Design Smithville Deck.pdf

CONCRETE

WOOD GRAIN

DIMENSIONAL LUMBER

MASONRY (CONCRETE)

MASONRY (BRICK)

INSULATION (RIGID)

INSULATION (BATT)

PLASTIC PRODUCTS

INSULATION (SPRAY FOAM)

EARTH

GRAVEL/CRUSHED STONE

PLYWOOD

GYPSUM/PLASTER

CEMENT/MORTAR

ASPHALT SHINGLES

AR

EA

O F

W O

RK

OFFICE

KITCHEN

DINING ROOM

MED CLOSET

RECREATION ROOM

PORCH

P.R.

DECK

LIVING ROOM

OFFICE AREABATHROOM

BEDROOM

CLOSET

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Suite 300 875 East Main Street

Phone 585-530-2230 Fax 585-530-3302

Rochester, N. Y. 14605

ARCHITECTS A. I. A.

description date

REVISIONS

no.

DRAWING TITLE

drawn by checked

DRAWING NO.

date proj. no.

ISSUE DATE

proj. capt.

Peter L.

Morse & Associates

EXTERIOR DECK DEMOLITION

AND CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

NOTICE: IT IS A VIOLATION OF NEW YORK STATE LAW TO ALTER

PLANS, SPECIFICATIONS OR REPORTS TO WHICH THE SEAL OF

AN ARCHITECT HAS BEEN APPLIED. IT IS A VIOLATION OF THE

LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF

THE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,

THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM HIS SEAL

AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS

SIGNATURE AND THE DATE.

THESE DOCUMENTS AND ALL IDEAS, ARRANGEMENTS, DESIGNS

AND PLANS INDICATED THEREON OR REPRESENTED BY ARE

OWNED BY AND REMAIN THE PROPERTY OF PETER L. MORSE &

ASSOCIATES AND NO PART THEREOF SHALL BE UTILIZED BY

ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE

WHATSOEVER EXCEPT WITH THE SPECIFIC WRITTEN

PERMISSION OF PETER L. MORSE & ASSOCIATES. ALL RIGHTS

RESERVED. C

ABCD

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

T-1 01/03/24

JDB

PLM

01/03/24

PLM

Title Sheet

EXTERIOR DECK DEMOLITION AND

CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

ARCHITECT: PETER L. MORSE & ASSOCIATES

875 EAST MAIN STREET

ROCHESTER, NY 14605

LIST OF ABBREVIATIONS

ADD

AFF

ACOUS

ADJ

A/C

ALT

ALUM

APPROX

ANOD

BRNG

BD

BM

BLDG

BLKG

BOT

BRK

B. O.

CPT

CLG

CEM PLAS

CER T

CB

CL

COL

CONC

CMU

COND

CONN

CONST

CONT

CONTR

CJ

CORR

CU FT

CU YD

CRS

DR

DIA

DO

DS

DWG

DF

DECOR

DTL/DET

ELEC

ELEV

EQUIP

EXH

EQ

EA

EXT

EXIST

FIX

FIN

FEC

FL

FD

FOUND

FTG

GA

GALV

GC

GL

GCMU

GST

GYP BD

HDWR

HTG

HVAC

HGT

HC

HM

HORIZ

H'CAP

INCL

ID

INT

INV

IPS

INSUL

JC

JT

LAV

LAM

MAS

MO

MAX

MEMB

MIN

MR

MANUF

MTD

MTL/MET

NAT

NIC

NOM

NTS

N

OC

OD

OPG

OPP

O.H.

PLAS

PT/P

PBD

PART

PVMT

PERT

PLAM

PL

PWD

PSF

PSI

PTD

QT

REF

RAD

REF

REG

REINF

RES

REV

RD

RM

RO

RVT

SCH

SIM

SC

SPK

SPEC

SQ

SS

STR

STL

SUSP

TKBD

TKS

THK

T&G T&B

TOS

TYP

T'HOLD

UR

VB

VAR

VERT

VIF

VIN

VAT

VWC

W/ W/O

WC

WWF

WWM

WGL

WP

WR

WD

ADDITIONAL

ABOVE FIN. FL.

ACOUSTICAL

ADJACENT

AIR CONDITIONING

ALTERNATE

ALUMINUM

APPROXIMATE

ANODIZED

BEARING

BOARD

BENCH MARK

BUILDING

BLOCKING

BOTTOM

BRICK

BOTTOM OF

CARPET

CEILING

CEMENT PLASTER

CERAMIC TILE

CATCH BASIN

CENTER LINE

COLUMN

CONCRETE

CONC. MASONRY UNIT

CONDUCTOR

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CORRUGATED

CUBIC FEET

CUBIC YARDS

COURSE(S)

