619 Applegrove Circle Plans

HOWLEY RESIDENCE

DRAWING LIST:

1 51 Gl AQ Al A2 AS

TWiLe Sheet AND SYMBOLS

SITE PLAN & BULK REQUIREMENTS GENERAL REQUIREMENTS, SPECIFICATIONS, DETAILS & VIEWS FOUNDATION PLAN FIRST FLOOR PLAN KOOF PLAN EXTERIOR ELEVATIONS, NORTH, SOUTH, EAST & WEST

ADDITION AND RENOVATIONS

ADDRESS:

019 APPL WEBSTER,

ARCHITECT CERTIFICATION:

TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE WiTh APPLICABLE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION

6 GROV

NEW YORK

CIRCL

AND BUILDING CODE ANDTHE STATE ENERGY CONSTRUCTION CODE.

DESCRIPTION

CHKED

REVISIONS

NO.

BY

DATE

14580

LIS! OF ABBR

Cr VIA TIONS

AFF AP ACOUS ADJ ACT AWP A/C ALT ALUM AB

< ANOD APPROX ARCH AD

@ AUTO

BSMT BM BP BM BITUM BLKG BLK BD BO BOT BRK BLDG BN CAB C CPT CSMT CB CLG CLG HT CEM CL CM CER CT CB CIRC CO CLR CLOS

ABOVE FINISHED FLOOR ACCESS PANEL ACOUSTICAL

ADJACENT

ACOUSTICAL CEILING TILE ACOUSTICAL WALL PANEL AIR CONDITIONING ALTERNATE

ALUMINUM

ANCHOR BOLT

ANGLE

ANODIZED

APPROXIMATE ARCHITECT, ARCHITECTURAL AREA DRAIN

AT

AUTOMATIC

BASEMENT BEAM

BEARING PLATE BENCH MARK BITUMINOUS BLOCKING BLOCK

BOARD

BY OWNER BOTTOM

BRICK

BUILDING BULLNOSE CABINET

CAST IRON CARPET(ED) CASEMENT CATCH BASIN CEILING CEILING HEIGHT CEMENT CENTER LINE CENTIMETER CERAMIC CERAMIC. TILE CHALK BOARD CIRCUMFERENCE CLEAN OUT CLEAR

CLOSET

CM CW CFMF CMU COL CONC COND CONN CONST CUT CONT CONTR

CORR

CFT CYD

DP DL DB DEMO DEPT DET,DTL DIA DIM DISP DSP DO DR DBL DN DS DT DWR DWG DF DWC EA EF EW

E ELEC ELEV EL EMER ENCL

CONSTRUCTION MANAGER COLD WATER

COLD FORMED MET FRAMING CONCRETE MASONRY UNIT COLUMN

CONCRETE

CONDUCTOR

CONNECTION CONSTRUCTION CONSTRUCTION JOINT CONTINUOUS CONTRACTOR

CONTROL JOINT CORRUGATED

COURSE

CUBIC FOOT

CUBIC YARD

DAMP PROOFING DEAD LOAD DECIBEL

DEMOLISH DEPARTMENT DETAIL

DIAMETER DIMENSION DISPENSER DISPOSAL

DITTO, REPEAT, SAME DOOR

DOUBLE

DOWN

DOWNSPOUT

DRAIN TILE DRAWER

DRAWING

DRINKING FOUNTAIN DRYWALL CHANNEL EACH

EACH FACE

EACH WAY

EAST

ELECTRICAL ELEVATION ELEVATOR EMERGENCY ENCLOSURE

ENTR EQ EQUIP EST EXHST EXIST EXP EXP uT ETR

F

FAB FT FIG FIN FF FEC FH

FL, FLR FD FLUOR FT FIC FND FS FUT

GALV G GA GEN GC GL GB GR GSF GYP GWB

HDWR HDWD HVAC

HT, HGT HEX HWY

HM

ENTRANCE EQUAL EQUIPMENT ESTIMATE(D) EXHAUST EXISTING EXPANSION

EXPANSION JOINT EXISTING TO REMAIN

FABRIC FABRICATE FEET

FIGURE

FINISH

FINISHED FLOOR

FIRE EXTINGUISHER AND CABINET JT JOINT

FIRE HOSE

FLOOR KW KILOWATT

FLOOR DRAIN KWH KILOWATT HOUR

FLUORESCENT K KIP

FOOT KIT KITCHEN

FOOTING

FOUNDATION LBL LABEL

FULL SIZE LAB LABORATORY

FUTURE LAM LAMINATE(ED) LAV LAVATORY

GALVANIZED LYR LAYER

GAS LDR LEADER

GAUGE LH LEFT HAND

GENERAL LIB LIBRARY

GENERAL CONTRACTOR LT LIGHT

GLASS, GLAZING LW LIGHT WEIGHT

GRAB BAR LL LIVE LOAD

GRADE, GRADING

GROSS SQUARE FOOT MACH MACHINE

GYPSUM MH MAN HOLE

GYPSUM BOARD MHC MAN HOLE COVER MFR MANUFACTURE

HARDWARE MFRR MANUFACTURER

HARDWOOD MAS MASONRY

HEATING, VENTILATING & MO MASONRY OPENING

AIR CONDITIONING MAT MATERIALS

HEIGHT MAX MAXIMUM

HEXAGONAL MECH MECHANICAL

HIGHWAY MET METAL

HOLLOW METAL M METER

HORZ HORIZONTAL

HB HOSE BIBB HW HOT WATER HR HOUR

INCAND — INCANDESCENT IN INCH

INCL INCLUDING

ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INTERM = INTERMEDIATE INV INVERT

IP IRON PIPE JAN JANITOR

JS JANITOR SINK

MEZZ MEZZANINE

MM MILLIMETER

MIN MINIMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MID MOUNTED

NA NOT APPLICABLE NAT NATURAL NRC NOISE REDUCTION COEF.

