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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
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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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www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
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LIVING ROOMDINING ROOM
CLOSET
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DECK
DNBEDROOM
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www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
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S.A.L.
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Drawn By:Project #:
Issue Dates:
QA1346/17
MAY 1, 2015
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CRAWL SPACE
CRAWL SPACE
Sheet #:
Sheet Description:
S.A.L.
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Drawn By:Project #:
Issue Dates:
QA1346/17
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CRAWL SPACE
CRAWL SPACE
Sheet #:
Sheet Description:
S.A.L.
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Drawn By:Project #:
Issue Dates:
QA1346/17
MAY 1, 2015
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DN
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 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
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.
SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEE
PLANS FOR NEW VENT OPENINGS
REMOVE AND DISPOSE OFEXISTING STAIR ASSEMBLYONLY.
REMOVE AND DISPOSEOF EXISTING HEATERAND ALL ELEMENTSPERTAINING TO IT.
REMOVE AND DISPOSE OFEXISTING GYPSUM BOARDCEILING AND INSULATIONTHROUGHOUTBASEMENT
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
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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
REMOVE AND DISPOSE OFEXISTING ROOFING ASSEMBLYIN ITS ENTIRETY
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
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.
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
OF
WO
RK
REMOVE AND DISPOSE OFEXISTING ROOFING ASSEMBLYIN ITS ENTIRETY
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
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MAY 1, 2015
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'
FIN. FLOOR FIRST LEVELELEV: 10.9'
FIN. FLOOR BASEMENT LEVELELEV: 4.3'
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
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 DECK REMOVAL
SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEEPLANS FOR NEW VENT OPENINGS
SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEEPLANS FOR NEW VENT OPENINGS
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
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EAST ANDWEST
DEMOLITIONELEVATIONS
AD2.0
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.
FIN. FLOOR FIRST LEVELELEV: 10.9'
FIN. FLOOR BASEMENT LEVELELEV: 4.6'
FIN. FLOOR SECOND LEVELELEV: 18.4'
FIN. FLOOR FIRST LEVELELEV: 10.9'
FIN. FLOOR BASEMENT LEVELELEV: 4.6'
FIN. FLOOR SECOND LEVELELEV: 18.4'
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 OFEXISTING BASEMENT WINDOWASSEMBLY IN IT ENTIRELY.PREPARE OPENING TO RECEIVENEW WORK.
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
SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEEPLANS FOR NEW VENT OPENINGS
SAWCUT NEW VENT OPENING INFOUNDATION WALL (MAXIMUM16" WIDTH; MINIMUM 16" OFCONCRETE TO REMAIN OVERNEW OPENING), TYPICAL. SEEPLANS FOR NEW VENT OPENINGS
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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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.
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.
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.
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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1479
MAY 1, 2015
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
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.
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.
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.
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
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.
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
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
NO
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1479
MAY 1, 2015
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
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.
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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SECONDFLOORPLAN
A1.2
FIN. FLOOR FIRST LEVELELEV: 11.1'
FIN. FLOOR BASEMENT LEVELELEV: 4.8'
FIN. FLOOR SECOND LEVELELEV: 18.6'
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"
FIN. FLOOR FIRST LEVELELEV: 11.1'
FIN. FLOOR BASEMENT LEVELELEV: 4.8'
FIN. FLOOR SECOND LEVELELEV: 18.6'
ELEV: 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
76
5
A
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 ALLABATEMENT INFORMATION.
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.
REFER TO A3.0 FOR ROOF INFORMATION
REFER TO A4.0 FOR DECK INFORMATION
REFER TO A5.0 FOR MISCELLANEOUS DETAILS
REFER TO A6.0 FOR DOOR INFORMATION.
REFER TO A7.0 FOR WINDOW INFORMATION.
NEW CONCRETE PERIMETERFOUNDATION WALL. NEW FOUNDATIONFOOTPRINT TO MATCH EXISTING.CONTRACTOR TO VERIFY IN FIELD EXACTFOUNDATION SIZE PRIOR TOINSTALLATION. SEE STRUCTURALDRAWINGS.
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, 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
11REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FOUNDATION, FLOORFRAMING AND OTHER ADDITIONALDETAILS.
9
REFER TO MEP DRAWINGS FOR ALLINFORMATION PERTAINING TO THECONNECTING OF POWER, STORM,SANITARY LINES, ETC..
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
TITLE BLOCK
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.
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
NEW LANDING HEIGHTTO ALIGN WITH EXISTINGHEIGHT DECK. GC TOVERIFY IN FIELD.
17
'-91 8
"
17'-9
1 8"
99
9
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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EAST ANDWEST
ELEVATIONS
A2.0
FIN. FLOOR FIRST LEVELELEV: 11.1'
FIN. FLOOR BASEMENT LEVELELEV: 4.8'
FIN. FLOOR SECOND LEVELELEV: 18.6'
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
NORTH ELEVATION1
SCALE: 14" = 1'-0"
SOUTH ELEVATION2
SCALE: 14" = 1'-0"
FIN. FLOOR FIRST LEVELELEV: 11.1'
FIN. FLOOR BASEMENT LEVELELEV: 4.8'
FIN. FLOOR SECOND LEVELELEV: 18.6'
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
6
6
3
99
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 ALLABATEMENT INFORMATION.