DOOR

DIAMETER

DITTO

DOWN SPOUT

DRAWING

DRINKING FOUNTAIN

DECORATIVE

DETAIL

ELECTRIC

ELEVATION

EQUIPMENT

EXHAUST

EQUAL

EACH

EXTERIOR

EXISTING

FIXTURE

FINISHED

FIRE EXTINGUISH. CAB

FLOOR

FLOOR DRAIN

FOUNDATION

FOOTING

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GLASS

GLAZED CMU

GLAZES STRUCT. TILE

GYPSUM BOARD

HARDWARE

HEATING

HTG/VENTING/A/C

HEIGHT

HOLLOW CORE

HOLLOW METAL

HORIZONTAL

HANDICAPPED

INCLUDE

INSIDE DIAMETER

INTERIOR

INVERT

INSIDE PIPE SIZE

INSULATION

JANITOR'S CLOSET

JOINT

LAVATORY

LAMINATED

MASONRY

MASONRY OPENING

MAXIMUM

MEMBRANE

MINIMUM

MOP RECEPTOR

MANUFACTURED

MOUNTED

METAL

NATURAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

NATURAL

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

OPPOSITE HAND

PLASTER

PAINT

PARTICLE BOARD

PARTITION

PAVEMENT

PERFORATED

PLASTIC LAMINATE

PLATE

PLYWOOD

POUNDS PER SQUARE FT.

POUNDS PER SQUARE IN.

PAPER TOWEL DISPENSER

QUARRY TILE

REFRIGERATOR

RADIUS

REFERENCE

REGISTER

REINFORCEMENT

RESILIENT

REVISION

ROOF DRAIN

ROOM

ROUGH OPENING

RESILIENT VINYL TILE

SCHEDULE

SIMILAR

SOLID CORE

SPEAKER

SPECIFICATION

SQUARE

STAINLESS STEEL

STRUCTURAL

STEEL

SUSPEND

TACKBOARD

TACKSTRIP

THICK(NESS)

TONGUE AND GROOVE

TOP & BOTTOM

TOP OF STEEL

TYPICAL

THRESHOLD

URINAL

VAPOR BARRIER

VARNISH

VERTICAL

VERIFY IN FIELD

VERTICAL GRAIN

VINYL

VINYL ASBESTOS TILE

VINYL WALL COVERING

WITH

WITHOUT

WATER CLOSET

WELDED WIRE FABRIC

WELDED WIRE MESH

WIRED GLASS

WATERPROOFING

WASTE RECEPTACLE

WOOD

VG

MATERIAL SYMBOLS

GRAPHIC SYMBOLS

A-1

SECTION NO.

SHEET WHERE LOCATED

SHEET WHERE LOCATED

DETAIL NO.

A-1

A-1

ELEVATION NO.

SHEET WHERE LOCATED

A-1

DETAIL NO.

SHEET WHERE LOCATED

DETAILS

SECTIONS

ELEVATIONS DRAWING NOTATION

DRAWING NAME

SCALE 1'-0" = 1'-0"

DOOR NO. X

WINDOW TYPE X

ROOM NO. 101

REVISION NO. X

X

X

LIST OF DRAWINGS

SHEET # SHEET NAME

T-1 Title Sheet D-1 Demolition Plan A-1 New Deck Plan A-2 Deck Framing Plan A-3 Sections SP-1 Specifications

X

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

6" = 1'-0"2 Key Plan

DN

EXISTING DECK & RAILINGS TO

BE DEMOLISHED − POSTS &

FOOTINGS TO BE REMOVED

EXISTING BRICK CHIMNEY TO

REMAIN − PROTECT DURING

DEMOLITION

4’ − 2" 3’ − 8" 7’ − 10"

5"

4’ − 0" 3’ − 6" 8’ − 2"

EXISTING GUTTERS &

DOWNSPOUTS TO REMAIN

PORTION OF EXISTING SIDEWALK TO BE REMOVED

21’ − 2" +/−

EXISTING REXIDENCE (N.I.C.)

STEPS & HANDRAILS TO BE

REMOVED

EXISTING ENTRY DOOR

TO REMAIN

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Suite 300 875 East Main Street

Phone 585-530-2230 Fax 585-530-3302

Rochester, N. Y. 14605

ARCHITECTS A. I. A.

description date

REVISIONS

no.

DRAWING TITLE

drawn by checked

DRAWING NO.

date proj. no.

ISSUE DATE

proj. capt.

Peter L.

Morse & Associates

EXTERIOR DECK DEMOLITION

AND CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

NOTICE: IT IS A VIOLATION OF NEW YORK STATE LAW TO ALTER

PLANS, SPECIFICATIONS OR REPORTS TO WHICH THE SEAL OF

AN ARCHITECT HAS BEEN APPLIED. IT IS A VIOLATION OF THE

LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF

THE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,

THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM HIS SEAL

AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS

SIGNATURE AND THE DATE.