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT NTS NOT TO SCALE NO, # | NUMBER

OC ON CENTER

OPNG OPENING

OD OUTSIDE DIAMETER OH OVERHEAD

PTD PAINTED

PR PAIR

PTR PAPER TOWEL RECEPTOR PKG PARKING

PART BD PARTICAL BOARD

PART PARTITION

PVMT PAVEMENT

PLAM PLASTIC LAMINATE

PL PLATE

PLBG PLUMBING

PLYWD = PLYWOOD

PVC POLYVINYL CHLORIDE

LB POUND

PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PS| POUNDS PER SQUARE INCH PRE CONC PRECAST CONCRETE

PRE FAB PREFABRICATED

PT, PTD PAINT, PAINTED

PT PRESSURE TREATED

PL PROPERTY LINE

PS CONC PRESTRESSED CONCRETE

QTY QUANTITY QT QUARRY TILE

QTB QUARRY TILE BASE

RAD RADIUS

RECP RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCED(ING)

REQ’D — REQUIR(ED)

RVT RESILIENT VINYL TILE REV REVISED

RGWB REINFORCED GYPSUM WALL BOARD RH RIGHT HAND

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

ROB RUN-OF-BANK

RW RESCUE WINDOW

SALV SALVAGE

SAN SANITARY

SCHED SCHEDULE

SEC SECOND

SECT SECTION

SHT SHEET

SIM SIMILAR

SC SOUND CORE

STC SOUND TRANSMISSION COEFFICIENT S SOUTH

SCS SPECIAL COATING SYSTEM SPEC SPECIFICATION

SQ SQUARE

Ss STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SGFT STRUCTURAL GLAZED FACING TILE ST,STL STRUCTURAL STEEL

SUSP SUSPENDED

SAT SUSPENDED ACOUSTICAL TILE TEL TELEPHONE

TV TELEVISION

TEMP TEMPERATURE

THK THICKNESS

TPD TOILET PAPER DISPENSER TR TOILET ROOM

T&G T&B TOEA TOS TOW TTR 1D TYP

UL UNFIN UNO

VEND VEN VIF VERT VEST VIN VB VCT VF VWC VT VOL

WH

WC WR

WT WWF WWM (W) WIND w/ w/0 WO W

YD

TONGUE & GROOVE TOP & BOTTOM

TOP OF EDGE ANGLE TOP OF SLAB/STEEL TOP OF WALL

TREAD

TRENCH DRAIN TYPICAL

UNDERWRITERS LAB UNFINISHED

UNLESS NOTED OTHERWISE URINAL

VENDER

VENEER

VERIFY IN FIELD VERTICAL

VESTIBULE

VINYL

VINYL BASE

VINYL COMPOSITION TILE VINYL FABRIC

VINYL WALL COVERING VINYL TILE

VOLUME

WALL HUNG

WATER

WEST

WATER CLOSET WATER RESILIENT/ RESISTANT

WEIGHT

WELDED WIRE FABRIC WELDED WIRE MESH WIDTH

WINDOW

WITH

WITHOUT

WOOD

WROUGHT IRON

YARD

AIERIAL SYMBOLS

GRAPHIC SYMBOLS

Yr EARTH BRICK GROUT/MORTAR RIGID INSULATION (4)—-— COLUMN CENTERLINE A PARTITION TYPE 3(1 HR RATED) | o—— ———r PROPERTY LINE he SMEAR NCVER TT —, = = | ROCK STEEL/MISC. METAL (TYPE. AS. NOTED) ACOUSTICAL TILE Con DETAIL #3 ON SHEET A201 /)\ REVISION NO. 1 x FENCE 4 the LINE =e ——¢ — GRAVEL TYPE 1 GAH FINISH WOOD / TRIM, (C#3\ BUILDING SECTION (NO.)OR WALL (c) ee (ENGINEERED FILL) STONE ROUGH WOOD / BLOCKING MEL WORK Mou SECTION (LETTER) ON SHEET A201 +100.75 EXISTING SPOT ELEVATION EXISTING TREE TO REMAIN FURNITURE SYMBOL (NUMBER) fe) ° O o NN J! "| © ,| PRECAST CONCRETE |S] terrazzo ZE ZEEE WOOD, FINISHED WOODWORK ROOM NUMBER 109 +[100.75} FINISHED SPOT ELEVATION (X) EXISTING TREE TO BE REMOVED <> WINDOW TYPE (LETTER) ° + N NO ae oa rr x . F ae BENCHMARKS, FLOOR ELEV., ACCESSORIES SYMBOL (LETTER) a 22014 100 Gel) CRUSHED STONE = Fare PLYWOOD (LARGE SCALE) (20) ELEVATION #2, 4 ON SHEET A201 EXISTING CONTOURS aly OP OTHER VERTICAL ELEV. A SUPMENT SYWeOL (NUMBER) 100 KEYNOTE SYMBOL - DEMOLITION CONCRETE MASONRY UNIT CERAMIC TILE GYPSUM BOARD DOOR NUMBER 109 FINISHED CONTOURS 9 KEYNOTE SYMBOL OE

VE

No. 032927 Oy OF NEW

HOWLEY RESIDENCE ADDITION/RENOVATIONS

619 APPLEGROVE CIRCLE

WEBSTER, NY 14580

DATE 03/12/25

DRAWN DAP

CHECKED

DAP

scaLE AS NOTED

SHEET TITLE

TITLE SHEET

PROJECT NUMBER

DRAWING NUMBER

8 g : = AZ N 47°23 33 E \'s_ _CHAIN LINK FENCE _ a ’ F . a) . gy ' Uo » \h i story DECK SYSTEM 19. 15 A ot a Q |} wood FRAMED AS REQ'D a fa ge Mm} |} ADDITION FOR ADDITION » Lor”) S 63°28'39” E a 3 \RIZ 9 A m VT ohok \ AREA = = \\\P aes \ - 2.31 ENC. ve b.450 \ (Mlbéssjs d On Ki NEW 167X718" \ go. al CONCRETE PATIO & \ / ° COVERED PORCH er SS P 18/ © WG 10 @) = EXISTING LOT \ < HOUSE 16 / ow \ | \ 10° WIDE EASEMENT TO R.G.&E. & R.T.C. PER . L-—3674 D, PG-133 ail Z 60 Lo a ° QL

APPLE GROVE CIRCLE ae

(60’ WIDE R.O.W.) \

A\=

(1 SITE PLAN st) SCALE: 1” = 20’

NOR TH

NOTES:

EXISTING TREES/BUSHES NOT SHOWN FOR CLARITY.

ALL DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE ROUTED TO THE NORTH OF THE PROPERTY TOWARDS THE STREAM.

CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. —RE-—ROUTE AS REQUIRED TO ACCOMMODATE FOR NEW ADDITIONS.

CONTRACTOR TO ADJUST DECK AS REQUIRED TO ALLOW FOR PROPER CONNECTION AND FLOW IN AND OUT OF EXISTING PERIMETER DECKING.

Q SO 60 90

NEW ADDITIONS

16 NYCRR PART 753 REQUIRES 2 WORKING DAYS NOTICE PRIOR TO START OF ANY UNDERGROUND WORK

Z Dig 4Safely. Now-York »

www.digsafelynewyork.com

DESCRIPTION

CHKED

BY

DATE

REVISIONS

NO.

\ 1-800-962-7962 _/

BULK REQUIREMENTS:

TOWN OF WEBSTER, NY

MINIMUM LOT SIZE AREA:

WIDTH:

FRONTAGE:

REQUIRED SETBACKS PRINCIPAL BUILDING:

MAXIMUM HEIGHT OF STRUCTURES:

MAXIMUM BUILDING COVERAGE ON LOT (non — applicable / NA)

28,000 SQUARE FEET 100 FEET OR 55 FEET ON CULDESAC

30 FEET — 15’—7” PROVIDED 20% ALLOWABLE OR 3,916 SF.

10.3% PROVIDED OR 2,032 SF. 19,583 SF. OF ENTIRE SITE

619 APPLEGROVE CIRCLE

HOWLEY RESIDENCE ADDITION/RENOVATIONS WEBSTER, NY 14580

DATE DRAWN CHECKED

03/12/25] DAP | DAP

scaLE AS NOTED

SHEET TITLE

SITE PLAN & BULK REQUIREMENTS

PROJECT NUMBER

31

DRAWING NUMBER

SPECIFICATIONS /GENERAL NOTES:

1, IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY.

2. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION “ALTERED BY” FOLLOWED BY THEIR SIGNATURE AND A SPECIFIC DESCRIPTION OF THE ALTERATIONS.

3. TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THESE DRAWINGS ARE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE,NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.

Daniel A. Bieters Date:

4. COPYRIGHTS: THESE WORKING DRAWINGS ARE PROVIDED TO MAKE THE DETAILS OF THE BUILDING SHOWN AVAILABLE TO THE CLIENT AND TO THE CONTRACTOR CONSTRUCTING THIS PROJECT. ANY REPRODUCTION OF THIS DESIGN, IN WHOLE OR IN PART, IS PROHIBITED BY THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA.

5. DESIGN LOADS: FLOOR: 50 P.S.F. LIVE LOAD ROOF: 20 P.S.F. DEAD LOAD

50 P.S.F. LIVE LOAD 20 P.S.F. DEAD LOAD

6. SOIL PRESSURE: ASSUMED TO BE 3000 P.S.F. (GEOTECH. DATA NOT THE RESPONSIBILITY OF THE ARCHITECT). FINAL SELECTED SITE

IS UNKNOWN BY THIS ARCHITECT.

7. CONCRETE (ONCE FINAL SITE IS SELECTED): a. UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE SHALL BE 3500 P.S.I. 3 CONCRETE SLAB (28 DAY COMPRESSIVE STRENGTH) OVER A 6 MIL. POLYETHYLENE VAPOR BARRIER ON 8 POROUS GRAVEL. REINFORCING SHALL BE 6X6 — W1.4 X W1.4 WELDED WIRE MESH.

b. PROVIDE #5 BAR @ 4’—0” OC. BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE OR MASONRY WALLS OCCURRING IN ALL LOCATIONS

EXTERIOR OR UNHEATED INTERIOR SPACES. PROVIDE 2” OF RIGID 12.

9

INSULATION UNDER SLAB AND 2-0 DOWN FOUNDATION WALL.

8. FOUNDATIONS (ONCE FINAL SITE IS SELECTED): a. FOUNDATION FOOTINGS SHALL REST UPON UNDISTURBED (ORIGINAL) SOIL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBGR CONDITIONS. MINIMUM TOP OF FOOTING COVERAGE IS 4 —O0O

b. CONCRETE BLOCK WALLS (CMU) SHALL BE CONSTRUCTED WITH:

i. GRADE _’N’, TYPE |, HOLLOW LOAD BEARING CONCRETE 14.

MASONRY UNITS WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 P.S.I.

i. TYPE 'S’ MORTAR.

ill. HORIZONTAL RE-INFORCING: | "DUR-O—WAL” TRUSS TYPE RE- INFORCING, CONTINUOUS THROUGHOUT EVERY OTHER BLOCK

15.

COURSE. 16.

iV. VERTICAL RE-INFORCING: RE-INFORCE WALLS OF EXCAVATED AREA WITH NO. 7 VERTICAL REBARS AT 4—O 0O.C. AND AT EACH CORNER AND AT BOTH SIDES OF ANY OPENINGS IN THE FOUNDATION WALL(S).

V. PLACE 5/8” DIAMETER BY 16” LONG SILL_PLATE ANCHOR, BOLTS AT EACH VERTICAL REBAR (WHERE OCCURING) OR AT 32” O.C. AND AT EACH CORNER AND AT BOTH SIDES OF OPENINGS IN THE FOUNDATION WALL(S).

on WATERPROOF WALLS OF EXCAVATED AREAS WITH TROWLED ON CEMENT, TWO COATS OF TROWLED ON ASPHALTIC BASE WATERPROOFING AND "WRAP AND DRAIN” WATERPROOFING SYSTEM.

d. PROVIDE 4” DIAMETER PERFORATED DRAINAGE TILE AT THE PERIMETER OF ALL FOUNDATION FOOTINGS IN EXCAVATED AREAS. COVER THE JOINTS IN THE DRAIN TILE WITH GEOTEXTILE FABRIC. COVER THE JOINTS IN THE DRAIN TILE WITH A

MINIMUM OF 18” POROUS GRAVEL FILL. WRAP THE ENTIRE

TILE/FILL ASSEMBLY IN GEOTEXTILE FABRIC WITH LAP SEAMS 19.

A MINIMUM OF 8”.

