCH EXISTING.

PROVIDE & INSTALL NEW PORCELAINTILE FLOORING IN THE LAUNDRY ROOM,UTILITY ROOM, & BATHROOM ASNEEDED. REFER TO SPECS FOR COLOR& FINISH.

10


PROVIDE & INSTALL SMART VENT DUALFUNCTION FLOOD AND VENTILATIONVENT MODEL 1540-510, TYPICAL.REFER TO A5.0 FOR DETAILS ANDSPECIFICATIONS. INSTALL PERMANUFACTURES WRITTEN INSTRUCTION.

9


12PROVIDE & INSTALL NEW PAINTEDFLOOR BASE WOOD TRIM IN THE NEWSUNROOM, CLOSET, UTILITY ROOM,LAUNDRY ROOM, & BATHROOM. TOMATCH EXISTING PROFILE & COLOR.NEW TRIM IN EXISTING BATHROOM ATNEW CLOSET TO MATCH EXISTING TRIMAND TRIM COLOR.

13BATH TO BE PAINTED P1. UTILITY ROOM& LAUNDRY ROOM TO BE PAINTED P2.SUNROOM & CLOSET TO BE PAINTEDP3. CEILINGS TO BE PAINTED P4. PAINTBACK OF CLOSET ON EXISTINGBEDROOM SIDE SAME COLOR ASEXISTING WALLS. ALL WALLS TORECEIVE (1) COAT PRIMER, (2) COATSPAINT. PAINT COLORS TO BE CHOSENBY OWNER, REFER TO SPECS.

4

8

102

102

2

2

53

REMOVE EXISTING WINDOW HEADERAND INSTALL NEW HEADER AT

OPENING. HEADER TO BE SIZED PERNEW DOOR OPENING AND COMBINEDWALL ASSEMBLY (OLD WALL AND NEW

WALL)

CLEAN AND SEAL EXISTING AND NEWPRESSURE TREATED WOOD DECK ,STAIRSAND LANDING WITH A WEATHERPROOFING

ALL IN ONE WOOD STAIN AND SEALER.COLOR TO BE CHOSEN BY OWNER

FROM MANUFACTURERS FULL RANGE OF COLORS.

INFILL EXISTING WALLMATCH EXISTING WIDTH

TO BE PAINTED P1-REFER TO SPECS

12

12

13

122

13

1213

13

12

13

1

A2.2

1

BATH TO RECEIVE NEWPORCELAIN TILE FLOOR (PTF1) AS

NEEDED AT NEW THRESHOLD

REMOVE, STORE AND REINSTALL EXISTINGPOSTS AND GATE IN ORDER TO GAIN ACCESSTO BACK OF THE HOUSE. POST AND GATE TO

BE INSTALLED IN SAME LOCATION AFTER ALLNEW WORK HAS BEEN COMPLETED.

REMOVE, STORE AND REINSTALL EXISTINGPOSTS AND GATE IN ORDER TO GAIN ACCESSTO BACK OF THE HOUSE. POST AND GATE TOBE INSTALLED IN SAME LOCATION AFTER ALLNEW WORK HAS BEEN COMPLETED.

A2.0

2

A2.1

1

A2.0

1

A2.1

2

EXISTING CONCRETE STAIRSAND RAILINGS TO REMAIN

EXISTING CONCRETE STAIRSAND RAILINGS TO REMAIN

8

8

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_____________________________________________________Michael Memmott

TITLE BLOCK












ALIGN NEW DECK RAILINGWITH EXISTING RAILING.

MATCH RAILING EXISTINGDESIGN AND SPACING.

A4.0

1

REFER TO 5/A5.0FOR SHELF DETAIL

REFER TO 6/A5.0FOR POLE & SHELFDETAIL

7A5.0

7A5.0

7A5.0

7A5.0

7A5.0

STAIR TO BASEMENT TO BEREMOVED. INSTALL NEW3

4" SUBFLOOR AND1'-6" X 2'-0" HATCHWAYWITH LADDER ACCESS.INSTALL POLE & SHELVING.REFER TO 6/A5.0 FOR POLE &SHELF DETAIL. SEE STRUCTURALDRAWINGS FOR FLOOR FRAMING

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FIRSTFLOORPLAN

A1.1

SECOND LEVEL FLOOR PLAN1

SCALE: 14" = 1'-0"

DN

BEDROOM 2 BEDROOM 3

ATTIC

ATTIC

CLOSET

CLOSETCLOSET

A2.0

2

A2.1

1

A2.0

1

A2.1

2

SEE A3.0 FOR ROOF PLAN

A2.2

1

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_____________________________________________________Michael Memmott

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SECONDFLOORPLAN

A1.2




HIGHEST RIDGEELEV: 29.38

HIGEST EAVE LINEELEV: 18.93'

MID POINTELEV: 24.16'

BOTTOM OF RIDGE BEAMELEV: 29.28'

AVERAGE EXISTING GRADEELEV: 6.2' LS HARRY COLE & SON

EAST ELEVATION1

SCALE: 14" = 1'-0"

WEST ELEVATION2

SCALE: 14" = 1'-0"




ELEV: 29.38





76

5

A


REFER TO HAZARDOUS MATERIAL ABATEMENTDRAWINGS AND SPECIFICATION FOR ALLABATEMENT INFORMATION.




REFER TO A5.0 FOR MISCELLANEOUS DETAILS



NEW CONCRETE PERIMETERFOUNDATION WALL. NEW FOUNDATIONFOOTPRINT TO MATCH EXISTING.CONTRACTOR TO VERIFY IN FIELD EXACTFOUNDATION SIZE PRIOR TOINSTALLATION. SEE STRUCTURALDRAWINGS.

1


8

PLAN KEY


PROVIDE & INSTALL NEW FIBERGLASSENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS, CUTBACK SIDING AS REQUIRED TO ACCEPTNEW 1x4x54 PVC TRIM WITHCONCEALED EDGE. PROVIDE & INSTALL2 12" INTERIOR DOOR TRIM & EXTENSIONJAMBS. SEE DOOR SCHEDULE &ELEVATIONS FOR MORE INFORMATION.ROUGH OPENING SIZE IS TO BEVERIFIED IN THE FIELD, BY THECONTRACTOR.

PROVIDE & INSTALL NEW VINYLWINDOW SYSTEM PER MANUFACTURERSREQUIREMENTS. PROVIDE & INSTALLNEW VINYL WINDOW TRIM MATCHEXISTING. PROVIDE & INSTALL NEWINTERIOR WINDOW TRIM WITH STOOL,APRON & EXTENSION JAMBS. MATCHEXISTING. SEE WINDOW SCHEDULE &SPECIFICATIONS FOR MOREINFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

5

4

3

1

PROVIDE & INSTALL NEW VINYL SIDINGAND TRIM ASSEMBLIES. KEY IN NEWSIDING WITH EXISTING. PROFILE ANDCOLOR TO MATCH EXISTING

6

2

PROVIDE & INSTALL NEW LANDING ANDSTAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.ALL EXISTING GRADES TO BE VERIFIEDIN THE FIELD, BY THE CONTRACTOR.

7

CLEAN AND SEAL EXISTING AND NEWWOOD DECK AND STAIRS WITH AWEATHERPROOFING ALL IN ONE WOODSTAIN AND SEALER. COLOR TO BECHOSEN BY OWNER FROMMANUFACTURE WIDE RANGE OFCOLORS.