THESE DOCUMENTS AND ALL IDEAS, ARRANGEMENTS, DESIGNS

AND PLANS INDICATED THEREON OR REPRESENTED BY ARE

OWNED BY AND REMAIN THE PROPERTY OF PETER L. MORSE &

ASSOCIATES AND NO PART THEREOF SHALL BE UTILIZED BY

ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE

WHATSOEVER EXCEPT WITH THE SPECIFIC WRITTEN

PERMISSION OF PETER L. MORSE & ASSOCIATES. ALL RIGHTS

RESERVED. C

ABCD

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

D-1 01/03/24

JDB

PLM

01/03/24

PLM

Demolition Plan

3/8" = 1'-0"1 Demolition Plan

5’

4’ − 0"

1’ − 0"

19’ − 0" 5’ − 7"

1’ − 0"

1’

5’

5’

5"

4’ − 0" 4’ − 0" 7’ − 8"

A-3

A-3

A-3

DECK @ 0’−0"

4" THK. CONC.

LANDING

@ −2’−0"

LANDING @ −5"

DN

1:

M

AX

S

LO

PE

DN. @ 1:12 MAX SLOPE

36"H ALUM. RAILINGS TYP. − SEE SPECS;

POSTS TO ALIGN w/ 6X6 POSTS BELOW

COMPOSITE DECKING, TYP. −

PICTURE FRAME DECKING @ INSIDE &

OUTSIDE CORNERS; SEE SPECS

EXISTING BRICK CHIMNEY −

PROTECT DURING CONSTRUCTION

NEW STAIRS IN EXISTING

LOCATION − 7" MAX. RISER

HEIGHT &11" MIN. TREAD

DEPTH; COORDINATE w/

EXISTING SIDEWALK

EXISTING REXIDENCE (N.I.C.)

36"H GATE @ T.O. RAMP

PVC LATTICE UNDER DECK, RAMP,

AND LANDINGS − SEE SPECS

PVC LATTICE UNDER DECK, RAMP,

AND LANDINGS − SEE SPECS

(2) STL PIPE BOLLARDS AT

CORNERS OF NEW RAMP @

DRIVEWAY − SEE SPECS

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Suite 300 875 East Main Street

Phone 585-530-2230 Fax 585-530-3302

Rochester, N. Y. 14605

ARCHITECTS A. I. A.

description date

REVISIONS

no.

DRAWING TITLE

drawn by checked

DRAWING NO.

date proj. no.

ISSUE DATE

proj. capt.

Peter L.

Morse & Associates

EXTERIOR DECK DEMOLITION

AND CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

NOTICE: IT IS A VIOLATION OF NEW YORK STATE LAW TO ALTER

PLANS, SPECIFICATIONS OR REPORTS TO WHICH THE SEAL OF

AN ARCHITECT HAS BEEN APPLIED. IT IS A VIOLATION OF THE

LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF

THE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,

THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM HIS SEAL

AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS

SIGNATURE AND THE DATE.

THESE DOCUMENTS AND ALL IDEAS, ARRANGEMENTS, DESIGNS

AND PLANS INDICATED THEREON OR REPRESENTED BY ARE

OWNED BY AND REMAIN THE PROPERTY OF PETER L. MORSE &

ASSOCIATES AND NO PART THEREOF SHALL BE UTILIZED BY

ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE

WHATSOEVER EXCEPT WITH THE SPECIFIC WRITTEN

PERMISSION OF PETER L. MORSE & ASSOCIATES. ALL RIGHTS

RESERVED. C

ABCD

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

A-1 01/03/24

JDB

PLM

01/03/24

PLM

New Deck Plan

3/8" = 1'-0"1 New Deck Plan

7’

P.T. 2x12 WD JOISTS @ 12" O.C.

P.T. 2x12 WD JOISTS @ 12" O.C.

DBL. 12" LVL BEAM w/ MTL

CAP FLASHING OVER TOP

DBL. P.T. 2x12 RIM BD, TYP.

DBL. P.T. 2x12 RIM BD, TYP. @ DECK

9 3/4" 7’ − 0" 7’ − 7 1/2"

5’

1/

2" 5’

1/ 2"

7’

1/

2" 7’

1/ 4"

7’

1/

4" 7’

1/ 2"

2x2 BRIDGING @ MIDPOINT

OF EACH JOIST, STAGGERED

P.T. 2x12 OUTRIGGERS @ 12" O.C.

A-3

A-3

A-3

DBL. P.T. 2x8 RIM BD, TYP. @ RAMP &

LANDING

2x12 BRIDGING @ MIDPOINT

OF EACH JOIST, STAGGERED

P.T. 2x8 JOISTS @ 16"

O.C. FOR RAMP &

LANDING FRAMING, TYP.

P.T. 2x12 LEDGER BD

HOLD FRAMING 2"

OFF OF CHIMNEY

P.T. 2x12 STAIR

STRINGERS @ 16" O.C.

5’ − 0" 6’ − 4 15/16" 6’ − 4 15/16" 6’ − 4 15/16" 5’ − 1 1/2"

P.T. 6x6 POST ON 12" DIA. CONC.

FOOTING, TYP. − NOTCH POSTS FOR

FLUSH INSTALLATION OF RIM BDS

JOIST ANCHORS, TYP. − SEE SPECS

EXISTING REXIDENCE (N.I.C.)

