general notes: 19-25 richmond hill road building

GENERAL NOTES:1. CONTRACTOR SHALL ADDITIONALLY INSURE THE ARCHITECT AND ITS CONSULTANTS. PROVIDE ARCHITECT

WITH ACORD INSURANCE CERTIFICATE PRIOR TO START OF CONSTRUCTION.

2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF THE STATE OF CONNECTICUT, ENERGY

CONSERVATION CODE, PLUMBING CODE, NATIONAL ELECTRIC CODE, LOCAL HEALTH DEPARTMENT

REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY AUTHORITIES HAVING JURISDICTION

A. SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM THE DRAWINGS OR IN THE

SPECIFICATIONS THAT INADVERTENTLY DOES NOT COMPLY WITH CODE, THE CONTRACTOR SHALL

BRING THE MATTER TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT BEFORE ANY

CONSTRUCTION AFFECTING THIS MATTER BEGINS.

B. SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN NON-COMPLIANCE WITH ANY CODE

WITHOUT CONSULTING BEFORE HAND, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR

CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND STATE CODES AND AT NO

ADDITIONAL COST TO THE OWNER, EVEN IF THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO

CALL OUT NON-COMPLYING SITUATIONS.

3. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN

ACCORDANCE WITH THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS

DETAILS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS. PATCH, REPAIR

AND FINISH OF ALL DISTURBED AREAS.

4. ALL ELECTRICAL, PLUMBING AND H.V.A.C. WORK SHALL BE DONE OR DIRECTLY SUPERVISED BY

SUBCONTRACTORS LICENSED TO WORK IN THE STATE.

5. WORK PERFORMED SHALL MEET OR EXCEED GUIDELINES PER RESIDENTIAL CONSTRUCTION PERFORMANCE

GUIDELINES AS PUBLISHED BY NAHB (NATIONAL ASSOCIATION OF HOME BUILDERS).

6. DIMENSIONS SHOWN ARE FROM STUD TO STUD, EXCEPT WHEN MEASURING FROM EXISTING WALLS IN

WHICH CASE DIMENSIONS START FROM FINISHED GYP. BD. OR SHEATHING.

7. ALL CONNECTORS IN PRESSURE TREATED WOOD SHALL BE G185 HOT-DIPPED GALVANIZED OR STAINLESS

STEEL.

8. VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND

DRAWINGSAND/OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR

CLARIFICATION. WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED.

9. INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS, SIZES AND

QUANTITIES. PLANS ARE FURNISHED TO INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK.

EXISTING CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED WORK AS DRAWN OR

SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER FOR RESOLVING. RELOCATIONS MUST

BE CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW REQUIREMENTS.

10. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY

ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS.

11. ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,

COLLAPSE, DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD

PRACTICE.

12. MANDATORY INSPECTIONS: MANDATORY INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE

AUTHORITIES HAVING JURISDICTION. VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN

RELATION TO THE EXISTING CONDITIONS.

13. GLAZING IN DOORS, SHOWER STALLS, FIXED PANELS, AND BATHTUB ENCLOSURES SHALL CONFORM TO THE

REQUIREMENTS OF THE STATE BUILDING CODE.

14. VENTILATION: PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE BUILDING CODE.

15. SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE WITH NFPA 72, STANDARD FOR

INSTALLATION AND MAINTENANCE AND USE OF HOUSEHOLD FIRE WARNING EQUIPMENT AND IN

ACCORDANCE WITH STATE BUILDING AND FIRE CODES.

16. ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE, ALL ELECTRICAL WORK SHALL

CONFORM TO NATIONAL ELECTRICAL CODE, AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS (ASHRAE)

STANDARDS.

17. PROVIDE CARBON MONOXIDE DETECTORS WITHIN 10' OF SLEEPING AREAS AND ADJACENT TO THE GARAGE.

18. THE TERM "PROVIDE" MEANS TO "FURNISH" AND "INSTALL".

19. THE TERM "FURNISH" MEANS TO SUPPY REQUIRED COMPONENTS AND DELIVER TO PROJECT SITE.

20. THE TERM "INSTALL" MEANS TO INSTALL ALL REQUIRED ITEMS.

INSULATION & ENERGY NOTES:PROVIDE BUILDING INSULATION AS REQUIRED BY CODE AND NOTED IN CONSTRUCTION

DOCUMENTS. INSULATION SHALL BE BY MEANS OF SPRAY FOAM INSULATION U.N.O. AND SHALL BE

INSTALLED AS FOLLOWS:

A. ALL NEW EXTERIOR STUD WALLS: - R-21 OPEN-CELL SPRAY FOAM INSULATION (OC-SPF).

B. EXTERIOR SIDES OF BASEMENT/CRAWLSPACE FOUNDATION: R-10 WARM-N-DRI BY TREMCO.

C. BELOW BASEMENT CONCRETE FLOOR SLAB: 2" R-10 RIGID INSULATION UNDER ENTIRE NEW FLOOR.

D. NEW ROOF RAFTERS: R-49 CLOSED CELL SPRAY FOAM INSULATION (CC-SPF) BETWEEN RAFTERS

OR R-38 CC-SPF BETWEEN ALL RAFTERS AND FULLY EXTENDED OVER TOP PLATES AT EAVES.

PROVIDE INTUMESCENT IGNITION BARRIER WHERE NOT COVERED WITH GYP. BD.

E. BACKSIDE OF RIM BOARDS: R-21 OPEN CELL SPRAY FOAM INSULATION (OC-SPF).

F. BACKSIDE OF DOUBLE HEADERS: FILL WITH CLOSED CELL SPRAY FOAM INSULATION.

G. FLOORS OVER UNHEATED SPACE: R-30 OC-SPF.

H. SUPPLY DUCTS SHALL BE SEALED & TESTED PER CODE.

I. HOT WATER PIPING: R-3 WHERE REQUIRED BY IECC R403.4.2.

J. ADDITIONAL ACOUSTIC ROXUL INSULATION AS SHOWN ON PLANS AND SECTIONS.

THE FOLLOWING SHALL APPLY TO THE VARIOUS INSULATION TYPES BEING USED.

1. OPEN CELL SPRAY FOAM (OC-SPF) INSULATION: ICYNENE CLASSIC LD-C-5 OR APPROVED EQUAL.

2. CLOSED CELL SPRAY FOAM (CC-SPF) INSULATION: DOW STYROFOAM RS SERIES OR APPROVED EQUAL.

SPF MUST MEET ICC-ES ACC377 APPENDIX X MODIFIED NFPA 286 TESTS FOR FLAMMABILITY.

3. ALL SPRAY FOAM WITHIN ATTICS AND CRAWLSPACES SHALL HAVE THERMAL/IGNITION BARRIER AS

REQUIRED BY CODE. IN UNFINISHED ATTICS AND OTHER SPACES WHERE INSULATION IS LEFT

EXPOSED, PROVIDE INTUMESCENT PAINT THERMAL BARRIER. IN FINISHED ATTICS, PROVIDE 1/2"

PAINTED GYPSUM BOARD.

4. BELOW GRADE RIGID INSULATION BOARD; TREMCO WARM AND DRI COMPOSITE DRAINAGE BOARD.

5. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND

APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH

ADJACENT CONSTRUCTION. COORDINATE WITH WORK OF OTHER SECTIONS.

CONTRACTOR SHALL MEET THE REQUIREMENTS OF 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/

STATE AMENDMENTS:

1. CONTRACTOR TO PROVIDE LISTING OF ENERGY CODE CRITERIA NEAR ELECTRICAL PANEL PER CODE.

2. THE BUILDING THERMAL ENVELOPE SHALL BE AIR SEALED WITH CAULK, GASKETS, WEATHERSTRIPPING

OR OTHER AIR BARRIER MATERIAL TO LIMIT INFILTRATION.

3. AIR SEALING VERIFICATION. AIR SEALING MUST BE VERIFIED BY EITHER (A) LESS THAN 7 ACH50

MEASURED INFILTRATION AS DETERMINED BY A BLOWER DOOR TEST OR (B) A COMPLETE AIR BARRIER

AND INSPECTION REPORT.

4. DUCT LEAKAGE. ALL DUCT SYSTEMS MUST BE SEALED AND MUST BE TESTED AT EITHER POST

CONSTRUCTION OR ROUGH-IN UNLESS THE ENTIRE SYSTEM IS WITHIN CONDITIONED SPACE.

5. CONTRACTOR SHALL MEET OTHER REQUIREMENTS OF THE 2015 IECC NOT LISTED ABOVE.

6. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS

7. BUILDING CAVITIES SHALL NOT BE USED FOR SUPPLY DUCTS.

M.E.P. DESIGN / BUILD NOTES1. THE FOLLOWING ITEMS SHALL BE COMPLETED BY THE CONTRACTOR AS DESIGN/BUILD ITEMS. THE

CONTRACTOR SHALL SPECIFY, SIZE, AND LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS

REQUIRED FOR A COMPLETE SYSTEM SUBJECT TO APPROVAL OF THE OWNER/ARCHITECT.

A. HVAC SYSTEMS. REFER TO FLOOR PLAN FOR GENERAL LOCATIONS FOR HVAC EQUIPMENT.

SYSTEMS SHALL BE EXPANDED OR MODIFIED AS REQUIRED TO ACCOMMODATE NEW LAYOUT.

A.A. PROVIDE HVAC SUITABLE TO MAINTAIN A 72 DEGREE INTERIOR TEMPERATURE WHEN THE

EXTERIOR TEMPERATURE IS BETWEEN 0 AND 90 DEGREES FAHRENHEIT.

A.B. SPECIFY ZONES RECOMMENDED; PROVIDE NEST TYPE PROGRAMMABLE THERMOSTATS

A.C. ALL FORCED AIR / HYDRO AIR SYSTEMS SHALL HAVE VARIABLE SPEED FANS

A.D. AIR-CONDITIONING SYSTEMS SHALL BE HIGH EFFICIENCY OZONE FRIENDLY MINIMUM 13 SEER

CONDENSING UNIT(S).

A.E. CONTRACTOR SHALL PROVIDE A RANGE OF HVAC OPTIONS APPROPRIATE FOR THE PROJECT

FOR OWNER'S CONSIDERATION.

A.F. EQUIPMENT SHALL BE SIZED ACCORDING TO AIR-CONDITIONING CONTRACTORS OF AMERICA'S

(ACCA) MANUAL J AND SECTION M1401.3 OF THE STATE BUILDING CODE. RULE-OF-THUMB

METHODS SHALL NOT BE USED.

A.G. PROVIDE FULL HOUSE HEAT RECOVERY VENTILATOR (HRV) SYSTEM. TIE INTO CONTROLS FOR

KITCHEN EXHAUST AND BATHROOMS.

A.H. ALL DUCT REGISTERS IN FLOORS SHALL BE STAINED OAK. ALL REGISTERS IN CEILINGS SHALL

BE TAPED-IN TYPE.

B. ELECTRICAL SYSTEMS. REFER TO ELECTRICAL PLANS FOR GENERAL LAYOUT OF FIXTURES AND

SWITCHING. PROVIDE OUTLETS PER CODE.

C. PLUMBING SYSTEMS. REFER TO FLOOR PLANS FOR GENERAL LOCATION OF PLUMBING FIXTURES.

19-25 RICHMOND HILL ROAD

19-25 Richmond Hill Road, New Canaan, Connecticut

SHEET NAME

DRAWING INDEX

NUMBERG-001 TITLE SHEET & NOTES

A-101

A-103

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

THE FOLLOWING IS A GENERAL LIST OF TYPICAL ARCHITECTURAL PLAN SYMBOLS & ALL ITEMS MAY NOT NECESSARILY BE INCLUDED IN THE DRAWINGS.

EXTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAIL

INTERIOR ELEVATIONS

INDICATES DETAIL NUMBER

SHEET NUMBER WHERE DETAIL IS DRAWN

NUMBER INDICATES ELEVATION

ARROW INDICATES DIRECTION TAKEN

INDICATES WALL SECTION NUMBER

INDICATES BUILDING SECTION LETTER

INDICATES DIRECTION OF CUTTING PLANE

STRUCTURAL NOTE

NUMBER INDICATES NOTE NUMBER

SEE PLAN

WORK POINT

CONTROL POINT

REVISION

INDICATES BELOW

INDICATES ABOVE

INDICATES CENTER LINE

TO BREAK-OFF PARTS

INDICATES STEP IN FL.

OF DRAWINGS

ELEVATION REFERENCE

INDICATES AREA REVISED

INDICATES REVISION NUMBER

SEE PROPOSED PLAN

NUMBER INDICATES PARTITION NUMBER

PARTITION TYPE

#

4"

1

XDRAWING NOTE

NUMBER INDICATES ELEVATION

ARROW INDICATES DIRECTION TAKEN

NUMBER INDICATES NOTE NUMBER

SEE DEMOLITION PLAN

DRAWING INDEX

SYMBOLS LEGEND

X

EXTERIOR ELEVATIONS - UNIT TYPE 1

A-002 SITE SECTIONS

G-002 SPECIFICATIONS

PRESUMPTIVE SOIL BEARING CAPACITY1. PRESUMED SOIL BEARING CAPACITUY IS 2,000PSF. SOILS ASSUMED TO BE SAND, SILTY SAND, CLAYEY SAND,

SILTY GRAVEL AND/OR CLAYEY GRAVEL . CONTRACTOR SHALL VERIFY IN FIELD.

CONSTRUCTION PLANS - UNIT TYPE 1A-102

ALTERNATES & ALLOWANCES

THE CONTRACTOR SHALL PROVIDE AS SEPARATE LINE ITEMS FROM THE BASE BID, THE FOLLOWING ALTERNATES WHETHER

THEY ADD OR SUBTRACT FROM THE BASE BID PRICE. ALTERNATE PRICES SHALL INCLUDE ALL FEES, INCLUDING OVERHEAD

OR PROFIT. IN THE CASE THAT THE ALTERNATE ELIMINATES COSTS, THOSE COSTS SHALL BE REFLECTED IN THE ALTERNATE

PRICE.

1. SEE BID SHEET FOR ALTERNATES.

04

.19

.20

19

IS

SU

ED

FO

RS

PE

CIA

L P

ER

MIT

VICINITY MAP:

SCALE: 1" = 200'

19-25

RICHMOND

HILL RD

TWO (2) EXST'G SINGLE FAMILY HOMES TO BE

DEMOLISHED AND TO BE REPLACED BY FOUR (4) NEW

SINGLE FAMILY HOMES ON COMBINED LOT

AERIAL CONTEXT MAP:

A-001 SITE PLAN

A-104A-105A-106A-107

E-102

CONSTRUCTION PLANS - UNIT TYPE 1


SECTIONS - UNIT TYPE 1

DOOR AND WINDOW SCHEDULES - UNIT TYPE 1

STRUCTURAL DETAILS - UNIT TYPE 1

ELECTRICAL PLANS - UNIT TYPE 1


BUILDING DEPARTMENT NOTES: PROPOSED CONSTRUCTION TYPE: V-B

PROPOSED OCCUPANCY CLASS: R-3

###

WINDOW KEY

BUILDING UNIT NUMBER

WINDOW NUMBER

WINDOW TYPE


DETAILS - UNIT TYPE 1

A-110

S-101E-101

XXXXXXXX

A-201

A-203EXTERIOR ELEVATIONS - UNIT TYPE 2

CONSTRUCTION PLANS - UNIT TYPE 2A-202

A-204A-205A-206A-207

E-202



SECTIONS - UNIT TYPE 2

DOOR AND WINDOW SCHEDULES - UNIT TYPE 2

STRUCTURAL DETAILS - UNIT TYPE 2




DETAILS - UNIT TYPE 2

A-210

S-201E-201

XXXXXX

A-301

A-303EXTERIOR ELEVATIONS - UNIT TYPES 3 & 4

CONSTRUCTION PLANS - UNIT TYPES 3 & 4A-302

A-304A-305A-306A-307

E-302

CONSTRUCTION PLANS - UNIT TYPES 3 & 4

EXTERIOR ELEVATIONS - UNIT TYPES 3 & 4

SECTIONS - UNIT TYPES 3 & 4

DOOR AND WINDOW SCHEDULES - UNIT TYPES 3 & 4

STRUCTURAL DETAILS - UNIT TYPES 3 & 4

ELECTRICAL PLANS - UNIT TYPES 3 & 4

ELECTRICAL PLANS - UNIT TYPES 3 & 4

CONSTRUCTION PLANS - UNIT TYPES 3 & 4

DETAILS - UNIT TYPES 3 & 4

A-310

S-301E-301

XXXXXX

FINISH SCHEDULE & MOLDING DETAILS - UNIT TYPES 3 & 4A-311

FINISH SCHEDULE & MOLDING DETAILS - UNIT TYPE 2A-211

FINISH SCHEDULE & MOLDING DETAILS - UNIT TYPE 1A-111

BLOCK APARTMENT BUILDING

KEEP 2 LOTS SEPARATE - B ZONE - 8' SET BACK

SINGLE FAMILY PER B ZONE REGS. - 8' SET BACK

ALT-01ALT-02ALT-03

XXX

41 North Main Street

Suite 101

Norwalk, Connecticut 06854

203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn

19-25 Richmond Hill Road

New Canaan, Connecticut

PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

G-001

TITLE SHEET,

NOTES, AND

SCHEDULES


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-000

EXISTING

CONDITIONS PLAN

1

EXISTING SURVEY

3/32" = 1'-0"

CL

S

7

5

°

19

'

W

1

2

4

MIN 200SF RECAREA

LAWNAREA

LAWN AREA

VISITORPARKING

15'-0"

24'-2

1

2

"

25'-0"

21'-0

"

25'-1

1

2

"

25'-0"

25'-0"

25'-0"

25'-8"

25'-4"

25'-0"

A A

B B

LINE OFEXISTING

HOUSE

LINE OFEXISTING

HOUSE

LINE OF15

RICHMONDHILL

APPROX.LINE OF

15RICHMOND

HILLGARAGe

9'-3

1

2

"

LINE OF EXISTINGSHARED DRIVEWAYEASEMENT

19'-8

1

2

"

MAX BUILDING HEIGHT

(MEAN/TOTAL)

REQUIREMENTS

ALLOWABLE /

REQUIRED

TOWN OF NEW CANAAN ZONING DATA

APARTMENT ZONE

MINIMUM REAR YARD

(FEET)

MINIMUM SIDE YARD

(FEET)

MINIMUM FRONT YARD

(FEET)

MINIMUM AREA

(SF)

15,000

25

25

25'

30' / 40'

25

21*

25

30'/35'-6"

22,839

MINIMUM WIDTH

PROPOSED/

PROVIDED

100' 120' +/-

MAX BLDG HEIGHT

PRE-EXISTING GRADE

N/A

N/A

MAXIMUM BLDG. COVERAGE

25%

(5709)

24.6%

(5640)

UNIT 1

UNIT 2

UNIT 3

UNIT 4

1252

1252

1568

1568

* reduction per new proposed regulations


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-001

ZONING PLAN

1

ZONING SITE PLAN

3/32" = 1'-0"

GARAGE SLAB

265.5

FIRST FLOOR

275.0

SECOND FLOOR

286.0

MID POINT ROOF

ATTIC FLOOR

295.5

270.3 AVGE GRADE

29'-9

3

8

"

10'-1

1

2

"

9'-6"

11

12

BASEMENT SLAB

266.5

FIRST FLOOR

276

SECOND FLOOR

287

MID POINT ROOF

ATTIC FLOOR

296.5

ASSUMED AVGE GRADE

29'-8

5

8

"

11'

9'-6"

NEWDRIVEWAY

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

19-25 RICHMOND HILL(QUINN)

15 RICHMOND HILL

29 RICHMOND HILL LLC

NEW RETAINING WALL ANDFENCE ON QUINN PROPERTY

LINE OFEXISTING

HOUSE

LINE OFEXISTING

HOUSE

LINE OFEXISTINGGRADE

EXISTING GRADETO REMAIN

UNCHANGED

LINE OF EXISTINGWALL TO BEREMOVED -

LOCATION VARIES

GARAGEUNIT 1

UNIT 1 GARAGEUNIT 4

SHAREDDRIVEWAY

12'-7"

29'-11"

20'-0"

33'-4"

9'-6"

10 5/8

12

10'-5

1

8

"

8'-4

5

8

"

11

12

8'-11

5

8

"

8'-4

1

8

"

PR

OP

ER

TY

LIN

E

29 RICHMOND HILL LLC

LINE OFEXISTING

HOUSE

EXISTING GRADETO REMAIN

UNCHANGED

LINE OF EXISTINGWALL TO BEREMOVED -

LOCATION VARIES

9'-6"

11'

28'-11

15

16

"

9'-6"

15 RICHMOND HILL

19-25 RICHMOND HILL(QUINN)

12'-7"

24'-11"

LINE OFEXISTING

HOUSE

MID POINT ROOF

ATTIC FLOOR

296.5

SECOND FLOOR

287

FIRST FLOOR

276

BASEMENT SLAB

266.5

ASSUMED AVGE GRADE

LINE OFEXISTINGGRADE

20'-0"

26'-3"

9'-6"

11'

9'

ASSUMED AVGE GRADE

ATTIC FLOOR

296.5

MID POINT ROOF

SECOND FLOOR

287.0

FIRST FLOOR

276.0

GARAGE SLAB

267.0


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-002

SITE SECTIONS

1

SITE SECTION

1/8" = 1'-0"

2

SITE SECTION

1/8" = 1'-0"

CONSTRUCTION PLAN NOTES

1. FOUNDATION WALL: REINFORCED CMU OR CAST-IN-PLACE CONCRETE WALL. SEE PLANS, SECTIONS, AND

DETAILS FOR SIZES AND REINFORCING. PROVIDE DAMP PROOFING, DRAINAGE MAT, FILTER FABRIC, AND RIGID

INSULATION PER DETAILS. PROVIDE 6" DIAMETER PERFORATED FOOTING DRAIN WITH 12" MIN. 1

1

2

" CRUSHED

STONE SURROUND WITH FILTER FABRIC. SET PIPE WITH PERFORATIONS FACING DOWN. PROVIDE SEPARATE 6"

PERIMETER ROOF GUTTER AND DOWNSPOUT STORM DRAINAGE PIPE ABOVE FOOTING DRAIN. COORDINATE

WITH DOWNSPOUT AND OUTLET LOCATIONS - DO NOT CONNECT WITH FOOTING DRAIN. PROVIDE THICKENED

SLAB EDGES AT GARAGE DOOR LOCATIONS.

2. CAST-IN-PLACE REINFORCED CONCRETE SPREAD FOOTINGS. SEE PLANS, SECTIONS, AND DETAILS FOR SIZES

AND REINFORCING.

3. BASEMENT SLAB: 4" CONCRETE SLAB WITH W.W.M. ON 15 MIL CONCRETE RATED VAPOR BARRIER (TAPE SEAMS)

OVER 6" COMPACTED 1

1

2

" CRUSHED STONE ON FILTER FABRIC ON COMPACTED FILL. SEE FINISH SCHEDULE

FOR FLOOR FINISH.

4. GARAGE SLAB: 4" AIR-ENTRAINED CONCRETE SLAB WITH W.W.F. OVER 4" GRAVEL ON COMPACTED FILL. SLOPE

FLOOR

1

8

" PER FOOT TOWARDS VEHICLE DOORS .