10


9


PROVIDE & INSTALL SMART VENT DUALFUNCTION FLOOD AND VENTILATIONVENT MODEL 1540-510. REFER TOFLOOR PLANS FOR VENT LOCATIONS.CONTRACTOR TO COORDINATE EXACTCOURSING LOCATIONS WITH MASONRYCONTRACTOR. REFER TO A5.0 FORDETAILS AND SPECIFICATIONS. INSTALLPER MANUFACTURER'S WRITTENINSTRUCTIONS.

11

REFER TO A3.0 FORROOF DETAILS

NEW PRESSURE TREATEDLANDING AND STAIRS. DESIGNTO MATCH EXISTING DECK.

22

NEW VINYL CORNER POSTWIDTH COLOR AND PROFILE

TO MATCH EXISTING

NEW VINYL CORNER POSTWIDTH, COLOR AND PROFILE TOMATCH EXISTING

ALL NEW FOUNDATIONS WALLSTO BE COATED WITH ACEMENTITIOUS COATING.SEE SPECIFICATIONS.

6

8

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_____________________________________________________Michael Memmott

NEW LANDING HEIGHTTO ALIGN WITH EXISTINGHEIGHT DECK. GC TOVERIFY IN FIELD.

17

'-91 8

"

17'-9

1 8"

99

9

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EAST ANDWEST

ELEVATIONS

A2.0









NORTH ELEVATION1

SCALE: 14" = 1'-0"

SOUTH ELEVATION2

SCALE: 14" = 1'-0"









6

6

3

99


REFER TO HAZARDOUS MATERIAL ABATEMENTDRAWINGS AND SPECIFICATION FOR ALLABATEMENT INFORMATION.




REFER TO A5.0 FOR MISCELLANEOUS DETAILS



NEW CONCRETE PERIMETERFOUNDATION WALL. NEW FOUNDATIONFOOTPRINT TO MATCH EXISTING.CONTRACTOR TO VERIFY IN FIELD EXACTFOUNDATION SIZE PRIOR TOINSTALLATION. SEE STRUCTURALDRAWINGS.

1


8

PLAN KEY


PROVIDE & INSTALL NEW FIBERGLASSENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS, CUTBACK SIDING AS REQUIRED TO ACCEPTNEW 1x4x54 PVC TRIM WITHCONCEALED EDGE. PROVIDE & INSTALL2 12" INTERIOR DOOR TRIM & EXTENSIONJAMBS. SEE DOOR SCHEDULE &ELEVATIONS FOR MORE INFORMATION.ROUGH OPENING SIZE IS TO BEVERIFIED IN THE FIELD, BY THECONTRACTOR.

PROVIDE & INSTALL NEW VINYLWINDOW SYSTEM PER MANUFACTURERSREQUIREMENTS. PROVIDE & INSTALLNEW VINYL WINDOW TRIM MATCHEXISTING. PROVIDE & INSTALL NEWINTERIOR WINDOW TRIM WITH STOOL,APRON & EXTENSION JAMBS. MATCHEXISTING. SEE WINDOW SCHEDULE &SPECIFICATIONS FOR MOREINFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

5

4

3

1

PROVIDE & INSTALL NEW VINYL SIDINGAND TRIM ASSEMBLIES. KEY IN NEWSIDING WITH EXISTING. PROFILE ANDCOLOR TO MATCH EXISTING

6

2

PROVIDE & INSTALL NEW LANDING ANDSTAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.ALL EXISTING GRADES TO BE VERIFIEDIN THE FIELD, BY THE CONTRACTOR.

7

CLEAN AND SEAL EXISTING AND NEWWOOD DECK AND STAIRS WITH AWEATHERPROOFING ALL IN ONE WOODSTAIN AND SEALER. COLOR TO BECHOSEN BY OWNER FROMMANUFACTURE WIDE RANGE OFCOLORS.

10


9


PROVIDE & INSTALL SMART VENT DUALFUNCTION FLOOD AND VENTILATIONVENT MODEL 1540-510. REFER TOFLOOR PLANS FOR VENT LOCATIONS.CONTRACTOR TO COORDINATE EXACTCOURSING LOCATIONS WITH MASONRYCONTRACTOR. REFER TO A5.0 FORDETAILS AND SPECIFICATIONS. INSTALLPER MANUFACTURER'S WRITTENINSTRUCTIONS.

4STORM DOOR NOT SHOWN

FOR CLARITY. SEE WINDOWELEVATIONS.

5

5

7

A

A

2

2



NEW PRESSURE TREATEDDECK, RAILING AND STAIRS.

DESIGN TO MATCHEXISTING DECK

NEW PRESSURE TREATEDDECK AND STAIRS DESIGN TO MATCHEXISTING DECK.

412

412

NEW VINYL CORNER POSTWIDTH COLOR AND PROFILE

TO MATCH EXISTING

NEW VINYL CORNER POSTWIDTH, COLOR AND PROFILE TOMATCH EXISTING

ALL NEW FOUNDATIONS WALLSTO BE COATED WITH ACEMENTITIOUS COATING UNDER LATTICE,TYPICAL. SEE SPECIFICATIONS.

6

1

11

TITLE BLOCK

TITLE BLOCK























_____________________________________________________Michael Memmott

NEW LANDING HEIGHTTO ALIGN WITH EXISTINGHEIGHT DECK. GC TOVERIFY IN FIELD.

17'-9

1 8"

17'-9

1 8"

9

99

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NORTHAND

SOUTHELEVATIONS

A2.1

NEW CRUSH STONEELEV: 6.3' V.I.F.

CRAWL SPACE

GRADE

NEW 1/2" EXTERIOR GRADEPLYWOOD SHEATHING

2'-4" W X 1'-0" H CONT. CONCRETEFOOTING REINFORCED W/ (4) #5 HORZ.BOT.

BEAR ON NATURAL INORGANIC SOILSAPPROVED BY GEOTECHNICAL ENGINEER.OVEREXCAVATE ANY MAN PLACED FILLAND REPLACE WITH COMPACTEDSTRUCTURAL FILL.

B.F.EELEV: 1.667'

FINISH GRADE ELEVATION VARIES(LOW 4.5', HI 6.2')

NEW CONT. 8" CMU BOND BEAMREINFORCED W/ 1-#5 HORIZONTAL.

EXISTING FIN. FLOOR BASEMENT LEVELELEV: 4.8'

T.F.EELEV: 2.667'

3'-3 1/2"±

MATC

H E

XISTI

NG

SIL

L HEI

GHT 8'-0"±

MATC

H E

XISTI

NG

CEI

LING

HEI

GHT

NEW 2X10 FRAMING AND 34" SUB-FLOORW/ NEW R-30 GRADE II FIBERGLASS BATTINSULATION. SEE STRUCTURAL DRAWINGS

NEW 2X6 WOOD STUDS, WITH 12"GYPSUM BOARD AND R-24 BATTINSULATION.

NEW FINISH FLOOR. SEE FINISH SCHEDULE

NEW (2) 2X6 PT CONT. SILL PLATEW/ 58" Ø A.B.'S + NUT + 3" X 3" X 14"

WASHER @ 32" O.C.

MINIMUM 12" APA RATED WALLSHEATHING. (MIN 2'-0" OVER

EXISTING FRAMING). MATCHEXISTING SHEATHING.

NEW 2X8 RIM JOIST

NEW VINYL SIDING ANDSTARTER STRIP. COLOR ANDPROFILE TO MATCH EXISTING

KEY IN NEW SIDING WEREREQUIRED

METAL FLASHING.