P.T. 1x6 BASE PLATE −

NOTCH JOISTS TO SIT

FLUSH ; ANCHOR BOLT

PLATE TO CONC. PAD

4" CONC. LANDING OVER MIN.

6" CRUSHED STONE − EXTEND

UNDER B.O. RAMP

NOTE:

FRAMING PLAN DIMENSIONS

ARE TO CENTERLINES OF POSTS

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Suite 300 875 East Main Street

Phone 585-530-2230 Fax 585-530-3302

Rochester, N. Y. 14605

ARCHITECTS A. I. A.

description date

REVISIONS

no.

DRAWING TITLE

drawn by checked

DRAWING NO.

date proj. no.

ISSUE DATE

proj. capt.

Peter L.

Morse & Associates

EXTERIOR DECK DEMOLITION

AND CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

NOTICE: IT IS A VIOLATION OF NEW YORK STATE LAW TO ALTER

PLANS, SPECIFICATIONS OR REPORTS TO WHICH THE SEAL OF

AN ARCHITECT HAS BEEN APPLIED. IT IS A VIOLATION OF THE

LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF

THE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,

THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM HIS SEAL

AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS

SIGNATURE AND THE DATE.

THESE DOCUMENTS AND ALL IDEAS, ARRANGEMENTS, DESIGNS

AND PLANS INDICATED THEREON OR REPRESENTED BY ARE

OWNED BY AND REMAIN THE PROPERTY OF PETER L. MORSE &

ASSOCIATES AND NO PART THEREOF SHALL BE UTILIZED BY

ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE

WHATSOEVER EXCEPT WITH THE SPECIFIC WRITTEN

PERMISSION OF PETER L. MORSE & ASSOCIATES. ALL RIGHTS

RESERVED. C

ABCD

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

A-2 01/03/24

JDB

PLM

01/03/24

PLM

Deck Framing Plan

3/8" = 1'-0"1 Deck Framing Plan

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

P.T. 1x6 BASE PLATE −

NOTCH JOISTS TO SIT

FLUSH ON PAD;

ANCHOR BOLT PLATE

TO CONC. PAD

4" CONC. LANDING

OVER MIN. 6" CRUSHED

STONE − STEP DOWN &

EXTEND 2’−0" UNDER

B.O. RAMP FRAMING

4"

2’ − 0"8"

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

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

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

4’ −0

M

IN

1’ − 0"

JOIST HANGERS, TYP. −

SEE SPECS

P.T. DBL. 2x8 RIM BD, TYP. − INSTALL FLUSH w/ FACE OF NOTCHED POSTS

COMPOSITE DECKING − SEE SPECS

2’

3’

2’

1 1/2" 1 1/2"

ALUM. RAILING SYSTEM, TYP. −

SEE SPECS

ALUM. RAILING SYSTEM,

TYP. − SEE SPECS

P.T. 6x6 POST ON MTL POST BASE ON 12"

DIA. CONC. FOOTING, TYP. − NOTCH POSTS

FOR FLUSH INSTALLATION OF RIM BDS

PVC LATTICE, TYP. − SEE SPECS

DBL. 12" LVL BEAM (BEYOND) − INSTALL

MTL. CAP FLASHING OVER TOP OF BEAM

P.T. 2x12 WD JOISTS @ 12" O.C. − ATTACH TO BEAM w/

JOIST HANGERS PER SPECS; BRIDGING OMITTED FOR CLARITY

DBL. P.T. 2x12 RIM BD, TYP. @

DECK

P.T. 2x12 OUTRIGGERS @ 12" O.C.

P.T. 6x6 POST ON MTL POST BASE ON 12"

DIA. CONC. FOOTING, TYP. − NOTCH POSTS

FOR FLUSH INSTALLATION OF RIM BDS

ALUM. RAILING SYSTEM, TYP. −

SEE SPECS

3’

DECKI HEIGHT TO BE FLUSH WITH

INSIDE FINISHED FLOOR

EXISTING FLOOR FRAMING &

FOUNDATION WALL, V.I.F.

4’ −0

M

IN

1’ − 0"

P.T. 2x12 LEDGER BD − THRU−

BOLT TO EXISTING RIM BD

PER SPECS

EXISTING ENTRY DOOR

COMPOSITE DECKING − SEE SPECS;

PICTURE FRAME DECKING @ PERIMETER

PVC LATTICE, TYP. − SEE SPECS

P.T. 2x12 JOISTS @ 12" O.C.P.T. 2x12 JOISTS @ 12" O.C.

2x12 BRIDGING @ CENTERPOINT

OF JOIST SPANS, TYP.

