QUISENBERRY ARCARI - Connecticut · 1.electrical drawings are intended to be used for schematic...

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

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LOCATION MAP

SHARI & MOSHE IFRACH

REHABILITATION / RECONSTRUCTION WORK FOR:

ISSUE DATE: FEBRUARY 6, 2015

25 JARVIS COURT FAIRFIELD, CT

APPLICANT #1244

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

CONSULTANTS

LIST OF DRAWINGSREFERENCE

COVER

G1.1 GENERAL NOTES I

HAZARDOUS MATERIALS

HM-01 HAZARDOUS MATERIALS ABATEMENT - FIRST FLOOR

SURVEY

ZONING LOCATION SURVEY

STRUCTURAL

S-01 STRUCTURAL GENERAL NOTESS-02 STRUCTURAL GENERAL NOTESS-1 FOUNDATION PLANS-2 MAIN FLOOR FRAMING PLAN

ARCHITECTURAL

D1.0 SLAB DEMOLITION PLAND1.1 DEMOLITION FLOOR PLAN

A1.0 STORAGE FLOOR PLANA1.1 FLOOR PLANA2.0 ELEVATIONSA2.1 ELEVATIONSA2.2 WALL SECTIONSA3.0 EXTERIOR DECK PLANSA3.1 EXTERIOR DECKS DETAILSA4.0 DOOR ELEVATIONS, SCHEDULE & DETAILSA5.0 WINDOW ELEVATIONS AND SCHEDULEA5.1 WINDOW DETAILSA6.0 MISCELLANEOUS DETAILS

MEP

M1.1 MECHANICAL PLANSE1.1 ELECTRICAL PLANS

SECTION MARKER

ELEVATION MARKER

C WINDOW IDENTIFICATION

ROOM NAME

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

KITCHEN

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:

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

Farmington, CT 06032

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KITCHEN

LIVING ROOM BEDROOM BEDROOM

LAUNDRY/UTILITYROOM

BEDROOM

BATHROOM

CLOSET

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LAUNDRY/UTILITYROOM

BEDROOM

BATHROOM

CLOSET

DEMO PLAN KEY

REMOVE ALL EXISTING INTERIORDRYWALL AND INSULATION TO ANELEVATION OF 4'-0" ABOVE FINISHFLOOR. TYPICAL

1

2

REMOVE EXISTING REAR ENTRY DOORASSEMBLY. REMOVE EXISTINGDRYWALL RETURNS AS REQUIRED TOINSTALL NEW INTERIOR WINDOW TRIMPACKAGE SEE DOOR ELEVATION &DETAILS

REMOVE EXISTING WINDOW ASSEMBLY,REMOVE EXISTING DRYWALL RETURNSAS REQUIRED TO INSTALL NEW INTERIORWINDOW TRIM PACKAGE, SEE WINDOWELEVATION & DETAILS

5

6

DASHED LINES INDICATE EXISTING ITEMS TO BEREMOVED, SEE NOTED BELOW FOR MORE INFO

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

REMOVE LOWER PORTION OF EXTERIORSHEATHING WERE REQUIRED TOACCOMMODATE NEW MINIMUM 12" APA RATEDWALL SHEATHING. MATCH EXISTING WALLSHEATHING THICKNESS.

8REMOVE EXISTING CONCRETE STOOPAND STAIR ASSEMBLY. INFILL HOLEWITH NEW COMPACTED STRUCTURALFILL. GRADE TO MATCH EXISTINGADJACENT AREAS

REMOVE ALL EXISTING INTERIORFLOORING, INCLUDING 34" PLYWOOD, 1"RIGID INSULATION & ACT. TYPICAL

10ALL PLUMBING TO BE CUT AND CAPPEDAT SLAB LEVEL. REFER TO MEPDRAWINGS FOR ADDITIONALDEMOLITIONS NOTES.

9REMOVE ALL BUILT-IN ELEMENTS ANDAPPLIANCES PRIOR TO RAISING THEHOUSE. WORK TO INCLUDE, BUT NOTLIMITED TO (CABINETS, COUNTERS,VANITY, TUB/ SHOWER ASSEMBLIES,TOILET, ECT..). GC TO PROPERLYSTORE IN A STORAGE TRAILERPROTECTED FROM THE ELEMENTS.ITEMS TO BE RE-INSTALLED AFTER NEWFLOOR CONSTRUCTED.

11 REFER TO STRUCTURAL DRAWINGS FORADDITIONAL DEMOLITIONS NOTES.

REMOVE EXISTING ENTRY DOORASSEMBLY. REMOVE EXISTINGDRYWALL RETURNS AS REQUIRED TOINSTALL NEW INTERIOR WINDOW TRIMPACKAGE SEE DOOR ELEVATION &DETAILS

4

7REMOVE EXISTING VINYL SIDING ANDHOUSE WRAP DOWN TO EXISTINGSHEATHING.

REMOVE EXISTING STORM DOORASSEMBLY. REMOVE EXISTING ALLELEMENTS AS REQUIRED TO INSTALLNEW STORM DOOR PACKAGE SEEDOOR ELEVATION & DETAILS

3

REMOVE EXISTING SLAB.SEE STRUCTURAL DRAWINGS.

11

10

10

SLAB DEMOLITION PLAN1

SCALE: 12" = 1'-0"

DEMO NOTES

EXISTING HOUSE STRUCTURE IS TO BE RAISED.DEMO AND MAKE PREPARATIONS AS REQUIREDTO SUPPORT THE RAISING, EQUIPMENTS,SUPPORTS AND SHORING PILES. G.C. TOCOORDINATE WITH ARCHITECT, ENGINEER ANDRAISING CONTRACTOR IN THE FIELD PRIOR TOSTART OF WORK.

SLABDEMOLITION

PLAN

12" = 1'-0"

D1.0Sheet #:

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DEMO PLAN KEY

REMOVE ALL EXISTING INTERIORDRYWALL AND INSULATION TO ANELEVATION OF 4'-0" ABOVE FINISHFLOOR. TYPICAL

1

2

REMOVE EXISTING REAR ENTRY DOORASSEMBLY. REMOVE EXISTINGDRYWALL RETURNS AS REQUIRED TOINSTALL NEW INTERIOR WINDOW TRIMPACKAGE SEE DOOR ELEVATION &DETAILS

REMOVE EXISTING WINDOW ASSEMBLY,REMOVE EXISTING DRYWALL RETURNSAS REQUIRED TO INSTALL NEW INTERIORWINDOW TRIM PACKAGE, SEE WINDOWELEVATION & DETAILS

5

6

DASHED LINES INDICATE EXISTING ITEMS TO BEREMOVED, SEE NOTED BELOW FOR MORE INFO

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

REMOVE LOWER PORTION OF EXTERIORSHEATHING WERE REQUIRED TOACCOMMODATE NEW MINIMUM 12" APA RATEDWALL SHEATHING. MATCH EXISTING WALLSHEATHING THICKNESS.

8REMOVE EXISTING CONCRETE STOOPAND STAIR ASSEMBLY. INFILL HOLEWITH NEW COMPACTED STRUCTURALFILL. GRADE TO MATCH EXISTINGADJACENT AREAS

REMOVE ALL EXISTING INTERIORFLOORING, INCLUDING 34" PLYWOOD, 1"RIGID INSULATION & ACT. TYPICAL

10ALL PLUMBING TO BE CUT AND CAPPEDAT SLAB LEVEL. REFER TO MEPDRAWINGS FOR ADDITIONALDEMOLITIONS NOTES.

9REMOVE ALL BUILT-IN ELEMENTS ANDAPPLIANCES PRIOR TO RAISING THEHOUSE. WORK TO INCLUDE, BUT NOTLIMITED TO (CABINETS, COUNTERS,VANITY, TUB/ SHOWER ASSEMBLIES,TOILET, ECT..). GC TO PROPERLYSTORE IN A STORAGE TRAILERPROTECTED FROM THE ELEMENTS.ITEMS TO BE RE-INSTALLED AFTER NEWFLOOR CONSTRUCTED.

11 REFER TO STRUCTURAL DRAWINGS FORADDITIONAL DEMOLITIONS NOTES.

REMOVE EXISTING ENTRY DOORASSEMBLY. REMOVE EXISTINGDRYWALL RETURNS AS REQUIRED TOINSTALL NEW INTERIOR WINDOW TRIMPACKAGE SEE DOOR ELEVATION &DETAILS

4

7REMOVE EXISTING VINYL SIDING ANDHOUSE WRAP DOWN TO EXISTINGSHEATHING.

