1.

2.

DEMOLISH EXISTING RAMPS, LANDING, & RAILING ASSEMBLIES AT FRONT AND BACK OF HOUSE, WORK TO INCLUDE FRAMING

AND FOUNDATIONS.

NEW EXTERIOR RAMPS AND LANDINGS AT FRONT AND REAR ENTRANCES, WORK TO INCLUDE NEW FOUNDATIONS, PRESSURE

TREATED FRAMING, COMPOSITE DECKING, AND RAILING ASSEMBLIES.

1. THE PROJECT TO BE SCHEDULED SO THAT ONE EXIT REMAINS OPEN AT ALL TIMES.

DATE

DRAWN BY

CHECKED BY

UNAUTHORIZED ALTERATIONS AND/OR ADDITIONS TO THIS DRAWING BEARING A LICENSED ARCHITECT'S OR ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NYS EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS DRAWING BEARING THE ORIGINAL ARCHITECT'S OR ENGINEER'S SEAL AND SIGNATURE SHALL BE CONSIDERED VALID TRUE COPIES. COPYRIGHT © - ARCHITECUTRAL & ENGINEERING DESIGN ASSOCIATES, P.C. H AS THE EXCLUSIVE RIGHT TO REPRODUCE THE WORK, TO MAKE DERIVATIVE USE OF, TO GRANT LICENSES TO USE THE WORK, TO SELL THE WORK AND TO OTHERWISE DEAL WITH THE COPYRIGHT THROUGH THE LIFE OF THE COPYRIGHT OWNER AND FOR 50 YEARS BEYOND (UNLESS NOTED OTHERWISE)

PROJECT NO.

LOCATION MAP AERIAL VIEWSHEET LIST

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SUNMOUNT DDSO - ADA RAMPS

134 LEROY STREET, POTSDAM, NEW YORK, ST. LAWRENCE COUNTY

SHEET NUMBER SHEET NAME

1. TITLE

T001 TITLE SHEET

2. GENERAL

G001 GENERAL NOTES, SYMBOLS, LEGENDS & WALL TYPES

3. DEMOLITION

D101 DEMOLITION PLANS & EXISTING PHOTOS

4. ARCHITECTURAL

A100 OVERALL FLOOR PLAN

A101 ENLARGED FLOOR PLAN - FRONT RAMP

A102 ENLARGED FLOOR PLAN - REAR RAMP

A501 DECK & RAILING DETAILS

A502 STAIR & RAMP DETAILS

T001

EXISTING CONDITIONS 3D ISOMETRIC - FRONT1 EXISTING CONDITIONS 3D ISOMETRIC - FRONT N.T.S.

WORK SCOPE

T001

PROPOSED CONDITIONS 3D ISOMETRIC - FRONT2 PROPOSED CONDITIONS 3D ISOMETRIC - FRONT N.T.S.

PHASING OF WORK

EXISTING WALL

DEMOLISHED WALL

NEW WALL

EXISTING DOOR TO REMAIN

DEMOLISHED DOOR

NEW DOOR

NORTH ARROW

A

GRIDS

PLAN, ELEVATION, SECTION OR DETAIL TITLE

GRAPHIC SCALE

ELEVATION REFERENCE, MULTIPLEELEVATION REFERENCE

SECTION REFERENCE WALL SECTION REFERENCE

DETAIL REFERENCEENLARGED PLAN OR DETAIL REFERENCE

ROOM NAME &

ROOM NUMBER

DOOR OR OPENING TAG WINDOW, LOUVER OR

CURTAINWALL TYPE

PARTITION TYPE

CEILING TAG

SPOT ELEVATION FLOOR ELEVATION

8'-0"

MATCHLINE REFERENCE

REVISION

IDENTIFICATION

KEYNOTES

NORTH1

1/8" = 1'-0"

A101

SIM

X

SEE PARTITION SHEET

FOR TAG INFO.

W1101

8'-0" AFF

ACT-1

ALIGN FACE OF OBJECTS/SURFACES

ALIGN

WALLS DOORS

SHEET/DRAWING NUMBERS

DISCIPLINE/SERIES

A = ARCHITECTURAL

C = CIVIL

D = DEMOLITION

E = ELECTRICAL

ID = INTERIOR DESIGN

L = LANDSCAPE

LS = LIFE SAFETY

M = MECHANICAL

P = PLUMBING

Q = EQUIPMENT

S = STRUCTURAL

SHEET TYPE SUB SERIES

1 = FLOOR PLANS AND REFLECTED CEILING PLANS

2 = EXTERIOR / INTERIOR ELEVATIONS

3 = BUILDING AND WALL SECTIONS

4 = ENLARGED PLANS AND ELEVATIONS PLANS, SECTIONS

5 = CONSTRUCTION DETAILS

6 = SCHEDULES

ROOM NAME

ELEVATION NUMBER

SHEET NUMBER

INTERIOR

ELEVATION

NUMBER

SHEET NUMBER

DETAIL NUMBER

VIEW TITLE

DETAIL / SHEET SCALE

SECTION NUMBER SECTION NUMBER

SHEET NUMBER SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

CEILING TYPE

HEIGHT ABOVE

FLOOR LEVEL

VIEW LOCATION

MATCHLINE SEE A/101

TITLE

A101

VIEW ORIGIN

A101

A1

A501

A101

A1

A501

A101

A1

A501 A101

A1

A501

A101

A1

A501

LEVEL NAME

ELEVATION

4A101

A101

PHOTO ELEVATION REFERENCE,

MULTIPLE

PHOTO ELEVATION REFERENCE

SIM ELEVATION NUMBER

SHEET NUMBER

INTERIOR

ELEVATION

NUMBER

SHEET NUMBER

SLOPE TRIANGLE

RISE

RUN

A001

HORIZONTAL

ASSEMBLIES

TYPE

X

A101

SHEET NUMBER

SHEET TYPE SUB SERIES

DISCIPLINE / SERIES

CABINET LEGEND

W## = WALL CABINET WLS## = WALL LAZY SUSAN CABINET

B## = BASE CABINET BLS## = BASE LAZY SUSAN CABINET

DB## = DRAWER BASE CABINET CB## = CORNER BASE CABINET

SB## = SINK BASE CABINET CW## = CORNER WALL CABINET

W#### = RANGE & REF. WALL CABINETS

(#### = WIDTH & HEIGHT)