5. PORCH FOUNDATION WALL: REINFORCED CMU FOUNDATION WALL. SEE PLANS, SECTIONS, AND DETAILS FOR

SIZES AND REINFORCING. COORDINATE PERIMETER DRAINS AND PROVIDE PASSAGE FOR DRAIN PIPES AS

REQUIRED. FOUNDATION TO EXTEND MIN. 42" BELOW GRADE. PROVIDE ADDITIONAL FOUNDATION WITH STONE

FOR STEPS.

6. POSTS AT CORNERS TO BE BURIED IN CONCRETE OR FULLY GROUTED CMU CELLS MIN. 36" FOR LATERAL

SUPPORT.

7. 1" THICK DIMENSIONAL PENNSYLVANIA SELECT TRUEBLUE THERMAL BLUESTONE PORCH ON 4" AIR-ENTRAINED

CONCRETE SLAB WITH W.W.F. OVER 4" GRAVEL ON COMPACTED FILL. PROVIDE 2" EDGING. COORDINATE FINAL

STONE SELECTION WITH LANDSCAPE DESIGN.

8. 2" THICK TRUEBLUE THERMAL BLUESTONE STEPS W/ THINSTONE VENEER RISERS. MINIMUM TREAD DEPTH = 9".

MAXIMUM RISER HEIGHT = 8

1

4

"

9. 12" DEEP FOOTING WITH #4 REBAR EACH WAY AT 8" O.C. SEE PLAN FOR SIZE.

10. 12" DEEP CONT. FOOTING UNDER SLAB W/ (2) #4 CONT. IN MIDDLE THIRD OF FOOTING DEPTH AND #4 BARS AT 48"

O.C. ACROSS. SEE PLAN FOR WIDTH. PROVIDE 4" SCHEDULE 40 PVC PIPES THROUGH UNDER-SLAB FOOTING TO

ALLOW THE PASSAGE OF RADON GAS TO THE RADON REDUCTION SYSTEM. PROVIDE A MINIMUM OF TWO PIPES

WITH ADDITIONAL PIPES EVERY 10 FEET. DO NOT ALLOW CONCRETE TO ENTER PIPE.

11. PROVIDE PASSIVELY OPERATED RADON REDUCTION SYSTEM PER ASTM E1465-08A, FINAL LOCATION T.B.D. AT A

MINIMUM, THE SYSTEM SHALL INCLUDE A 3" SCHEDULE 40 PVC PIPE EXTENDING FROM BELOW THE SLAB UP

THROUGH THE ROOF. WHERE THE PIPE TERMINATES BELOW THE SLAB, PROVIDE AN ELBOW FITTING AND

SHORT EXTENSION OF PVC PIPE THAT IS COUPLED TO A 3" CORRUGATED & PERFORATED ADS PIPE AT LEAST 10

FEET LONG RUNNING UNDER THE SLAB. DO NOT ALLOW CONCRETE INTO PIPE. SEAL ALL SLAB PENETRATIONS

WITH POLYURETHANE SEALANT. TERMINATE PIPE 12" ABOVE THE ROOF, A MINIMUM OF 10 FEET AWAY FROM

ANY BUILDING OPENING THAT IS ON A PLANE LESS THAN 2 FEET BELOW THE DISCHARGE. PROVIDE

1

4

" RODENT

SCREEN ON DISCHARGE; DO NOT ELBOW DISCHARGE. LEAVE ROOM IN ATTIC FOR FUTURE ACTIVE SOIL

DEPRESSURIZATION FAN IF TESTS SHOW THAT THE RADON CONCENTRATION IS GREATER THAN 4 PICOCURIES

PER LITRE.

12. EXTERIOR WALL CONSTRUCTION: EXTERIOR CEDAR SHINGLES OVER

1

2

" ZIP WALL SYSTEM ON 2X6 WOOD STUDS

AT 16" O.C. AND

1

2

" GYP. BD. INTERIOR. PROVIDE MIN. R-21 OC-SPF INSULATION. SEE BATHROOM WALL NOTE

FOR INTERIOR SIDE OF BATHROOM WALLS.

13. CHIMNEY CONSTRUCTION: 2" THIN STONE VENEER OVER METAL LATH OVER KEEN DRIWALL RAINSCREEN 020-1

OVER TYVEK OVER ZIPWALL OVER 2X6 WOOD STUDS @ 16" O.C. PROVIDE WEEP SCREED AT BOTTOM OF STONE

ABOVE COPPER STEP FLASHING.

14. INTERIOR WALL CONSTRUCTION:

1

2

" GYPSUM BOARD ON 2X4 WOOD STUDS @ 16" O.C. UNLESS DIMENSIONED AS

2X6 OR OTHERWISE. PROVIDE CEMENT BOARD WHERE BACKING TILE.

15. BATHROOM WALL CONSTRUCTION: 2X4 WOOD STUDS AT 16" O.C. UNLESS DIMENSIONED AS 2X6. PROVIDE

1

2

"

PAINTED MOISTURE RESISTANT GYP. BD. ON BATHROOM SIDE AND

1

2

" PAINTED GYP. BD. ON OPPOSITE SIDE.

PROVIDE 3" ROXUL SAFE'N'SOUND INSULATION FOR ACOUSTIC SEPARATION. PROVIDE CEMENT BOARD WHERE

BACKING TILE.

16. BASEMENT PERIMETER FURRED WALL CONSTRUCTION:

1

2

" FIBERGLASS FACED GYPSUM BOARD ON 2X4 FRAMING

AT 16" O.C. PROVIDE PRESSURE TREATED SILL PLATE ON FLOOR AND PROVIDE

1

2

" GAP BETWEEN CONCRETE

WALL AND FRAMING. PROVIDE CLOSED CELL R-19 SPF INSULATION; FILL IN GAP. PROVIDE ROXUL SAFE'N'SOUND

INSULATION AT TOP OF WALL AND VERTICALLY AT 10 FOOT INTERVALS ALONG BACK OF WALL BETWEEN THE

FURRED WALL AND THE FOUNDATION WALL FOR FIREBLOCKING.

17. INTERIOR BASEMENT WALL CONSTRUCTION: SAME AS NOTE #13 EXCEPT USE FIBERGLASS FACED GYPSUM

BOARD. PROVIDE PRESSURE TREATED SILL PLATE ON CONCRETE FLOOR AND WHERE ATTACHING TO

CONCRETE WALL.

18. CASED OPENING TO MATCH ADJACENT DOOR HEIGHTS. SEE INTERIOR PACKAGE AND FINISH SCHEDULE.

19. PROVIDE

5

8

" TYPE X GYP. BOARD ON INTERIOR WALLS AND CEILING OF GARAGE.

20. 2" THICK THINSTONE VENEER APPLIED TO FOUNDATION WALL WHERE EXPOSED.

21. STAINED MAHOGANY GUARDRAIL AND/OR HANDRAIL W/ PAINTED CEDAR BALLUSTERS; SEE DETAILS.

22. PROVIDE STAINED MAHOGANY BEADBOARD CEILING IN BASKETWEAVE PATTERN.

23. WOOD STAIRS WITH 1" WHITE OAK TREADS AND

3

4

" PAINTED RISERS. STAIR TO MEET CODE REQUIREMENTS.

MAINTAIN MIN. 6'8" HEAD CLEARANCE. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO BUILDING STAIRS. MIN.

WIDTH OF STAIR = 36"; MAX RISER HEIGHT = 8

1

4

"; MIN. TREAD DEPTH = 9". PROVIDE NOSING BETWEEN

3

4

" AND 1

1

4

". LANDINGS FOR STAIRS SHALL MATCH WIDTH OF STAIRS (36" MIN.).

24. 2

1

4

" DIAMETER STAINED WOOD HANDRAIL AND/OR GUARDRAIL WITH BANISTERS AND NEWEL POSTS. HANDRAILS

AND GUARDRAILS SHALL MEET THE CODE REQUIREMENTS. HANDRAIL TO BE 1

1

2

" OFF WALL SURFACE, TYP.

T/RAIL TO BE +36" ABOVE TREAD NOSING. SEE INTERIOR DETAIL PACKAGE FOR FINAL RAIL DESIGN. CASED

OPENING TO MATCH ADJACENT DOOR HEIGHTS.

25. PROVIDE FULL HEIGHT TILE SHOWER & TUB WALLS OVER SCHLUTER KERDI WATERPROOFING MEMBRANE ON

1

2

"

CEMENT BACKER BOARD.

26. PROVIDE SITE BUILT SHOWER BASE USING SCHLUTER KERDI SYSTEM. UNMODIFIED PORTLAND CEMENT

THIN-SET MORTAR TILE OVER KERDI BONDED WATERPROOF MEMBRANE ON SLOPED PORTLAND CEMENT

MORTAR BED ON

1

2

" HARDIBACKER (OR EQUAL) BOARD BASE ON FLOOR. PROVIDE CURB WITH FULL MEMBRANE

OVER CURB. PROVIDE KERDI-DRAIN FLOOR DRAIN AND PLUMBING REQUIRED FOR SHOWER. PROVIDE STONE

SLAB ON CURB.

27. PROVIDE

1

2

" TEMPERED FRAMELESS STARPHIRE GLASS SHOWER DOOR & ENCLOSURE.

28. PROVIDE SHOWER NICHE. INSTALL TILE FURNISHED BY OWNER.

29. PROVIDE RECESSED HOOK-UP WITH BALL-TYPE MASTER VALVE FOR WASHER & DRYER. PROVIDE ELECTRICAL,

GAS (IF REQUIRED), AND PLUMBING HOOK-UP AND INSTALL APPLIANCES. PROVIDE WATERPROOF SHOWER TYPE

BASE WITH TILE FINISH AND HOSE TO WASTE OUTLET. PROVIDE SMOOTH METAL DUCT DRYER VENT TO

EXTERIOR. PROVIDE BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES.

30. DIRECT VENT GAS FIREPLACE. BASIS OF DESIGN TO BE TOWN AND COUNTRY MODEL TC36; FINAL MODEL TO BE

DETERMINED. PROVIDE METAL FLUE VENT TO TERMINATION ON ROOF. PROVIDE GAS LINE AND SHUT-OFF

VALVE PER CODE.

31. PROVIDE STONE HEARTH, WOOD MANTEL, AND STONE SLAB SURROUND.

32. PROVIDE WATER LINE TO REFRIGERATOR & FREEZER FOR ICE AND WATER MAKERS.

33. PROVIDE VENT TO EXTERIOR FOR RANGE HOOD. COORDINATE WITH FRAMING AND CABINETRY AS REQUIRED

TO HIDE DUCT. PROVIDE MAKEUP AIR AT A RATE EQUAL TO THE EXHAUST AIR RATE FOR HOOD SYSTEMS

CAPABLE OF EXHAUSTING GREATER THAN 400CFM.

34. PROVIDE SUPPLEMENTAL ELECTRIC MAT UNDERFLOOR HEATING SYSTEM. BASIS-OF-DESIGN SHALL BE

SCHLUTER DITRA-HEAT SYSTEM WITH DITRA UNCOUPLING AND WATERPROOFING MEMBRANE THROUGHOUT

FLOOR.

35. PROVIDE 6" ROXUL SAFE'N'SOUNDS INSULATION BETWEEN ALL CEILING JOISTS ABOVE KITCHEN, FAMILY ROOM,

AND DINING ROOM.

36. PAINTED BUILT-IN CABINETRY.

37. STONE COUNTERTOP.

38. PROVIDE CUSTOM CLOSET SYSTEM. PROVIDE DRAWINGS FOR OWNER REVIEW.

39. PROVIDE CLOSET ROD AND PAINT GRADE PLYWOOD SHELF WITH HARDWOOD EDGEBAND.

40. PROVIDE MULTIPLE SHELVES WITH HARDWOOD EDGEBAND IN CLOSET.

41. INCLINATOR ELEVETTE CABLE DRUM ELEVATOR; CAB STYLE #300 WITH UNFINISHED OAK FLOOR TO BE FINISHED

ON SITE.