REMOVE EXISTING STORM DOORASSEMBLY. REMOVE EXISTING ALLELEMENTS AS REQUIRED TO INSTALLNEW STORM DOOR PACKAGE SEEDOOR ELEVATION & DETAILS

3KITCHEN


LAUNDRY/UTILITYROOM

BEDROOM

BATHROOM

CLOSET

3

1 21 21 2

1 2

1 2

2

1 2

1 2

9

3

4

5

6 666

6 6 6

6

6

6

6

8

8

REMOVE AND DISPOSE OF EXISTINGROOF OVER OLD OIL TANK. REMOVEREPLACE SECTION OF SIDING. MATCHEXISTING PROFILE AND COLOR.

10

10

10

7

7

7

7

1 2

1 2

1 2

1 2

1 2

11

77

7

7

REMOVE AND DISPOSE OF EXISTINGOLD OIL TANK CONCRETE PLATFORM.INFILL HOLE WITH NEW COMPACTEDSTRUCTURAL FILL. GRADE TO MATCHEXISTING ADJACENT AREAS.

9

9

REMOVE AND DISPOSE OF ALL DRY WALLON THE WALLS AND CEILING AND ALLINSULATION. REMOVE AND DISPOSE

OF ALL THE TILE SURROUNDING THE TUBE.SEE MEP DRAWINGS FOR ADDITIONAL

DEMOLITION.

REMOVE AND DISPOSE OFEXISTING BATHROOM FIXTURESINCLUDING BUT NOT LIMITED TOSINK, VANITY, TUB ASSEMBLY,TOILET.

DEMOLITION FLOOR PLAN1

SCALE: 12" = 1'-0"

DEMO NOTES

EXISTING HOUSE STRUCTURE IS TO BE RAISED.DEMO AND MAKE PREPARATIONS AS REQUIREDTO SUPPORT THE RAISING, EQUIPMENTS,SUPPORTS AND SHORING PILES. G.C. TOCOORDINATE WITH ARCHITECT, ENGINEER ANDRAISING CONTRACTOR IN THE FIELD PRIOR TOSTART OF WORK.

DEMOLITIONPLAN

12" = 1'-0"

D1.1Sheet #:

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STORAGE FLOOR PLAN1

SCALE: 14" = 1'-0"

NEW CMU PERIMETERFOUNDATION WALL. NEWFOUNDATION FOOTPRINTTO BE FLUSH WITH EXTERIORFACE OF FRAMING ABOVE.CONTRACTOR TO VERIFYIN FIELD EXACT FOUNDATIONSIZE PRIOR TO INSTALLATION.SEE STRUCTURAL DRAWINGS

PLAN NOTESEXISTING HOUSE STRUCTURE IS TO BE RAISED.DEMO AND MAKE PREPARATIONS AS REQUIREDTO SUPPORT THE RAISING, EQUIPMENTS,SUPPORTS AND SHORING PILES. G.C. TOCOORDINATE WITH ARCHITECT, ENGINEER ANDRAISING CONTRACTOR IN THE FIELD PRIOR TOSTART OF WORK.

REFER TO HAZMAT DRAWING ANDSPECIFICATION FOR ALL HAZARDOUSMATERIAL INFORMATION.

CONTRACTOR TO TAKES AND VERIFY ALLDIMENSIONS AND CONDITIONS ON SITE PRIORTO THE START OF WORK.

PROVIDE & INSTALL NEW DRYWALL TOAN ELEVATION OF 4'-0" A.F.F., R-15BATT INSULATION ON ALL EXTERIORWALLS AND WOOD TRIM. REMEDIATEALL MOLD IN WALLS. NEW DRYWALL TORECEIVE (1) COAT OF PRIMER & WHOLEROOM (2) COATS OF FINISH PAINT.WALL AND TRIM COLOR TO BE CHOSENBY OWNER.

1

REINSTALL ALL BUILT-IN ELEMENTS &APPLIANCES (CABINETS, COUNTERS,ECT..) IN SAME LOCATIONS.9

PLAN KEY

PROVIDE & INSTALL NEW STORM DOORSPER MANUFACTURERS REQUIREMENTS,SEE DOOR SCHEDULE & ELEVATIONSFOR MORE INFORMATION. ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR. REFER TOSHEET 4.0

PROVIDE & INSTALL NEW FIBERGLASSFRONT ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 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. REFER TO A4.0

PROVIDE & INSTALL NEW VINYL CLADWINDOW SYSTEM PER MANUFACTURERSREQUIREMENTS, PROVIDE AND INSTALLNEW 1X4 PERIMETER BLOCKING AND 5

4 X4 PVC TRIM WITH CONCEALED EDGE.PROVIDE & INSTALL 2 12" INTERIORWINDOW TRIM WITH STOOL, APRON &EXTENSION JAMBS. SEE WINDOWSCHEDULE & SPECIFICATIONS FORMORE INFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR. REFER TOSHEETS A5.0 AND A5.1

PROVIDE & INSTALL NEW FIBERGLASSREAR ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 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. REFER TO A4.0

6

5

4

3

1

PROVIDE & INSTALL NEW MOISTUREBARRIER, 34" POLYISOCYANURATEINSULATION WITH ALL NECESSARYBLOCKING AND VINYL SIDING AND TRIMASSEMBLIES. PROFILE AND COLOR TOBE CHOSEN BY OWNER AND ARCHITECT.

7

2

PROVIDE & INSTALL NEW LANDING ANDSTAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.SEE SHEET A.3.0. AND STRUCTURALDRAWINGS. ALL EXISTING GRADES TOBE VERIFIED IN THE FIELD, BY THECONTRACTOR.

8

PROVIDE & INSTALL NEW LAMINATEFLOORING & WOOD BASE-REFER TOINTERIOR SPECS

REFER TO MEP DRAWINGS FOR ALLINFORMATION PERTAINING TO THE NEWTUB/ SHOWER, TUB SURROUND, TOILETAND VANITY. PROVIDE AND INSTALLMILDEW RESISTANT GYPSUM BOARD INBATHROOM

10

11REFER TO MEP DRAWINGS FOR ALLINFORMATION PERTAINING TO THECONNECTING OF POWER, STORM,SANITARY LINES, ETC..

12REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FLOOR STRUCTURE,FOUNDATION AND FOOTINGS.

13PROVIDE & INSTALL NEW PORCELAINTILE & PORCELAIN TILE BASE-REFER TOINTERIOR SPECS

14PROVIDE & INSTALL NEW PORCELAINTILE & WOOD BASE-REFER TO INTERIORSPECS

(10) NEW 16" X 8"DUAL FUNCTIONSMART VENTS.

MODEL 1540-510,TYPICAL.

12

8'-0

"

8'-0

"8'-0

"

10'-8"

5'-4"3'-4"

M.O.

10'-8" 1'-4" 1'-4" 10'-8"

1'-4

"8'-0

"1'-4

"

1'-4"1'-4"10'-8"

1'-4"1'-4"

10'-0"1'-4"

26'-0

"

46'-0"

1'-4

"1

'-4"

5'-1

0"

5'-1

1"

15'-112" 5'-53

4" 5'-1112" 4'-61

2" 6'-258" 8'-81

8"

6'-4

"4'-2

"

5'-1

0"

4'-7

"

19'-934" 4'-51

2" 5'-1112"

3'-11"

4'-612" 6'-53

8" 4'-938"

5

PROVIDE & INSTALL NEW HOLLOW METAL LOUVERDOOR SYSTEM PER MANUFACTURERS REQUIREMENTS.

SEE DOOR SCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZE IS

TO BE VERIFIED IN THE FIELD, BY THE CONTRACTOR.

A2.0

2

A2.0

1

A2.1

1

A2.1

2

11

FLOOD VENTS

(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 = 10

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

ENCLOSED SPACE = 1106 SQ FT.MIN FLOOD VENT NET AREA REQUIRED = 1106 SQ. INCHESPROPOSED FLOOD VENTS = (10) AT 128 SQ. INCHES EA.

TOTAL FLOOD VENTILATION = 1280 SQ. INCHES.