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.
REFER TO A3.0 FOR ROOF INFORMATION
REFER TO A4.0 FOR DECK INFORMATION
REFER TO A5.0 FOR MISCELLANEOUS DETAILS
REFER TO A6.0 FOR DOOR INFORMATION.
REFER TO A7.0 FOR WINDOW INFORMATION.
NEW CONCRETE PERIMETERFOUNDATION WALL. NEW FOUNDATIONFOOTPRINT TO MATCH EXISTING.CONTRACTOR TO VERIFY IN FIELD EXACTFOUNDATION SIZE PRIOR TOINSTALLATION. SEE STRUCTURALDRAWINGS.
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, 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
11REFER TO STRUCTURAL DRAWINGSFOR ALL INFORMATION PERTAINING TOTHE NEW FOUNDATION, FLOORFRAMING AND OTHER ADDITIONALDETAILS.
9
REFER TO MEP DRAWINGS FOR ALLINFORMATION PERTAINING TO THECONNECTING OF POWER, STORM,SANITARY LINES, ETC..
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
REFER TO A3.0 FORROOF DETAILS
REFER TO A3.0 FORROOF DETAILS
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
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.
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
NEW LANDING HEIGHTTO ALIGN WITH EXISTINGHEIGHT DECK. GC TOVERIFY IN FIELD.
17'-9
1 8"
17'-9
1 8"
9
99
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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1479
MAY 1, 2015
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
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E O
F FL
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RAM
ING
WALL SECTION AT NEW ADDITION1
SCALE: 3 4" = 1'-0"
TITLE BLOCK
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.
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
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"
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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MAY 1, 2015
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
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.
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
ROOF PLAN
14" = 1'-0"
A3.0Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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4
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4
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:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
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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
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.
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
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
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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.
1" X 512" X COMPOSITE
DECKING, TREX OR EQUAL.SEE SPECIFICATIONS
4x4 2 PIECE VINYL POST SKIRT.OWNER TO SELECT FROM
MANUFACTURE SELECTION.
(2) 12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZED
WASHERS
(2) 12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZED
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.
4x4 2 PIECE VINYL POST SKIRT.OWNER TO SELECT FROM
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.
4x4 2 PIECE VINYL POST SKIRT.OWNER TO SELECT FROM
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.
HOT DIPPED GALVANIZED4X4 POST ANCHOR
EXISTING HOUSE
FRO
ST
DEP
TH
FRO
ST
DEP
TH
FRO
ST
DEP
TH
2X10 PRESSURE TREATEDRIM JOIST
(2) 2X12 PRESSURETREATED STRINGER
2X10 PRESSURE TREATEDRIM JOIST
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
(2) 12" DIAMETER GALVANIZEDTHRU-BOLT WITH GALVANIZED
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
HOT DIPPED GALVANIZED4X4 POST ANCHOR
2X6 PRESSURE TREATEDKICKER BOARD
HOT DIPPED GALVANIZED4X4 POST ANCHOR
7" T
YP.
11" TYP.
1" TYP.
2X12 PRESSURE TREATEDSTRINGER @ 16" O.C. MAX
1" X 512" X COMPOSITE
DECKING, TREX OR EQUAL.SEE SPECIFICATIONS
2X12 PRESSURE TREATEDRIM JOIST
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"
2X12 PRESSURE TREATEDSTRINGER @ 16" O.C. MAX
(2) 2X12 PRESSURETREATED STRINGER
2X12 PRESSURE TREATEDSTRINGER @ 16" O.C. MAX
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
1" X 512" X COMPOSITE
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
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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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
Sheet #:
Drawn By:Project #:
Sheet Description:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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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
COORDINATEHANDING WITHFLOOR PLANS
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
COORDINATEHANDING WITHFLOOR PLANS
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
COORDINATEHANDING WITHFLOOR PLANS
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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Sheet Description:
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MAY 1, 2015
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 PRE-HUNG WOOD DOORSEE DOOR SCHEDULE.
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
NEW PRE-HUNG WOOD DOORSEE DOOR SCHEDULE.
SHIM DOOR AS REQ'D
NEW PRE-HUNG WOOD DOORSEE DOOR SCHEDULE.
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
Sheet #:
Drawn By:Project #:
Sheet Description:
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Farmington, CT 06032
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MAY 1, 2015
A6.1
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
MEMBRANE FLASHING LAPPED OVER NAILINGFLANGE @ FULL PERIMETER OF WINDOW
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
MEMBRANE FLASHING LAPPED OVER NAILINGFLANGE @ FULL PERIMETER OF WINDOW
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:
www.qa-architects.comT (860) 677-4594F (860) 677-8534318 Main Street
Farmington, CT 06032
Issue Dates:
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1479
MAY 1, 2015
A7.0