#

GENERAL FLOOR PLAN NOTES

1. SEE BUILDING SECTIONS, WALL SECTIONS, AND DETAILS FOR BUILDING THERMAL INSULATION AND VAPOR BARRIER

REQUIREMENTS.

2. INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE TO PREVENT

CONDENSATION AND FOR SOUNDPROOFING.

3. ALL DOORS, WINDOWS, AND CASED OPENINGS SHALL HAVE CASINGS- CONFIRM FINAL CASING FINISH WITH

ELEVATIONS

4. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SHALL BE PROVIDED PER CODE.

5. COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD SPECS AND

DETAILS. ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER MANUFACTURER RECOMMENDED METHODS.

6. DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS, TYP.

7. PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES, BUILT INS, KITCHEN ISLAND, BATH

FIXTURES AND ALL COUNTERTOP LOCATIONS.

8. ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER.

9. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SHALL BE DONE ON A FULL "DESIGN BUILD" BASIS AND PROVIDED

PER CODE AND AS INDICATED ON DRAWINGS.

10. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE REQUIREMENTS,

HURRICANE CLIPS, TIES, STRAPS, HOLD DOWNS, ETC .

11. INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING ASSOCIATED PLUMBING AND

ELECTRICAL REQUIREMENTS. SEE ALLOWANCES FOR FURNISHING ITEMS.

12. PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN. SEE ALLOWANCES FOR FURNISHING ITEMS.

13. PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED. SEE ALLOWANCES.

POST SCHEDULE

CONNECTOR SCHEDULE

SHOWER

BEDROOMOR

OFFICE

BATHROOM

MECHROOM

MUDROOM

CLOSET CU

BB

IES

BASEMENTHALL

ELEV

2 - CARGARAGE

CLOSET

CL

EGRESSWELL

W11

002

001

006

009

008

007

010

012

011

005

004

003

C11

C12

E11

F12

F11

B14

108

B12

X12

B11

X11

B13

101

102

103

105

104

A11

B15

107

106

D11

FAMILYROOM

KITCHEN

PWDRROOM

FOYER

STAIRHALL

ELEV PANTRY

48"REF

DWTR

GASFIREPLACE

COVEREDENTRY

BU

ILT

INB

AN

QU

ET

TE

DESK

DININGROOM

48" RANGE

CL

UP

DN

COVEREDPORCH

11 7/8" #560 TJIAT 12" O.C.

PROVIDE 2X4 FLATSTRAPPING &

BRIDING/BLOCKINGBETWEEN JOISTS AT

8'-0" O.C. MAX

BEARING WALL

BEARING WALL

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(4) 11 78" LVL

(1)

11 7

8"

LV

L

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(3) 11 78" LVL

(4) 11 7 8" LVLWITH (2) 38" THICK

FLITCH PLATES

(3)

11 7

8" L

VL

UP

SE

T

11 7/8" #560 TJIAT 12" O.C.



8'-0" O.C. MAX

BEARING WALL

BEARING WALL

(4)

16"

LV

L U

PSE

TCANTILEVER FLOOR

JOISTS AT BAY WINDOW

(1)

11 7

8" L

VL

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(1)

9 1

4"

LV

L

(1) 9 14" LVL

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(1)

9 1

4"

LV

L

(1) 9 14" LVLBEARINGWALL

(1) 11 78" LVL

(1) 11 7 8" LVL

(2)

11 7

8"

LV

L

3

A-106

3

A-106

3

A-106

3

A-106

1

A-106

1

A-106

2

A-106

2

A-106

1

A-106

1

A-106

2

A-106

2

A-106

(3) P.T. 2X10

(2)

P.T

. 2X

10

(2)

P.T

. 2X

10

(2)

P.T

. 2X

10

(2)

P.T

. 2X

10

(2) P.T. 2X10

CUSTOM STEEL ANGLE BRACKETSBOLTED TO STEEL POSTS TO

UP

29'-6"

11'-5

1

4

"2'-1

3

4

"

4'-1

0

1 2

"

8"

22

'-0

"2

4'-1

1 2

"

46

'-1

1 2

"

3'-1

0

3 4

"5

'-2

1 4

"

8"

3'-9"

8'-7

1 4

"

15'-6

1

2

"

7'-1

1

4

"

1'-9

1 4

"

8"

8"

8'-3

"8

'-3

"

1'-7

3 4

"

3"

5'-0"

4

3

4

"

8'-6

1

2

"

29'-6"

46

'-1

1 2

"

22

'-0

"2

4'-1

1 2

"

5'-0"

23

'-3

1 2

"8

'-1

1

1 4

"1

1'-3

3 4

"

4"

1'-6" 1'-6"3'-8" 3'-8"

5'-0

1

2

"5'-0"3'-10

3

4

"

2'-4

1

2

" 12'-9

1

2

"

7'-7"3'-10"

4"

4"

5'-7

1 2

"

5

1 2

"

4"

7'-7

"

10

"

TY

P.

3'-1

"

4'-8

1 4

"

12

'-0

1 4

"4

'-6

1 4

"2

7'-9

"

5

1 2

"5

1 2

"

6'-1

1

4

"4'-7

3

4

"3'-10

3

4

"13'-0

3

4

"

6'-4

"

5

1 2

"

6'-6

"

10

"

TY

P.

3'-1

"

3'-1"

3'-1"

3'-0

1

2

"

4'-8

1 4

"

2'-2

1

2

"6'-4"3'-11

1

2

"

2'-0"

9'-4

"7

'-4

3 4

"

6'-9

1

2

"

1'-9

1 4

"

EQ.EQ.

4'-3

3 4

"

2'-8

1

4

"

1'-6" 11'-5

3

4

" 1'-6"

11

1

2

"

8'-0

1 2

"

10

"

10"

10

"

EG

RE

SS

TE

MP

ER

FA

LL

FA

LL

FA

LL

BEARING WALL

1

1

1

2

10

"

2

2

2

2

3

3

4

5

5

6

6

6

6

P.T

. 2X

10

AT

16"

O.C

.

P.T

. 2X

10

AT

16"

O.C

.

7

7

8

9

10

10

10

11

12

12

12

12

13

17

17

14

14

15

16

16

16

18

18

18 18

19

19

20

20

20

20

20

22

22

23

23

23

24

24

24

25

26

27

28

30

31

32

33

35

35

35

37

37

37

3737

37

37

37

36

36

3636

36

36

36

36

36

39

39

38

40

41

41


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-101

UNIT 1 -

BASEMENT /

FOUNDATION &

FIRST FLOOR

CONSTR. PLANS

1

BASEMENT & FOUNDATION PLAN

1/4" = 1'-0" 2

FIRST FLOOR PLAN

1/4" = 1'-0"





1

2

" CRUSHED






AND REINFORCING.


OVER 6" COMPACTED 1

1

2


FOR FLOOR FINISH.


FLOOR

1

8





FOR STEPS.


SUPPORT.






1

4

"













1

4

" RODENT



PER LITRE.


1

2


AT 16" O.C. AND

1

2







1

2




1

2

"


1

2



BACKING TILE.


1

2



1

2







CONCRETE WALL.


19. PROVIDE

5

8






3

4




1

4


3

4

" AND 1

1

4


24. 2

1

4



1

2





1

2

"




MORTAR BED ON

1

2



SLAB ON CURB.

27. PROVIDE

1

2









VALVE PER CODE.








FLOOR.


AND DINING ROOM.







ON SITE.

#



REQUIREMENTS.




ELEVATIONS
















POST SCHEDULE

CONNECTOR SCHEDULE

W D

205

201

203

209

210

207

206

211

202

204

Q11 Q12 Q13

S13

S12

S14

S11

T13

T12

T14

T11

P11

P12

P13

M11

M12

G11 G12

L11

K11

N12 N11

J12

J11

U11

U12

R12

R11

V11

K12

H11

208

TU

B36"

X 7

2"

BEDROOM#1

BEDROOM#2

MASTERBEDROOM

MASTERCLOSET#1

MASTERCLOSET#2

MASTERBATHROOM

LAUNDRY

STAIRHALL

W.I.C.

W.I.C.

SHAREDBATH

ELEV

SHOWER

SHOWER

BEDROOM#3

BATHROOM#2

302

301

W D

(2)

11 7

8" L

VL

(2) 11 78" LVL CANTILEVERED

2X

6 C

OL

LA

R T

IES

AT

16"

O.C

.

2X6 COLLAR TIESAT 16" O.C.

2X

6 C

OL

LA

R T

IES

AT

16"

O.C

.

(2)

2X

10

HE

AD

ER

(2)

2X

10

HE

AD

ER

(2) 2X10HEADER

2X4COLLARTIES AT16" O.C.



2X

4C

OL

LA

RT

IES A

T16"

O.C

.

2X

4C

OL

LA

RT

IES A

T16"

O.C

.

2X

4C

OL

LA

RT

IES A

T16"

O.C

.

2X

4C

OL

LA

RT

IES A

T16"

O.C

.

BEARING WALL

11 7/8" #560 TJIAT 12" O.C.

PROVIDE 2X4 FLAT STRAPPING &BRIDING/BLOCKING BETWEENJOISTS AT 8'-0" O.C. MAX

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

BEARING WALLBEARING WALL

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

BEARING WALL BEARING WALL

2X8 TRAY CLG.AT 16" O.C. 11 7/8" #230 TJI

AT 16" O.C.

11 7/8" #560 TJI AT 12" O.C.

(1)

11 7

8"

LV

L

(1)

11 7

8"

LV

L

(2) 11 7 8" LVL

(2) 11 7 8" LVL

OUTLINE OF TRAY CEILING

BEARING WALL

DNDN

UP

(1)

11 7

8" L

VL

(1)

9 1

4"

LV

L

LANDING SUPPORT

(1)

9 1

4"

LV

L

(2) 2X10HEADER

(2) 2X10HEADER

(2) 2X10HEADER

2X8 RAFTERSAT 16" O.C.



1

A-106

1

A-106

2

A-106

2

A-106

3

A-106

3

A-106

3

A-106

3

A-106

1

A-106

1

A-106

2

A-106

2

A-106

7'-3

3 4

"

E

Q

.

EQ

.

E

Q

.

1

3

5

°

1

3

5

°

12

'-0

1 4

"8

'-9

1 4

"8

'-1

1"

7'-0

1 4

"7

'-3

3 4

"

12

'-4

"

12'-3" 3'-5" 12'-4"

EQ

.E

Q.

7'-5"

3'-4"3'-10

3

4

"

4'-8

1 4

"

14'-0

3

4

"3'-7

1

2

"5'-3

3

4

"

6'-3

1

2

"

5'-0" HIGHKNEE WALL

5'-0"

HIG

HK

NE

E W

AL

L

5'-0" HIGHKNEE WALL

5'-0" HIGHKNEE WALL

5'-0"

HIG

HK

NE

E W

AL

L

5'-4" 3'-10

1

2

" 3'-7

1

4

" 3'-10

1

2

" 3'-7

1

4

" 3'-10

1

2

" 5'-4"

9'-2"

5

1

2

"

5"

12

'-4

"

10

'-3

"

4'-1

0"

4'-1

0"

4'-5

1 2

"6

'-5

3 4

"

2'-6

3

4

"

EGRESSEGRESS

EGRESS

EG

RE

SS

TE

MP

ER

TE

MP

ER

TE

MP

ER

TEMPER

12

12

12

12

12

12

12

12

13 13

14

14

14

14

14

15

15

15

18

21

23

23

23

23

23

24

24

24

24

25

25

25

26

26

26

27

27

27

28

28

29 29

34

37

37

37

37

37

36

36

36

36

38

38

38

38

38

38

41

P2 P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-201

UNIT 1

SECOND FLOOR &

ATTIC FLOOR

CONSTRUCTION

PLANS

1

SECOND FLOOR PLAN

1/4" = 1'-0" 2

ATTIC FLOOR PLAN

1/4" = 1'-0"

(1) 1

4" L

VL VALLEY B

EAM

(1) 16" LVL

VALLEYBEAM

(2) 18" LVL RIDGE BEAM



2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

10

RA

FT

ER

SA

T 1

6"

O.C

.