R322.2.2 - 2.3 - GRADE ELEVATIONMAX. HEIGHT ABOVE GRADE = 1'-0"PROPOSED FLOOD VENT HEIGHT - 5"

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

NEW

13

4" X

18" L

VL

@ 1

6" O

.C. M

AX

NEW CMU PERIMETERFOUNDATION WALL. NEWFOUNDATION FOOTPRINTTO BE FLUSH WITH EXTERIORFACE OF FRAMING ABOVE.CONTRACTOR TO VERIFYIN FIELD EXACT FOUNDATIONSIZE PRIOR TO INSTALLATION.SEE STRUCTURAL DRAWINGS

NEW

13

4" X

18" L

VL

@ 1

6" O

.C. M

AX

EXTERIOR FACES OF FOUNDATIONSWALLS TO BE COATED WITH A

CEMENTITIOUS COATING,TYPICAL. SEE SPECIFICATIONS.

A2.2

2

A2.2

1

A2.2

1SIM

TITLE BLOCK

1. STREET ADDRESS: #25 JARVIS COURT

2. ASSESSORS MAP # 183, PARCEL # 116

3. MAP: "B" RESIDENTIAL DISTRICT

4. APPLICANT: SHARI AND MOSHE IFRACH25 OLD JARVIS COURTFAIRFIELD, CONNECTICUT 06824

5. OWNER: SHARI AND MOSHE IFRACH25 OLD JARVIS COURTFAIRFIELD, CONNECTICUT 06824

6. DESCRIPTIVE TITLE: ELEVATING AN EXISTING ONE STORYONE FAMILY DWELLING WITH ASSOCIATEDDECKS

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 _

8. PREPARED BY: MICHAEL MEMMOTT - PROJECT MANAGERQUISENBERRY ARCARI ARCHITECTS318 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 HORIZONTAL CEDAR LATTICEAROUND PERIMETER OF

FOUNDATION, SEE DTL. 5/A6.0,TYP. ADD ALTERNATE #1

EXTERIOR FACES OF FOUNDATIONSWALLS TO BE COATED WITH ACEMENTITIOUS COATING,TYPICAL. SEE SPECIFICATIONS.

NEW HORIZONTAL CEDAR LATTICEAROUND PERIMETER OFFOUNDATION, SEE DTL. 5/A6.0,TYP. ADD ALTERNATE #1

STORAGEFLOOR PLAN

14" = 1'-0"

A1.0Sheet #:

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FLOOR PLAN1

SCALE: 14" = 1'-0"

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3

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4


REFER TO HAZMAT DRAWING ANDSPECIFICATION FOR ALL HAZARDOUSMATERIAL INFORMATION.

CONTRACTOR TO TAKES AND VERIFY ALLDIMENSIONS AND CONDITIONS ON SITE PRIORTO THE START OF WORK.

PROVIDE & INSTALL NEW DRYWALL TOAN ELEVATION OF 4'-0" A.F.F., R-15BATT INSULATION ON ALL EXTERIORWALLS AND WOOD TRIM. REMEDIATEALL MOLD IN WALLS. NEW DRYWALL TORECEIVE (1) COAT OF PRIMER & WHOLEROOM (2) COATS OF FINISH PAINT.WALL AND TRIM COLOR TO BE CHOSENBY OWNER.

1

REINSTALL ALL BUILT-IN ELEMENTS &APPLIANCES (CABINETS, COUNTERS,ECT..) IN SAME LOCATIONS.9

PLAN KEY

PROVIDE & INSTALL NEW STORM DOORSPER MANUFACTURERS REQUIREMENTS,SEE DOOR SCHEDULE & ELEVATIONSFOR MORE INFORMATION. ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR. REFER TOSHEET 4.0

PROVIDE & INSTALL NEW FIBERGLASSFRONT ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 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. REFER TO A4.0

PROVIDE & INSTALL NEW VINYL CLADWINDOW SYSTEM PER MANUFACTURERSREQUIREMENTS, PROVIDE AND INSTALLNEW 1X4 PERIMETER BLOCKING AND 5

4 X4 PVC TRIM WITH CONCEALED EDGE.PROVIDE & INSTALL 2 12" INTERIORWINDOW TRIM WITH STOOL, APRON &EXTENSION JAMBS. SEE WINDOWSCHEDULE & SPECIFICATIONS FORMORE INFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR. REFER TOSHEETS A5.0 AND A5.1

PROVIDE & INSTALL NEW FIBERGLASSREAR ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 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. REFER TO A4.0

6

5

4

3

1

PROVIDE & INSTALL NEW MOISTUREBARRIER, 34" POLYISOCYANURATEINSULATION WITH ALL NECESSARYBLOCKING AND VINYL SIDING AND TRIMASSEMBLIES. PROFILE AND COLOR TOBE CHOSEN BY OWNER AND ARCHITECT.

7

2

PROVIDE & INSTALL NEW LANDING ANDSTAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.SEE SHEET A.3.0. AND STRUCTURALDRAWINGS. ALL EXISTING GRADES TOBE VERIFIED IN THE FIELD, BY THECONTRACTOR.

8

PROVIDE & INSTALL NEW LAMINATEFLOORING & WOOD BASE-REFER TOINTERIOR SPECS

REFER TO MEP DRAWINGS FOR ALLINFORMATION PERTAINING TO THE NEWTUB/ SHOWER, TUB SURROUND, TOILETAND VANITY. PROVIDE AND INSTALLMILDEW RESISTANT GYPSUM BOARD INBATHROOM

10


12REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FLOOR STRUCTURE,FOUNDATION AND FOOTINGS.

13PROVIDE & INSTALL NEW PORCELAINTILE & PORCELAIN TILE BASE-REFER TOINTERIOR SPECS

14PROVIDE & INSTALL NEW PORCELAINTILE & WOOD BASE-REFER TO INTERIORSPECS

2

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1 2 1 2

1 21 21 13

1 2

4

5

6 6 6 6

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6

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11

11

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7

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77

77

11

11

11

1 13

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PROVIDE & INSTALL NEW MILDEW RESISTANT DRYWALL,R-15 BATT INSULATION AND WOOD TRIM.WERE REQUIRED NEW DRYWALL TO RECEIVE(1) COAT OF PRIMER & (2) COATS OF FINISH PAINT.WALL CEILING, AND TRIM COLOR TO BE CHOSEN BYOWNER AND ARCHITECT. SEE MEP DRAWINGSFOR ADDITIONAL BATHROOM WORK.

B

6

ALIGN TILEW/ CORNER

ALIGN TILEW/ CORNER

14

13

A2.2

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A2.2

2

TITLE BLOCK








November 20, 2014 _



_____________________________________________________Michael Memmott

TITLE BLOCK












A3.0

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FLOOR PLAN

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EXISTING FINISH FLOORELEV: 8.5'

A B B

AVERAGE EXISTING GRADEELEV: 7.5' LS HARRY COLE &

100 YEAR FLOOD ELEVATION ELEV: 11.0'

500 YEAR FLOOD ELEVATIONELEV: 13.75'

1'-0" ABOVE 500 YEAR FLOOELEV: 14.75

TOP OF PROPOSED SUBFLOOELEV: 16.73'

TOP OF HIGHEST RIDGEELEV: 29.73'

MAIN EAVE LINEELEV: 25.19'

MIDPOINTELEV: 27.46'

TOP OF CEILING FRAMING

BOTTOM OF RIGD BEAM

SOUTH ELEVATION1

SCALE: 14" = 1'-0"


REFER TO A4.0 FOR DOOR INFORMATION.

REFER TO A5.0 - A5.1 FOR WINDOWINFORMATION.


REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FLOOR STRUCTURE,FOUNDATION, FOOTINGS AND PIERS.

PLAN KEY

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

PROVIDE & INSTALL NEW FIBERGLASSFRONT ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 PVCTRIM WITH RABBETED EDGE. PROVIDE &INSTALL 2 12" INTERIOR DOOR TRIM &EXTENSION JAMBS. SEE DOORSCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZEIS TO BE VERIFIED IN THE FIELD, BY THECONTRACTOR.