9. STRUCTURAL STEEL: a. ALL STRUCTURAL STEEL SHALL COMPLY WITH ASTM SPECIFICATION

20.

b. UNLESS OTHERWISE NOTED, PROVIDE A P.T. 2 BY PLATE BOLTED TO THE TOP FLANGE OF ALL BEAMS WITH 1/2° DIA. ANCHOR BOLTS STAGGERED AT 2-0 0O.C. RIGIDLY FASTEN ALL CONNECTING RAFTERS/JOISTS A MINIMUM OF 8”.

10. CARPENTRY: a. UNLESS OTHERWISE NOTED, FRAMING LUMBER SHALL BE DOUG—FIR,

CONSTRUCTION GRADE. BEAMS, HEADERS AND FLOOR JOISTS 22.

SHALL HAVE AN ALLOWABLE BENDING STRESS OF 1200 P.S.I.

b. UNLESS OTHERWISE NOTED PROVIDE:

i. DOUBLE HEADER JOISTS AND TRIMMERS AT ALL FLOOR OPENINGS.

RADE 13.

21.

ii. DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO THE DIRECTION OF THE FLOOR FRAMING AND UNDER TUBS, SHOWERS AND TOILETS.

iii. TRIPLE 2 X 12 HEADERS WITH 1/2” HIGH ’R’ BETWEEN ALL DOOR AND WINDOW OPENINGS. OUBLE 14. LVLS @ GARAGE DOORS.

iv. TWO ROWS OF SOLID 2X12 BLOCK BRIDGING PER JOIST SPAN.

Vi. USE WATER RESISTANT GYPSUM BOARD FOR WALLS AND CEILINGS IN ALL BATH AND TOILET AREAS, AND USE MARINE GRADE PLYWOOD IN THESE AREAS.

viii. ALL INTERIOR WALLS AND_ CEILINGS SHALL BE FINISHED WITH 1/2” GYPSUM BOARD. PROVIDE METAL CORNER RE—INFORCING AT ALL EXTERIOR CORNERS. TAPE, FLOAT AND SAND A MINIMUM OF THREE COATS.

Cc. WOOD TRUSSES SHALL BE DESIGNED BY AN ARCHITECT OR ENGINEER, OTHER THAN LICENSEE OF THESE DRAWINGS, LICENSED TO PRACTICE WITHIN THE STATE OF NEW YORK. STRUCTURAL AND INSTALLATION BR ASaS SHALL BE DESIGNED BY THE MANUFACTURER OF THE

d. INTERIOR TRIM AND FINISHES ARE SELECTED BY THE OWNER AND PROVIDED BY THE CONTRACTOR AS PART OF THESE DOCUMENTS.

a. R—21 FIBERGLASS BATT INSULATION IN ALL EXTERIOR WALLS, R-—3O FIBERGLASS BATT INSULATION IN ALL FLOORS AND R—38 BATT FIBERGLASS INSULATION IN ALL CEILINGS, ROOFS OR TRUSSES ADJACENT TO THE EXTERIOR OR UNHEATED INTERIOR SPACES. SPRAYED FOAM INSULATION MAY ALSO BE USED PER MANUF. RECOM.

b. 1” OF RIGID INSULATION SHELTER—SHEATH AGAINST THE INTERIOR SIDE OF THE EXTERIOR CONCRETE BLOCK WALLS ALLOWING 1/2” OF AIR SPACE BETWEEN CMU AND RIGID INSUL., TAPE ALL SEEMS FOR VAPOR BARRIER.

Cc. PROVIDE. KRAFT FACE INSULATION FOR ALL BATT INSULATION TO ASSIST AS A VAPOR BARRIER ON THE INTERIOR SIDE OF ALL THERMAL INSULATION, PRIOR TO APPLYING FINISH.

d. INSULATING GLAZING AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLAZING IN ALL GLAZED OPENINGS LESS THAN 30° ABOVE FINISH FLOOR.

e. CAULKING AT ALL PERIMETERS OF WINDOWS, DOORS AND BOTTOM PLATES.

SITE INSPECTIONS SHALL BE MADE BY THIS ARCHITECT. ALTHOUGH THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL MATERIALS AND WORKMANSHIP. MATERIAL SUBSTITUTIONS SHALL BE MADE ONLY IF APPROVED BY THE ARCHITECT.

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERAL CODES THAT GOVERN CONSTRUCTION AND VARIATIONS FROM THESE PLANS. CONTRACTOR RESPONSIBLE FOR PERMITTING.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS PRIOR TO THE START OF WORK.

THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND SAFETY PRECAUTIONS IN CONNECTION WITH THIS PROJECT.

THE CONTRACTOR/OWNER SHALL PERFORM EXPLORATORY EXCAVATION

AND DEMOLITION AS REQUIRED TO NOTIFY THE ARCHITECT OF ANY

UNFORESEEN CONDITIONS THAT MAY AFFECT THE OUTCOME OF THE

PROJECT, PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP THE NECESSARY FOUNDATION SOIL REQUIRED TO SUSTAIN THE LOADS OF THE DESIGN OF THE 2.5 TONS PER SQUARE FOOT AND TO HIRE A SOILS ENGINEER TO IMPACT AND VERIFY SOIL CONDITIONS PRIOR TO THE POURING OF FOUNDATIONS.

THE CONTRACTOR SHALL REQUEST THE LOCATION OF ALL UTILITIES PRIOR TO THE START OF ALL CONSTRUCTION INCLUDING SEPTIC SYSTEM.

THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND THE OWNER’S

AGENTS THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY AND

ALL CLAIMS ARISING FROM INJURY DURING CONSTRUCTION, INCLUDING FAILURE TO MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION SITE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH “OSHA” STANDARDS.

THESE DRAWINGS HAVE BEEN PREPARED FOR DESIGN AND STRUCTURAL

REFERENCE ONLY. ELECTRICAL, MECHANICAL, PLUMBING AND OTHER

BUILDING SYSTEMS, ARE TO BE ANALYZIED BY THE CONTRACTOR PRIOR

TO THE START OF CONSTURCTION AND ARE THE RESPONSIBILITY OF THE CONTRACTOR FOR SIZING AND REPLACEMENT FOR HEATING, COOLING & VENTILATION.

DECK FRAMING, GUARD POSTS, RAILINGS & GUARDS SHALL BE PROVIDED PER THE 2018 AMERICAN WOOD COUNCIL DCA-—9 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE.