0 1" 3"2"

SCALE: 12" = 1' - 0"

FIBERGLASS

INSULATION

WOOD BLOCKING

OR FRAMING

RIGID

INSULATION

STONE

UNDISTURBED EARTH

CONCRETE

SPRAY FOAM

INSULATION

PLYWOOD

GYPSUM BOARD

GRAVEL

SAND

PARTICLE BOARD

CONCRETE MASONRY UNIT

BRICK

STEEL

PAVING

DISTURBED EARTH

WOOD SHIM

FINISH WOOD

CALLOUT BOUNDARY

BEYOND

CENTERLINE

CONTINUOUS LINE

DEMOLISHED

FLASHING

GRID LINE

MATCHLINE

HIDDEN

WEATHER BARRIER

UNDERLAYMENT

OVERHEAD

GRADE

CONTROL JOINT

VAPOR BARRIER

DOMESTIC COLD WATER

SHUT OFF VALVE

DOMESTIC HOT WATER

SANITARY WASTE

& AND

@ AT

ø DIAMETER

# NUMBER

LB/LBS POUND(S)

1ST FIRST

2ND SECOND

3RD THIRD

4TH FOURTH

5TH FIFTH

ACT ACOUSTIC CEILING TILE

AFF ABOVE FINISH FLOOR

BM BENCH MARK

BO BOTTOM OF

BTM BOTTOM

CJ CONTROL JOINT

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

CPT CARPET

CT CERAMIC TILE

DEMO DEMOLISH OR DEMOLITION

DN DOWN

DWG DRAWING

EA EACH

EC ELECTRICAL CONTRACTOR

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

ELEC ELECTRICAL

ELEV ELEVATION

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EW EACH WAY

FD FLOOR DRAIN

FF FINISH FLOOR

FRGWB FIRE RATED GYPSUM WALL BOARD

GA GAGE/GAUGE

GC GENERAL CONTRACTOR

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HW HOT WATER

HVAC HEATING VENTILATION & AIR CONDITIONING

ICF INSULATED CONCRETE FORM

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MLT METAL

MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OSB ORIENTED STRAND BOARD

PC PLUMBING CONTRACTOR

PLUMB PLUMBING

PT PRESSURE TREATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RCP REFLECTED CEILING PLAN

RM ROOM

RO ROUGH OPENING

SIM SIMILAR

SS STAINLESS STEEL

STRUCT STRUCTURAL

T&G TOUNGE AND GROOVE

TO TOP OF

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FEILD

W/ WITH

W/O WITHOUT

WD WOOD

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

NOTE: EVERY EFFORT WILL BE MADE TO USE FULL WORDS

INSTEAD OF ABBREVIATIONS

EXCEPTIONS: WHERE SPACE REQUIREMENTS PROHIBIT IT

OR WHERE STANDARD INDUSTRY ABBREVIATIONS ARE

GENERALLY ACCEPTABLE SUBSTITUTES

1.

2.

3.

4.

5.

6.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO OWNER AND

ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION OR ORDER OF ANY CUSTOM MATERIALS. INCONSISTENCIES IN PLANS MUST BE REPORTED TO THE OWNER AND ARCHITECT/ENGINEER.

WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS & DETAILS AND BE

RESPONSIBLE FOR SAME.

CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO SCALED DIMENSIONS FROM THE BLUEPRINT.

ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED TO WEATHER TO BE PRESSURE TREATED.

SEAL ALL PENETRATIONS THRU EXTERIOR, INTERIOR & FOUNDATION WALLS, FLOOR & ROOF ASSEMBLIES.

1.

2.

3.

4.

5.

6.

7.

8.

ALL WOOD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION" BY THE AMERICAN WOOD COUNCIL AND TO LOCAL BUILDING CODES.

PRESERVATIVE TREATED WOOD MEMBERS SHALL BE NUMBER 2 GRADE AND BETTER SOUTHERN YELLOW PINE.

ALL PRESSURE TREATED LUMBER IN CONTACT WITH GROUND OR CONCRETE IS REQUIRED TO BE UC4A TREATED. REFER TO THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) 2014 BOOK OF STANDARDS AND INTERNATIONAL CODE COUNCIL-

EVALUATION.

ALL 4x4 WOOD COLUMNS TO BE PRESERVATIVE TREATED, CONSTRUCTION GRADE, SOUTHERN YELLOW PINE AND GRADED

TO MEETING OR EXCEEDING STRESS GRADING REQUIREMENTS AS FOLLOWS:

BENDING (FB) SHEAR (FV) MODULUS OF ELASTICITY (E)

875 PSI 175 PSI 1,400,000 PSI

ALL WOOD MEMBERS, JOISTS TO BE PRESERVATIVE TREATED, NUMBER 2 GRADE OR BETTER, SOUTHERN YELLOW PINE, AND

GRADED TO MEETING OR EXCEEDING STRESS GRADING REQUIREMENTS AS FOLLOWS:

BENDING (FB) SHEAR (FV) MODULUS OF ELASTICITY (E)

1200 PSI 175 PSI 1,600,000 PSI

ALL JOIST HANGERS USED FOR FLUSH FRAMING SHALL STAINLESS STEEL OR HOT-DIPPED GALVANIZED, BASIS OF DESIGN "SIMPSON STRONG TIE" HUS28. HANGERS SHALL BE INSTALLED PER MANUFACTURES INSTALLATION INSTRUCTION, HARDWARE SHALL NOT BE REDUCED.

COLUMN BASES BASIS OF DESIGN TO BE 'SIMPSON STRONG-TIE' ABU44SS, FASTENED TO PRECAST DECK POST WITH 'SIMPSON STRONG TIE' RFB#4X8HDGP2. COLUMN BASES FASTENED TO COLUMN PER MANUFACTURES INSTALLATION INSTRUCTION.

ALL FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED MATERIAL, INCLUDING, ANCHOR BOLTS, HANGERS, NAILS, ETC. TO BE DOUBLE DIP GALVANIZED OR STAINLESS STEEL.