PROVIDE & INSTALL NEW VINYL WINDOWSYSTEM PER MANUFACTURERSREQUIREMENTS. PROVIDE AND INSTALLNEW 1X4 PERIMETER BLOCKING AND 5

4 X4 PVC TRIM WITH RABBETED EDGE.PROVIDE & INSTALL 2 12" INTERIORWINDOW TRIM WITH STOOL, APRON &EXTENSION JAMBS. SEE WINDOWSCHEDULE & SPECIFICATIONS FORMORE INFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

PROVIDE & INSTALL NEW FIBERGLASSREAR ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 PVCTRIM WITH RABBETED EDGE. PROVIDE &INSTALL 2 12" INTERIOR DOOR TRIM &EXTENSION JAMBS. SEE DOORSCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZEIS TO BE VERIFIED IN THE FIELD, BY THECONTRACTOR.

6

5

4

3

1

PROVIDE & INSTALL NEW MOISTUREBARRIER, 34" POLYISOCYANURATEINSULATION WITH ALL NECESSARYBLOCKING, VINYL SIDING AND TRIMASSEMBLIES. INSTALL SIDING, TRIM,AND ASSEMBLIES PER MANUFACTUREDINSTALLATION INSTRUCTIONS. PROFILEAND COLOR TO WILL BE CHOSEN BYOWNER AND ARCHITECT.

7

2PROVIDE & 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 4/A6.0 FORDETAILS AND SPECIFICATIONS.

PROVIDE & INSTALL NEW LANDING,STAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.SEE DETAILING ON SHEET A3.0. ALLEXISTING GRADES TO BE VERIFIED INTHE FIELD, BY THE CONTRACTOR.

8

REMOVE ALL EXISTING GUTTERS,DOWNSPOUTS & ASSOCIATEDMOUNTING HARDWARE. PROVIDE ALLNEW ALUMINUM GUTTERS, MESHSCREEN, DOWNSPOUTS & ASSOCIATEDMOUNTING HARDWARE (CONCEALED),NEW GUTTERS TO BE 5" (.032) WITH 3" x4" (.024) DOWNSPOUTS, COLOR TO BEWHITE. SEE SPECIFICATIONS FOR MOREINFORMATION, PROVIDE SPLASHBLOCKS AT ALL DOWNSPOUT OUTLETSAT GRADE, TYPICAL, SEE DETAIL2 & 3/A6.0. LOCATE DOWNSPOUTS INSAME LOCATIONS.

9

EXISTING FINISH FLOOR8.5'

C C

AVERAGE EXISTING GRADEELEV: 7.5' LS HARRY COLE & SON

100 YEAR FLOOD ELEVATION (AE 11)ELEV: 11.0'


1'-0" ABOVE 500 YEAR FLOOD ELEVATIONELEV: 14.75

TOP OF PROPOSED SUBFLOORELEV: 16.73'





BOTTOM OF RIGD BEAM

EAST ELEVATION2

SCALE: 14" = 1'-0"

6

43

STORM DOOR AND RAILING NOTSHOWN FOR CLARITY.

6 6

6 6

REMOVE AND REINSTALLEXISTING SHUTTER AFTER

NEW WINDOWS HAVE BEENINSTALLED. TYPICAL.

REMOVE AND REINSTALLEXISTING SHUTTER AFTER

NEW WINDOWS HAVE BEENINSTALLED. TYPICAL.

8

88

7

7 7

PROVIDE AND INSTALLNEW VINYL LOUVERS.

SIZE TO MATCH EXISTING.GC TO VERIFY ROUGH

OPENING SIZE IN FIELD

11

1

11

10

10 10

99

9

1

EXISTING ROOFTO REMAIN

9

2

22

6x6 VINYL CORNER POSTWITH FOAM INSERT. COLOR

TO MATCH SIDING.6x6 VINYL CORNER POSTWITH FOAM INSERT. COLORTO MATCH SIDING.

6x6 VINYL CORNER POST WITHFOAM INSERT. COLORTO MATCH SIDING.

6x6" VINYL CORNER POSTWITH FOAM INSERT. COLOR

TO MATCH SIDING.

1

VERTICAL CONTROL JOINTLOCATED AT EDGE OF VENT.SEE SPECIFICATIONS.


20'-0

1 4"

20

'-01 4

"

2

25"

5"

NEW HORIZONTAL CEDAR LATTICEAROUND PERIMETER OF FOUNDATION,

SEE DTL. 5/A6.0, TYP. ADD ALTERNATE #1

NEW HORIZONTAL CEDAR LATTICEAROUND PERIMETER OF FOUNDATION,SEE DTL. 5/A6.0, TYP. ADD ALTERNATE #1

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November 20, 2014 _



_____________________________________________________Michael Memmott

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3'-1

112"

3'-1

112"

ELEVATION

A2.0Sheet #:

Drawn By:Project #:

Sheet Description:



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14" = 1'-0"

0 2 4 8

EXISTING FINISH FLO8.5'

CD

CE

AVERAGE EXISTING GELEV: 7.5' LS HARRY

100 YEAR FLOOD ELEELEV: 11.0'

500 YEAR FLOOD ELEELEV: 13.75'

1'-0" ABOVE 500 YEAELEV: 14.75

TOP OF PROPOSED SELEV: 16.73'

TOP OF HIGHEST RIDELEV: 29.73'




BOTTOM OF RIGD BEAM

NORTH ELEVATION1

SCALE: 14" = 1'-0"

EXISITNG FINISH FLOOR8.5'

C C

AVERAGE EXISTING GRADEELEV: 7.5' LS HARRY COLE & SON

100 YEAR FLOOD ELEVATION (AE 11)ELEV: 11.0'


1'-0" ABOVE 500 YEAR FLOOD ELEVATIELEV: 14.75






BOTTOM OF RIGD BEAM

WEST ELEVATION2

SCALE: 14" = 1'-0"


REFER TO A4.0 FOR DOOR INFORMATION.

REFER TO A5.0 - A5.1 FOR WINDOWINFORMATION.


REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FLOOR STRUCTURE,FOUNDATION, FOOTINGS AND PIERS.

PLAN KEY

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

PROVIDE & INSTALL NEW FIBERGLASSFRONT ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 PVCTRIM WITH RABBETED EDGE. PROVIDE &INSTALL 2 12" INTERIOR DOOR TRIM &EXTENSION JAMBS. SEE DOORSCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZEIS TO BE VERIFIED IN THE FIELD, BY THECONTRACTOR.

PROVIDE & INSTALL NEW VINYL WINDOWSYSTEM PER MANUFACTURERSREQUIREMENTS. PROVIDE AND INSTALLNEW 1X4 PERIMETER BLOCKING AND 5

4 X4 PVC TRIM WITH RABBETED EDGE.PROVIDE & INSTALL 2 12" INTERIORWINDOW TRIM WITH STOOL, APRON &EXTENSION JAMBS. SEE WINDOWSCHEDULE & SPECIFICATIONS FORMORE INFORMATION. SIZE TO MATCHWINDOW SIZE, STYLE, TYPE, AND ROUGHOPENING SIZE IS TO BE VERIFIED IN THEFIELD, BY THE CONTRACTOR.

PROVIDE & INSTALL NEW FIBERGLASSREAR ENTRY DOOR SYSTEM PERMANUFACTURERS REQUIREMENTS.PROVIDE AND INSTALL NEW 1X4PERIMETER BLOCKING AND 54 X 4 PVCTRIM WITH RABBETED EDGE. PROVIDE &INSTALL 2 12" INTERIOR DOOR TRIM &EXTENSION JAMBS. SEE DOORSCHEDULE & ELEVATIONS FOR MOREINFORMATION. ROUGH OPENING SIZEIS TO BE VERIFIED IN THE FIELD, BY THECONTRACTOR.

6

5

4

3

1

PROVIDE & INSTALL NEW MOISTUREBARRIER, 34" POLYISOCYANURATEINSULATION WITH ALL NECESSARYBLOCKING, VINYL SIDING AND TRIMASSEMBLIES. INSTALL SIDING, TRIM,AND ASSEMBLIES PER MANUFACTUREDINSTALLATION INSTRUCTIONS. PROFILEAND COLOR TO WILL BE CHOSEN BYOWNER AND ARCHITECT.

7

2PROVIDE & 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 4/A6.0 FORDETAILS AND SPECIFICATIONS.

PROVIDE & INSTALL NEW LANDING,STAIRS, FOOTINGS AND PIERS.FOOTING TO MIN. 3'-6" BELOW GRADE.SEE DETAILING ON SHEET A3.0. ALLEXISTING GRADES TO BE VERIFIED INTHE FIELD, BY THE CONTRACTOR.