SMOKE AND CARBON MONOXIDE ALARMS ARE TO BE PROVIDED PER x SECTION 705 & INSTALLED/MAINTAINED IN ACCORDANCE WITH SECTION — 915 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. |

ALL WINDOWS ARE TO BE ANDERSEN SERIES 200 OR EQUAL. MATCH SIZES —

AS CLOSE AS POSSIBLE TO SIZE LABELED ON PLANS. STYLE AND COLORS TO BE APPROVED BY OWNER PRIOR TO ORDERING. SIZES LISTED IN INCHES.

FIRST FLOOR ELEVATION aan FIRST F.F.

SO YEAR ARCHITECTURAL ASPHALT SHINGLES W/ 15# FELT PAPER AND VENTED RIDGE CAP

ee PROVIDE ICE & WATER SHEILD @ ALL EAVE OVERHANGS UP 4’—0” MIN. CONT. 2X6 BLK. @ RAFTER/TRUSS TAILS CONT. ALUM. DRIP EDGE, TYP.

4” ALUM. GUTTER /DOWNSPOUT

/

6”x 5/4” WOOD FASCIA WRAPPED W/ ALUM.

ANDERSEN (OR EQUAL), INSULATED, LOW E WINDOW SYSTEM, TYP. RESCUE WIN. @ BEDRMS.

4” VINYL WINDOW TRIM 4” DOUBLE LAP VINYL SIDING

/

4” ALUM. DOWNSPOUT

2X6 STUDS @ 16”0C W/R21 BATT INSUL. &

aes

12

1/2” GYP. BD. FINISHED TAPED PRIME / PAINT COLOR TBD

SL poe 2x TOP PLATE, TYP. 4” CEDAR EAVE TRIM, PRIME/PAINT

VENTED VINYL SOFFIT, TYP.

(3) 2”x8” HEADERS W 1/2” HIGH ’R’ BOARD BETWEEN

MEMBERS, TYP. @ OPENINGS

4x FINISHED WOOD WINDOW TRIM AROUND PERIMETER, TYP.

4” BASE TRIM, PRIME /PAINT

= 100-0” : . 1/2” EXTERIOR HIGH R BD @ EXTERIOR SN a a BM JOIST ON PT. SILL 7 2x12 RIM JOIST AROUND PERIMETER = TYVEK BUILDING PAPER 1”x6” FINISHED WD. 73. TRIM @ DOOR HEAD & 8 4 MIL VAPOR BARRIER > APPROX. GRADE—. L OR BARRIE — t PERIMETER BASE — DOWNSPOUT DRAIN SLEEVE rs tL CONNECT TO STORM WATER SYS. LI fon FLOORING, TYP. « 2X12 BLOCKING =) o PROVIDE BLANKET FIRST FF __ Zz NSUEATION DOWN 94 = fen’ es 2x12 FLOOR JOIST lo 12” OC. ate f > S APPROXIMATE FINISHED GRADE is —— i _[g (11 +/-) COURSES SLOPE AWAY FROM STRUCTURE Sie ao +15 OF 8” CMU, AS REQD. i FILL VOID W/ BATT INSUL. LIZ TO MATCH EXISTING - oh 1 R13 BATT INSUL. WITH POLY FACE / O 5 REBAR: 2 #5 @ 1 yon fo 4’—0” OC fou HT. # 5 REBAR CONT. @ 4’-0” OC. < BLK. GROUTED SOLID *< W 10X54 STEEL BEAM y a ” ” < 8 8 5” DIA. STEEL COLUMN —% SONS SAE rae : BOLTED TO BEAM /\ = = | —— REBAR: 3 #5 CONT. 8” CONCRETE BLOCK, NUMBER OF CORSES _ O ed SIRE THON. —O7 EACH TO MATCH EXISTING SLAB ELEVATION. GROUT SOLID ENTIRE WALL.

1) (2\FOUNDATION DETAILS

2 \ G1 J SCALE: 1/2” = 17-0”

(1 TYPICAL WALL SECTION

(oi) SCALE: 1/2” = 17-0”

(2)14” LVL RIDGE BEAMS GLUED AND SCREWED

7/16” EXTERIOR GRADE OSB WOOD SHEATHING, WITH METAL JOINT CLIPS, TYP.

2X12 ROOF RAFTER SYSTEM © 16” OC.

INSTALL WITH REQUIRED SIMPSON TIE HURRICANE CLIPS, RIDGE RAFTER HANGER & FASTENERS

1.1/2” AIR BAFFLES

R39 BATT INSULATION

DESCRIPTION

CHKED

BY

DATE

REVISIONS

NO.

619 APPLEGROVE CIRCLE

HOWLEY RESIDENCE ADDITION/RENOVATIONS WEBSTER, NY 14580

DATE DRAWN CHECKED

03/12/25] DAP | DAP

scaLE AS NOTED

SHEET TITLE GENERAL REQ. / SPECIFICATIONS, DETAILS & VIEWS

PROJECT NUMBER

G1

DRAWING NUMBER

CONTRACTOR TO ALLOW

MIL. FOR FRAMING AND

FOUNDATION SYSTEM OF NEW STAIR AS REQUIRED TO PROPERLY BEAR IT ON SURROUNDING SOIL

DESCRIPTION

CHKED

BY

DATE

REVISIONS

NO.