MANEUVERING AT MANUAL SWINGING DOOR - ICC 404.2.3.2

MANEUVERING AT TWO DOORS IN A SERIES - ICC 404.2.5

(a)

18" MIN60

M

IN

(a)

FRONT APPROACH, PULL SIDE

(c)

HINGE APPROACH, PULL SIDE

(d)

HINGE APPROACH, PULL SIDE

42" MIN

M

IN

M

IN

(b)

FRONT APPROACH, PUSH SIDE

M

IN

36" MIN

(e)

HINGE APPROACH, PUSH SIDE

M

IN

22" MIN

(f)

LATCH APPROACH, PULL SIDE

24" MIN

M

IN

(g)

LATCH APPROACH, PUSH SIDE

24" MIN

M

IN

12" MIN

REQUIRED IF BOTH

CLOSER AND LATCH

ARE PROVIDED

REQUIRED IF BOTH

CLOSER AND LATCH

ARE PROVIDED

6" M

IN

REQUIRED IF

CLOSER PROVIDED

60" MIN

(b)

60" MIN

M

IN

W

ID

TH

DO

O

R

(c)

60" MIN

CLEAR FLOOR SPACE - ICC 305.3 SIZE

T-SHAPED TURNING SPACE - ICC 304.3.2.1

M

IN

M

IN

68" MIN

M

IN

16" MIN 36" MIN 16" MIN

ø 67" MIN

T-SHAPED - OPTION 1

CIRCULAR

M

IN

30" MIN

THESE CODE REQUIRED CLEARANCES MUST BE MET.

MANEUVERING CLEARANCE AT RECESSED DOORS - ICC 404.2.3.5

M

IN 18" MIN

X

8"

(b)

PUSH SIDE

M

IN

X

8"

(C)

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

M

IN

X

8"

12" MIN

(a)

PULL SIDE

REFERENCE STANDARD - 2017 ICC/A117.1

6" M

IN

6" M

IN

M

IN

M

IN

W

ID

TH

DO

O

R

TURNING SPACE - ICC 304.3.1.1

T-SHAPED - OPTION 2

M

IN

M

IN

64" MIN

M

IN

11" MIN 42" MIN 11" MIN

T-SHAPED - OPTION 3

M

IN

M

IN

64" MIN

M

IN

12" MIN 40" MIN 12" MIN

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

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GENERAL

NOTES,

SYMBOLS,

LEGENDS &

WALL TYPES

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DRAWING SYMBOLS

MATERIAL SYMBOLS

LINE TYPES

PROJECT ABBREVIATIONS

GENERAL NOTES

WOOD FRAMING NOTESACCESSIBILITY LEGEND

REVISIONS

# BY DATE

D03

D02

D02

D03

D07

D02

D03

D02

D06

D03

D07

D02

D03

D02

D04

D03

D05

D01 D01

D03 D08

D03

D01

D03

D03

D02

D03

D02

D03

D03

D05

D02

D03

D09

D09

D10

D07

D07

D02

D03

D09

D05

D09

5' - 0" 25' - 0" 5' - 0"

35' - 0"

5'

7'

/1 6"

4'

4' - 0"

12' - 8" +/- 6' - 10"

-2"

-2"-1' - 5"

-2' - 7"

D11

D06D06

3'

9'

4'-8" +/- 22' - 0" 5' - 0"

1"

27' - 0"

EXISTING STRUCTURE TO REMAIN.

NO INTERIOR WORK REQUIRED.

EXISTING CONCRETE

SIDEWALK

EXISTING COVERED EXIT

AND STAIR TO REMAIN

EXISTING ASPHALT

DRIVEWAY TO REMAIN.

D1012

D101

D101

1/4" = 1'-0"D101 D101

3 EXISTING FRONT RAMP 02

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

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DEMOLITION

PLANS &

EXISTING

PHOTOS

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0 4' 8' 12'2'1'

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

1/4" = 1'-0"D101 D101

2 EXISTING FRONT RAMP 01

N O

R

TH

KEY

VALUE KEYNOTE TEXT

D01 DEMOLISH DECKING, DECK FRAME, AND ASSOCIATED FOUNDATION.

D02 DEMOLISH RAMP DECKING, RAMP FRAME, AND ASSOCIATED FOUNDATION.

D03 DEMOLISH RAILING ASSEMBLY.

D04 DEMOLISH STAIRS, STAIR FRAMING, AND ASSOCIATED FOUNDATION.

D05 DEMOLISH PORTION OF EXISTING CONCRETE SIDEWALK.

D06 DEMOLISH EXISTING GARDEN AREA, TURN OVER TO OWNER LANDSCAPE

TIMBERS AND ALL LANDSCAPE & GARDEN ITEMS.

D07 TEMPORARILY REMOVE AND RELOCATE EXISTING RAISED PLANTER BEDS,

COORDINATE WITH OWNER.

D08 DEMOLISH STAIR ASSEMBLY.

D09 TEMPORARILY REMOVE PORTION OF SIDING TO INSTALL NEW FLASHING,

SAVE EXISTING SIDING FOR REINSTALLATION.

D10 REMOVE TRANSITION STRIP.

D11 DEMOLISH EXISTING LINEAR TRENCH DRAIN, STORM OUTLET TO REMAIN

AND BE REUTILIZED.

DEMOLITION KEYNOTES

1/4" = 1'-0"D101

EXISTING REAR RAMP4 EXISTING REAR RAMP

1/4" = 1'-0"D101

DEMOLITION PLAN1 DEMOLITION PLAN

0"

-6"

0"

EXISTING STRUCTURE, NO INTERIOR WORK REQUIRED

0"

37' - 4" 3' - 10" 38' - 10"

80' - 0"

14' - 10"

DN

-3' - 2"

RAMP DOWN

RAMP DOWN

/2

1'

A100 A101

A100 A102

1 Sim

A100 A101

-2' - 6"

0"

-2' - 6"

-3' - 0"

RA

M

P

DO

W N

RAMP DOWN-1' - 7 1/2"

STAIRS

DOWN

STAIRS

DOWN

1"/1'-0"

1"/1'-0"

1"/1'-0"

1" /1

'-0

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

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A100

OVERALL

FLOOR PLAN

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0 4' 8' 12'2'1'

SCALE: 1/4" = 1' - 0" 1/4" = 1'-0"A100

OVERALL FLOOR PLAN1 OVERALL FLOOR PLAN

N O

R

TH

DN

BOTTOM LANDING

9' - 4" +/-

1" / 1'-0"