2X

10

RA

FT

ER

SA

T 1

6"

O.C

.

2X10 RAFTERS AT 16" O.C.,TYP. THIS DORMER TYPE


(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12

RA

FT

ER

(2) 2X12 (2) 2X12 (2) 2X12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

3

A-106

3

A-106

1

A-106

1

A-106

2

A-106

2

A-106

OVERBUILD THIS AREA

OVERBUILDTHIS AREA

FLASHING AND ROOFING GENERAL NOTES

1. CEDAR ROOFING SHALL BE INSTALLED PER CEDAR SHAKE & SHINGLE BUREAU ROOF

MANUAL RECOMMENDATIONS.

2. FLASHING INCLUDES BUT IS NOT LIMITED TO: CAP FLASHING, STEP FLASHING,

THROUGH-WALL FLASHING, HIP FLASHING, EDGE FLASHING, RIDGE FLASHING, VALLEY

FLASHING.

3. FLASHING SHALL BE INSTALLED AS REQUIRED PER SMACNA RECOMMENDATIONS TO

ACHIEVE A COMPLETE WATER TIGHT STRUCTURE IN ALL RESPECTS.

4. ALL FLASHING TO BE 16 OZ. COPPER UNLESS OTHERWISE NOTED.

5. PROVIDE GRACE ICE AND WATER SHIELD UNDERLAYMENT AT ALL EAVES, RIDGES,

VALLEYS, INTERSECTIONS AND CHANGES IN ROOF PLANE. PROVIDE HORIZONTAL

OVERLAPS AND ENDLAPS STAGGERED BETWEEN LAYERS; LAY PARALLEL TO RIDGE

LINE WITH 2 1/2" HORIZONTAL LAPS AND 6" VERTICAL LAPS. EXTEND MIN. 24" PAST

INTERIOR SIDE OF EXTERIOR WALLS. DO NOT COVER ENTIRE ROOF WITH ICE AND

WATER SHIELD UNLESS ROOF SLOPE IS LESS THAN 4:12 IN WHICH CASE PROVIDE

UNDER ENTIRE AREA LESS THAN 4:12.

6. PROVIDE COPPER STRIP AT BOTH SIDES OF RIDGES AND AT DOWN-SLOPE SIDE OF

CHIMNEYS AND DORMERS TO RETARD MOSS GROWTH. COPPER STRIPS SHALL HAVE 2"

EXPOSURE - SECURE UNDERNEATH ROW OF SHINGLES.

ROOF CONSTRUCTION PLAN NOTES

A. NUMBER 1 GRADE, BLUE LABEL, CERTI-LAST PRESERVATIVE-TREATED, CERTI-SAWN

TAPER-SAWN RED CEDAR SHAKES OVER VENTGRID 12 BREATHER OVER NO. 30 ASTM D

226 ROOFING FELT OVER

5

8

" ZIP SYSTEM SHEATHING. INSTALL SHAKES IN A TRADITIONAL

SHINGLE APPLICATION WITH TRIPLE-PLY COVERAGE 5

1

2

" EXPOSURE. THE GAPS

BETWEEN SHINGLES SHALL BE

3

8

". BUTTS OF FIRST COURSE SHOULD PROJECT 1

1

2

"

BEYOND FASCIA AND APPROX. 1" OVER THE GABLE OR RAKE ENDS .

B. 90 MIL EPDM FULL-ADHERED ROOF MEMBRANE OVER ISO-GUARD PROTECTION BOARD ON

5

8

" ROOF SHEATHING ON RIPPED 2X FRAMING ON

3

4

" SHEATHING. SEE DETAILS AND

STRUCTURAL DRAWINGS.

C. PROVIDE CONTINUOUS COPPER TRANSITION FLASHING WHERE WALL MEETS SLOPING

SHINGLE ROOF. PROVIDE 6" LAP FLASHING LAP.

D. PROVIDE CRICKET WITH 90 MIL EPDM FULLY ADHERED MEMBRANE. SLOPE

1

4

" PER FOOT

MINIMUM.

E. 6" HALF ROUND BROWN ALUMINUM GUTTERS WITH SHANKS FOR NAILING TO SHEATHING

AND CIRCLE HANGERS WITH SPRING CLIPS AS REQUIRED.

F. 4" DIAMETER PLAIN ROUND BROWN ALUMINUM DOWNSPOUTS WHERE SHOWN. FINAL

LOCATION TO BE DETERMINED IN FIELD. TIE INTO STORM DETENTION SYSTEM.

G. PROVIDE STEPPED COPPER CHIMNEY FLASHING.

H. ROOF VALLEYS TO BE OPEN WITH 16 OZ. COPPER FLASHING OVER CONT. WATER AND ICE

SHIELD EXTENDING 3'-0" EACH SIDE OF VALLEY.

I. (NOT USED).

J. PROVIDE COPPER STRIP AT BOTH SIDES OF RIDGES AND DOWN-SLOPE SIDE OF


EXPOSURE; SECURE UNDERNEATH ROW OF SHINGLES.

#

A

8:1

28

:1

2

8:12

1

4

" PER

FOOT

1

4

" PER

FOOT

1

4

" P

ER

FO

OT

5:125:12



A

A

A

A

A

B

D

CRICKET

C

CCCC

C

C

C

TYP.

C

C

C

C

C

C

E

E

E

E

C

F F

F

FF

F

F

G

H

H H H

H

H

H

J

J

J

J JJ

J

J

J

J

A

J

OVERBUILD CUPOLA ON ROOF

ATTIC FLOOR

TYP. ROOF CONSTRUCTION

UPLIFT CLIP AT EACH RAFTER

PROVIDE BLOCKING BETWEEN RAFTERS

PAINTED CROWN; AZEK AZM-49

PAINTED CPVC

5

4

TRIM

PAINTED PINE SOFFIT

PAINTED CPVC BED MOLDING; IL-E06

PAINTED CPVC

5

4

TRIM; PACK OUT

3

4

" TO ACCEPT SHINGLES

HALF-ROUND GUTTER WITH NO

DRIP EDGE. SEE ROOF PLAN

VENTGRID 12

VENTRIM 20

ICE AND WATER SHIELD

1'-3"

8

1

8

"2

1 2

"

12

15

SHINGLED ROOF

PAINTED CPVC CROWN; IL-E05

PAINTED

5

4

CPVC TRIM

PAINTED CPVC BED MOULDING; IL-E06

PAINTED CPVC IL-616

PAINTED CPVC IL-736

PAINTED CPVC

5

4

TRIM

PAINTED CPVC 5/4 TRIMBOARD

PAINTED CPVC

4

4

TRIMBOARD

PAINTED CPVC IL-743

PAINTED CPVC SILL

CEDAR SHINGLES

3"

2'-7

1 2

"

3

1 2

"2

"

8"

3

3

4

"

1'-5

1

2

"

1"

3

4

"

11

1

2

"

5"

2"

ROOF SHINGLE OVERHANG

PAINTED AZEK CROWN, AZM-49


PAINTED CPVC

5

4

TRIM

PAINTED PINE SOFFIT

AZEK 1X4 TRIMBOARD

OVER

3

4

" BLOCKING

CEDAR SIDING


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-103

UNIT 1

ROOF

CONSTRUCTION

PLAN & DETAILS

1

ROOF PLAN

1/4" = 1'-0"

2

TYP. EAVE DETAIL

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

3

TYP. RAKE DETAIL

1-1/2" = 1'-0" 4

CUPOLA DETAIL

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

1

270.8 AVGE GRADE

GARAGE SLAB

265.5

MID POINT ROOF

ATTIC FLOOR

295.5

SECOND FLOOR

286.0

FIRST FLOOR

275.0

2'-0"

2'-0

"

29

'-9

3 8

"

36

'-1

1 2

"

EXT. ELEVATION MATERIALS LEGEND

1. CEDAR SHINGLE ROOFING - SEE ROOF PLAN

2. NEW BUILT UP CRICKET.

3. NEW COPPER FLASHING AT CHIMNEY.

4. 2" THERMAL BLUESTONE CHIMNEY CAP SET ON STONE

LEGS.

5. NEW PAINTED WOOD AND AZEK FASCIA, RAKE, & SOFFIT;

SEE DETAILS.

6. BLUE LABEL EASTERN WHITE CEDAR SHINGLES; 5"

EXPOSURE WITH ONE-COAT FACTORY-APPLIED FINISH;

FINAL COAT FIELD APPLIED. MAIBEC PREMIUM

NANTUCKET OR EQUAL.

7. DECORATIVE WINDOW CAP W/ SHINGLE FLAIR; SEE

DETAIL.

8. NEW WINDOW / DOOR W/ PAINTED

5

4

X4 CASINGS &

SUBSILLS.

9. PAINTED WOOD SHUTTER BY TIMBERLANE W/

TRADITIONAL HARDWARE.

10. NEW PAINTED WINDOW CROWN.

11. PAINTED STRUCTURAL POLYCAST COLUMNS BY

TURNCRAFT. SEE STRUCTURAL DRAWINGS

12. 2" THIN-STONE VENEER. BASIS OF DESIGN SHALL BE

GLEN COVE STRIP BY NORTHEAST VENEERS. FINAL

SELECTION T.B.D.

13. BLUESTONE PORCH / TREADS & STONE RISERS.

14. NEW STAINED GARAGE DOOR AND OPERATOR.

15. WOOD BRACKETS BY PROWOODMARKET.COM. BASIS OF

DESIGN TBD;

16. PAINTED DENTIL BRACKETS 5"W X 8 3/4"D X 3"H

17. AZEK WATER TABLE AND FASCIA

18. WALL SHINGLE FLAIR

19. DECORATIVE FINIAL

20. PAINTED AZEK TRIM

21. PAINTED CPVC POST WRAPS WITH MAHOGANY

GUARDRAIL WITH PAINTED CEDAR BALUSTERS. SEE

DETAILS

22. TRUE 2X CEDAR PERGOLA - SEE DETAILS.

23. STAINED CEDAR BRACKET. SEE PERGOLA DETAILS.

GG11 GG12 GG13

6

1

12

8

11

1

-

5

16

13

17

6

5

11

12

16

21

11

12 8 9

9

1 1

1

1 5

4

17187

7

3

19

19

10

13

18


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-104

UNIT 1

EXTERIOR

ELEVATIONS

1

FRONT ELEVATION

1/4" = 1'-0" 2

RIGHT SIDE ELEVATION

1/4" = 1'-0"

GARAGE SLAB

265.5

MID POINT ROOF

ATTIC FLOOR

295.5

SECOND FLOOR

286.0

FIRST FLOOR

275.0

270.8 AVGE GRADE

29

'-9

3 8

"

36

'-1

1 2

"






LEGS.


SEE DETAILS.




NANTUCKET OR EQUAL.


DETAIL.


5

4

X4 CASINGS &

SUBSILLS.








SELECTION T.B.D.