je ~~], LE .[zZ O};O Z\|O ” O NEW 8” CMU BLOCK FOUNDATION WALL 5 | GROUT SOLID ENTIRE WALL . |& Na 26’-0" 16-4” 4" 5” CONC. /STEEL x [10 New | existine TO STL. BEAM olay STEPS < a , adn |x PRESSURE TREATED | 13-63 ~wl= ERAMING W/ PL. Ny 5/4” DECKING BDS. } a fo eee ed 7 J ype ag 2’-8” X 50” PIER CONC. FTG. : CF W/4 #5 BARS CONT. VERT. NEW EGRESS | | | | = [4 # WN OM aS ae ae ! posta ~—-\4--p-------- 7 q 72-0] X 12” CONC. FTG. | | a I _ AFF. zs . NEW STEEL—— 2) |» $ L___l EGRESS WINDOW 24 ” MIN. HT. io | ! WiOXS4 BEAM EXCAVATED 11 corses | po NY tS BARS CON ————————— 4 ) & 20” MIN. WIDTH | above BASEMENT | l l EGRESS AREAWAY FOR EGRESS | ! His 5° sealed cone. slab ! | , ) - 13-64 | 17-52” $ WINDOW WITH BUILT-IN STAIRS | | 5 a) , | | ae ) K NEW PIER FOUNDATION a NI | 1 3-0" SQ. X 12” CONC. | | oie | | 1 ) & co 7 NNN | & oo > xt po, [w/4 #5 BARS CONT. | ~ ! cS | | @ 12” oc., Moor e 4\ IN <—_» | | o | framing above 7 | | | Xo | | o Zz 2x12 floor joist - | | provide double joists Po : S) S- | j | 2 lin bce” ! | l l ) under interior walls —+ 5S —-——— | | | TYPICAL NEW FOUND. Ole i PROPOSED | | | L—_ _ __ future hot tuby I . y_2’-0” X 12” CONC. FTG. 3,/< BASEMENT | | —— AB AUS Bane BLOC FOR NDATION WALL | | |S W/2 # 8 BARS CONT. * lin SPACE | | . | NEW BASEMENT : ‘e . 4 | Bete Rk SE ola (001) winnow 16x36 N | PP : a te | re) we - | | ©) 1 > 4B =MATCH EXIST. re eo —_—_— ° I | | ‘ ; BASEMENT FF | | A! | | existing chimpfey | bo \ é———4-—--——=———---—4 | I Nw | to remain | — _ oe Sa Hoe —_— a= EXISTING CMU_FOUNDATION WALL \ ‘co . 7 > OM BLOCK FOUNDATION Wall “> DD — — —f- MATCH SLAB NEW 8” CMU BLOCK FOUNDATION WALL 4 N_coNTRACTOR Wi t GROUT SOLID ENTIRE WALL ELEVATION CONTRACTOR WEE NEED 10

TIE NEW FOOTING INTO EXISTING FOUNDATION WALL PROVIDE DOWELS AS REQD. TYPICAL_AT INTERSECTIONS GROUT SOLID

GROUT SOLID BOTH SIDES

13'-2”

OF NEW OPENING IN EXIST. CMU

ACCE$S WAY 4’—0” WIDE

(3)2x10 triple lintel over window

NEW © EXISTING

>

EXISTING CMU FOUNDATION WALL

2'-0” 4’—(” | (0)

EXISTING SMOKE /CO BASEMENT DETECTOR SPACE

PROVIDE 12” LVL _LINTEL FOR ACCESS

INTO NEW BASEMENT SPACE

REMOVE EXISTING WALL AS REQD. FOR OPENING

RELOCATED AC CONDENSER AND ASSOCIATED LINE TO ACCOMMODATE FOR THE NEW ADDITION & PORCH

TIE NEW FOOTING INTO EXISTING FOUNDATION WALL PROVIDE DOWELS AS REQD. TYPICAL_AT INTERSECTIONS GROUT SOLID

6X6 pt.post typ. of (2) PROVIDE SOLID BLOCK POST

DOWN INTO THE EXISTING EXISTING

FOUNDATION WALL

HOUSE BASEMENT

2 STORY FRAMED ABOVE

92’—1°= APPROXIMATE

BASEMENT FF.

619 APPLEGROVE

CIRCLE

LINE OF EXISTING HOUSE WALL

LINE OF EXISTING HOUSE WALL [~

VE

No. 032927 Oy OF NEN

(1 \FOUNDATION PLAN

\ AO / SCALE 1/4” = 17-0"

NOR TH

TYPICAL NEW INTERIOR WALL IS 5” THICK — 2x4

NOTE:

ALL EXTERIOR WALLS ARE CONSTRUCTED OF 2X6 WOOD STUDS @ 16” OC W/ R21 INSULATION.

ALL INTERIOR WALLS ARE CONSTRUCTED OF 2X4 WOOD STUDS © 16” OC AND 1

/2” GYP. BD. ON

NON RATED WALLS AND 5/8” TYPE ’X’ GYP BD. WITH MULTIPLE LAYERS ON RATED WALLS. PRIME AND FINISH COAT PAINT. RATED WALLS ARE REQUIRED AT GARAGE SEPARATION WALLS.

NEW MASONRY WALLS

NEW INSULATED R21 WOOD STUD WALLS

HOWLEY RESIDENCE ADDITION/RENOVATIONS

619 APPLEGROVE CIRCLE

WEBSTER, NY 14580

DATE 03/12/25

DRAWN DAP

CHECKED

DAP

scaLE AS NOTED

SHEET TITLE

FOUNDATION PLAN

PROJECT NUMBER

AO

DRAWING NUMBER

DESCRIPTION

CHKED

BY

DATE

REVISIONS

NO.

VE

No, 032927

ros OF NEWS

| NEW ! EXISTING.

A l

a

NO

S F

CD

LO rm PLAN

NOTE:

ALL EXTERIOR WALLS ARE CONSTRUCTED OF 2X6 WOOD STUDS @ 16" OC W/ R21 INSULATION. ALL INTERIOR WALLS ARE CONSTRUCTED OF 2X4 WOOD STUDS @ 16” OC AND 1 NON RATED WALLS AND 5/8” TYPE ’X’ GYP BD. WITH MULTIPLE LAYERS ON RATED WALLS.

PRIME AND FINISH COAT PAINT. RATED WALLS ARE REQUIRED AT GARAGE SEPARATION WALLS.

PROPO (1 \EIRST LAL J SALES /#

NOTE:

NEW MASONRY WALLS

= 17-0"

(unless otherwise noted) R 7TH TYPICAL NEW EXTERIOR WALL IS 7” THICK — 2x6 TYPICAL NEW INTERIOR WALL IS 5” THICK — 2x4

NEW INSULATED R21 WOOD STUD WALLS

/2° GYP. BD. ON

HOWLEY RESIDENCE

ADDITION/RENOVATIONS

619 APPLEGROVE CIRCLE

WEBSTER, NY 14580

DATE DRAWN | CHECKED 03/12/25} DAP DAP scaLE AS NOTED SHEET TITLE

FIRST FLOOR PLAN

PROJECT NUMBER

A1

DRAWING NUMBER

4” ALUM. GUTTER/ DOWNSPOUT, TYP.

4” ALUM. GUTTER/ DOWNSPOUT, TYP.