1" / 1'-0"

RAMP DOWN

RAMP DOWN

0"

-8"

-3' - 2"

NEW CONCRETE BOTTOM LANDING

& ADA TRANSITION TO DRIVEWAY

NEW ADA COMPLAINT STAIR

AND RAILING ASSEMBLY

5 T @ 11" &

NEW MIDDLE LANDING,

FOUNDATION, FRAMING, AND

RAILING ASSEMBLY

NEW RAMP, FOUNDATION,

FRAMING, AND RAILING

ASSEMBLY

NEW DECK, FOUNDATION,

FRAMING, AND RAILING

ASSEMBLY

6R @ 6 85/256" 0"

A101A101

A101A101

RAMP LENGTH

8' - 0"

MIDDLE LANDING

7' - 0"

RAMP LENGTH

30' - 0"

MIDDLE LANDING

7' - 0"

RA

M

P W

ID

TH

5'

1/

2"

RA

M P

W

ID

TH

5'

1'

/2

TOP LANDING

6' - 6 1/2"

TYPICAL CONTROL JOINTS

SEE DETAILS, A501

EXISTING RESIDENCE

EXISTING SIDEWALK

NEW

TRANSITION

STRIP

ALL DISTURBED AREAS TO

RECEIVE TOPSOIL & SEED

5'

5'

/2

5' - 4 3/8" 5' - 4 3/8" 5' - 4 3/8" 4' - 10 1/8"

PIN NEW CONCRETE SIDEWALK

INTO EXISTING, SEE DETAIL, A501

10' - 1 1/2" 4' - 8" 6' - 0" 9' - 2 1/2" 6' - 5 1/2"

4'

1/ 2"

4'

1/ 2"

4x4

4x4

4x4 4x4

4x4

4x44x4

4x4

4x4 4x4

4x4

2x8

2x8

2x8

4'

1/ 2"

4'

1/ 2"

C L C L

C L

C L C L

C L

CL CL CL CL

CL CL CL

A101A101

A101A101

P.

T.

x8

6" O

.C

4x4

4x4

36' - 5 1/2"

/4

4' - 8" 6' - 0"

2x8 2x8 2x8

2x8

(5) P.T. STRINGERS EVENLY SPACED

ALL PRESSURE TREATED LUMBER IN CONTACT WITH GROUND IS

REQUIRED TO BE UC4A TREATED. REFER TO THE AMERICAN WOOD

PROTECTION ASSOCIATION (AWPA) 2014 BOOK OF STANDARDS AND

INTERNATIONAL CODE COUNCIL-EVALUATION.

EXISTING RESIDENCE

EXISTING RESIDENCE

9'

1'

/4

CL

4' - 7 1/4" 4' - 7 1/4"5' - 0 3/4" 5' - 0 3/4"

2x8

2x8

2x8 2x8

P.

T.

x8

O .C

2x8

2x8

2x8

4x4

2x8

2x8

TYPICAL CAST-IN-PLACE GRADE

BEAM AT BASE OF RAMP

TYPICAL PRE-CAST

CONCRETE DECK PIER

TYPICAL THICKENED CONCRETE

SLAB AT BASE OF STAIR.

2x8

A101 A502

TYPICAL 'SIMPSON STRONG-

TIE' HUS26SS JOIST HANGER

FASTENED TO LEDGER WITH

'SIMPSON STRONG-TIE'

SDS25112SS

2x8

P.T. 2x JOISTS FASTENED TO P.T. 4x COLUMNS WITH 1/4" x 5" S.S. STRUCTURAL WOOD

SCREW

TYPICAL INFILL

BETWEEN 2x RIM BANDS WITH P.T. 4x4 POSTS

TYPICAL INFILL BETWEEN 2x RIM BANDS WITH P.T. 4x4 POSTS

TYPICAL INFILL BETWEEN 2x RIM BANDS WITH P.T. 4x4 POSTS

FIRST FLOOR

0"

4' - 8" 6' - 0" 9' - 2 1/2" 6' - 5 1/2"4 A101 A502

2x8

UNDISTURBED SOILS

SAND BACKFILL SAND BACKFILL

UNDISTURBED SOILS

8" COMPACTED GRAVEL BELOW

CONCRETE SIDEWALK

4" CONCRETE WALKWAY

UNDISTURBED SOILS

TYPICAL PRE-CAST

CONCRETE DECK PIER

SAND BACKFILL TO BE REPLACED

WITH GRAVEL IN AREAS WHERE

TREATED LUMBER IS BELOW GRADE

TYPICAL GUARD RAIL

WITH HANDRAIL

TYPICAL HANDRAIL

EXTENSION & RETURN AT

TOP OF STAIR & RAMP

GRADE

2x8 2x8

1" / 1'-0"

FIRST FLOOR

0"

2x8

UNDISTURBED SOILS

SAND BACKFILL

UNDISTURBED SOILS

SAND BACKFILLSAND BACKFILL

7' - 0" 30' - 0"

SAND BACKFILL TO BE REPLACED WITH GRAVEL IN

AREAS WHERE TREATED LUMBER IS BELOW GRADE

TYPICAL GUARD RAIL

WITH HANDRAIL

TYPICAL HANDRAIL EXTENSION &

RETURN AT BOTTOM OF RAMP

8" COMPACTED GRAVEL BELOW

CONCRETE SIDEWALK AND GRADE BEAM

TYPICAL PRE-CAST

CONCRETE DECK PIER

GRADE

A101 A502

2x8

2x8 2x8

2x8

1" / 1'-0"

8"

3'

0"

3'

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

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FRONT RAMP

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0 4' 8' 12'2'1'

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

N O

R

TH

1/4" = 1'-0"A100 A101

2 ENLARGED PARTIAL FRONT ENTRANCE RAMP PLAN

1/4" = 1'-0"A100 A101

1 ENLARGED PARTIAL FRONT ENTRANCE STRUCTURAL FRAMING PLAN

3/8" = 1'-0"A101 A101

3 FRONT RAMP SECTION 01

3/8" = 1'-0"A101 A101

4 FRONT RAMP SECTION 02

A101

FRONT PERSPECTIVE5 FRONT PERSPECTIVE

DN

-2' - 6"