4’ −0

M

IN

1’ − 0"

DBL. 12" LVL BEAM (BEYOND) − INSTALL

MTL. CAP FLASHING OVER TOP OF BEAM

ATTACH JOISTS TO BEAM w/ JOIST HANGERS PER SPECS;

ATTACH BEAM TO POSTS w/ POST CAPS PER SPECS

EXISTING SIDEWALK − EXTEND

UNDER NEW STAIR AS

NECESSARY

COMPOSITE DECKING − SEE SPECS;

PICTURE FRAME DECKING @ PERIMETER

P.T. 6x6 POST ON MTL POST BASE ON 12"

DIA. CONC. FOOTING, TYP. − NOTCH POSTS

FOR FLUSH INSTALLATION OF RIM BDS

ALUM. RAILING SYSTEM, TYP. − SEE SPECS

DBL. P.T. 2x12 RIM BD, TYP. @ DECK 3’

P.T. 2x12 STRINGERS @ 16" O.C.

COMPOSITE RISERS & TREADS −

SEE SPECS

ALUM. RAILING SYSTEM, TYP. −

SEE SPECS

PVC LATTICE, TYP. − SEE SPECS

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Suite 300 875 East Main Street

Phone 585-530-2230 Fax 585-530-3302

Rochester, N. Y. 14605

ARCHITECTS A. I. A.

description date

REVISIONS

no.

DRAWING TITLE

drawn by checked

DRAWING NO.

date proj. no.

ISSUE DATE

proj. capt.

Peter L.

Morse & Associates

EXTERIOR DECK DEMOLITION

AND CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

NOTICE: IT IS A VIOLATION OF NEW YORK STATE LAW TO ALTER

PLANS, SPECIFICATIONS OR REPORTS TO WHICH THE SEAL OF

AN ARCHITECT HAS BEEN APPLIED. IT IS A VIOLATION OF THE

LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF

THE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,

THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM HIS SEAL

AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS

SIGNATURE AND THE DATE.

THESE DOCUMENTS AND ALL IDEAS, ARRANGEMENTS, DESIGNS

AND PLANS INDICATED THEREON OR REPRESENTED BY ARE

OWNED BY AND REMAIN THE PROPERTY OF PETER L. MORSE &

ASSOCIATES AND NO PART THEREOF SHALL BE UTILIZED BY

ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE

WHATSOEVER EXCEPT WITH THE SPECIFIC WRITTEN

PERMISSION OF PETER L. MORSE & ASSOCIATES. ALL RIGHTS

RESERVED. C

ABCD

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

A-3 01/03/24

JDB

PLM

01/03/24

PLM

Sections

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

1/2" = 1'-0"2 Deck Section @ Residence

1/2" = 1'-0"3 Deck Section @ Stair

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Suite 300 875 East Main Street

Phone 585-530-2230 Fax 585-530-3302

Rochester, N. Y. 14605

ARCHITECTS A. I. A.

description date

REVISIONS

no.

DRAWING TITLE

drawn by checked

DRAWING NO.

date proj. no.

ISSUE DATE

proj. capt.

Peter L.

Morse & Associates

EXTERIOR DECK DEMOLITION

AND CONSTRUCTION FOR

386 ROUND POND RD

SMITHVILLE FLATS, NY 13841

NOTICE: IT IS A VIOLATION OF NEW YORK STATE LAW TO ALTER

PLANS, SPECIFICATIONS OR REPORTS TO WHICH THE SEAL OF

AN ARCHITECT HAS BEEN APPLIED. IT IS A VIOLATION OF THE

LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF

THE ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,

THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM HIS SEAL

AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS

SIGNATURE AND THE DATE.

THESE DOCUMENTS AND ALL IDEAS, ARRANGEMENTS, DESIGNS

AND PLANS INDICATED THEREON OR REPRESENTED BY ARE

OWNED BY AND REMAIN THE PROPERTY OF PETER L. MORSE &

ASSOCIATES AND NO PART THEREOF SHALL BE UTILIZED BY

ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE

WHATSOEVER EXCEPT WITH THE SPECIFIC WRITTEN

PERMISSION OF PETER L. MORSE & ASSOCIATES. ALL RIGHTS

RESERVED. C

ABCD

BROOME DDSO

249 GLENWOOD RD

BINGHAMTON, NY 13905

SP-1 01/03/24

JDB

PLM

01/03/24

PLM

Specifications

1 General Construction Notes:

This project is to provide and install new deck, ramp and steps to IRA residential facility located at 386 Round Pond Rd., Smithville, NY

The project will consist of:

1. Complete demolition of the existing deck, ramp, and concrete foundations. All demolished work is to be promptly removed from the site and disposed of in a legal manner.

2. Re-seeding of the former deck area to be reclaimed as lawn.

3. Contractor is to leave existing wall / door flashings in place and patch as necessary.

4. Installation of a temporary handicapped stoop and step

(Provided by Contractor in their contract conditions for this project).

5. Installation of a new PT framed deck with composite deck, steel handrails, and Aluminum deck handrails.

A. General Contractor will provide the work. This project is a NYS Public Works Project, and a Prevailing Wages will apply.

B. The General Contractor will work with and cooperate with House Manager for the scheduling of work and coordination and installation of the work described herein. Contractor shall familiarize themselves with the work pertaining to their trade.

Contractor shall verify existing conditions of demolition work, etc.

for the work involved. Contractor shall inspect drawings, and immediately report any discrepancies to the Architect.