CONTRACTOR TO ALLOW FOR FRAMING AND FOUNDATION ” SYSTEM OF NEW STAIR AS

I NEW LEXISTING N X 4 Vi

|

I ”

4” ALUM. GUTTER/ |

|

17-7”

4” ALUM. GUTTER/ DOWNSPOUT, TYP.

DESCRIPTION

CHKED

BY

DATE

REVISIONS

NO.

VE

No. 032927 Oy OF NEN

26-0" DOWNSPOUT, TYP | REQUIRED TO PROPERLY BEAR IT ON SURROUNDING SOIL PITCH AWAY FROM PORCH \ ~ 12” RIBBED METAL FURRED a = BE DETERMINED BY OWNER 4 rm - A | An na JL 1 = 30 YEAR —~LtIeLt ie ral | in ARCH. ASPH. | r | O SHINGLE | l l =| A ROOFING | <I A N | | mz | tl 38 | | <—s8—» . | #825 || | | Lo & | afiod S| | | 72X12 RAFTER SI oy 2X12 RAFTER = | S| BL | | @ 16" OC Oru @ 16" 0C 4 = | + NOGF | | l [ open framed > open framed & vaulted . vaulted S | | | | + & | Li future hot tub] ~ “— Tw | | 30 veAR—— x gy | 4” ALUM. GUTTER EXIST. WOOD DECK ARCH. ASPH. 4-4 .G SUINGLE | = DOWNSROUT, TYP. PROTECT DURING CONSTRUCTION ROOFING | a BELOW, |PITCH |AWAY | 1 | a existing chimpey J | — —= << —/. — ee ee a ee dee am a am a am a am Ld am a am a am a am a am a a nk mal | FLASHING AS REQUIRED TO TIE-IN NEW ADDITION. Selows | 13-8” “— EXISTING PORTION OF HOUSE ROOFING | TO REMAIN IN TACT, NO NEW WORK PLANNED NOTE: | THIS HOUSE ROOF PLAN IS FOR REFERENCE ONLY, NO WORK | PLANNED ON THIS HOUSE 4 Ye EXISTING HOUSE 7 ROOF PLAN 7 NO WORK PLANNED | 7 4 | ‘ 619 APP R - 4 LEG 7 — y, 7 | I 1 ) _ Zz 7 xX A |

NOR TH

(1 \ROOF PLA

ROOFING NOTES:

UNLESS OTHERWISE NOTED

\A2_/ SCALE 1/4” = 17-0"

N 0

—

PROVIDE ICE AND WATER SHEILD ON ROOF TO COMPLY WITH SECTION 905.2.7.1 OF THE NYS BUILDING CODE. ICE AND WATER SHEILD SHOULD BE A MINIMUM OF 4’—0” UP THE ROOF PITCH FROM THE EAVE EDGE.

PROVIDE PROPER FLASHING AT WALL INSTALLATION OF ADDITION. CONSULT WITH FLASHING MANUFACTURER PRIOR TO INSTALLATION.

PROVIDE NEW 30+ YR. LIMITED LIFETIME ASPHALT ARCHITECTURAL ROOFING SYSTEM ON THE ENTIRE NEW BUILDING ADDITIONS ONLY. COLOR TBD.

ROUTE ALL 4” GUTTERS & DOWNSPOUTS TO THE UNDERGROUND PIPING SYSTEM IF POSSIBLE. IF STORM DOES NOT EXIST, ROUTE PIPING TO DAYLIGHT IN 4 ” PERFORATED DRAIN TILE TOWARDS THE LOW SITE GRADE.