RA

M P

DO

W

N

NEW DECK, FOUNDATION,

FRAMING, AND RAILING

ASSEMBLY

NEW ADA COMPLAINT STAIR

AND RAILING ASSEMBLY

NEW CONCRETE BOTTOM

LANDING AT GRADE

NEW ADA COMPLIANT GUARD

RAIL WITH HANDRAIL

RAMP DOWN

6R @ 6" 5 T @ 11"

1"

1' -0

1" / 1'-0"

MIDDLE LANDING

7' - 0"

RAMP LENGTH

19' - 10"

UPPER LANDING

7' - 8"

0"

0"

-1' - 8"

NEW CONCRETE

BOTTOM LANDING WITH

ADA TRANSITION TO

EXISTING SIDEWALK

NEW RAMP, FOUNDATION,

FRAMING, AND RAILING

ASSEMBLY

NEW RAMP, FOUNDATION,

FRAMING, AND RAILING ASSEMBLY

NEW MIDDLE LANDING,

FOUNDATION, FRAMING,

AND RAILING ASSEMBLY

RAMP WIDTH

5' - 0" ~ 2' - 6"

RA

M

P W

ID

TH

5'

2'

8'

6'

7'

5' - 4" 6' - 0"

2'

/2

0" -2' - 6"

-3' - 0"

A102A102

A102A102

A102A102

6'

3' - 8" 2' - 4"

EXISTING

STRUCTURE

LINEAR CHANNEL DRAIN-

DESIGN BASIS NDS 5"PRO

SERIES CHANNEL DRAIN WITH

ADA COMPLAINT GRATE

INSTALL PER MANUFACTURES INSTALLATION

INSTRUCTION AND ROUTE DRAIN TOWARD

EXISTING STORM .

IF NO EXISTING STORM DISCHARGE, PROVIDE

DOWNSPOUT AND SPLASH BLOCK TO ROUTE

WATER AWAY FROM STRUCTURE. ASSEMBLY

TO BE CONCEALED BELOW NEW DECK.

TYPICAL, 1' EXTENSION AT

TOP OF RAMP

TYPICAL RAILING EXTENSION

AT TOP OF STAIRS

TYPICAL, 1' EXTENSION AT

TOP OF STAIR

8"

NEW ALUMINUM FLASHING TO BE

INSTALLED AND FASTENED BELOW

EXISTING THRESHOLD

2 Sim

A502A102

2 Sim

A502A102

4'

/2

3'

/2

4'

/2

4'

/2

4'

/2

5'

5'

2'

4'

/2

C L C L

C L C L

CL CLCL CL CL CL CL CL

C L

C L

2x12

4x44x44x4 4x4

A102A102

A102A102

A102A102

C L

C L

CLCL

4' - 5 1/2" 2' - 9 1/4"

6'

/2

6' - 5 1/2" 10' - 6 1/4" 10' - 6 1/4" 6' - 5 1/2"

4x4 4x4 4x4

C L

9" 4' - 7" (5) P.T. 2x12

STRINGERS

EVENLY SPACED

2x12

2x8

2x8

12' - 2"

EXISTING

STRUCTURE

LEDGER

LEDGER

2x8 2x8

2x8

ALL PRESSURE TREATED LUMBER IN CONTACT

WITH GROUND IS REQUIRED TO BE UC4A

TREATED. REFER TO THE AMERICAN WOOD

PROTECTION ASSOCIATION (AWPA) 2014

BOOK OF STANDARDS AND INTERNATIONAL

CODE COUNCIL-EVALUATION.

5' - 3" 5' - 3 1/4" 5' - 3 1/4" 5' - 3"4' - 5 1/2" 2' - 0"

5' - 4"

C L C L

P.T. 2x8 @ 16" O.C.

(2) 2x10

P.T. 2x8 @ 16" O.C.

P.

T.

x8

O .C

P.T. 2x8 @ 16" O.C.

TYPICAL CAST-IN-

PLACE GRADE BEAM

AT BASE OF RAMP

2x8

2x8

2x10

2x8 4x4

4x4

4x4

4x4

4x4

TYPICAL PRE-CAST

CONCRETE DECK PIER

2x8

2x8

2x8

2x8

SIMPSSON STRONG TIE

HUS 210-2 HANGER

2x8

2x8

2x8

2x12

4x4

4x4

4x4

4x4

4x4

2 Sim

A502A102

2 Sim

A502A102

4' - 10 1/2"

4x4

TYPICAL 'SIMPSON STRONG-TIE' HUS26SS

JOIST HANGER FASTENED TO LEDGER

WITH 'SIMPSON STRONG-TIE' SDS25112SS

P.T. 2x JOISTS FASTENED TO P.T. 4x COLUMNS WITH 1/4" x 5"

S.S. STRUCTURAL WOOD SCREW

TYPICAL INFILL

BETWEEN 2x RIM BANDS WITH P.T. 4x4 POSTS

TYPICAL 'SIMPSON STRONG-

TIE' SUR/L26 JOIST HANGER

FASTENED TO LEDGER WITH

PER MANUFACTURES

INSTALLATION INSTRUCTIONS

TYPICAL INFILL BETWEEN 2x RIM BANDS WITH P.T. 4x4 POSTS

SIMPSSON STRONG TIE

HUS 210-2 HANGER

FIRST FLOOR

0"

2x8

2x8

SAND BACKFILL

UNDISTURBED SOILS

SAND BACKFILL

GRADE

UNDISTURBED SOILS

6' - 5 1/2"10' - 6 1/4"10' - 6 1/4"6' - 5 1/2"

5' - 3"5' - 3 1/4"5' - 3 1/4"5' - 3"

FIRST FLOOR

0"

3'

2x8

UNDISTURBED SOILS

8" COMPACTED GRAVEL BELOW

CONCRETE SIDEWALK AND GRADE

BEAM

4" CONCRETE WALKWAY

SAND BACKFILL TO BE REPLACED

WITH GRAVEL IN AREAS WHERE

TREATED LUMBER IS BELOW GRADE

TYPICAL HANDRAIL EXTENSION &

RETURN AT BOTTOM OF RAMP

GRADE

SAND BACKFILL

6' - 5 1/2" 10' - 2" 3 Sim

A101 A502

8" COMPACTED

GRAVEL BELOW

CONCRETE SIDEWALK

4" CONCRETE

WALKWAY

SAND BACKFILL TO

BE REPLACED WITH

GRAVEL IN AREAS

WHERE TREATED

LUMBER IS BELOW

GRADE

TYPICAL HANDRAIL

EXTENSION & RETURN

AT BOTTOM OF STAIR

4 Sim

A101 A502

TYPICAL HANDRAIL

EXTENSION & RETURN

AT TOP OF STAIR

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

3/

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0 4' 8' 12'2'1'