8

REMOVE ALL EXISTING GUTTERS,DOWNSPOUTS & ASSOCIATEDMOUNTING HARDWARE. PROVIDE ALLNEW ALUMINUM GUTTERS, MESHSCREEN, DOWNSPOUTS & ASSOCIATEDMOUNTING HARDWARE (CONCEALED),NEW GUTTERS TO BE 5" (.032) WITH 3" x4" (.024) DOWNSPOUTS, COLOR TO BEWHITE. SEE SPECIFICATIONS FOR MOREINFORMATION, PROVIDE SPLASHBLOCKS AT ALL DOWNSPOUT OUTLETSAT GRADE, TYPICAL, SEE DETAIL2 & 3/A6.0. LOCATE DOWNSPOUTS INSAME LOCATIONS.

9

43

STORM DOOR NOT SHOWN FOR CLARITY.

66

6

6

6 6

8 8

8

7 7

7

PROVIDE AND INSTALLNEW VINYL LOUVERS.

SIZE TO MATCH EXISTING.GC TO VERIFY ROUGH

OPENING SIZE IN FIELD

9

REMOVE AND REINSTALLEXISTING SATELLITE DISH.GC TO COORDINATE WITH

OWNER AND DISH COMPANYON PROPER ORIENTATION.

10

1

1

1

1

1

9

9 9

EXISTING ROOFTO REMAIN

9

1

22

2

REMOVE AND REINSTALLEXISTING SATELLITE DISH.GC TO COORDINATE WITH

OWNER AND DISH COMPANYON PROPER ORIENTATION.

6X6 VINYL CORNER POST WITHFOAM INSERT. COLOR

TO MATCH SIDING.6X6 VINYL CORNER POSTWITH FOAM INSERT. COLORTO MATCH SIDING.

6X6 VINYL CORNER POSTWITH FOAM INSERT. COLORTO MATCH SIDING.6X6 VINYL CORNER POST WITH

FOAM INSERT. COLORTO MATCH SIDING.

NEW HOLLOW METALLOUVER DOOR. BEYOND

SEE DOOR SCHEDULE.

1


VERTICAL CONTROL JOINTLOCATED ON HANDLE

SIDE OF DOOR,SEE SPECIFICATIONS.

20'-0

1 4"

20

'-01 4

"

2

5"

5"

2

1


SIDING TO START ABOVE DOOR TRIM

TITLE BLOCK








November 20, 2014 _



_____________________________________________________Michael Memmott

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3'-1

112"

3'-1

112"


ELEVATION

A2.1Sheet #:

Drawn By:Project #:

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as noted

0 2 4 8


EXISTING FIN. FLOOR MAIN LEVELELEV: 8.5'

TOP OF NEW CONCRETE SLABELEV: 7.5' LS HARRY COLE & SON

100 YEAR FLOOD ELEVATION (AE11)ELEV: 11.0'


1'-0" ABOVE 500 YEAR FLOOD ELEVATIONELEV: 14.75'

GRADE

HOLLOW METAL LOUVERDOOR. SEE DOOR SCHEDULE.

NEW 1/2" EXTERIOR GRADEPLYWOOD SHEATHING

7'-8

"

8'-3

"

NEW 34" CONTINUOUSPOLYISOCYANURATE

INSULATION

1-3/4" x18" LVLS 16" O.C.

R-38 CLOSE CELL SPRAYFOAM INSULATION

NEW 4" CONCRETE SLAB REINFORCEDW/6X6 - W2.1 X W2.1 MWF ON 10 MILVAPOR RETARDER. MIN. 8" LAYER OFCOMPACTED PROCESSED STORE OR3

8" CRUSHED STONE

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: 3.25'

MINIMUM 12" APA RATED WALL SHEATHING.(MIN 2'-0" OVER EXISTING FRAMINGS)

EXISTING WALL FRAMING CONSTRUCTION

REFER TO PLANS FOR FLOOR FINISH SCOPE OF WORK

NEW DRYWALL TO AN ELEVATION OF 4'-0" A.F.F.,R-15 BATT INSULATION AND WOOD TRIM.REMEDIATE ALL MOLD IN WALLS.

114" X 18" 1.3E LSL RIMBOARD CONTINUOUS.

DOUBLE SILL PLATE BEYOND

HOLLOW METAL FRAME SEE DOOR DETAILS.

NEW CONT. 8" CMU BONDBEAM REINFORCED W/ (1)

#5 HORIZONTAL CONT.

NEW PT 1X4 BLOCKING AT DOORPERIMETER (2) ∠4"X31

2"X 516" LLV X 4'-8"LONG GALVANIZED LINTELS(MIN. 8" BEARING EACH END)

TOP OF BOND BEAMELEV: 14.917'

2'-6" #5 DOWEL @ 12" O.C.2'-6"

T.F.EELEV: 4.25'

NEW VINYL SIDING

NEW MOISTURE BARRIER

NEW 54 X 4 PVC TRIM (TOP SIDE INTEGRALDRIP EDGE/STARTER STRIP, RABBETED

SIDES)

3'-6

"

MIN


EXISTING FIN. FLOOR MAIN LEVELELEV: 8.5'

TOP OF NEW CONCRETE SLABELEV: 7.5' LS HARRY COLE & SON

100 YEAR FLOOD ELEVATION (AE11)ELEV: 11.0'


NEW 6X6 PT. WD POST

SEE STRUCTURAL DRAWINGSFOR POST CONNECTIONS

SONOTUBE TUBEBASE SYSTEMREFER TO STRUCTURAL

DRAWINGS FOR FOOTINGINFORMATION AND DETAILS

NEW 1X512" TREX

DECKING

MINIMUM 12" APA RATED WALL SHEATHING.(MIN 2'-0" OVER EXISTING FRAMINGS)

EXISTING WALL FRAMING CONSTRUCTION

REFER TO PLANS FOR FLOOR FINISH SCOPE OF WORK

NEW JOIST HANGER, REFERTO STRUCTURAL DWG'S.

CONTINUOUS LEDGER BOARDFLASHING PER CODE

NEW 8" CMU WALL REINFORCEDW/ #5V @ 48" O.C. GROUT ALLCORES BELOW AND ALL CORESW/ REBAR SOILD

1'-0" ABOVE 500 YEAR FLOOD ELEVATIONELEV: 14.75'

GRADE

NEW CONT. 8" CMU BONDBEAMS REINFORCED W/ (1)

#5 HORIZONTAL CONT.

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

WASHER @ 32" O.C.

NEW 1/2" EXTERIOR GRADEPLYWOOD SHEATHING

NEW PT. 2X10 DECK LEDGERBOARD, ANCHOR TO EXISTINGHOUSE RIM JOIST PER CODE

NEW PT. 2X10 DECKFRAMING PER CODE

NEW P.T. 4X4 WD. POSTTHROUGH BOLTED TORIM JOIST PER CODE.

7'-8

"

8'-3

"

1-1/4" x18" 1.3E LSL RIM BOARD (CONT.)

1-3/4" x18" LVLS 16" O.C.

CLOSE CELL SPRAYFOAM INSULATION

MIN. 18 GA 4"X3" LONG TENSION TIE,EACH FACE, EACH JOIST W/ (6) 10d X 11

2"COMMON NAILS ON VERT. AND HORZ. LEGS

NEW 4" CONCRETE SLAB REINFORCEDW/6X6 - W2.1 X W2.1 MWF ON 10 MILVAPOR RETARDER. MIN. 8" LAYER OFCOMPACTED PROCESSED STORE OR3

8" CRUSHED STONE

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.

FINISH GRADE ELEVATION VARIES(NEW LOW 6.75', HI 7.5')

B.F.EELEV: 3.25'

MINIMUM 12" APA RATED WALLSHEATHING. (MIN 2'-0" OVEREXISTING FRAMINGS). MATCH

EXISTING SHEATHING.

NEW DRYWALL TO AN ELEVATION OF 4'-0" A.F.F.,R-15 BATT INSULATION AND WOOD TRIM.REMEDIATE ALL MOLD IN WALLS.

CEMENTITIOUS COATING.SEE SPECIFICATIONS.