DESIGN TBD;








DETAILS



H12 H13

GG14

1

21 21

9

8

5

11

19

11

1213 14 812

12

16

4

11 115

15

8

-

6

898

2

19

5

9

8

19

11

13

3

19

6 7

10

10

13

19

35

'-5

3 4

"

29

'-1

1 2

"


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-105

UNIT 1

EXTERIOR

ELEVATIONS

1

REAR ELEVATION

1/4" = 1'-0" 2

LEFT SIDE ELEVATION

1/4" = 1'-0"

ASSUMED AVGE

GRADE

GARAGE SLAB

265.5

MID POINT ROOF

ATTIC FLOOR

295.5

SECOND FLOOR

286.0

FIRST FLOOR

275.0

LOUNGEAREA

BATHROOM#2

BEDROOM#1

FOYERSTAIRHALL

MUDROOM

BASEMENTHALL BATH

ROOM

MECHROOMCLOSET

BASEMENTHALL

KITCHEN

STAIRHALL

SHAREDBATH

2 - CARGARAGE

FAMILYROOM

MASTERBEDROOM

MASTERCLOSET#1

UNFINISHEDATTIC


SHINGLE ROOF, SEE ROOF PLAN

VENTGRID 12 BREATHER

NO. 30 ASTM D 226 ROOFING FELT

5

8

" ZIP SYSTEM STRUCTURAL PLYWOOD SHEATHING

R-49 CC-SPF INSULATION WITHIN RAFTERS

SPRAY-APPLIED INTUMESCENT PAINT VAPOR &

THERMAL/IGNITION BARRIER WHERE INSULATION EXPOSED

COLLAR TIES

5'-1

"

8'-0

"8

'-4

1 4

"8

'-1

1

3 4

"8

'-0

1 4

"

7'-6

1 4

"

5'-7

1 2

"

7'-1

"

1'-7

3 4

"

8'-4

1 4

"

COLLAR TIES

TYP. EXTERIOR WALL CONSTRUCTION

CEDAR SHINGLES

1

2

" ZIP SYSTEM WALL SHEATHING

2X6 STUDS @ 16" O.C.

R-21 OC-SPF INSULATION WITHIN

1

2

" PTD. GYP. BD. INTERIOR

2ND FLOOR TYP. CONSTRUCTION

FLOOR FINISH - SEE SCHEDULE

23

32

" T&G WEYERHAUSER GOLD SUBFLOOR,

GLUED & SCREWED; SEE S-1

WOOD FRAMING; SEE FRAMING PLANS

R-21 OC-SPF INSULATION AT PERIMETER

ROXUL SAFE'N'SOUND INSULATION WHERE

INDICATED ON PLANS

1

2

" GYP. BD.

ATTIC FLOOR TYP. CONSTRUCTION


23

32





1

2

" GYP. BD.

FIRST FLOOR TYP. CONSTRUCTION


23

32





1

2

" GYP. BD.

5

8

" TYPE-X GYP. BD.


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-106

UNIT 1

BUILDING

SECTIONS

1

BUILDING SECTION

1/4" = 1'-0" 2

BUILDING SECTION

1/4" = 1'-0" 3

BUILDING SECTION

1/4" = 1'-0"

CL





1

2

" CRUSHED






AND REINFORCING.


OVER 6" COMPACTED 1

1

2


FOR FLOOR FINISH.


FLOOR

1

8





FOR STEPS.


SUPPORT.






1

4

"













1

4

" RODENT



PER LITRE.


1

2


AT 16" O.C. AND

1

2







1

2




1

2

"


1

2



BACKING TILE.


1

2



1

2







CONCRETE WALL.


19. PROVIDE

5

8






3

4




1

4


3

4

" AND 1

1

4


24. 2

1

4



1

2





1

2

"




MORTAR BED ON

1

2



SLAB ON CURB.

27. PROVIDE

1

2









VALVE PER CODE.








FLOOR.


AND DINING ROOM.







ON SITE.

#



REQUIREMENTS.




ELEVATIONS
















POST SCHEDULE

CONNECTOR SCHEDULE

101

Y24

Y23

Y25

Y22

Y21

AA21

Z22

Z21

D21

B21

B22

B23

W21

102

103

105

107

106

108

002

001

006

009

008

007

010

012

011

005

104

109

110

004

003

FAMILYROOM

COVEREDPORCH

PWDRROOM

FOYER

COVEREDENTRY

ELEV

PANTRY

48"REF

KITCHEN

DWTR

DESK

COVEREDPORCH

MUDROOMCLOSET

BEDROOMOR

OFFICE

CL

SHOWER

BATHROOM

MECHROOM

BASEMENTHALL

ELEV

2 - CARGARAGE

CLOSET

CU

BB

IES

EGRESSWELL

BUILTIN

BANQUETTE

GASFIREPLACE

48" RANGE

OFFICEOR

DININGROOM



8'-0" O.C. MAX

BEARING WALL

BEARING WALL

(4) 11 7 8" LVL

(1)

11 7

8"

LV

L

(3) 11 7 8" LVL

(4) 11 7 8" LVLWITH (2) 38" THICK

FLITCH PLATES

(3)

11 7

8"

LV

L U

PSE

T



8'-0" O.C. MAX

BEARING WALL

BEARING WALL

(4)

16"

LV

L U

PSE

T

CANTILEVER FLOORJOISTS AT BAY WINDOW

(1)

11 7

8"

LV

L

(1)

9 1

4"

LV

L

(1) 9 14" LVL

(1)

9 1

4"

LV

L

(1) 9 14" LVLBEARING

WALL

(1) 11 78" LVL

(1) 11 7 8" LVL

(2)

11 7

8"

LV

L

(3) P.T. 2X10

(2)

P.T

. 2X

10

(2)

P.T

. 2X

10

(2)

P.T

. 2X

10

11 7/8" #560 TJIAT 12" O.C.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7/8" #560 TJIAT 12" O.C.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

P.T

. 2X

10

AT

16"

O.C

.

(3) P.T. 2X10

(2)

P.T

. 2X

10

(3)

P.T

. 2X

10

(2) P.T. 2X10

(2) P.T. 2X10

CUSTOM STEEL ANGLEBRACKETS BOLTED TO

STEEL POSTS TO

24'-6"

15'-6

1

2

"

4

3

4

"

8'-6

1

2

"

46

'-1

1 2

"

3'-1

0

3 4

"5

'-2

1 4

"

3'-9"

29'-6"

14'-5

3

4

"

1'-0

1

2

"

4'-1

0

1 2

"

22

'-0

"2

4'-1

1 2

"

1'-9

3 4

"8

'-3

"

3"

8'-3

"

5'-0"

2'-2

1 4

"1

1'-1

1 4

"

4'-10

1

2

"

23

'-3

1 2

"8

'-1

1

1 4

"1

1'-3

3 4

"

5'-0

1

2

"5'-0"3'-10

3

4

"

12'-9

1

2

"

7'-7"3'-10"

4"

5'-7

1 2

"

7'-7

"

4'-8

1 4

"

2'-4

1

2

"

29'-6"

46

'-1

1 2

"

22

'-0

"2

4'-1

1 2

"

5'-0"

12

'-0

1 4

"4

'-6

1 4

"2

7'-9

"

5

1

2

"5

1 2

"

6'-1

1

4

"4'-7

3

4

"3'-10

3

4

"13'-0

3

4

"

3'-7

1 2

"

10

"

TY

P.

3'-1

"

3'-1"

3'-0

1

2

"

4'-8

1 4

"

2'-0"

9'-4

"7

'-4

3 4

"

6'-9

1

2

"

1'-9

1 4

"

EQ.EQ.

1'-6" 11'-5

3

4

" 1'-6"

11

1

2

"

8'-0

1 2

"

7'-2

1

4

"5'-7"

1'-6" 1'-6"10'-4

3

4

"

4'-3

3 4

"

1'-7"

1'-6

"1

'-6

"7

'-0

1 4

"

10

"

10"

10

"

EG

RE

SS

UNEXCAVATED

UN

EX

CA

VA

TE

D

UNEXCAVATED

FA

LL

FA

LL

FA

LL

P.T

. 2X

10

AT

16"

O.C

.

P.T. 2X10AT 16" O.C.

1

1

1

2

2

2

2

2

2

3

3

4

5

5

5

6

6

6

6

66

7

7

7

9

10

BEARING WALL

10

10

11

12

12

12

12

13

14

14

15

16

16

1617

17

1818

19

19

20

20

20

20

20

20

22

22

22

23

23

23

24

24

25

26

27

28

30

31

32

33

35

35

35

37

37

37

37

37

37

37

37

36

36

36

36

3636

36

36

39

38

40

41

41

UP UP

DN

2

A-206

2

A-206

3

A-206

3

A-206

1

A-206

1

A-206

2

A-206

2

A-206

3

A-206

3

A-206

1

A-206

1

A-206

P3

P3

P3

P3

P3 P3


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-201

UNIT 2 -

BASEMENT /

FOUNDATION &

FIRST FLOOR

CONSTR. PLANS

1


1/4" = 1'-0" 2

FIRST FLOOR PLAN

1/4" = 1'-0"





1

2

" CRUSHED






AND REINFORCING.


OVER 6" COMPACTED 1

1

2


FOR FLOOR FINISH.


FLOOR

1

8





FOR STEPS.


SUPPORT.






1

4

"













1

4

" RODENT



PER LITRE.


1

2


AT 16" O.C. AND

1

2







1

2




1

2

"


1

2



BACKING TILE.


1

2



1

2







CONCRETE WALL.


19. PROVIDE

5

8






3

4




1

4


3

4

" AND 1

1

4


24. 2

1

4



1

2





1

2

"




MORTAR BED ON

1

2



SLAB ON CURB.

27. PROVIDE

1

2









VALVE PER CODE.








FLOOR.


AND DINING ROOM.







ON SITE.

#



REQUIREMENTS.




ELEVATIONS
















POST SCHEDULE

CONNECTOR SCHEDULE

S22

S21

S23

S24

Q21 Q22 Q23

G21 G22H21

L22

P21

P22

P23

N21 N22

L21

J22

J21

K21

R22

R21

U21

T22

T21

T23

T24

K22

FF21

205

201

203

208209

210

207

206

211

302

301

202

204

D W

TU

B36"

X 7

2"

MASTERBEDROOM

MASTERCLOSET#1

MASTERCLOSET#2

MASTERBATHROOMLAUNDRY

ELEV

SHOWER

SHOWER

BEDROOM#1

BEDROOM#2

W.I.C.

W.I.C.

STAIRHALL

SHAREDBATH

SHOWER

BEDROOM#3

RAISEDCEILING AT

MASTERBEDROOM

LOUNGEAREA

BATHROOM#2

(2)

11 7

8"

LV

L

(2) 11 7 8" LVL CANTILEVERED

(2)

2X

10

HE

AD

ER

(2)

2X

10

HE

AD

ER

(2) 2X10HEADER

BEARING WALL

PROVIDE 2X4 FLAT STRAPPING &

BRIDING/BLOCKING BETWEENJOISTS AT 8'-0" O.C. MAX



11 7/8" #560 TJI AT 12" O.C.

(1)

11 7

8"

LV

L

(1)

11 7

8"

LV

L

(2) 11 78" LVL

(2) 11 78" LVL

OUTLINE OF TRAY CEILING

BEARING WALL

DNDN

UP

(1)

11 7

8" L

VL

(1)

9 1

4"

LV

L

LANDING SUPPORT

(1)

9 1

4"

LV

L

(2) 2X10HEADER

(2) 2X10HEADER

(2) 2X10HEADER

2X

6 C

OL

LA

R T

IES

AT

16"

O.C

.


2X

6 C

OL

LA

R T

IES

AT

16"

O.C

.

2X4COLLARTIES AT16" O.C. 2X4

COLLARTIES AT16" O.C.


2X

4C

OL

LA

RT

IES A

T16"

O.C

.

2X

4C

OL

LA

RT

IES A

T16"

O.C

.

2X

4C

OL

LA

RT

IES A

T16"

O.C

.