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

N O

R

TH

1/4" = 1'-0"A100 A102

2 ENLARGED PARTIAL REAR ENTRANCE RAMP PLAN

1/4" = 1'-0"A101 A102

1 ENLARGED PARTIAL REAR ENTRANCE STRUCTURAL RAMP PLAN

3/8" = 1'-0"A102 A102

3 REAR RAMP SECTION 01

3/8" = 1'-0"A102 A102

4 REAR RAMP SECTION 02

3/8" = 1'-0"A102 A102

5 REAR RAMP SECTION 03

A102

REAR PERSPECTIVE6 REAR PERSPECTIVE

2x6 COMPOSITE LUMBER, CONTINUOUS DRINK RAIL

ASSEMBLY @ 36" A.F.F. - (PRE-FINISHED WHITE)

2x6 COMPOSITE LUMBER TOP RAIL FASTENED TO 4x4 WOOD POST WITH 1/4"x3-1/2" STAINLESS STEEL STRUCTURAL

WOOD SCREWS. COLUMN WRAP TO BE MODIFIED AND CUT

AROUND TOP RAIL (PRE-FINISHED WHITE)

2" DIA. ALUMINUM ADA

COMPLIANT HAND RAIL

P.T. 4x4 WOOD POST WITH 5/8" PVC WRAP, SEE PLANS

FOR LAYOUT (PRE-FINISHED WHITE)

2x2 COMPOSITE LUMBER PICKETS FASTENED TO 2x6 & 2x4 COMPOSITE RAILS WITH 1/4"x2-1/2" STAINLESS

STEEL STRUCTURAL WOOD SCREWS @ TOP & BOTTOM

(PRE-FINISHED WHITE)

2x4 COMPOSITE LUMBER BOTTOM RAIL ASSEMBLY FASTENED TO 4x4 P.T. WOOD POST WITH 1/4"x3-1/2" STAINLESS STEEL

STRUCTURAL WOOD SCREWS. COLUMN WRAP TO BE MODIFIED

AND CUT AROUND TOP RAIL (PRE-FINISHED WHITE)

M

IN

IM

U

M G

U

AR

D

GRADE

SAND BACKFILL

1/

2"

*V

AR

IE

S*

TYPICAL HANDRAIL ASSEMBLY

5/4x6 COMPOSITE DECKING (PRE-FINISHED COLOR

TO BE SELECTED BY OWNER/ARCHITECT)

TYPICAL CONCRETE PIER & POST ASSEMBLY

'SIMPSON STRONG-TIE' ABU44SS, FASTENED TO

PRECAST DECK POST WITH 'SIMPSON STRONG TIE'

RFB#4X8HDGP2, AND TO 4x4 P.T. WOOD POST

W/ MIN. (4) EACH SIDE 'SIMPSON STRONG-TIE'

SDS25112

4x4 P.T. WOOD POST

SAND BACKFILL

TYPICAL 'CAMP' PRECAST DECK

POST

2'

1"

CL

P.T. 2x8 WOOD RIM BAND FASTENED TO P.T. 4x4 WOOD POST WITH 1/4"x5" STAINLESS STEEL

STRUCTURAL WOOD SCREWS

5/8"x8 PVC TRIM BOARD FASTENED TO 2x8 WOOD RIM BAND WITH 1/4"x3-1/2" STAINLESS STEEL

STRUCTURAL WOOD SCREWS (PRE-FINISHED WHITE)

1/2"

5'

M

IN

COMPACTED FILL &/OR

UNDISTURBED SOIL

TYPICAL SKIRTING

4" TOPSOIL, SEED & MULCH

2 1/4" 5 1/2"

5/8"x4 PVC PICKET ASSEMBLY FASTENED TO 2x8 P.T.

WOOD RIM BAND AT TOP AND 2x4 COMPOSITES LUMBER AT BOTTOM WITH 1/4"x3-1/2" STAINLESS STEEL

STRUCTURAL WOOD SCREWS (PRE-FINISHED WHITE)

2"

1 Sim

A501A501

GRADE

SAND BACKFILLSAND BACKFILLSAND

BACKFILL

SEE PLAN

SAND

BACKFILL

5/4x6 COMPOSITE DECKING INSTALLED PER

MANUFACTURERS INSTALLATION INSTRUCTIONS (PRE-

FINISHED COLOR TO BE SELECTED BY OWNER/ARCHITECT)

P.T. 2x8 WOOD JOISTS @ 16" O.C. MOUNTED TO P.T.

2x8 WOOD LEDGER/2x8 P.T. WOOD RIM BAND WITH

'SIMPSON STRONG-TIE LU28' FACE MOUNT JOIST HANGER

FASTENED WITH 1/4"x3-1/2" STAINLESS STEEL

STRUCTURAL WOOD SCREWS

P.T. 2x8 WOOD RIM BAND FASTENED TO P.T.

4x4 WOOD POST WITH 1/4"x5" STAINLESS

STEEL STRUCTURAL WOOD SCREWS

5/8"x8 PVC TRIM BOARD FASTENED TO RIM BAND WITH 1/4"x3-1/2" STAINLESS STEEL STRUCTURAL

WOOD SCREWS (PRE-FINISHED WHITE)

5/8"x4 PVC PICKET ASSEMBLY FASTENED TO P.T. 2x8 WOOD RIM BAND AT TOP AND 2x4 COMPOSITES LUMBER AT BOTTOM WITH 1/4"x3-1/2" STAINLESS STEEL

STRUCTURAL WOOD SCREWS (PRE-FINISHED WHITE)

TYPICAL DECK AND GUARD ASSEMBLY

2" DIA. ALUMINUM ADA COMPLIANT HAND RAIL

VA

RI

ES

VA

RI

ES

1/ 4"

2x4 COMPOSITE LUMBER FASTENED TO 4x4 P.T. WOOD POST WITH 1/4"x3-1/2" STAINLESS STEEL STRUCTURAL

WOOD SCREWS (PRE-FINISHED WHITE)

CLCL

1"

COMPACTED FILL &/OR

UNDISTURBED SOIL

2x2 COMPOSITE LUMBER PICKETS SPACED WITH 3-1/2"

MAXIMUM GAP BETWEEN (PRE-FINISHED WHITE)

3 1/2"

3 1/2"

1/

2"

MAXIMUM SPACING

2"

CONSTRUCTION JOINT AT STOPPAGE OF

POUR. FILL JOINT WITH SEALANT. SUBMIT

POUR PLAN FOR APPROVAL INDICATING

STOPPAGE LOCATIONS PRIOR TO PLACEMENT.