NEW BASEBOARD TRIM. MATCH EXISTING

NEW 2X6 WOOD BOTTOMPLATE

NEW 12" EXTERIOR GRADESHEATHING AND HOUSE WRAP.

ALIGN NEW SHEATHING WITHEXISTING WERE REQUIRED.CONTRACTOR TO VERIFY

EXISTING WIDTH PRIOR TOINSTALLATION.

NEW DOUBLE HUNG WINDOW.SEE A7.0 FOR WINDOW HEAD AND SILL DETAIL

NEW VINYL SIDING. COLORAND PROFILE OF SIDING TO

MATCH EXISTING KEY IN NEWSIDING WERE REQUIRED NEW (3) 2X6 WOOD HEADER WITH

12" PLYWOOD IN BETWEEN.

NEW 2X6 WOOD SILL

NEW DOWN SPOUT. SEE ROOFPLAN FOR LOCATION AND

DETAILNEW 2X6 WOOD STUDS, WITH 12"GYPSUM BOARD AND R-24 BATTINSULATION.

NEW DOUBLE 2X6 WOOD TOP PLATE

NEW VINYL J-CHANNEL,TYPICAL

NEW HIDDEN VINYL VENTSOFFIT.V.I.F. EXACT WIDTH.

COLOR TO MATCH SIDINGCOLOR

PROVIDE AND INSTALL NEWGUTTER AND MESH SCREEN

WITH PROPER PITCH. SEEROOF PLAN KEY NOTES

NEW 54" X 8 PVC FASCIA.COLOR TO MATCH SIDINGCOLOR.

NEW ROOF STRUCTURE SEESTRUCTURAL DRAWINGS.

NEW 2X6 WOOD CEILING JOIST 16" O.C.WITH BLOW-IN R-30 CELLULOSE INSULATIONPER MANUFACTURES SPECIFICATIONSNEW 12" GYPSUM BOARD CEILING

SUNROOM

EXISTING FIN. FLOOR MAIN LEVELELEV: 11.1'

MINIMUM 8" LAYER OF COMPACTPROCESSED STONE OR 38" CRUSHEDSTONE. SEE STRUCTURAL DRAWINGS

10" CONT. CONCRETE FOUNDATION WALL

SEE A3.0 AND A3. FOR ROOF DETAILS

FOAM VENTILATION BAFFLESIN EACH BAY

3'-6

"

MIN

.

3'-8

78"

TO U

ND

ERSID

E O

F FL

OO

R F

RAM

ING

WALL SECTION AT NEW ADDITION1

SCALE: 3 4" = 1'-0"

TITLE BLOCK

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_____________________________________________________Michael Memmott

NEW CRUSH STONEELEV: 6.3' V.I.F.

EXISTING FIN. FLOOR BASEMENT LEVELELEV: 4.8'

EXISTING FIN. FLOOR MAIN LEVELELEV: 11.1'

NEW 1/2" EXTERIOR GRADEPLYWOOD SHEATHING

EXISTING FLOOR FRAMING ANDSUB-FLOOR. NEW R-30 GRADE IIFIBERGLASS BATT INSULATION.

COMPACT PROCESSED STONE OR 38"CRUSHED STONE

EXISTING CMU FOUNDATION WALL

EXISTING WALL CONSTRUCTION

EXISTING FINISH FLOOR.

EXISTING TRIM

EXISTING CONCRETE SLAB

FINISH GRADE ELEVATION VARIES(LOW 4.5', HI 6.2')

3'-8

78"

TO U

ND

ERSID

E O

F FL

OO

R F

RAM

ING

WALL SECTION AT EXISTINGBASEMENT

2SCALE: 3 4" = 1'-0"

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WALLSECTION

A2.2

ROOF PLAN1

SCALE: 14" = 1'-0"

DSDS

ROOF PLAN KEY

30 YEAR ARCHITECTURAL SHINGLES ON15# BUILDING PAPER AND/OR ICE ANDWATER SHIELD, ON NEW 58" PLYWOODON NEW ROOF FRAMING, STYLE ANDCOLOR TO MATCH EXISTING

A

GENERAL ROOFING NOTES:

REMOVE ALL EXISTING ROOF SHINGLES &BUILDING PAPER DOWN TO EXISTINGPLYWOOD SHEATHING WERE REQUIRED,PREPARE ROOF SHEATHING TO RECEIVENEW WORK

REMOVE PORTION OF PLYWOODSHEATHING OVER EXISTING ATTIC SPACEDOOR APPROXIMATELY 36 SQFT.

ALL EXISTING PLUMBING VENTS ARE TOREMAIN. PROVIDE NEW ROOF VENT PIPEFLASHING, FOR NEW VENT, SEE MEPDRAWINGS FOR LOCATIONS & DETAILS FORMORE INFORMATION

REMOVE ALL EXISTING BATHROOM FANROOF JACKS (VENT CAPS), DISCONNECTEXISTING DUCTWORK, PREPARE ROOFSURFACE TO RECEIVE NEW. PROVIDE &INSTALL NEW BATHROOM ROOF JACKS(VENT CAPS), RECONNECT EXISTINGDUCTWORK TO ROOF JACK (VENT CAP).NEW ROOF JACKS (VENT CAPS) ARE TOMATCH EXISTING IN SIZE & APPEARANCE,FIELD VERIFY

PATCH & REPAIR ALL GRASS & BITUMINOUSAREAS DISTURBED BY THE ROOFCONSTRUCTION TO MATCH EXISTINGADJACENT AREAS

REMOVE & DISPOSE OF ALL VEGETATIONGROWING ON ALL EXISTING GUTTERS &DOWNSPOUTS

REMOVE ALL EXISTING GUTTERS,DOWNSPOUTS & ASSOCIATED MOUNTINGHARDWARE WERE REQUIRED. PROVIDE ALLNEW ALUMINUM GUTTERS, DOWNSPOUTS &ASSOCIATED MOUNTING HARDWARE. NEWGUTTERS TO BE MATCH EXISTING WITH 3" x4" (.024) DOWNSPOUTS, COLOR TOMATCH EXISTING. SEE SPECIFICATIONSFOR MORE INFORMATION, PROVIDESPLASH BLOCKS AT ALL DOWNSPOUTOUTLETS AT GRADE, TYPICAL, SEE DETAIL

SEE PLANS & DETAILS FOR ICE & WATERSHIELD LOCATIONS & EXTENTS

ALL OVERALL DIMENSIONS ARE TO BEVERIFIED IN FIELD PRIOR TO BIDDING

EXISTING ROOF PITCHES ARE TO BEVERIFIED IN FIELD PRIOR TO BIDDING

ICE & WATER SHIELD, SEE PLANS FOREXTENTS, SEE ALSO ROOF DETAILS

3'-0

"

A

2A3.1

1A3.1

4A3.1

5A3.1

5A3.1

1'-6

"1'-6

"

EXISTING ROOF

EXISTING ROOF

REINSTALL EXISTING GUTTERWITH NEW LENGTH AND END

CAP. REINSTALL AT CORRECTPITCH.