TOP OF BOND BEAMELEV: 14.917'

TO.F.EELEV: 4.25'

TOP OF PROPOSED DECKELEV: 16.563'

NEW 34" CONTINUOUSPOLYISOCYANURATE

INSULATIONNEW VINYL SIDING

NEW MOISTUREBARRIER

STARTER STRIP W/ PT 1X4BLOCKING, TYP

OPEN SLAT CEDAR LATTICE, SEE DTL 5/A6.0ADD ALTERNATE #1

3'-6

"

MIN

WALL SECTION1

SCALE: 1" = 1'-0"

WALL SECTION @ BASEMENT DOOR2

SCALE: 1" = 1'-0"

WALLSECTIONS

A2.2Sheet #:

Drawn By:Project #:

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1" = 1'-0"

6'-0

1 4"

6'-014"

5'-3

1 4"

4'-0"

9'-0"

16 RISERS @ 7" V.I.F.14 TREADS @ 11"

1'-2"

5'-0"

314"

1'-1"

16 RISERS @ 7" V.I.F.15 TREADS @ 11"

A3.1

1

A3.1

6

A3.1

6A3.1

4

A3.1

3

A3.1

3

A3.1

1

A3.1

6

A3.1

6

A3.1

6

A3.1

7

A3.1

8

2X10 PRESSURETREATED RIM JOIST

6'-0

1 4"

2X10 PRESSURETREATED RIM JOIST

2X10 PRESSURETREATED LEDGER

A3.1

10


A3.1

5

10'-6

34"

4'-10"

4'-10"

4'-6

"

3'-4

"

A3.1

7

A3.1

10A3.1

4

A3.1

5

111

2"


STRINGERS 16" O.C. MAX\BOTH STAIRS

STRINGERS 16" O.C. MAX

A3.1

11

STRINGERS 16" O.C. MAX

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November 20, 2014 _



_____________________________________________________Michael Memmott

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Sheet #:

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EXTERIORDECKS PLANS

-

A3.0FRONT STAIR AND LANDING PLAN1

SCALE: 12" = 1'-0"

REAR STAIR AND LANDING PLAN2

SCALE: 12" = 1'-0"

0 1 2 4

NEW 2X10 PRESSURE PRESERVATIVETREATED NO.2 LUMBER LEDGER BOARDANCHOR TO NEW HOUSE RIM JOISTPER CODE.

DRIP CAP FLASHING SEE SPECIFICATIONS.AT DOOR LOCATION THRESHOLD TO BEPROPERLY FLASHED AND CAULKED

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.

LEDGER BOARD1

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



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 DETAIL3STAGGER

FASTENERSIN 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.

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

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 TUBEBASESYSTEM REFER TO

STRUCTURAL DRAWINGSFOR FOOTING

INFORMATION AND DETAILSSONOTUBE TUBEBASE SYSTEM

REFER TO STRUCTURALDRAWINGS FOR FOOTING

INFORMATION AND DETAILS

4'-2"

8" CMU WALL.SEE STRUCTURAL

DRAWINGS

(2) 2X6 PRESSURETREAT SILL PLATE.

34" APA RATED SHEATHING

FASTENED TO FRAMINGW/ 10d COMMON NAILS

@ 6" O.C. MAX.

EXISTING WALL FRAMING AND EXTERIORSHEATHING

CLOSE CELL SPRAYFOAM INSULATION,

INFILL ENTIRE CAVITY

VINYL STARTER STRIP

VINYL SIDING, COLOR ANDPROFILE CHOSEN BY OWNER ANDARCHITECT.

MOISTURE BARRIER 12" GYPSUM BOARD

AND R-15 BATT INSULATIONSTARTING AT FINISH FLOOR

TO 4'-0" ABOVE FINISHFLOOR

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

1-1/4" x18" 1.3E LSLRIM BOARD (CONT.)

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

JOIST W/ (6) 10d X 112"

COMMON NAILS ONVERT. AND HORZ. LEGS



MOISTURE BARRIER

NEW 2X10 HOT DIP GALVANIZEDJOIST HANGER AND NAILS

NEW 2X10 PRESSURE TREATEDJOIST 12" O.C.

VINYL J-CHANNEL

UNDERSILL VINYL TRIM

5'-8"

STAIR LANDING DETAIL

RISERMATERIALTO MATCHTREAD, TYP

(2) 2X10 PRESSURE TREATEDRIM JOIST

(2) 12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZEDWASHERS

GALVANIZEDDECK JOIST TIE

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

7

P.T. SCAB PIECE SCREWEDAND GLUED TO STRINGER

8"

LANDING COLUMNS TOBE 3'-8" TO BOTTOM OF

CAP


(2) 2X12 PRESSURETREATED STRINGER


RISER MATERIAL TOMATCH TREAD

34" POLYISOCYANURATE INSULATIONPT 1X4 BLOCKING

PT 1X4 BLOCKING34" POLYISOCYANURATE INSULATION

11 LEDGER BOARD @LANDING

NEW 2X10 PRESSURE PRESERVATIVETREATED NO.2 LUMBER LEDGER BOARDANCHOR TO NEW HOUSE RIM JOISTPER CODE.

DRIP CAP FLASHING SEE SPECIFICATIONS.AT DOOR LOCATION THRESHOLD TO BEPROPERLY FLASHED AND CAULKED



NEW 2X10 HOT DIP GALVANIZEDJOIST HANGER AND NAILS

NEW 2X10 PRESSURE TREATEDJOIST 12" O.C.

NEW 8" CMU WALL REINFORCEDW/ #5V @ 48" O.C. GROUT ALLCORES BELOW AND ALL CORES W/ REBAR SOILD

CEMENTITIOUS COATING. SEE SPECIFICATIONS.

OPEN SLAT CEDAR LATTICE, SEE DTL 5/A6.0ADD ALTERNATE #1

RISER MATERIAL TO MATCHTREADS, TYP.

EXTERIORDECKS DETAILS

-

A3.1

Sheet #:

Drawn By:Project #:

Sheet Description:



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GENERAL NOTES:

1. FACTORY PREFINISHED FIBERGLASS ENTRY DOORS SHALL BE THERMA-TRU: SMOOTH STAR SERIES OR APPROVED EQUAL, SEE DOOR ELEVATION, COLOR TO BE WHITE2. ENTRY DOORS SHALL BE PREHUNG ON ROT RESISTANT FRAMES WITH HINGES (SATIN CHROMIUM PLATED), MILL COMPOSITE ADJUSTABLE SILL, SWEEPS & FULL WEATHER STRIPPING3. PROVIDE THRESHOLDS AT ALL DOORS4. PROVIDE (2) KEYS PER DOOR5. ALL ENTRY LOCKSETS & DEADBOLTS SHALL BE KEYED TO EACH DOOR6. ENTRY DOORS TO HAVE 1x4x5

4" FLAT PVC TRIM WITH INTEGRAL J CHANNEL, COLOR TO BE WHITE, FASTEN WITH CORTEX CONCEALED FASTENING SYSTEM7. HOLLOW METAL LOUVER DOOR TO HAVE 5/4X4 PVC TRIM WITH INTEGRAL DRIP EDGE/STARTER STRIP, COLOR TO BE WHITE,8. STORM DOORS SHALL BE BY LARSON MANUFACTURING OR APPROVED EQUAL, COLOR TO BE WHITE9. ALL NEW DOOR HARDWARE TO BE SATIN CHROMIUM PLATED10.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 SCHEDULE2

SCALE: N.T.S.

INDICATES EXISTING

INDICATESREQUIRED WORK

INDICATES REUSERELOCATED EXISTING

FIRECODE

HARDWARE-SEE SPECIFICATIONS

LEVER

HAND

LES (AD

A C

OM

PLIA

NT)

KIC

K PL

ATE

S

AC

CES

SIB

LE T

HRES

HO

LD

DEL

AYE

D A

CTI

ON C

LOSER

180° SWING

SEL

F-C

LOSIN

G H

ING

ES

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 3'-0" x 6'-8" STORM DOOR W/ SELF STORING WINDOW & SCREEN, SEE ON DOOR ELEVATIONS- -

3

ALF-1SD-1

PROVIDE NEW FIBERGLASS ENTRY DOOR WITH LOCKSET & DEADBOLT, SEENOTES BELOW

STORM DOOR

3'-0" x 6'-8" ROTRESISTANT H-1 J-1FB-1FRONT ENTRY DOOR

4

PRIV

AC

Y LO

CKS

ET

REAR ENTRY DOOR 2'-10" x 6'-8" ROTRESISTANTFB-2

S-1

- -- -

H-1 J-1 S-1

FLO

OR S

TOP

DUAL

POIN

T LO

CKI

NG

SYS

TEM

(NO

KEY

)

PROVIDE NEW FIBERGLASS ENTRY DOOR WITH LOCKSET & DEADBOLT, SEENOTES BELOW

ELEC

TRIC

STR

IKE

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

COORDINATEHANDING WITHFLOOR PLANS

SEE DOOR SCHEDULE

FB-2

1" TEMPEREDINSULATED

GLAZING WITHLOW-E, TYP.