C. Prior to commencement of the Work, Contractor shall notify the OPWDD prior to commencement of the work. Contractor shall keep grounds free from debris, dust, or other hazardous conditions during construction and on a daily basis.

D. All General Construction work shall be provided in accordance with the New York State Building Code – 2020 Edition, and all other agencies having jurisdiction.

E. Contractor shall review OPWDD requirements and coordinate work among the various trades for compliance. Contractor shall notify the OPWDD for each stage of building completion.

REMOVALS, CUTTING, AND PATCHING

PART 1

1.02 PROJECT CONDITIONS

A. Existing Conditions: Do not disturb existing house construction, materials or equipment unless required by the Contract.

1. Remove all existing demolished materials from the premises, and dispose of properly.

B. Items to Remain the Property of the OPWDD: The following items shall remain the property of the OPWDD and shall be stored at the site where directed: Any designated materials.

1. Construction Work Contract: Remove, and salvage existing building materials, or other accessories designated by

OPWDD.

2. Store all items at a location designated by the OPWDD.

3. Properly dispose of the rest of the scrap items off site at the end of each work day.

PART 2 PRODUCTS

2.01 MATERIALS

A. All materials listed herein are the “Basis of Design”. Do not make any substitution without the prior authorization of the architect.

PART 3 EXECUTION

3.01 EXAMINATION

A. Prior to cutting, drilling or removal, investigate both sides of the surface involved. Determine the exact location of items affected.

B. If unforeseen obstructions are encountered, take precautions necessary to prevent damage and obtain instructions from the OPWDD representative before proceeding with the Work.

3.02 PREPARATION

A. Prepare existing surfaces properly to receive and, where required, bond with the Work.

3.03 REMOVALS, CUTTING, AND ALTERING

A. In addition to the items indicated to be removed on the Drawings, remove existing construction superseded by the Work except items such as underground water pipes, conduits, which are located on existing site to be capped and remain.

Cut off and conceal such items at face of remaining construction. Provide cover plates on recessed boxes.

B. Remove and alter existing construction as required to install and connect the Work to adjacent construction in an approved manner.

C. Cut and alter existing materials as required to perform the Work. Limit cutting to the smallest amount necessary. Core drill round holes and saw cut other openings where possible.

D. Perform cutting, drilling, and removals in a manner which will prevent damage to construction which is to remain.

E. Perform removal of items to remain the property of the OPWDD with such care as necessary to prevent damage to these items.

General Construction Notes Exterior Deck Demolition and Construction 386 Round Pond Rd., Smithville Flats, NY for New Deck, Steps and Ramp

3.04 PATCHING

A. Patch existing house construction and finishes defaced, damaged, or left incomplete due to alterations and removals.

Patching, except as otherwise indicated, shall be limited to the areas which have been cut or altered. Finish patched surfaces to match existing adjacent surfaces as closely as practicable.

B. Perform patching around items penetrating existing construction in a manner that will maintain the water and fire resistive capability of the existing construction.

C. Paint patched areas and cover plates to match existing adjacent surfaces as closely as practicable using same type of paint. Painting, except as otherwise indicated, shall be limited to the areas which have been patched.

D. Where surfaces exposed by removals are to remain as exposed surfaces, paint such areas to match existing adjacent surfaces as closely as practicable using same type of paint.

3.05 REINSTALLATION

A. Where reinstallation of removed items is indicated, reinstall them to a condition equal to or better than their condition before removal.

4. SITE WORK – GENERAL PREPARATION AND

EXCAVATION.

1. Call UCC before any excavation work occurs. 811 or (800) 962-7962. www.digsafelyny.org.

2. Excavate and grade areas as shown and detailed on drawings.

3. Remove all and any obstructions indicated. Store on site any landscaping to be reused.

4. All fill materials shall be subject to the approval of the Architect.

5. Provide 6” base crushed stone (or pea gravel) for concrete sidewalks as shown.

6. Structural fill: compact all structural fill, including re-compacted existing fill and backfill to a minimum degree of 90%.

Excavation and placement of concrete pad.

1. Excavate area as shown and detailed on drawings.

2. All fill materials shall be subject to the approval of the Architect.

3. Provide crushed stone for concrete pads as shown.

4. Structural fill: compact all structural fill, including re-compacted existing fill and backfill to a minimum degree of 90%.

4a. SITE WORK

4b.PRODUCTS

TOPSOIL

A. Source: Provide topsoil from existing stockpiles stripped from the project site and brought in as necessary to form new grade.

4c.GRADING

A. Rough Grading: Trim and grade lawn areas within the Contract Limit to a level of 4 inches below the finish grades indicated unless otherwise specified herein or where greater depths are indicated. Provide smooth uniform transition to adjacent areas a minimum of 5’ around both concrete pads for smooth transitions.

B. Finish Grading: Finish surfaces free from irregular surface changes.

4d. SEEDING

A. Furnish fresh, clean, new-crop seed mixed in the proportions specified for species and variety, and conforming to specifications listed herein.