A

MINIMUM OF (2) NEWCOURSES 30 YRARCHITECTURAL ASPHALTSHINGLES

A

MINIMUM OF (2) NEWCOURSES OF SHINGLES

KEY IN NEW SHINGLES.STYLE AND COLOR TO

MATCH EXISTING

3'-0

"

6A3.1

6A3.1

NEW VENTS TO PENETRATETHROUGH ROOF, SEE SHEET

A3.1 FOR DETAILS

TITLE BLOCK

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_____________________________________________________Michael Memmott

ROOF PLAN

14" = 1'-0"

A3.0Sheet #:

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4

12

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NEW 30 YR ARCHITECTURALASPHALT SHINGLES. MATCHEXISTING STYLE AND COLOR

1230 YR ARCHITECTURAL ASPHALT

SHINGLES SEE PLANS15# BUILDING FELT

EXISTING ROOF SHEATHING TOREMAIN, TYPICAL

EXISTING ROOF FRAMING TOREMAIN, TYPICAL

INSTALL ICE & WATER SHIELDAROUND ALL NEW PLUMBING

VENTS, TYPICAL

1'-0" ICE &

WATER

SHIELD ALL A

ROUND

VENTS, TYPICAL

PREMANUFACTURED SELF SEALINGPLUMBING VENT PIPE FLASHING,

TYPICAL AT EACH LOCATION

2

3

EAVE DETAIL1

TYPICAL PLUMBING VENT DETAIL

5

12NEW BATHROOM & KITCHEN ROOF

JACKS, RECONNECT DUCTWORK TO NEW

1'-0" ICE &

WATER

SHIELD ALL A

ROUND

VENTS, TYPICAL

INSTALL ICE & WATER SHIELDAROUND ALL NEW ROOF

VENTS, TYPICAL

EXISTING ROOF FRAMING TOREMAIN, TYPICAL

EXISTING ROOF SHEATHING TOREMAIN, TYPICAL

15# BUILDING FELT

30 YR ARCHITECTURAL ASPHALTSHINGLES, SEE PLANS

BATHROOM ROOF VENT DETAIL

6

TYPICAL DOWNSPOUT & SPLASH PAD

VARIES

LINE OF EXISTING BUILDINGEXTERIOR, TYPICALNEW DOWNSPOUTS, COLOR TO BEWHITE

NEW SPLASH BLOCK

4

4

GENERAL NOTE:TYPICAL AT ALL DOWNSPOUT CONDITIONS

STEP FLASHING DETAIL INTERSECTING ROOF DETAIL

NEW 30 YR ARCHITECTURALASPHALT SHINGLES. MATCHEXISTING STYLE AND COLOR.

ICE & WATER SHIELD

3'-0" (N.T.S.)

ICE & WATER

SHIELD

15# BUILDING FELT

ICE & WATER SHIELD AT EAVES,FROM EDGE OF EAVE TO 3'-0"PAST THE BUILDING EXTERIOR

WALL, SEE PLANS FOR EXTENTS

NEW 58" ROOF SHEATHING.NAIL PER CODE

NEW CONTINUOUS ALUMINUMDRIP EDGE, TYPICAL

NEW 2X10 ROOF RAFTERS 16"O.C. SEE STRUCTURAL

DRAWINGS

NEW GUTTER WITH MESHSCREEN AT PROPER PITCH.

MATCH EXISTING SIZE. COLORTO ALSO MATCH EXISTING.

NEW 1X PVC FASCIA. COLORTO MATCH SIDING COLOR.

NEW HIDDEN VINYL VENTSOFFIT.V.I.F. EXACT WIDTH.COLOR TO MATCH EXISITNG

MINIMUM OF (2) NEW COURSES30 YR ARCHITECTURAL ASPHALTSHINGLES

EXISTING ROOF SHINGLES

ICE & WATER SHIELD

1'-6" (N.T.S.)

ICE & WATER SHIELD

1'-6" (N.T.S.)

NEW ICE & WATER SHIELD AT THEINTERSECTION OF THE NEW ANDEXISTING ROOF, SEE PLANS FOREXTENTS

15# BUILDING FELT

EXISTING ROOF SHEATHING

NEW 58" ROOF SHEATHINGOVER NEW 2X10 ROOFRAFTERSNEW 30 YR ARCHITECTURAL

ASPHALT SHINGLES. MATCHEXISTING STYLE AND COLOR.SEE ROOF PLAN FOR EXTENTOF WORK

NEW ICE & WATER SHIELD ATTHE INTERSECTION OF THENEW AND EXISTING ROOF. RUNICE AND WATER SHIELD UPSIDE OF WALL AT LEAST 6".

REINSTALL EXISTING GUTTERWITH NEW LENGTH AND ENDCAP. REINSTALL AT CORRECTPITCH.

EXISTING EXTERIOR SIDING

NEW 15# BUILDING FELT. SEEPLAN FOR EXTENT OF WORK

7

5"5"

NEW ALUMINUM STEPFLASHING. NAIL FLASHING TOROOF WITH (2) NAILS PER STEPFLASHING AT TOP EDGE.

2" OVERLAP

ROOFING CEMENT

STEP FLASHING POSITIONEDOVER SHINGLE SO THAT NEXTCOURSE OF SHINGLE COVERFLASHING COMPLETELY

SIDING SERVES AS COUNTERFLASHING OVER STEPFLASHING

ROOF DETAILS

N.T.S.

A3.1Sheet #:

Drawn By:Project #:

Sheet Description:



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EXISTINGDECK

LA

DN

4'-4"

3'-912"

3'-1

0"

3'-3

1 2"

3'-6"

A4.1

5

A4.1

6

SIMILAR

A4.1

1

A4.1

7

A4.1

6 SIMILAR

9 RISERS @ 7" V.I.F.8 TREADS @ 11"

ALIGN NEW DECK RAILINGWITH EXISTING RAILING.

MATCH RAILING EXISTINGDESIGN AND SPACING.

3'-912" ALIGN NEW LANDING WITH

EXISTING DECK.

314"

A4.1

4

A4.1

9

CLEAN AND SEAL EXISTING AND NEWPRESSURE TREATED WOOD DECK ,STAIRSAND LANDING WITH A WEATHERPROOFING

ALL IN ONE WOOD STAIN AND SEALER.COLOR TO BE CHOSEN BY OWNER

FROM MANUFACTURERS FULL RANGE OF COLORS.

NEW OR REINSTALL DECKING, JOIST, POST,RAILINGS AND STRUCTURE REMOVED

DURING CONSTRUCTION OF NEW ADDITION.

NEW 2x12 PRESSURETREATED STAIRSTRINGERS @16" O.C.

3'-0

"

3'-1

0"

TITLE BLOCK

TITLE BLOCK























_____________________________________________________Michael Memmott

Sheet #:

Drawn By:Project #:

Sheet Description:



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MAY 1, 2015

DECK PLAN

A4.0NEW STAIR AND LANDING PLAN

1SCALE: 14" = 1'-0"

1" X 512" X COMPOSITE

DECKING, TREX OR EQUAL.SEE SPECIFICATIONS

4" VINYL RAIL POST CAP.SHAPE TO BE CHOSEN BY THEOWNER FROM MANUFACTURESWIDE RANGE OF SHAPES

3'-2

"

TOP

OF

RAIL

ING

3'-4

"

BO

TTO

M O

F CAP

2"

312"

312"

4" VINYL RAIL POST CAP.SHAPE TO BE CHOSEN BY THE

OWNER FROM MANUFACTURESWIDE RANGE OF SHAPES.

NEW 4X4 PRESSURE TREATEDWOOD POST INSIDE A 4X4WHITE VINYL POST SLEEVE,

TYPICAL.



4x4 2 PIECE VINYL POST SKIRT.OWNER TO SELECT FROM

MANUFACTURE SELECTION.

(2) 12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZED

WASHERS


WASHERS

4"

MAX.