SEE

DO

OR S

CHED

ULE

EXTERIOR: 5/4x4 PVCTRIM WITH INTEGRALJ-CHANNEL @ JAMB,DRIP EDGE/STARTERSTRIP @ HEAD,COLOR TO BE WHITEINTERIOR: NEW 2 12"INTERIOR DOOR TRIMCASING, ANDEXTENSION JAMBS.PATCH & REPAINT WALLAS REQUIRED

KICK PLATES ATEXTERIOR OFALL DOORS,

FINISH TOMATCH DOOR

HARDWARE

FB-1


INSULATED STEEL /FIBEREGLASSPREFINISHED ENTRYDOOR TO BE THERMATRU SMOOTH STARMODEL #S262 ORAPPROVED EQUAL,COLOR TO BE WHITE

W/ PEEP HOLE

1 2'-10" x 6'-8" STORM DOOR W/ SELF STORING WINDOW & SCREEN, SEE ON DOOR ELEVATIONS- -SD-1STORM DOOR - -- -

SEE DOOR SCHEDULE

SEE

DO

OR S

CHED

ULE

KICK PLATES AT EXTERIOROF ALL DOORS, FINISH TOMATCH DOOR HARDWARE


1" TEMPEREDINSULATED GLAZING

WITH LOW-E, TYP.

EXTERIOR: 5/4x4 PVCTRIM WITH INTEGRALJ-CHANNEL @ JAMB,DRIP EDGE/STARTERSTRIP @ HEAD,COLOR TO BE WHITEINTERIOR: NEW 2 12"INTERIOR DOOR TRIMCASING, ANDEXTENSION JAMBS.PATCH & REPAINT WALLAS REQUIRED

FIBEREGLASSPREFINISHEDENTRY DOOR TOBE THERMA TRUSMOOTH STARMODEL #S269OR APPROVEDEQUAL, COLORTO BE WHITE

2'-0

"1

0"

6"

SEE

DO

OR S

CHED

ULE

SEE DOOR SCHEDULE

6"

6"

2'-0

"

HM-1

5 PROVIDE HOLLOW METAL LOUVER DOOR WITH LOCKSET & DEADBOLT, SEENOTES BELOWBASEMENT DOOR 3'-0" x 6'-8" HM-1 HMF-1 H-2 J-2 S-2

ALF-1

5/4x4 PVC TRIM WITHINTEGRAL DRIPEDGE/STARTER STRIP@ HEAD, COLOR TOBE WHITE

HOLLOW METALLOUVER DOOR,COLOR TO BEWHITE

H-1

V.I.F.

NEW VINYL SIDING. SEE SPECIFICATIONS.

NEW 2 12" INTERIOR DOOR CASING,PATCH & REPAINT WALL AS REQUIRED

EXISTING EXTERIOR WALLCONSTRUCTION TO REMAIN

H-2

AIR & MOISTURE BARRIER

PROVIDE FULL PERIMETER CAULK JOINTMEMBRANE FLASHING LAPPED OVER NAILINGFLANGE @ FULL PERIMETER OF DOOR

SHIM DOOR AS REQ'D

5/4X4 PVC TRIM WITH INTEGRALDRIP EDGE/STARTER STRIP, SEEDOOR ELEVATIONSNEW PRE-FINISHEDFIBERGLASS ENTRY DOOR

MINIMAL EXPANDING FOAM INSULATION

DOOR. SEE DOORSCHEDULE FOR DETAILS

NEW CONT. 8" CMU BONDBEAM REINFORCED W/ (1) #5HORIZONTAL CONT.

ANCHOR FRAME PERMANUF. REQUIREMENTSAND RECOMMENDATIONS

HOLLOW METALFRAME, SEE SCHEDULE

2"

SEE DOOR SPEC.

2"

2"

(2) ∠4"X312"X 516" LLV X 4'-8"

LONG GALVANIZED LINTELS(MIN. 8" BEARING EACH END

5/4X4 PVC TRIM WITHINTEGRAL DRIP EDGE/STARTERSTRIP, SEE DOOR ELEVATIONS

CAULK, BOTH SIDES, TYP.SHIM AS REQUIRED

SEE WALL SECTION ANDSTRUCTURAL DRAWINGS.

FLASHING

34" POLYISOCYANURATE INSULATIONPT 1X4 PERIMETER BLOCKING

NEW STORM DOOR

PT 1X4 BLOCKING AROUNDDOOR PERIMETER

AIR ANDMOISTURE

BARRIERNEW VINYL

SIDING

34" POLYISOCYANURATEINSULATION

S-1

NEW FIBERGLASS DOOR. SEEDOOR SCHEDULE

MANUFACTURES SILL. INSTALLPER MANUFACTURESINSTALLATION INSTRUCTIONS

NEW STORM DOOR

CAULK UNDER THRESHOLDWITH MANUFACTUREAPPROVED CAULK

NEW FLOOR CONSTRUCTION.SEE STRUCTURAL DRAWINGS

NEW WOOD LANDINGPATCH & REPAIR

FLOORING,PROVIDE

ALUMINUMTRANSITION

STRIP ASREQUIRED

CAULK

FULL PERIMETERWEATHER STRIPPING

J-1

SHIM DOOR AS REQ'D

NEW PRE-FINISHED FIBERGLASSENTRY DOOR

V.I.

F.

NEW 2 12" INTERIOR DOOR CASING,PATCH & REPAINT WALL AS REQUIRED


PROVIDE FULL PERIMETER CAULK JOINT

NEW VINYL SIDING, SEE SPECIFICATION.

54 x 4 PVC DOOR CASING W/ BUILT IN JCHANNEL, SEE DOOR ELEVATION


J-2 34" POLYISOCYANURATE INSULATION

MEMBRANE FLASHING LAPPED OVER NAILINGFLANGE @ FULL PERIMETER OF DOOR

MASONRY WALL,SEE WALL TYPES

HOLLOW METAL FRAME

DOOR. SEE DOORSCHEDULE FOR DETAILS

2"

2"

1 2"

SEE

STR

UCTU

RAL

DW

GS

2"5

8"

HOLLOW METAL FRAME ANCHORUSED AT NEW CONSTRUCTION-INSTALL PER MANUFACTURESREQUIREMENTS ANDRECOMMENDATIONS

GROUT FILL HOLLOWMETAL FRAME AS WALLIS ERECTED


NEW STORM DOOR

1"

CEDAR LATTICE WITH PTSTUDS, SEE DTL. 5/A6.0NEW CEMENTITIOUSCOATING @ CMU, TYP.

DOOR DETAILS3

SCALE: N.T.S.

S-2

1/2

" MAX.

ALUMINUM SADDLE THRESHOLD, TYP.

FLOOR FINISH, SEE FINISH SCHEDULE

FRAME WIDTH

CONTINUOUS SEALANT@ CONTACT POINTS, TYP.

ALF-1

FB-1

HM-X HOLLOW METAL (DOOR MATERIAL)

FIBERGLASS (DOOR MATERIAL)

ALUMINUM (FRAME MATERIAL)

AL-X ALUMINUM (DOOR MATERIAL)

HMF-1 HOLLOW METAL (FRAME MATERIAL)

A4.0

34" = 1'-0"

DOORELEVATIONS,SCHEDULE &

DETAILS

Sheet #:

Drawn By:Project #:

Sheet Description:



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WINDOW ELEVATIONS1

SCALE: 3 4" = 1'-0"

WINDOW SCHEDULE & NOTES2

SCALE: N.T.S.