2X

4C

OL

LA

RT

IES A

T16"

O.C

.

11 7/8" #560 TJIAT 12" O.C.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

2X8 TRAY CLG.AT 16" O.C.

11 7/8" #230 TJIAT 16" O.C.


2

A-206

2

A-206

3

A-206

3

A-206

1

A-206

1

A-206

7'-3

3 4

"

E

Q

.

EQ

.

E

Q

.

1

3

5

°

1

3

5

°

12

'-0

1 4

"8

'-9

1 4

"8

'-1

1"

7'-0

1 4

"7

'-3

3 4

"

12

'-4

"

12'-3" 3'-6" 12'-3"

EQ

.E

Q.

7'-5"

3'-4"3'-10

3

4

"

4'-8

1 4

"

14'-0

3

4

"3'-7

1

2

"5'-3

3

4

"

6'-3

1

2

"

4'-5" 4'-4" 3'-10" 4'-4" 3'-10

1

4

" 4'-4" 4'-4

3

4

"

9'-2"

5

1

2

"

5"

12

'-4

"

10

'-3

"

4'-1

0"

4'-1

0"

3'-0

1 4

"8

'-5

1 2

"

2'-6

3

4

"

5'-0" HIGHKNEE WALL

5'-0" HIGHKNEE WALL

5'-0"

HIG

HK

NE

E W

AL

L

TE

MP

ER

TE

MP

ER

TE

MP

ER

EGRESS

EGRESSEGRESS

EG

RE

SS

12

12

12

12

12

12

12

13 13

14

14

14

14

14

15

15

15

18

21

21

23

23

23

23

23

24

24

24

24

25

25

25

26

26

26

27

27

27

28

28

2929

34

37

37

37

37

37

36

36

36

38

38

38

38

38

38

41

2

A-206

2

A-206

3

A-206

3

A-206

1

A-206

1

A-206

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-202

UNIT 2

SECOND FLOOR &

ATTIC FLOOR

CONSTRUCTION

PLANS

1

SECOND FLOOR PLAN

1/4" = 1'-0" 2

ATTIC FLOOR PLAN

1/4" = 1'-0"

(1) 14" LVL VALLEY BEAM

(1) 1

6" L

VL

VALLEY

BEAM




(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2)

2X

12

RA

FT

ER (2) 2X12 (2) 2X12 (2) 2X12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12



2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

10

RA

FT

ER

SA

T 1

6"

O.C

.

2X

10

RA

FT

ER

SA

T 1

6"

O.C

.

OVERBUILD THIS AREA

OVERBUILDTHIS AREA






FLASHING.














#

12

:1

21

2:1

2

±10.75:12±10.75:12

1

4

" PER

FOOT

1

4

" PER

FOOT

1

4

" P

ER

FO

OT

8:1

2

8:1

2

8:12

5:1

25

:1

2

2X

8 R

AF

TE

RS

AT

16"

O.C

.2X

8 R

AF

TE

RS

AT

16"

O.C

.

B

1

4

" PER FOOT

1

4

" PER FOOT

1

4

" P

ER

FO

OT

CRICKET





5

8



1

2



3

8


1

2

"



5

8


3

4






1

4

" PER FOOT

MINIMUM.








I. (NOT USED).




A

A

A

A

A

A

B

D

C

C

CCC

C

C

TYP.

C

C

C

C

C

C

E

E

E

E

C

F F

F

F

F

F

G

H

H H H

H

H

H

J

J

J

J JJ

J

JJ

A

J

C

2

A-206

2

A-206

3

A-206

3

A-206

1

A-206

1

A-206


ATTIC FLOOR





PAINTED CPVC

5

4

TRIM

PAINTED PINE SOFFIT


PAINTED CPVC

5

4

TRIM; PACK OUT

3

4




VENTGRID 12

VENTRIM 20


1'-3"

8

1

8

"2

1 2

"

12

15

SHINGLED ROOF


PAINTED

5

4

CPVC TRIM


PAINTED CPVC IL-616

PAINTED CPVC IL-736

PAINTED CPVC

5

4

TRIM


PAINTED CPVC

4

4

TRIMBOARD

PAINTED CPVC IL-743

PAINTED CPVC SILL

CEDAR SHINGLES

3"

2'-7

1 2

"

3

1 2

"2

"

8"

3

3

4

"

1'-5

1

2

"

1"

3

4

"

11

1

2

"

5"

2"




PAINTED CPVC

5

4

TRIM

PAINTED PINE SOFFIT

AZEK 1X4 TRIMBOARD

OVER

3

4

" BLOCKING

CEDAR SIDING


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-203

UNIT 2

ROOF

CONSTRUCTION

PLANS & DETAILS

1

ROOF PLAN

1/4" = 1'-0"

2

TYP. EAVE DETAIL

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

3

TYP. RAKE DETAIL

1-1/2" = 1'-0" 4

CUPOLA DETAIL

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

2

ATTIC FLOOR

MID POINT ROOF

SECOND FLOOR

FIRST FLOOR

276.0

GARAGE SLAB

267.0

272.7 AVGE GRADE






LEGS.


SEE DETAILS.




NANTUCKET OR EQUAL.


DETAIL.


5

4

X4 CASINGS &

SUBSILLS.








SELECTION T.B.D.




DESIGN TBD;








DETAILS



GG22 GG23GG21

8

1

12

6

1

19

5

16

13

11

1

9

13

21

19

11

8

1 1

8

5

9

21

19

11

13

-

11 8 14 12

12

16

11

21

4

1717

6

19

77 18

19

2

3

10

15

18

30

'-0

1 4

"


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-204

UNIT 2

EXTERIOR

ELEVATIONS

1

FRONT ELEVATION

1/4" = 1'-0" 2


1/4" = 1'-0"

ATTIC FLOOR

MID POINT ROOF

SECOND FLOOR

FIRST FLOOR

276.0

GARAGE SLAB

267.0

272.7 AVGE GRADE






LEGS.


SEE DETAILS.




NANTUCKET OR EQUAL.


DETAIL.


5

4

X4 CASINGS &

SUBSILLS.








SELECTION T.B.D.




DESIGN TBD;








DETAILS



H22 H23

GG24

813

11

21

20

5

20

9

8

21

20

11

12

4

1

19

11

12

1 11

1

11

1

20

131298 17

5

20

1

16

6

7

3

6

10

11

13 18

36

'-4

1 4

"

30

'-0

"41 North Main Street

Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-205

UNIT 2

EXTERIOR

ELEVATIONS

1

REAR ELEVATION

1/4" = 1'-0" 2

LEFT SIDE ELEVATION

1/4" = 1'-0"

272.7 AVGE GRADE

ATTIC FLOOR

SECOND FLOOR

FIRST FLOOR

276.0

GARAGE SLAB

267.0

MID POINT ROOF

10

'-1

1 2

"3

'-3

5 8

"9

'-6

"

29

'-9

5 8

"

35

'-1

5 8

"

MUDROOM

BASEMENTHALL

BATHROOM

MECHROOM BASEMENT

HALL CLOSET

PWDRROOM

FOYER KITCHEN

STAIRHALL

SHAREDBATH

LOUNGEAREA

BEDROOM#1

BATHROOM#2

2 - CARGARAGE

FAMILYROOM

MASTERBEDROOM

MASTERCLOSET#1

UNFINISHEDATTIC





5

8







23

32





1

2

" GYP. BD.


CEDAR SHINGLES

1

2




1

2




23

32






INDICATED ON PLANS

1

2

" GYP. BD.



23

32





1

2

" GYP. BD.

8'-0

"8

'-4

1 4

"8

'-1

1

3 4

"8

'-0

1 4

"


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-206

UNIT 2

BUILDING

SECTIONS

1

BUILDING SECTION

1/4" = 1'-0" 2

BUILDING SECTION

1/4" = 1'-0" 3

BUILDING SECTION

1/4" = 1'-0"

GASF.P.





1

2

" CRUSHED






AND REINFORCING.


OVER 6" COMPACTED 1

1

2


FOR FLOOR FINISH.


FLOOR

1

8





FOR STEPS.


SUPPORT.






1

4

"













1

4

" RODENT



PER LITRE.


1

2


AT 16" O.C. AND

1

2







1

2




1

2

"


1

2



BACKING TILE.


1

2



1

2







CONCRETE WALL.


19. PROVIDE

5

8






3

4




1

4


3

4

" AND 1

1

4


24. 2

1

4



1

2





1

2

"




MORTAR BED ON

1

2



SLAB ON CURB.

27. PROVIDE

1

2









VALVE PER CODE.








FLOOR.


AND DINING ROOM.







ON SITE.

#



REQUIREMENTS.




ELEVATIONS
















POST SCHEDULE

CONNECTOR SCHEDULE

B36

J31

B31

DD31

B32

B33

B35B34

H31

W31

007

006

005

004

002001

003

101

102

103

104

105

107

106

108

109

BEDROOMOR

OFFICE

FINISHEDBASEMENT

BATHROOMMECHANICAL

HALL

CLOSET

CLOSET

FAMILYROOM

KITCHEN

MUDROOM

POWDERROOM

HALL

FOYER

COVEREDPORCH

BUILT-INBANQUETTE

BU

ILT

-IN

CLOSET

D/W

TR

48"FRIDGE

48"

RA

NG

E

DN UP

COVEREDPORCH

2 CARGARAGE

11 7

/8"

#560 T

JIA

T 1

2"

O.C

.

PROVIDE 2X4 FLAT STRAPPING &BRIDING/BLOCKING BETWEENJOISTS AT 8'-0" O.C. MAX

11 7

/8"

#560 T

JIA

T 1

2"

O.C

.

PROVIDE 2X4 FLAT STRAPPING &

BRIDING/BLOCKING BETWEENJOISTS AT 8'-0" O.C. MAX

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(4) 11 78" LVLWITH (1) 3 4" THICK FLITCH PLATES

(1) 11 78" LVL

(1)

11 7

8"

LV

L

(1) 11 7 8" LVL

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(2) 11 78" LVL

(3) 11 7 8" LVL

(1)

11 7

8"

LV

L

BEARING WALLBEARING

WALL BEARING WALL

BEARING WALLBEARING WALL

(2)

9 1

4"

LV

L H

EA

DE

R(2

) 9 1

4"

LV

L H

EA

DE

R

UNEXCAVATED

UNEXCAVATED

24'-2"

23

'-2

1 4

"2

7'-9

1 4

"

5'-8

3 4

"6

'-1

0"

7'-4

1 2

"

1'-5

1 2

"

5'-2

1 4

"

1'-2

1 2

"

4

1

2

"

2'-0

1

4

"

3'-7

1

2

"

5

3

4

"

16'-0" 19'-5

3

4

"

9'-3

"

12

'-8

3 4

"1

4'-5

3 4

"

1

1 4

"

4'-11

1

2

"5'-0"

23

'-7

1 2

"

10"

8"

8"

10"1

'-0

"

7

1 4

"

3'-3

1 2

"4

'-0

"5

'-9

"1

1'-1

"

4"

10

"

4'-8

1

4

"

3'-1

0

3 4

"

5

1

2

"

6'-4"

8'-11

1

2

" 8'-11

1

2

"

4'-2

1

2

"13'-8

1

2

"

4"

15'-1

1

2

"

4"

6'-9

1 2

"

2'-1

1

2

"

4'-0

"

24'-2"

23

'-7

1 2

"2

7'-4

"

23

'-7

1 2

"

8"

1'-6

"1

'-6

"1

0'-4

3 4

"

4'-5"

6'-9

1

2

" 5'-0"

1'-6" 1'-6"11'-11"

4'-6

"

1'-0

1

2

"

3'-1

0

3 4

"

4'-8

1

4

"

3'-3

1 2

"

4'-0

"

1'-11"

7'-0

1

2

"27'-8

1

2

"

2'-1

"6

'-5

1 2

"

6'-7

1 2

"

3'-4

1

2

"

6

3 4

"

EGRESSWELL E

GR

ESS

(3) P.T. 2X10

(2)

P.T

. 2X

10

(2)

P.T

. 2X

10

(2) P.T. 2X10

(2) P.T. 2X10

(3)

P.T

. 2X

10

1

1

1

1

2

2

2

2

2

3

3

4

5

5

6

6

6

6

7

7

P.T

. 2X

10

AT

16"

O.C

.