2" X 3 12" VINYL STANDARDTOP RAIL, TYPICAL. HANDRAIL

SHAPE TO BE CHOSEN BY THEOWNER FROM MANUFACTURES

WIDE RANGE OF SHAPES

3 12" "VINYL BOTTOM RAIL.TYPICAL

2X2 SQUARE VINYL PICKETS TYPICAL, CENTERED

BETWEEN POST

VINYL SLEEVE OVER SUPPORT BRACKET.

1

LEDGER BOARD FASTENER SPACING &CLEARANCES2

STAIR POST DETAIL4

RAILING AND POST DETAIL

5 POST ANCHOR DETAIL

6

STAIR DETAIL

8

NEW 4X4 PRESSURE TREATEDWOOD POST INSIDE A 4X4WHITE VINYL POST SLEEVE.

TYPICAL.

VINYL BRACKET.

2" X 3 12" "VINYL BOTTOM RAIL.TYPICAL

1 12" SQUARE VINYL BALUSTERTYPICAL

VINYL BRACKET.

TRIANGULAR OPENINGSHALL NOT PERMIT THE

PASSAGE OF A 6" DIA. SHERE

3'-2

"

TOP

OF

RAIL

ING

3'-4

"

BO

TTO

M O

F CAP

SONOTUBE TUBEBASE SYSTEMREFER TO STRUCTURAL

DRAWINGS FOR FOOTINGINFORMATION AND DETAILS

4" VINYL RAIL POSTCAP.SHAPE TO

BE CHOSEN BY THEOWNER FROM

MANUFACTURESWIDE RANGE OF

SHAPES.


MANUFACTURE FULL RANGE OFSHAPES.

3'-4

"

BO

TTO

M O

F C

AP

3'-4

"

BO

TTO

M O

F C

AP

4" VINYL RAIL POST CAP.SHAPE TO BE CHOSEN BY THE

OWNER FROM MANUFACTURESWIDE RANGE OF SHAPES.


MANUFACTURE FULL RANGE OFSHAPES.

3'-4

"

BO

TTO

M O

F CAP

STAIR DETAIL

9

10

INSIDE CORNER POST WITH BLOCKING

2"

MIN.

5"

MAX.

2"

MIN

.

5 1

/2"

MIN

.

NEW 2X10 PRESSUREPRESERVATIVE TREATEDNO.2 LUMBER LEDGERBOARD

NEW 12" DIAMETER HOT DIPGALVANIZED LAGBOLTS WITH WASHERS

5"

MAX

TYPICAL TREAD & RISER DETAIL

STAGGERFASTENERSIN 2 ROWS

HOT DIPPED GALVANIZED4X4 POST ANCHOR

4X4 PRESSURE TREATEDPOST

4X4 PRESSURE TREATEDWOOD POST INSIDE A 4X4WHITE VINYL POST SLEEVE.

TYPICAL.


EXISTING HOUSE

FRO

ST

DEP

TH

FRO

ST

DEP

TH

FRO

ST

DEP

TH

2X10 PRESSURE TREATEDRIM JOIST

(2) 2X12 PRESSURETREATED STRINGER


OPENING BETWEEN PICKETSSHALL NOT ALLOW A SPHERE

OF 4" TO PASS THROUGH.CENTER BETWEEN POST.

2X2 WHITE VINYLSTAIR PICKETS

OPENING BETWEEN PICKETSSHALL NOT ALLOW A SPHERE

OF 4" TO PASS THROUGH.CENTER BETWEEN POST


WASHERS

NEW 4X4 PRESSURE TREATEDWOOD POST INSIDE A 4X4WHITE VINYL POST SLEEVE.

TYPICAL.

2" X 3 12" VINYL STANDARDTOP RAIL, TYPICAL. HANDRAIL

SHAPE TO BE CHOSEN BY THEOWNER FROM MANUFACTURES

WIDE RANGE OF SHAPES

4x4 2 PIECE VINYLPOST SKIRT. OWNERTO SELECT FROMMANUFACTURE FULLRANGE OF SHAPES.

(3) 2x PRESSURETREATED KICKERBOARD

2X6 PRESSURE TREATEDKICKER BOARD


2X6 PRESSURE TREATEDKICKER BOARD


7" T

YP.

11" TYP.

1" TYP.

2X12 PRESSURE TREATEDSTRINGER @ 16" O.C. MAX




FRAMING ANCHOR

1" X 512" X COMPOSITE DECKING, TREX

OR EQUAL. SEE SPECIFICATIONS

2X PRESSURETREATED STAIR

STRINGER FRAMING.

FRO

ST

DEP

TH

SONOTUBE TUBEBASE SYSTEMREFER TO STRUCTURAL

DRAWINGS FOR FOOTINGINFORMATION AND DETAILS

SONOTUBE TUBEBASESYSTEM REFER TO

STRUCTURAL DRAWINGSFOR FOOTING

INFORMATION AND DETAILSSONOTUBE TUBEBASE SYSTEM

REFER TO STRUCTURALDRAWINGS FOR FOOTING

INFORMATION AND DETAILS

4'-2"

5'-8"

STAIR LANDING DETAIL

7

P.T. SCAB PIECE SCREWEDAND GLUED TO STRINGER

8"


(2) 2X12 PRESSURETREATED STRINGER


RISER MATERIAL TOMATCH TREAD

3

4X4 PRESSURE TREATEDWOOD POST INSIDE A 4X4WHITE VINYL POST SLEEVE.

TYPICAL.

12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZED

WASHERS

2X8 PRESSURE TREATED 16" BLOCKING, ATTACHED

WITH 10D NAILS

2X8 PRESSURE TREATEDBLOCKING BETWEEN JOIST,ATTACHED WITH 10D NAILS

(2) 2X10 PRESSURE TREATEDRIM JOIST


DECKING, TREX OR EQUAL. SEESPECIFICATIONS

2X10 PRESSURE TREATEDJOIST 12" O.C.

NEW 2X10 HOT DIPGALVANIZED JOISTHANGER AND NAILS

LINE OF DECK ABOVE

RISERMATERIALTO MATCHTREAD

(2) 2X10 PRESSURE TREATEDRIM JOIST

(2) 12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZEDWASHERS

GALVANIZEDDECK JOIST TIE

2X12 PRESSURETREATED STRINGER @16" O.C. MAX

LANDING COLUMNS TOBE 3'-8" TO BOTTOM OF

CAP

DETAIL

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Drawn By:Project #:

Sheet Description:



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MAY 1, 2015

DECEKDETAILS

A4.1

TOP OF SHELFELEV: 5'-4"

WALL CONSTRUCTION

34" MELAMINE SHELVING

112" SOLID OAK CLOSET POLE

ONE PIECE HEAVY DUTY METAL CLOSETSHELF AND POLE SUPPORT @ 4'-0" O.C.MAX.

1x CLEAT SIZED TO ACCOMODATEMOUNTING OF ROD SOCKET AT ENDS

WOOD ROD SOCKET BEYOND

1x CLEAT AT BRACKET LOCATIONS.INSTALL SECURELY IN STUDS

CONTINUOUS 1x CLEAT

TOP OF SHELFELEV: 4'-4"

WALL CONSTRUCTION

34" MELAMINE SHELVING

ONE PIECE HEAVY DUTY METAL CLOSETSHELF AND POLE SUPPORT @ 4'-0" O.C.MAX.1x CLEAT AT BRACKET LOCATIONSINSTALL SECURELY IN STUDS

CONTINUOUS 1x CLEAT

PLAN

TOP

BOTTOM

2x4 WOOD STUD PLATE

1 LAYER OF 12" GYPSUMBOARD, BOTH SIDES

2x4 WOOD STUDs @ 16"O.C.