HEADDETAIL

WINDOW SIZE(WxH)TYPE

C

B

H-1

WIN

DO

W ID

2'-0" x 4'-3"

STA

TIO

NARY

OPE

RABLE

DETAIL NUMBER

S-1

SILLDETAIL

JAMBDETAIL

J-1

NOTES

WINDOW SCHEDULEGENERAL 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

H-1 S-1 J-1

H-1 S-1 J-1

2'-4" x 4'-3"

2'-8" x 4'-3"

D 2'-4" x 3'-3"

BCD

H-2 S-2 J-2

(2) DOUBLE HUNG WINDOW UNITS WITH COMMON JAMB

E

E

DOUBLE HUNG WINDOW

DOUBLE HUNG WINDOW

DOUBLE HUNG WINDOW

DOUBLE HUNG WINDOW

H-1 S-1 J-1

1'-8" x 3'-3"

2'-0"VERIFY IN FIELD

2'-0"VERIFY IN FIELD

4'-2"

VERIFY IN FIELD

2'-4"

VERIFY IN FIELD

2'-4"

VERIFY IN FIELD

8'-2"

VERIFY IN FIELD

4'-8"

VERIFY IN FIELD

A

2'-8"

VERIFY IN FIELD

2'-4"

VERIFY IN FIELD

4'-3

"

VER

IFY

IN F

IELD

4'-3

"

VER

IFY

IN F

IELD

4'-3

"

VER

IFY

IN F

IELD

3'-3

"

VER

IFY

IN F

IELD

3'-3

"

VER

IFY

IN F

IELD

1'-8"

V.I.F

CASEMENT WINDOW

H-1A 4'-2" x 4'-3" S-1 J-1PICTURE

H-1 S-1 J-1DOUBLE HUNG WINDOW 2'-0" x 4'-3"

3'-4"

VERIFY IN FIELD1'-8"

V.I.F

(2) CASEMENT WINDOW UNITS WITH COMMON JAMB

FACTORY MILLED UNIT

A5.0

34" = 1'-0"

WINDOWELEVATIONS& SCHEDULE

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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 ROUNDED EDGE

PAINT WALLS AS REQUIRED AFTERNEW WINDOWS ARE INSTALLED

PRIME & PAINT NEW TRIM, EXTENSION JAMS,SILL & APRON, SEE FINISH SCHEDULE

CAULK


SHIM WINDOW AS REQ'D



NEW VINYL WINDOW UNIT, SEEELEVATIONS & WINDOW SCHEDULE

EXTENSION JAMB,FIELD VERIFY WIDTH

PATCH & REPAIRWALL AS REQUIRED

AFTER NEW WINDOWIS INSTALLED

PRIME & PAINT NEWTRIM, EXTENSION

JAMS, SILL & APRON,SEE FINISH SCHEDULE

NEW 2 12" INTERIOR WINDOW CASING

CAULK




NEW VINYL WINDOW UNIT, SEEELEVATIONS ON WINDOW SCHEDULE

WINDOW SILL, WITHROUNDED EDGE,

FIELD VERIFY WIDTH

CAULK

PAINTS WALLS ASREQUIRED AFTER

NEW WINDOWS AREINSTALLED



NEW 2 12" INTERIORWINDOW CASING


CAULK

WINDOW DETAILS1

SCALE: 3" = 1'-0"

J-1

S-1

H-1CAULK


WINDOW SCREEN

WINDOW SCREEN


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 PLUGSNEW 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

CAULK



54 X 4 PVC WINDOW SURROUND (SIMILARTO WS-2 PRODUCT BY TRIM SOLUTIONS,LLC) SECURE TO BUILDING WITH CORTEXHIDDEN FASTENING SYSTEM FOR PVCTRIM WITH PVC PLUGS


WINDOW SILL, WITHROUNDED EDGE

PAINT WALL ASREQUIRED AFTERNEW WINDOW IS

INSTALLED




CAULK

NEW VINYL SIDING, SEE SPEC.




54 X 4 PVC WINDOW SURROUND (SIMILARTO WS-2 PRODUCT BY TRIM SOLUTIONS,LLC) SECURE TO BUILDING WITH CORTEXHIDDEN FASTENING SYSTEM FOR PVCTRIM WITH PVC PLUGS



PAINT WALLS AFTERNEW WINDOW IS

INSTALLED




CAULK






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


WINDOW SILL, WITHROUNDED EDGE,

FIELD VERIFY WIDTH

CAULK

PAINT WALL ASREQUIRED AFTERNEW WINDOW IS

INSTALLED





NEW VINYLSIDING, SEE SPEC.


CAULK

J-2

S-2

H-2

CAULK


WINDOW SCREEN

WINDOW SCREEN

WINDOW SCREEN




1X4 BLOCKING AT WINDOW PERIMETER

212"

INTERIOR WINDOW CASING2

SCALE: 3" = 1'-0"

1X4 PERIMETER BLOCKING



EXISTING EXTERIORWALL CONSTRUCTION

TO REMAIN 1X4 PERIMETER BLOCKING

AIR AND MOISTURE BARRIER

NEW VINYL SIDING


34" POLYISOCYANURATE INSULATIONAIR AND MOISTURE BARRIER

212"

1"

34"

212"

212"

V.I.F.

V.I.

F.V.I.

F.

212"

EXTENSION JAMB

WINDOW NOT SHOWN

A5.1

3" = 1'-0"

WINDOWDETAILS

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FOUNDATION WALLSEE STRUCTURAL

DRAWINGS

(2) 2X6 PRESSURETREAT SILL PLATE.

34" APA RATED SHEATHING

FASTENED TO FRAMINGW/ 10d COMMON NAILS

@ 6" O.C. MAX.

EXISTING WALL FRAMINGAND EXTERIOR SHEATHING.REPLACE ALL DAMAGESHEATHING

CLOSE CELL SPRAYFOAM INSULATION, INFILL

ENTIRE CAVITY.

VINYL STARTER STRIP

VINYL SIDING, COLORAND PROFILE CHOSENBY OWNER ANDARCHITECT.

MOISTURE BARRIER

12" GYPSUM BOARDAND R-15 BATT INSULATIONSTARTING AT FINISH FLOOR

TO 4'-0" ABOVE FINISHFLOOR

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

VINYL SIDING, COLOR ANDPROFILE CHOSEN BY OWNERAND ARCHITECT.

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

EXISTING ROOF STRUCTURE

EXISTING FRAMING ANDSHEATHING.MOISTURE BARRIER

1X PVC FASCIA. COLOR TOBE WHITE.

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

TYPICAL DOWNSPOUT & SPLASH PAD

VARIES

GENERAL NOTE:TYPICAL AT ALL DOWNSPOUT CONDITIONS

OPEN SLATE CEDAR BOARD LATTICEADD ALTERNATE #1 1

2

3

4

5

DOWNSPOUT. SEE ROOFPLAN KEY NOTES

FRONT VIEW

FLOAT SLOTS

1'-414"

R.O.

SIDE VIEW

VENT DOOR

LINE OF BUILDING EXTERIOR, TYPICAL

NEW DOWNSPOUTS, COLOR TO BE WHITE

NEW SPLASH BLOCK

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

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 VIEWGENERAL NOTE:REFER TO MANUFACTURES INSTALLATIONINSTRUCTIONS FOR PROPER INSTALLATION.

54 X 4 PVC TRIM W/ RABBETEDEDGE, INSTALL UNDERSILL ASNEEDED

1-1/4" x18" 1.3E LSLRIM BOARD (CONT.)

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

JOIST W/ (6) 10d X 112"

COMMON NAILS ONVERT. AND HORZ. LEGS 3

"

814"

R.O

.

1-3/4" x18" LVLs @16" O.C. MAX

12" EXTERIOR GRADE

PLYWOOD SHEATHING.

OR WITHINMASONRY

COURSING.

"F" CHANEL @ BUILDING,CONTRACTOR TO ENSUREVENTING IS NOT OBSTRUCTED


PT 1X4 BLOCKING

34" POLYISOCYANURATEINSULATION

CEDAR BOARD,BOARDS TO WRAP

CORNER

258"

212"

OPEN SPACE

PT STUD

CONC FOUNDATION

GRADE

SEE DTL 5/A6.0 FORCEDAR LATTICE DETAIL

ALUMINUM DRIP EDGE

MISCELLANEOUSDETAILS

A6.0Sheet #:

Drawn By:Project #:

Sheet Description:



Issue Dates:

NO

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ON

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N

ISSUE

D FO

R R

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IEW

ON

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HA

BIL

ITA

TIO

N/

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TR

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:

25 J

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MPMQA 1346-18

FEBRUARY 6, 2015

SH

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PP

LIC

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T #

1224

as noted

QUISENBERRY ARCARI - Connecticut · 1.electrical drawings are intended to be used for schematic...

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