HOWLEY RESIDENCE ADDITION/RENOVATIONS

619 APPLEGROVE CIRCLE

WEBSTER, NY 14580

DATE 03/12/25

DRAWN DAP

CHECKED

DAP

scaLE AS NOTED

SHEET TITLE

ROOF PLAN

PROJECT NUMBER

A2

DRAWING NUMBER

EXISTING WINDOWS TO REMAIN

ELEVATION IS FOR REFERENCE ————___, ONLY, NO WORK PLANNED ON Rear CONTRACTOR TO AVOID ALL HIGH FLASHING AS REQUIRED THIS EXISTING HOUSE EXCEPT Cee WINDOW TRIM, FLASH WITH TO TIE-IN NEW ADDITION. FOR FLASHING IN NEW NORTH aaa ICE AND WATER SHIELD @ ; SIDE ADDITION AND FOUNDATION. a EACH WINDOW/S 6 ALUMN. RAKE TRIM, oseeeeeeee | COLOR TO BE DETERMINED ee =a Fi | eee Zz yp 30 YEAR ASPHALT 12” RIBBED METAL FURRED —— SHINGLES COLOR TO BE ROOFING SYSTEM, COLOR TO Sant aeaeaee | DETERMINED BY OWNER BE DETERMINED BY OWNER Cee 4” VINYL DOOR JAMB/HEAD oss eee TRIM, PRIME/PAINT. COLOR \ oe TO BE DETERMINED 12 EXISTING HOUSE ‘ | | 4” ALUMINUM GUTTERS BACK/NORTH SIDE x | | AND DOWNSPOUTS TRIM TIE IN PORCH ROOF SYSTEM ~ | | COLOR TO BE DETERMINED ] | | ee . PROPOSED-A Ne An : : : : : : "\] 6” ALUMN. AA CTE D PBAAUW VINYL LAP SIDING, 4” =e} =) FASCIA TRIM, BA a aan DOUBLE PROFILE, COLOR Lil es COLOR TO BE = TBD BY OWNER. ———— DETERMINED pia ae Seeee fecceees se RW r LJ a ro a a a windew a \ q g 0 = — — — _" | Vy Existing STnTISISETTTIE i (Y SSS TTT TT 7a \ [ a | condenser | \ 1 LO PIRST FF, =eaSaat Seas 1 | a LE oa A — = —_ [ [ [ [ [ [ [ I | = —_ SESaSaeaeeeaee AY ar \ ih a T NOTE: ALL CONTRACTOR WILL NEED TO ALL INSTALLED RESCUE WINDOW a WINDOW/DOOR (1\NORTH ELEVATION RELOCATED AC CONDENSER STEPS NEEDS NEED TO MEET THE CLEAR ; a AT OPEN REQUIREMENTS. PROVIDE AN APPROX. LINE OF DIMENSIONS SHOWN = |- SCALE: 1/4 1-0 AND ASSOCIATED LINE TO PRESSURE TREATED ARE IN INCHES AS FRAMING w/ PT. ANDERSEN CASEMENT 3040 OR GRADE, SLOPE AWAY ACCOMMODATE FOR THE 5/4” DECKING BDS. LARGER THAT MEETS OR EXCEEDS A FROM STRUCTURE, TYP. NEW « EXISTING NEW ADDITION & PORCH CLEAR OPENING AREA OF 5.7 SF., > V NC oO 20” MIN WIDTH AND 24” MIN HEIGHT | oe I NOTE: O THIS EXISTING HOUSE ELEVATION [Y IS FOR REFERENCE ONLY, NO > WORK PLANNED ON THIS EXISTING HOUSE EXCEPT FOR | n FLASHING IN NEW NORTH SIDE ADDITION AND FOUNDATION. | | s FLASHING AS REQUIRED TO Li] TIE-IN NEW ADDITION. ~ FRONT/SOUTH SIDE ~N ~N 30 YEAR ASPHALT ~ NO WORK PLANNED Z SHINGLES COLOR TO BE ~A RW: RESCUE WINDOW fL DETERMINED BY OWNER Se Pe ALL ANDERSEN RESCUE WINDOWS ; L--~__JS 7 NEED TO MEET THE CLEAR OPEN ‘al *~ VINYL LAP SIDING, 4” ~ | REQUIREMENTS. PROVIDE AN DOUBLE PROFILE i | ANDERSEN 244DH3049 OR LARGER (Y + THAT MEETS OR EXCEEDS A CLEAR OPENING AREA OF 5.7 SF., Li] 4” CORNER TRIM 7 20” MIN WIDTH AND 24” MIN HEIGHT. H 1 [— MEASUREMENTS GIVEN ON WINDOWS _— Zz = ARE IN INCHES. PROPOSED ADDITON: Haff 24] op 0) Uf) MASTER BED ROOM ——| I mM SUITE & PORCH. 40 | toe) | LD yp ima cm | S | | L-TrOrmosemy —t EXISTING) I 0 a, IRSI_F.F. = | _ — Pro th t ryys | (2 NOTE: ALL APPROX. LINE OF SOUTH ELEVA TON WINDOW/DOOR GRADE, SLOPE AWAY ! \AS/ » 1/4" = 1'— DIMENSIONS SHOWN NEW © EXISTING FROM STRUCTURE, TYP. ! , ARE IN INCHES. ZL I NEW EXISTING < EXISTING NEW " x PY N\ N —+ > 3 oc Tt | | \ —_ . i YZ x 2 ‘ LW 4 po ra 4 on ne Ca i: I I I I I I I vi Le I [ [ [ [ [ [ 3 Ty I [ [ [ [ [ L* 1 SS 50 YEAR ASPHALT FLASHING AS REQUIRED TO =e a DETERMINED BY OWNER a [ [ [ a a 6” ALUMN. RAKE —~S mm Co} PROPOSED ADDITON: TRIM, COLOR TO BE | PROPOSED ADDITON: = MASTER BED ROOM DETERMINED MASTER BED ROOM NOTE: a VINYL LAP SIDING, 4” 4 THIS EXISTING HOUSE =asc= SUITE 6 COVERED FORCE DOUBLE PROFILE IN SUITE de COVERED PORCH ELEVATION IS FOR REFERENCE no ONLY, NO WORK PLANNED ON 4” CORNER TRIM | EXISTING HOUSE THIS EXISTING HOUSE EXCEPT 1 WEST SIDE FOR FLASHING IN NEW NORTH 4X DOUGLAS FIR BRACKET NO WORK PLANNED SIDE ADDITION AND FOUNDATION. COLOR TO BE DETERMINED «(6 Y NOTE: | | FSS i 7 7. THIS EXISTING HOUSE | | ln , Ne EXISTING HOUSE ALL OPEN FRAMING TO == = Py DOUBLE 2X10” HEADER <i, NN = { = ELEVATION IS FOR REFERENCE EAST SIDE BE PRIMED /PAINTED, aon 7 BOLTED TO POST ~ , COLOR TBD = F THIS EXISTING HOUSE EXCEPT NO WORK PLANNED pene H a 0 FOR FLASHING IN NEW NORTH —— H bo SIDE ADDITION AND FOUNDATION. |_| | ; Esti F OPosec 7 D a Existi AS UMC} —= | F KIS LING) FIRST F.F. prsongepser 7 FIRST F.F. FIRST ELF. _; FIRST F.F. _ 7 ” LT TT _ 7 ” = = 7 ” _ 7 ” 100°—0 ya | ) ; | 100°—0 ‘0 100°—0 oo 100°—0 a | _ N I rr | | I PRESSURE. TREATED & 20” MIN. WIDTH, BELOW | NEW .! EXISTING NOTE: ALL WINDOW/DOOR (3\EAST ELEVATION — AND ASSOCIATED LINE TO EXISTING NEW ERAMING WA PL GRADE, SLOPE AWAY crororqy ~~ S 4 NWEST ELEVATION WINDOW /DOOR DIMENSIONS SHOWN SCALE: 1/4” = 10” ACCOMMODATE FOR THE “Ss D> 5/4° DECKING BDS. FROM STRUCTURE, TYP. EGRESS AREAWAY FOR EGRESS [L444 ; SCALE: 1/4” = 1-0” \AS/ ~ NEW ADDITION & PORCH ——~»abr—-—i4 MATCH CORSE HT. CMU BASEMENT TYP., W/ YAS / = DIMENSIONS SHOWN ARE IN INCHES. WINDOW WITH BUILT-IN STAIRS bo WRAP—N—DRAIN WATERPROOFING SYSTEM ARE IN INCHES.

DESCRIPTION

CHKED

BY

DATE

REVISIONS

NO.

No, 032927

VE

ros OF NEWS

HOWLEY RESIDENCE ADDITION/RENOVATIONS

619 APPLEGROVE CIRCLE

WEBSTER, NY 14580

DATE DRAWN 03/12/25) DAP

CHECKED

DAP

scaLE | /4”=1-(0"

SHEET TITLE EXTERIOR ELEVATIONS

NORTH, SOUTH EAST & WEST

PROJECT NUMBER

A3

DRAWING NUMBER