B. Acceptable material in a seed mixture other than pure live seed consists of nonviable seed, chaff, hulls, live seed of crop plants and inert matter. The percentage of weed seed shall not exceed 0.1percent by weight.

C. All seed will be rejected if the label indicates any noxious weed seeds.

D. Provide seed mixture equal to Scotts Pure Premium Sun and Shade North Grass Seed Mixture.

4e.MULCH

A. Dry Application, Straw: Apply mixture covering of stalks of oats, wheat, rye or other approved crops that are free of noxious weed seeds. Weight shall be based on 15 percent moisture content.

5. CONCRETE PIERS AND PAD

1. Provide cast-in-place concrete approach 5” thick, including reinforcement and related materials as indicated on the drawings.

2. Provide 12” dia. concrete piers – 4’-0” deep. Form with sono-tube.

3. Broom finish for sidewalks perpendicular to foot traffic. Broom finish, with slight non-slip surface for new concrete handicapped ramp.

4. Form concrete/ wood ramp connection as indicated on plans.

Concrete Standards: ACI.

a. Portland Cement: ASTM C-150, Type 1 Portland Cement:

ASTM C 150, Type I,. Supplement with the following:

1. Fly Ash: ASTM C 618, Class F or C.

5. Air Entraining Agent: ASTM C-260

6. Course aggregate: ASTM C-33 (slabs not exceeding ¾”)

7. Water: ASTM C 94/C 94M and potable.

8. Ready Mix Concrete: ACI -301.

9. Maximum water-cement ratio: 0.45%

10. Reinforcing mesh in apron: ASTM A185 6 x 6 x 10/10

11. Concrete strength at 28 days: 3,500 psi

12. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows: Not more than 3 inches.

13.FORM MATERIALS

1. Forms for Exposed Finish Concrete: Plywood, metal, metal-framed plywood faced, or other acceptable panel-type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings.

2. Use traffic rated joint sealant in sidewalks.

7.b EXTERIOR WOOD FRAME, FOR RAMP, DECK, AND

HANDRAILS

A. Preparation work: Contractor shall barricade off entire work area to the satisfaction of OPWDD director, and shall provide safe passage during the demolition and construction schedule.

B Contractor shall provide a temporary ramp, stoop and step as noted on plans, to accommodate living room door.

Temporary aluminum ramp shall be installed per OPWDD requirements. Ramp equal to: TJ Rampit.

C. Contractor shall completely demolish existing wood ramp, concrete and foundation. Remove entire demolished work from the premises and dispose of in a legal manner.

D. Include in base price all necessary demolition and removal of all materials required to complete the Work noted in the project area.

E. Weed Protection: Provide and install 1 layer of 6 mil. landscape matt under entire ramp/ deck area. Place 4” pea gravel over landscape matt.

7c. WOOD FRAMING

A. Provide Wolmanized pressure treated lumber (ground contact rated) for all structural post lumber. Use standard PT lumber for all other framing members.

B. Install center waterproof wood structural beam equal to Weyerhaeuser Parallam. Plus PSL. Install 25 ga. protective Aluminum cap on top on the entire center beam.

C. At each aluminum post, nail wood blocking for screw post base to blocking. Screws shall be 4” minimum. 4 required.

D. Provide double dipped galvanized nails and Simpson Strong Tie fasteners and post bases for all connectors as detailed on the drawings.

E. Fasteners for wood post connection into concrete piers: Masonry concrete anchors: Equal to: Ramset RHH CWS1244 1/2 X 4-1/2. Set anchors in high strength grout at 32” o.c.

F. Fasten new structural ledger boards with either 3/8” lag bolts, 6” long (Min). and 1-1/2” washers (both sides) through the existing wood plate of the house. Fasteners shall be applied in a staggered pattern as shown on drawings.

Caulk all around washers prior to installation with silicone sealant.

G. Fasten (non structural) support ledger board to home using approved ledger screws. Screws shall be equal to FastenMaster “Ledger Lok”. Length 5” min. Install at 16” o.c. as noted on plans.

H. All framing for shall be attached with galvanized connectors equal to: Simpson Strong Tie. Use the following galvanized connectors for each application:

1. Post anchors in concrete: Type AB. (6 x 6 PT Posts)

2. Post/ Joist connectors: Twin Post Cap Z-Max AC4Z.

3. Adjustable Post Cap Rigid Tie Corner Post Connectors:

RTC22Z.

4. End Post Cap: (at perimeter). EPC66-16

5. Joist Hangers: THA (with 16d sinker nails).

6. Stair stringers: (Top) LS (2 each side).

I. Lumber standards: S4S standard grade Douglas fir, Eastern Spruce, or # 2 Southern Pine. All lumber is AWPA rated Pressure treated. Use UC3B rated lumber for non-ground contact PT Lumber. Use UC4C rated PT lumber on all posts.