NEW 8" SELECT GRANULAR FILL

(3) EVENLY SPACED 1/2" DIA. SMOOTH

DOWEL EMBEDDED INTO EXISTING AND

NEW CONCRETE SLAB A MINIMUM OF 6",

GREASE EXPOSED END

1/8" W. X 1/4 DEPTH OF SLAB

SAWCUT CONTROL JOINT. FILL WITH

SEALANT. 16' SQUARE MAXIMUM.

REFERENCE FLOOR SLAB PLAN.

UNDISTURBED SOIL OR

COMPACTED SUBGRADE

TYPICAL EXISTING 4" CONCRETE

SIDEWALK

TYPICAL NEW 4" CONCRETE SIDEWALK

EXISTING 8" SELECT GRANULAR FILL

4" CONC. WALK W/ 6x6, W1.4 X W1.4 W.W.M.

REINF. 4000 P.S.I. CONC. (SEE NOTE #5)

COMPACTED SUBGRADE

SIDEWALK EDGE 1/2" RADIUS SET

1/2" ABOVE PAVEMENT GRADE

8" NYSDOT ITEM #2

COMPACTED GRAVELTYPICAL PAVEMENT

SECTION

1.

2.

3.

4.

5.

PROVIDE TYPICAL TOOLED FINISH AT SIDEWALK EDGES.

PROVIDE TYPICAL TOOLED CONTROL JOINT AT SPACING TO MATCH

WIDTH OR AS SHOWN IN DRAWINGS.

PROVIDE BREAK IN POUR/EXPANSION JOINT WITH 1/4" MINIMUM

THICKNESS PREMOLDED FILLER EVERY 20'-0" (FOR 5' WIDE WALK,

ADJUST INCREMENT TO MATCH WIDTH).

PROVIDE LIGHT BROOM FINISH PERPENDICULAR TO SIDEWALK.

CONCRETE SURFACES TO BE SEALED WITH PENETRATING SILANE

SEALER EQUAL TO SILENCURE-A BY CHEMMASTERS.

GRADE

4" TOPSOIL

& SEED

COMPACTED SUBGRADE

4" 8"

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

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DETAILS

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1" = 1'-0"A501 A501

1 TYPICAL LANDING & RAILING ASSEMBLY DETAIL

1" = 1'-0"A501

2 TYPICAL LANDING & GUARD RAIL ELEVATION DETAIL

1" = 1'-0"A501

TYPICAL CONCRETE WALK/PAD DETAIL4 TYPICAL CONCRETE WALK/PAD DETAIL

1" = 1'-0"A501

CONCRETE CONTROL JOINT & CONNECTION DETAIL, TYPICAL3 CONCRETE CONTROL JOINT & CONNECTION DETAIL, TYPICAL

NOTE:

FILL ALL VOIDS WITH SPRAY FOAM INSULATION.

EXTERIOR INTERIOR

EXISTING FINISH FLOORING

NEW DECK ASSEMBLY

PRE-FINISHED

ALUMINUM FLASHING

EXISTING 2x8 WOOD

"RIMBAND" CONSTRUCTION

P.T. 2x WOOD

DECK LEDGER

1/2" HOT-DIPPED GALVANIZED BOLTS

AND WASHERS, STAGGERED @ 12" O.C.

GALVANIZED HOLD DOWN/TENSION TIE

4'-0" O.C. WITH 5/8" THREADED ROD,

WASHERS, AND NUTS. (2) LOCATIONS

MINIMUM PER LEDGER. INSIDE AND

OUTSIDE AS SHOWN.

TYPICAL JOIST HANGER

BASIS OF DESIGN "SIMPSON

STRONG TIE" HOT-DIPPED

GALVANIZED HUS28

P.T. 2x WOOD

DECK JOIST

TYPICAL, EXTEND FLASHING UP

UNDER EXISTING SIDING

EXISTING SUB-FLO0R

EXISTING FLO0R JOISTS

EXISTING FOUNDATION WALL ASSEMBLY

EXISTING SIDING, REINSTALLED ATOP

NEW FLASHING

GRADE

NEW BOTTOM J-TRACK, MATCH

EXISTING SIDING

PRE-FINISHED ALUMINUM FLASHING

INSTALLED BENEATH LEDGER AN

ATOP FOUNDATION INSULATION

EXISTING EXTERIOR WALL

ASSEMBLY

8" COMPACTED GRAVEL MINIMUM

UNDER CONCRETE SIDEWALK

TYPICAL 4x4 P.T. WOOD POST

WITH 5/8" PVC WRAP, BEYOND

PRE-FINISHED ALUMINUM ADA

COMPLIANT HAND RAIL ASSEMBLY

EXTENSION TO TURN BACK 90

DEGREES AND TERMINATE BACK INTO

POST WITH MANUFACTURER

APPROVED TERMINATION

1' - 0"

EXTEND HANDRAIL 1- 0" PAST LAST

TREAD AND RETURN TO POST, TYPICAL

O F

G U

AR

D

RA

IL

3'

TO

T

O P

2x12 P.T. WOOD STAIR STRINGER

EVENLY SPACED PROVIDE (5)

TREAD/RISER COMPOSITE BOARDS

FASTENED TO STAIR STRINGERS PER

MANUFACTURERS INSTRUCTIONS

'SIMPSON STRONG-TIE' LSCSS AT

EACH STRINGER FASTENED

WITH (4) 'SIMPSON STRONG-TIE'

SDS25112SS EACH WAY

P.T. 2x FASTENED TO P.T. 4x4 COLUMN WITH 1/4" x 5" IN

LENGTH S.S. STRUCTURAL

WOOD SCREWS

TYPICAL 'SIMPSON STRONG-TIE'

HUS26SS JOIST HANGER

FASTENED TO LEDGER WITH

'SIMPSON STRONG-TIE'

SDS25112SS

5/4"x6 COMPOSITE DECKING

TYPICAL GUARD RAIL ASSEMBLY

5 3/4" MAX.