P.T. 2X10AT 16" O.C.

9

10

11

12

12

12

12

13

14

14

15

16

16

16

17

17

18

18

18

18

18

19

19

20

20

20

20

22

22

23

23

23

24

2424

25

26

27

28

30

31

32

33

35

35

37

37

37

37

37

37

37

36

36

36

36

36

36

36

36

36

39

39

4141

UP

1

A-307

1

A-307

2

A-307

2

A-307

1

A-307

1

A-307

2

A-307

2

A-307

P3

P3

P3P3

P4


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-301

UNITS 3 & 4

BASEMENT /

FOUNDATION &

FIRST FLOOR

CONSTR. PLANS

1


1/4" = 1'-0" 2

FIRST FLOOR PLAN

1/4" = 1'-0"

TUB

SHOWER

SHOWER

SHOWER

CLOSET





1

2

" CRUSHED






AND REINFORCING.


OVER 6" COMPACTED 1

1

2


FOR FLOOR FINISH.


FLOOR

1

8





FOR STEPS.


SUPPORT.






1

4

"













1

4

" RODENT



PER LITRE.


1

2


AT 16" O.C. AND

1

2







1

2




1

2

"


1

2



BACKING TILE.


1

2



1

2







CONCRETE WALL.


19. PROVIDE

5

8






3

4




1

4


3

4

" AND 1

1

4


24. 2

1



1

2





1

2

"




MORTAR BED ON

1

2



SLAB ON CURB.

27. PROVIDE

1

2









VALVE PER CODE.








FLOOR.


AND DINING ROOM.







ON SITE.

#



REQUIREMENTS.




ELEVATIONS











HURRICANE CLIPS, TIES, STRAPS, HOLD DOWNS, ETC.





POST SCHEDULE

CONNECTOR SCHEDULE

H32

H33

J32

P31P32P33P34

BB34

BB35

BB36

BB33BB32BB31

N33

N34

N35

N36

N37

N32

N31

CC31

U31

U32

U34

U33

Q33 Q32 Q31

EE31

201

202

203

204

207

205

206

209

208

210

211

213

212

214

215

301

302

303

304

BEDROOM#1

BEDROOM#2

W.I.C.

W.I.C.

LAUNDRYSHAREDBATH

STAIRHALL

STUDY

STORAGE

MASTERBATH

MASTERHALLMASTER

CLOSET#1

MASTERBEDROOM

MASTERCLOSET

#2

MASTERCLOSET

#3

LOUNGE

ATTICHALL

ATTICBATH

ATTICBEDROOM

2X

6 C

OL

LA

R T

IES

AT

16"

O.C

.



11 7

/8"

#560 T

JIA

T 1

2"

O.C

.

PROVIDE 2X4 FLAT STRAPPING &BRIDING/BLOCKING BETWEEN

JOISTS AT 8'-0" O.C. MAX

11 7/8" #560 TJIAT 12" O.C.

PROVIDE 2X4 FLAT STRAPPING &BRIDING/BLOCKING BETWEEN

JOISTS AT 8'-0" O.C. MAX

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

11 7

/8"

#230 T

JIA

T 1

6"

O.C

.

(1)

11 7

8"

LV

L

(1)

11 7

8" L

VL

(4) 11 78" LVLWITH (1) 7 8" THICK FLITCH PLATES


BEARINGWALL

16'-7

1

2

" 6'-4"

7'-6

1 4

"7

'-0

1 2

"8

'-0

1 2

"

10'-5"4'-0"4'-0"3'-11

1

2

"

3'-0

"

5

1 2

"

10'-9" 3'-9" 3'-3

1

2

" 5'-3

1

2

" 7'-1

1

4

" 3'-4

3

4

"

3'-1

0

3 4

"

6

3 4

"

9'-9

1 2

"1

2'-0

1 2

"

2'-0

1

4

"

3'-1

0

3 4

"

14'-9

1

2

" 4'-8" 15'-0"

2'-1

1

1 2

"4

'-5

1 2

"

4'-0

1 2

"

5'-7

3 4

"

5'-0" HIGHKNEE WALL

5'-0" HIGHKNEE WALL

5'-0" HIGHKNEE WALL

5'-0"

HIG

HK

NE

E W

AL

L

5'-0"

HIG

HK

NE

E W

AL

L

5'-0"

HIG

HK

NE

E W

AL

L

5'-1

1"

3'-8

1 2

"4

'-5

1 4

"5

'-1

1"

3'-0"

4'-4"

1'-4

"

4'-4" 4'-4"5'-9

1

4

" 5'-9

1

4

"5'-8

1

2

" 5'-8

1

2

"

3'-2

"6

'-9

1 2

"1

2'-1

1"

7'-7

3

4

" 3'-0"

EG

RE

SS

EG

RE

SS

EG

RE

SS

EGRESS

TE

MP

ER

TE

MP

ER

12

12

12

12

12

12

12

13

12

13

14

14

14

14

14

14

15

15

15

18

18

18

18

21

23

23

23

2424

25

25

25

26

26

26

27

27

27

28

28

28

29

29

D

W

34

37

37

37

37

36

36

36

38

38

38

38

38

38

38

38

40

41

UPDN DN

1

A-307

1

A-307

2

A-307

2

A-307

1

A-307

1

A-307

2

A-307

2

A-307


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-302

UNITS 3 & 4

SECOND FLOOR &

ATTIC FLOOR

CONSTRUCTION

PLANS

1

SECOND FLOOR PLAN

1/4" = 1'-0" 2

ATTIC FLOOR PLAN

1/4" = 1'-0"


(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R(2) 2X12

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2) 2X12

(2)

2X

12 R

AF

TE

R

(2)

2X

12 R

AF

TE

R

(2) 2X12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

(2) 2X12 RAFTER

(2) 2X12 RAFTER

(3)

2X

12

(2)

2X

12

2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

12 R

AF

TE

RS

AT

16"

O.C

.

2X

12 R

AF

TE

RS

AT

16"

O.C

.








FLASHING.














#





5

8



1

2



3

8


1

2

"



5

8


3

4






1

4

" PER FOOT

MINIMUM.








I. (NOT USED).




A

11:12

11:12

10

:1

2

10

:1

2

10

:1

2

5:1

25

:1

2

2X

8 R

AF

TE

RS

AT

16"

O.C

.2X

8 R

AF

TE

RS

AT

16"

O.C

.



1

4

" PER

FOOT

1

4

" PER

FOOT

1

4

" P

ER

FO

OT

B

A A

A

A

C

C

C

C

C

C

C

C

CC

H

J

CC

H

J

C

C

H

J

C

E

E

E

E E

F

F

FF

F

F

G

H H

J

J

J

C

H

H

1

A-307

1

A-307

2

A-307

2

A-307


ATTIC FLOOR





PAINTED CPVC

5

4

TRIM

PAINTED PINE SOFFIT


PAINTED CPVC

5

4

TRIM; PACK OUT

3

4




VENTGRID 12

VENTRIM 20


1'-3"

8

1

8

"2

1 2

"

12

15

SHINGLED ROOF


PAINTED

5

4

CPVC TRIM


PAINTED CPVC IL-616

PAINTED CPVC IL-736

PAINTED CPVC

5

4

TRIM


PAINTED CPVC

4

4

TRIMBOARD

PAINTED CPVC IL-743

PAINTED CPVC SILL

CEDAR SHINGLES

3"

2'-7

1 2

"

3

1 2

"2

"

8"

3

3

4

"

1'-5

1

2

"

1"

3

4

"

11

1

2

"

5"

2"




PAINTED CPVC

5

4

TRIM

PAINTED PINE SOFFIT

AZEK 1X4 TRIMBOARD

OVER

3

4

" BLOCKING

CEDAR SIDING


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-303

UNITS 3 & 4

ROOF

CONSTRUCTION

PLAN & DETAILS

1

ROOF PLAN

1/4" = 1'-0"

2

TYP. EAVE DETAIL

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

3

TYP. RAKE DETAIL

1-1/2" = 1'-0" 4

CUPOLA DETAIL

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

BASEMENT SLAB

266.5

FIRST FLOOR

276

SECOND FLOOR

287

MID POINT ROOF

ATTIC FLOOR

296.5

273.8 AVGE GRADE

3






LEGS.


SEE DETAILS.




NANTUCKET OR EQUAL.


DETAIL.


5

4

X4 CASINGS &

SUBSILLS.








SELECTION T.B.D.




DESIGN TBD;








DETAILS



GG31 GG32

6

22

6

23

9

8

16

-

14 11 13

20

16

11

9

8

20

120 1 4 1

20

11

121

6

5

20

12 13 13 12 8 13

12

1 41

5

17 18

3

19

7

7

1010

11

21

17 18

34

'-1

1 2

"

28

'-7

1 2

"


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-304

UNIT 3 & 4

EXTERIOR

ELEVATIONS

1

FRONT ELEVATION

1/4" = 1'-0" 2


1/4" = 1'-0"

BASEMENT SLAB

266.5

FIRST FLOOR

276

SECOND FLOOR

287

MID POINT ROOF

ATTIC FLOOR

296.5

273.8 AVGE GRADE

34

'-1

0"






LEGS.


SEE DETAILS.




NANTUCKET OR EQUAL.


DETAIL.


5

4

X4 CASINGS &

SUBSILLS.








SELECTION T.B.D.




DESIGN TBD;








DETAILS



GG33 GG34

9

8

21

19

11

6 11

19

1

8

9

12

4 1

7

12

89 12

4 11

5

16

5

1

5

16

3

6

10

10

13 1317 18 17 18


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-305

UNIT 3 & 4

EXTERIOR

ELEVATIONS

1

REAR ELEVATION

1/4" = 1'-0" 2

LEFT SIDE ELEVATION

1/4" = 1'-0"

10 5/8

12

BASEMENT SLAB

266.5

FIRST FLOOR

276

SECOND FLOOR

287

MID POINT ROOF

ATTIC FLOOR

296.5

9'-6"

28'-8

1

8

"

11'

9'-6"

9 3/4

12

BASEMENT SLAB

266.5

FIRST FLOOR

276

SECOND FLOOR

287

MID POINT ROOF

ATTIC FLOOR

296.5

273.8 AVGE GRADE 273.8 AVGE GRADE

2 CARGARAGE

MASTERBEDROOM

FINISHEDBASEMENT

KITCHEN

BEDROOMS

LOUNGEATTICBEDROOM





5

8






CEDAR SHINGLES

1

2




1

2




23

32






INDICATED ON PLANS

1

2

" GYP. BD.



23

32





1

2

" GYP. BD.



23

32





1

2

" GYP. BD.


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

A-306

UNIT 3 & 4

BUILDING

SECTIONS

1

BUILDING SECTION

1/4" = 1'-0" 2

BUILDING SECTION

1/4" = 1'-0"

4 UNIT

APARTMENT

BUILDING

40' HIGH

1

2

3

4


Suite 101


203.563.0553

ISSUED FOR

PERMIT

07.23.2018

REVISIONS / ADDENDA

OWNER

Dennis Quinn



PROJECT NAME

DRAWING NUMBER

DRAWING TITLE

BENCHMARK

DATE:

ALT-01

BLOCK

APARTMENT

BUILDING

general notes: 19-25 richmond hill road building

Documents