SOUND ATTENUATING BATTINSULATION (S.T.C. #47)WHERE REQUIRED

DOUBLE 2x4 WOOD STUDTOP PLATE

FOUNDATION WALLSEE STRUCTURAL

DRAWINGS

(2) 2X6 PRESSURETREAT SILL PLATE.

34" APA RATED SHEATHING

FASTENED TO FRAMINGW/ 10d COMMON NAILS

@ 6" O.C. MAX. ALIGN NEWFLOOR SHEATHING WITH

EXISTING.

2X6 STUDBOTTOM PLATE

NEW 2X10 FRAMING W/NEW R-30 GRADE IIFIBERGLASS BATT

INSULATION.

NEW VINYL STARTER STRIP

NEW VINYL SIDING.COLOR AND PROFILE TOMATCH EXISTING. KEY INNEW SIDING WEREREQUIRED

HOUSE WRAP

12" GYPSUM BOARDAND R-24 BATT INSULATION

MIN. 12" APA RATED WALLSHEATHING. RUN 2'-0"OVER EXISTING FRAMING

NEW VINYL SIDING COLOR ANDPROFILE TO MATCH EXISTING

VINYL J-CHANNEL, TYPICAL

HIDDEN VINYL VENT SOFFIT.V.I.F. EXACT WIDTH. COLORTO MATCH SIDING COLOR

NEW ROOF AND CEILING STRUCTURE.SEE STRUCTURAL DRAWINGS

NEW 2X6 WOOD STUDS, WITH 12"GYPSUM BOARD AND R-24 BATTINSULATION.HOUSE WRAP

54 X 8 PVC FASCIA. COLOR TO

MATCH SIDING COLOR.

VINYL SIDING DETAIL

VINYL SIDING EAVE DETAIL

DUAL FUNCTION FLOOD AND VENTILATION VENT

REFER TO THE DOOR AND WINDOWDRAWINGS FOR HEAD AND JAMBDETAILS

PROVIDE AND INSTALL NEWGUTTER AND MESH SCREENWITH PROPER PITCH. SEEROOF PLAN KEY NOTES

SHELF DETAIL

CLOSET ROD AND SHELF DETAIL

INTERIOR WALL DETAIL

1

2

3

4

5

6

7

DOWNSPOUT. SEE ROOFDETAILS

1'-414"

R.O.

FRONT VIEW

SIDE VIEW

VENT DOOR

STRAP SLOTS. TWO (2)ON TOP AND TWO (2)ON THE BOTTOM

FLOAT SLOTS

BEHIND THE RODENTSCREEN, LOUVERSAUTOMATICALLY OPENAND CLOSE WITHTEMPERATURE.

CAULK FLANGE WITHSILICONE/POLYURETHANEADHESIVE.

INSTALL STRAPS TWOON TOP AND TWO ONTHE BOTTOM

STRAPS

VENT FRAME 12

" MAX

GRAD

E

SIDE VIEW

GENERAL NOTE:REFER TO MANUFACTURES INSTALLATIONINSTRUCTIONS FOR PROPER INSTALLATION.

NEW 2X10 RIM JOIST

MIN. 18 GA 4"X3"LONG TENSION TIE,EACH FACE, EACH

JOIST W/ (6) 10d X 112"

COMMON NAILS ONVERT. AND HORZ. LEGS

814"

R.O

.

NEW EXTERIOR GRADEPLYWOOD SHEATHING.MATCH WIDTH AND ALIGNWITH EXISTING SHEATHINGWERE REQUIRED

DETAIL NOT USED

SEE FLOOR PLANFOR FINISHES

SEE DOOR AND WINDOWFOR ALL HEAD AND SILLDETAILS

NEW (3) 2X6 WOOD HEADERWITH 12" PLYWOOD IN BETWEEN.

REFER TO A3.0-A3.1 FOR ROOF PLANAND DETAILSR-30 CELLULOSE INSULATION ANDFOAM VENTILATION BAFFLES IN EACHBAY PER MANUFACTURES SPECIFICATIONS

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Sheet Description:



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MISCELLANEOUSDETAILS

A5.0

GENERAL NOTES:

1. FACTORY PREFINISHED FIBERGLASS ENTRY DOOR SHALL BE THERMA-TRU: SMOOTH STAR SERIES OR APPROVED EQUAL, SEE DOOR ELEVATION, COLOR TO BE WHITE2. UTILITY ROOM ENTRY DOOR SHALL BE PREHUNG ON ROT RESISTANT FRAMES WITH HINGES (SATIN CHROMIUM PLATED), MILL COMPOSITE ADJUSTABLE SILL, SWEEPS & FULL WEATHER STRIPPING3. INTERIOR DOORS SHALL BE PREHUNG ON WOOD FRAMES. COLOR TO MATCH EXISTING DOORS.4. INTERIOR CLOSET BIFOLD DOOR SHALL BE COMPLETE KIT AND INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. COLOR AND HARDWARE TO MATCH EXISTING INTERIOR DOORS5. PROVIDE A THRESHOLD AT UTILITY ROOM DOOR6. PROVIDE (2) KEYS FOR UTILITY ROOM ENTRY DOOR.7. ENTRY LOCKSET & DEADBOLT SHALL BE KEYED TO MATCH EXISTING EXTERIOR DOORS.8. UTILITY ROOM ENTRY DOOR TO HAVE 54 x 4 FLAT PVC TRIM WITH INTEGRAL J CHANNEL, COLOR TO BE WHITE, FASTEN WITH CORTEX CONCEALED FASTENING SYSTEM9. ALL INTERIOR DOOR TRIM TO MATCH EXISTING DOOR TRIM.10. STORM DOOR SHALL BE BY LARSON MANUFACTURING OR APPROVED EQUAL, COLOR TO BE WHITE11. ALL DOOR HARDWARE AND COLOR TO MATCH EXISTING.12. DOOR SIZES ARE APPOINTED FOR PURPOSES OF BIDDING AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL OPENINGS PRIOR TO BIDDING, ORDERING & CONSTRUCTION

DOOR ELEVATIONS1

SCALE: 3 4" = 1'-0"

DOOR SCHEDULE & NOTES2

SCALE: N.T.S.

INDICATES EXISTING

INDICATES REQUIREDWORK

INDICATES REUSERELOCATED EXISTING

FIRECODE

HARDWARE-SEE SPECIFICATIONS

KNO

B H

AND

LES

KIC

K PL

ATE

S

THRES

HO

LD

180° SWING

DEL

AY

AC

TIO

N C

LOSER

POSIT

IVE

LATC

HIN

G

DETAIL NUMBER

HEADDETAIL

JAMBDETAIL

SADDLEDETAIL

FRAME

FRAM

E M

ATE

RIA

L- T

YPE

(SEE

FRAM

E EL

EVATI

ON)

LOCATIONDO

OR ID

DOOR

DOOR SIZE(WxH) REMARKS

DOOR SCHEDULE

DEA

DBO

LTS

FULL

PER

IMET

ER W

EATH

ERSTR

IPPI

NG

ENTR

Y LO

CKS

ET

STR

IKE

BUTT

S H

ING

ES

HIN

GE

STO

P

DO

OR M

ATE

RIA

L- T

YPE

(SEE

DO

OR E

LEVATI

ONS)