SAND BACKFILL TO BE

REPLACED WITH GRAVEL IN

AREAS WHERE TREATED LUMBER

IS BELOW GRADE

/2

R @ 6 85/256"6 5 T @ 11"

P.T. 2x4 BLOCKING IN BETWEEN

STRINGERS FASTENED TO CONCRETE

WITH STRUCTURAL CONCRTEE

SCREW, BASIS OF DESIGN: "SIMPSON

STRONG TIE" TNT25314H

8" CONCRETE SIDE WALK WITH 8"

THICK SLAB EDGE.

FIRST FLOOR

0"

AVERAGE GRADE

-2' - 6"

5/4"x6 COMPOSITE

DECKING

TYPICAL GUARD RAIL

WTH HANDRAIL

1' - 0"

EXTEND HANDRAIL 1- 0" PAST END OF

RAMP AND RETURN TO POST, TYPICAL

PRE-FINISHED ALUMINUM ADA COMPLIANT

HAND RAIL ASSEMBLY EXTENSION TO TURN

BACK 90 DEGREES AND TERMINATE BACK

INTO POST WITH MANUFACTURER

APPROVED TERMINATION

3'

O F

G U

AR

D

RA

IL

3'

TO

T

O P

TYPICAL 4x4 P.T. WOOD POST WITH 5/8"

PVC WRAP, BEYOND

8" COMPACTED GRAVEL

MINIMUM UNDER CONCRETE

SIDEWALK

SAND BACKFILL TO BE REPLACED

WITH GRAVEL IN AREAS WHERE

TREATED LUMBER IS BELOW GRADE

1/2" BOND BREAM, EXPANSION

SEALED WITH SEALANT EQUAL TO

SIKAFLEX-1C SL

2x8 P.T. WOOD

FRAMING AT RAMP END

CONTINUOUS GRADE BEAM

#4 BENT BARS @ 12" O.C.

(3) #4, 12" IN LENGTH, REBAR

PINNED INTO GRADE BEAM AND

PRECAST PIER, EVENLY SPACED

DRILL & EMBED BARS 4" INTO

PRECAST PIER, EPOXY IN PLACE.

2x8

1'

1'

PRECAST CONCRETE PIER,

BEYOND

#3 REBAR STIRRUPS @ 1'-0" O.C.

(3) #4 REBAR EVENLY SPACED

VERTICALLY

(3) #4 REBAR EVENLY SPACED

VERTICALLY

TYPICAL PRE-CAST

CONCRETE DECK PIER

TYPICAL PRE-CAST

CONCRETE DECK PIER

4' - 10 1/2"

4x4

4x4

RAMP FRAMING, SEE

STRUCTURAL FRAMING PLAN

5' - 6 1/2"

8" 4' - 2 1/2" 8"

18" THICK 4,000 PSI, CAST-IN-PLACE

CONCRETE GRADE BEAM, ILLUSTRATED

WITH CONCRETE HATCH.

8" 8"

(3) #4 REBAR, 12" IN LENGTH EVENLY

SPACED VERTICAL PINNING GRADE BEAM

INTO PRECAST PIER. DRILL & EMBED BARS

4" INTO PRECAST PIER, EPOXY IN PLACE.

(3) #4 REBAR EVENLY SPACED VERTICAL

PINNING GRADE BEAM INTO PRECAST

PIER

(3) #4 REBAR, 12" IN LENGTH EVENLY

SPACED VERTICAL PINNING GRADE BEAM

INTO PRECAST PIER. DRILL & EMBED BARS

4" INTO PRECAST PIER, EPOXY IN PLACE.

(3) #4 REBAR EVENLY SPACED VERTICAL

PINNING GRADE BEAM INTO PRECAST PIER

INSIDE FACE OF PRECAST PIER

(3) #4 REBAR EVENLY SPACED VERTICAL

(3) #4 REBAR EVENLY SPACED VERTICAL

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

1 2 3 4

A

B

C

D

1 2 3 4 5

A

B

C

D

COPYRIGHT© - ARCHITECUTRAL &

ENGINEERING DESIGN ASSOCIATES, P.C.

HAS THE EXCLUSIVE RIGHT TO

REPRODUCE THE WORK, TO MAKE

DERIVATIVE USE OF IT, TO GRANT

LICENSES TO USE THE WORK, TO SELL

THE WORK AND TO OTHERWISE DEAL

WITH THE COPYRIGHT THROUGH THE

LIFE OF THE COPYRIGHT OWNER AND

FOR 50 YEARS BEYOND (UNLESS NOTED

OTHERWISE) - UNAUTHORIZED

ALTERATIONS AND/OR ADDITIONS TO

THIS DRAWING BEARING A LICENSED

ARCHITECT'S OR ENGINEER'S SEAL IS A

VIOLATION OF SECTION 7209,

SUBDIVISION 2, OF THE NEW YORK STATE

EDUCATION LAW. ONLY COPIES FROM

THE ORIGINAL OF THIS DRAWING

BEARING THE ORIGINAL ARCHITECT'S OR

ENGINEER'S SEAL AND SIGNATURE SHALL

BE CONSIDERED VALID TRUE COPIES.

1246 RT. 3 - P.O. BOX 762

PLATTSBURGH, NEW YORK, 12901

T: 518.562.1800 F:518.562.1702

E: JAA@AEDAPC.COM

ARCHITECTURAL & ENGINEERING

DESIGN ASSOCIATES, P.C.

3/

/2

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A502

STAIR & RAMP

DETAILS

25078

03-31-26

JRH

SEC

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RO

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PO

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DA

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TY

3" = 1'-0"A102 A502

2 DOOR 01 SILL/DECK LEDGER DETAIL

1 1/2" = 1'-0"A101 A502

4 BASE OF STAIR DETAIL

1 1/2" = 1'-0"A101 A502

3 BASE OF RAMP DETAIL

1" = 1'-0"A101 A502

1 ENLARGED BASE OF RAMP DETAIL