7.d COMPOSITE DECK, RAILS, AND TRIM

A. Composite deck: Equal to Azek “Harvest Collection”. Color:

“Brownstone”. Picture frame all exposed raw edges of the deck around the perimeter of the new deck top work with a minimum of 2” deck material. Handrails and Spindles: Provide Aluminum handrails equal to

1. Color Guard Railing Systems. ColorGuardRailing.Com.

2. Provide all matching aluminum accessories from manufacturer for all post and base attachment.

3. Provide shop made matching P-loop handrail at approach to ramp as shown on drawings.

4. Lincoln Series. – 36” overall height.

5. ¾” Square vertical Pickets with system top rail.

6. Mounting brackets for handicapped rail.

7. Color: Bronze

B. Provide all connectors for mounting hardware for all parts.

1. Provide base assembly and internal mounting bracket.

2. Swivel brackets for handrail connections at posts.

3. Powder Coat Finish: AA-C12-C42-R1x (Chemical Finish:

cleaned with inhibited chemicals; Chemical Finish: acid chromate-fluoride-phosphate conversion coating; Organic Coating: as specified below). Prepare, pre-treat, and apply manufacturer's standard baked powder coat finish. Comply with coating manufacturer's written instructions for cleaning, surface preparation, pretreatment, and application.

4. Color: Satin Anodized – color to match handrails and spindles.

C. Balusters shall be 4” o. c. Provide matching caps, post sleeves, post skirts and round metal balusters. Top cap shall match post colors. Provide matching ramp rail and 1 1/2:” dia.

D. Specialty wood products: Finish trim on the face of the ramp deck shall be equal to: LP “Smart Side”. Sizes as shown. Paint trim colors noted.

E. Fasten all composite deck to pressure treated lumber, with matching recessed blind fasteners equal to FastenMaster Cortex for decking. Install deck with 2 ¾” screws. Provide Cortex concealed fastening system and plugs at each deck fastener screw with matching composite plug. Use manufacturer’s approved adhesive.

F. Apply weather membrane barrier on walls and counterflash over deck framing. Weather barrier equal to: Grace Peel-and-Stick.

7.e. RAMP HANDRAILS

A. Handrails shall comply with ADA rules for mounting heights and fabrication of P-loop ends.

1. Fabricate new work for new configuration shown, with matching aluminum rails from same manufacturer. Prepare handrails for securing to wood deck and PT Posts with brackets and concealed fasteners, providing a minimum clearance of 1-1/2 inches between rail and wall surface, unless otherwise indicated.

2. Locate brackets not more than 18 inches from handrail ends and not more than 54 inches oc between ends, unless otherwise indicated or required.

3. Furnish wall return handrail sections at ends where shown.

Furnish terminal caps at ends where returns are not shown.

Join handrails with splice connectors designed to draw rails together. Splice rails only at center of wall brackets, unless otherwise indicated.

7.f. RAMP PROTECTIVE BOLLARD

A. Install 4” steel bollard at the corner of the ramp landing as located on plans. Install 4’-0” into ground. Backfill with pea gravel.

B. Fill bollard with cement. Paint.

7.g. VINYL LATTICE

A. Vinyl Lattice. Install vinyl lattice equal to: Permalatt DuraShell vinyl lattice. 2” Horizontal square rectangular pattern. Color: Sandtone. Permalatt Products, Inc. 3462 US 6E, Bremen, In. 46506. www.permalatt.com. Picture frame lattice with 1 x 3 wood frame equal to LP Smartside.

B. Screw lattice assembly to substrate with countersunk stainless steel screws. Keep assembly 1” from grade.

8. PAINTING

A. Exterior Wood Composite wood materials on exterior of deck shall be painted. Equal to: Sherwin Williams. All exterior painting shall be one coat primer, and two finish coats exterior rated paint.

B. Exterior Paint: Latex acrylic semi-gloss finish

1. Exterior LP Smart Side on all deck fascia and trim.

2. Color: SW 9103.

3. Caulking/ sealants: DuPont Silicone sealant (or equal) exterior rated at all joints.

8a. DRIVEWAY STRIPING

A. Stripe area of driveway indicating a no parking area for the drop off areas noted on plans. Perform the painting operations after working hours, or at such time so as not to interfere with the flow of traffic. Provide temporary barriers to prevent vehicles from driving over newly painted areas.

B. Apply paint on dry pavement surface, when the air temperature is above 40 degrees F.

C. Replace and correct all work not conforming to this Section.

8.2 PRODUCTS

A. Paint: DOT Section 640-2, yellow or white as indicated, or if not indicated as directed. Delete reference to Glass Beads.

B. Rapid Dry Paint:

1. Aexcel Corp., www.aexcelcorp.com, 72W-A042 White, 72Y-

A082 Yellow

2. Sherwin-Williams, www.swpavementmarkings.com, TM2196

White, TM2197 Yellow

3. Franklin Paint Company, Inc., www.franklinpaint.com, 2014

White, 2015 Yellow.

8.3CLEAN-UP

1. After work has completed, touch up areas of pavement that have not been painted. Remove all paint containers from the site and dispose of properly.

end