1 2'-6" x 6'-8" - -BEDROOM

6'-0" x 6'-8"CLOSET

PRIV

AC

Y LO

CKS

ET

J-2H-2

FLO

OR S

TOP

- -- -- -

WDF-1WD-1

WD-2

SOLID CORE, PRE-HUNG WOOD DOOR

WOOD BIFOLD DOOR

3

WD-2

COORDINATEHANDING WITHFLOOR PLANS

SEE DOOR SCHEDULE

WD-1

SEE

DO

OR S

CHED

ULE

TRIM TO MATCHEXISTING, PATCH &PAINT WALL ASREQUIRED


PRE-HUNG SOLIDCORE WOODDOOR SEESCHEDULEAND NOTES

SEE DOOR SCHEDULE

SEE

DO

OR S

CHED

ULE

TRIM TOMATCHEXISTING,PATCH &PAINT WALLSAS REQUIRED

2

2'-6" x 6'-8" S-2LAUNDRY ROOM J-3H-3 SOLID CORE, PRE-HUNG WOOD DOOR

4

5

3'-0" x 6'-8" S-1UTILITY ROOM J-1H-1 PROVIDE NEW FIBERGLASS ENTRY DOOR WITHLOCKSET AND DEADBOLT. SEE NOTES BELOW

3'-0" x 6'-8" - -STORM DOOR - -- -ALF-1

WD-1

FRP-1

AL-1

AL-1

LEVER HANDLE WITH LOCKINGMECHANISM, FINISH TO BEBRUSHED NICKEL

SELF STORINGWINDOW &SCREEN

RAISED PANEL, TYPICAL

SEE DOOR SCHEDULE

SEE

DO

OR S

CHED

ULE

ALUMINUM STORM DOOR TOBE LARSON MODEL #346-82OR APPROVED EQUAL,COLOR TO BE WHITE


ROTRESISTANT

WDF-2

WDF-1

LEVER

HAND

LES (AD

A C

OM

PLIA

NT)

STORM DOOR W/ SELF STORING WINDOW &SCREEN, SEE ON DOOR ELEVATIONS

SEE DOOR SCHEDULE

FRP-1

SEE

DO

OR S

CHED

ULE

EXTERIOR: 54x4 PVCTRIM WITH INTEGRALJ-CHANNEL, COLORTO BE WHITEINTERIOR: NEWINTERIOR DOORCASING, MATCHEXISTING DOORCASING

KICK PLATES ATEXTERIOR OFALL DOORS,

FINISH TOMATCH DOOR

HARDWARE


FIBEREGLASSPREFINISHEDENTRY DOOR TOBE THERMA TRUSMOOTH STARMODEL #S210 ORAPPROVED EQUAL,COLOR TO BEWHITE

BIFOLD DOORSEE SCHEDULEAND NOTES

WDF-1

FRP-1

WD-X WOOD (DOOR MATERIAL)

FIBERGLASS (DOOR MATERIAL)

PRE-HUNG WOOD (FRAME MATERIAL)

WDF-2 WOOD (FRAME MATERIAL)

AL-1 ALUMINUM (DOOR MATERIAL)

ALF-1 ALUMINUM (FRAME MATERIAL)

as noted

DOORELEVATIONS,SCHEDULE &

NOTES

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Drawn By:Project #:

Sheet Description:



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A6.0

J-1

S-1S-2

H-1

NEW VINYL SIDING. COLOR AND PROFILE TOMATCH EXISTING.

NEW VINYL SIDING, COLOR ANDPROFILE TO MATCH EXISTING.

NEW INTERIOR DOOR CASING.MATCH EXISTING DOOR CASING.

NEW WALL CONSTRUCTION.SEE WALL SECTION FOR DETAILS

SHIM DOOR AS REQ'D

5/4X4 PVC TRIM WITH INTEGRAL DRIPEDGE/STARTER STRIP, SEE DOORELEVATIONS

NEW PRE-FINISHED FIBERGLASSENTRY DOOR

PROVIDE FULL PERIMETER CAULK JOINT

NEW 1x4x54 PVC TRIM WITH INTEGRALJ-CHANNEL, SEE DOOR ELEVATION, SECUREWITH CORTEX CONCEALED SCREW & PLUGSYSTEM

MINIMAL EXPANDING FOAM INSULATION

J-2

H-2

S-3

J-3

H-3

S-4

J-4

H-4

V.I.

F.

V.I.F.

WALL CONSTRUCTION. SEEPLAN FOR WALL TYPE

SHIM DOOR AS REQ'D

NEW PRE-HUNG WOOD DOORSEE DOOR SCHEDULE.

NEW INTERIOR DOOR CASING.MATCH EXISTING. PATCH & REPAINTWALL AS REQUIRED, COLOR TOMATCH EXISTING

WALL CONSTRUCTION. SEEPLAN FOR WALL TYPE.

SHIM DOOR AS REQ'D


NEW INTERIOR DOOR CASING.MATCH EXISTING. PATCH & REPAINTWALL AS REQUIRED, COLOR TOMATCH EXISTING

V.I.

F.

V.I.F.

NEW WALL CONSTRUCTION.SEE PLANS FOR WALL TYPE

SHIM DOOR AS REQ'D


SHIM DOOR AS REQ'D


NEW INTERIOR DOOR CASING.MATCH EXISTING. COLOR TOMATCH EXISTING.

NEW 2X6 HEADER WITH 12"PLYWOOD BETWEEN 2X'S.

NEW 2X4 PLATE

NEW WALL CONSTRUCTION.SEE PLANS FOR WALL TYPE

NEW 2X KING AND JACKSTUD.

NEW FIBERGLASS DOOR. SEEDOOR SCHEDULE

MANUFACTURES SILL. INSTALLPER MANUFACTURESINSTALLATION INSTRUCTIONS

DOOR JAMB TRIM BEYOND

CAULK UNDER THRESHOLDWITH MANUFACTUREAPPROVED CAULK

NEW FLOOR CONSTRUCTION.SEE STRUCTURAL DRAWINGS

PATCH & REPAIRFLOORING,

PROVIDEALUMINUM

TRANSITIONSTRIP AS

REQUIRED

CAULK

FULL PERIMETERWEATHER STRIPPING

1 2" M

AX.

FRAME WIDTH

18" MAX, AND A 1/2 SLOPE

MARBLE THRESHOLD

NEW INTERIOR DOOR CASING.MATCH EXISTING. COLOR TOMATCH EXISTING.

EXTERIOR

INTERIOR

NEW WALL CONSTRUCTION. SEEWALL SECTION FOR DETAILS

NEW INTERIOR DOOR CASING.MATCH EXISTING DOOR CASING.

PROVIDE FULL PERIMETERCAULK JOINT

SHIM DOOR AS REQ'D

NEW PRE-FINISHEDFIBERGLASS ENTRYDOOR

MINIMAL EXPANDING FOAMINSULATION

2x KING AND JACK STUD. SEE WALL SECTIONFOR STUD SIZES

V.I.F. NEW STORM DOOR

AIR & MOISTURE BARRIER

V.I.

F.

NEW DOOR FRAME, SEE DOORSCHEDULE

INTERIOR EXTERIOR

DOOR DETAILS1

SCALE: N.T.S.

N.T.S.

DOOR DETAILS

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WINDOW ELEVATIONS1

SCALE: 3 4" = 1'-0"

WINDOW SCHEDULE & NOTES4

SCALE: N.T.S.

HEADDETAIL

WINDOW SIZE(WxH)TYPE

H-1

WIN

DO

W ID

2'-8" x 3'-5"

STA

TIO

NARY

OPE

RABLE

DETAIL NUMBER

S-1

SILLDETAIL

JAMBDETAIL

J-1

NOTES

WINDOW SCHEDULE

DOUBLE HUNG WINDOWA

2'-8"

V.I.F.

3'-5

"V.I.

F.

A

GENERAL NOTES:

1. GENERAL CONTRACTOR IS TO PROVIDE A CONSTRUCTION SCHEDULE & COORDINATE WITH THE OWNER

2. ALL WINDOWS MUST BE REMOVED & NEW UNITS INSTALLED WITHIN THE SAME DAY

3. CONTRACTOR TO EXECUTE COMPLETE WINDOW REPLACEMENT AS A MOCK UP FOR FORMAL REVIEW PRIOR TO DIRECTIVE TO EXECUTE ALL THE WORK. UPON REVIEW& ACCEPTANCE FROM THE OWNER.

4. WINDOW SIZES ARE APPOINTED FOR PURPOSES OF BIDDING AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL OPENINGS PRIOR TO BIDDING, ORDERING & CONSTRUCTION

5. GENERAL CONTRACTOR & WINDOW MANUFACTURER'S REPRESENTATIVE TO FIELD VERIFY ALL CONDITIONS & SIZES PRIOR TO BIDDING AND CONSTRUCTION

6. SEE BELOW FOR WINDOW ASSEMBLIES ELEVATIONS

7. REMOVE EXISTING WINDOW UNIT AS REQUIRED, PREPARE OPENING TO RECEIVE NEW CONSTRUCTION WINDOW UNIT, SEE DETAILS

8. GENERAL CONTRACTOR TO PATCH, REPAIR & REPAINT ADJACENT FINISHES DISTURBED BY WINDOW INSTALLATION AS REQUIRED & REPAIR DRYWALL OR PLASTER AS REQUIRED TO MATCH EXISTING ADJACENT FINISH

9. REMOVE AND REINSTALL EXISTING INTERIOR WINDOW ACCESSORIES TO INCLUDE BUT ARE NOT LIMITED TO CURTAIN RODS, CURTAIN HOLD BACKS, ETC... PROVIDE ALL NECESSARY HARDWARE FOR REINSTALLATION, FIELD VERIFY PRIOR TO BIDDING

10. SEE SPECIFICATIONS FOR NEW VINYL WINDOWS, COLOR TO BE WHITE.

11. INTERIOR TRIM IS TO BE PREMANUFACTURED TRIM WITH EXTENSION JAMBS AS ONE PIECE FROM CLEAR PINE. PRE-PRIMED ON ALL SIDES & PAINTED, COLOR TO BE WHITE (SEMI GLOSS) TOUCH UP IN FIELD AFTER INSTALLATION

12. WINDOWS ARE TO BE DOUBLE GLAZED WITH LOW-E & ARGON (U VALUE OF 0.30 MINIMUM TO MEET ENERGY STAR REQUIREMENTS)

13. WINDOWS ARE TO BE GRIDS BETWEEN THE GLASS (5/8") COLOR TO BE WHITE

14. WINDOWS ARE TO HAVE HALF SCREENS (FIBERGLASS)

15. WINDOW HARDWARE TO BE WHITE

16. INSULATE AROUND FULL PERIMETER OF WINDOW UNIT WITH MINIMAL EXPANDING FOAM INSULATION

212"21

2"

1"

34"

212"

212"

V.I.F.

V.I.

F.V.I.

F.

212"

EXTENSIONJAMBWINDOW

NOT SHOWN

INTERIOR WINDOW CASING2

SCALE: 3 4" = 1'-0"

WINDOW DETAILS3

SCALE: 3" = 1'-0"

CAULK

SHIM WINDOW AS REQ'DMINIMAL EXPANDING FOAM INSULATION

MEMBRANE FLASHING LAPPED OVER NAILINGFLANGE @ FULL PERIMETER OF WINDOW

NEW VINYL WINDOW UNIT, SEEELEVATIONS & WINDOW SCHEDULE

WINDOW SILL, WITH ROUNDEDEDGE MATCH EXISTING

PAINT WALLS AS REQUIRED AFTERNEW WINDOWS ARE INSTALLED

PRIME & PAINT NEW TRIM, EXTENSION JAMS,SILL & APRON, SEE FLOOR PLANS

CAULK

NEW WALL CONSTRUCTIONSEE WALL SECTIONS

SHIM WINDOW AS REQ'D

MINIMAL EXPANDING FOAM INSULATION


NEW VINYL WINDOW UNIT, SEEELEVATIONS & WINDOW SCHEDULE

EXTENSION JAMB,FIELD VERIFY WIDTH

(3) 2X6 HEADERWITH 12" PLYWOOD

IN BEWTEEN

PRIME & PAINT NEWTRIM, EXTENSION

JAMS, SILL & APRON,SEE FINISH SCHEDULE

NEW INTERIOR WINDOW CASINGTO MATCH EXISTING

CAULK

NEW WALL CONSTRUCTIONSEE WALL SECTIONS

SHIM WINDOW AS REQ'DMINIMAL EXPANDING FOAM INSULATION


NEW VINYL WINDOW UNIT, SEEELEVATIONS ON WINDOW SCHEDULE

WINDOW SILL, WITHROUNDED EDGE,

FIELD VERIFY WIDTH

CAULK

SEE FLOOR PLANSFOR WALL FINISHES

PRIME & PAINT NEWTRIM, EXTENSION

JAMS, SILL & APRON,SEE FINISH SCHEDULE

NEW INTERIOR WINDOWCASING TO MATCH

EXISITNG

NEW EXTERIOR WALLCONSTRUCTION. SEE WALL

SECTIONS

CAULK

J-1

S-1

H-1CAULK

EXTENSION JAMB,FIELD VERIFY WIDTH

WINDOW SCREEN

WINDOW SCREEN

NEW INTERIOR WINDOWCASING TO MATCH

EXISTING

WINDOW SCREEN

54 X 4 PVC WINDOW SURROUND (SIMILAR TO WS-2PRODUCT BY TRIM SOLUTIONS, LLC) SECURE TOBUILDING WITH CORTEX HIDDEN FASTENING SYSTEMFOR PVC TRIM WITH PVC PLUGS

NEW VINYL SIDING, SEE SPEC

54 X 4 PVC WINDOW SURROUND (SIMILAR TOWS-2 PRODUCT BY TRIM SOLUTIONS, LLC)SECURE TO BUILDING WITH CORTEX HIDDENFASTENING SYSTEM FOR PVC TRIM WITHPVC PLUGS

1X4 PERIMETER BLOCKING

34" POLYISOCYANURATE INSULATION

54 X 4 PVC WINDOW SURROUND (SIMILARTO WS-2 PRODUCT BY TRIM SOLUTIONS,LLC) SECURE TO BUILDING WITH CORTEX

HIDDEN FASTENING SYSTEM FOR PVCTRIM WITH PVC PLUGS

NEW VINYL SIDING, SEE SPEC.

AIR & MOISTURE BARRIER

AIR AND MOISTURE BARRIER

NEW VINYL SIDING

AIR AND MOISTURE BARRIER

as noted

WINDOWELEVATIONS,SCHEDULE &

DETAILS

Sheet #:

Drawn By:Project #:

Sheet Description:



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A7.0

quisenberry arcari · a r c h i t e c t s, l l c quisenberry arcari 318 main street, farmington, ct...

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