HomeMy WebLinkAbout49765-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
k TOWN CLERK'S OFFICE
a° SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 49765 Date: 9/22/2023
Permission is hereby granted to:
Vaillancourt, Philippe
375 West Mill Rd
Mattituck, NY 11952
To: construct accessory pavilion as applied for. Must maintain minimum 15' side and rear
yard setbacks.
At premises located at:
375 Mill Rd Mattituck
SCTM #473889
Sec/Block/Lot# 113.-3-7.3
Pursuant to application dated 8/29/2023 and approved by the Building Inspector.
To expire on 3/23/2025.
Fees:
ACCESSORY $333.20
CO -ACCESSORY BUILDING $50.00
Total: $383.20
Building Inspector
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 litti)s://www.sotittioldtokvilily,,,gt)v
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
1
PERMIT NO. Building Inspector,--..... AUG ?023
Applications and forms must be filled out in their entirety.Incomplete B1W D1D[NG f)'e41T.
applications will not be accepted. Where the Applicant is not the owner,an ,0 .. 1` � ;r°l,,t•V�".
Owner's Authorization form(Page 2)shall be completed.
Date:AUGUST 29, 2023
OWNER(S)OF PROPERTY:
Name:MARY KATHLEEN MARTIN AND PHILIPPE VAILLANCOURT SCTM #1000- 113.00-03.00-007.003
ProjectAddress:375 MILL ROAD, MATTITUCK, NY 11952
Phone#:631-766-3210 Email:MKMARTIN.NP@GMAIL.COM
Mailing Address:375 MILL ROAD, MATTITUCK, NY 11952
CONTACT PERSON:
Name:FINNEGAN LAW, P.C. - MARTIN D. FINNEGAN, ESQ.
I
Mailing Address: PO BOX 1452, MATTITUCK, NY 11952
Phone#:631 -315-6070 Email:MFINNEGAN9NORTHFORK.LAW
DESIGN PROFESSIONAL INFORMATION:
Name:JOHN CUNNIFFE ARCHITECTS
Mailing Address: 17 HILLSIDE ROAD, STONY BROOK, NY 11790
Phone#:631-751 -0590 Email:JOHN CJDCARCHITECTS.COM
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:.
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure EAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
OOther PAVILLION CONSTRUCTION $ 100,000.00
Will the lot be re-graded? ❑Yes $RNo Will excess fill be removed from premises? *Yes ❑No
1
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PROPERTY INFORMATION
Existing use of property: R ES I D E NTIAL Intended use of property: R ES I D E NTIAL
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_80 this property? ❑Yes ®INO IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print na • MARTIN D. FI N N EGAN IRAuthorized Agent ❑Owner
Signature of Applicant: Date: 08/29/2023
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK )
MARTIN D. FINN EGAN being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the AGENT
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this a
9thda of August 2023 ,w
y >
Notary Public
SCHWEITZER ANNALISE
PROPERTY OWNER NOTARY PUBLIC-STATE OF NEW YORK
N0.01SCiAO9457
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY ,q
MY COMMISSION EXPIRES SEP 28,20
. .
1, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
DevarJWWA Analkaft
AUTHORIZATION
(Where the Applicant is not the owner)
MARY KATHLEEN MARTIN
AND PHILIPPE VAILL.ANCOURT residing at 375 MILL ROAD, MATTITUCK,
(Prw property owner's name) (Mailing Address)
NY 11952 do hereby authorize MARTIN D. FINNEGAN
(Agent)
to apply on my behalf to the
Southold Building Department.
hle#00", -�
MARY (date)
CERTIFIED TO:
DIGITAL RELEASE
JOB NO.,:2021-104
MAP NO.:
FILED:
REVISIONS:
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COPIES OF THIS SURVEY MAP EITHER PAPER OR ELECTRONIC NOT BEARING
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LL 1FB y -� ���y�, I THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
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CURRENT ZONING.R-40-0.997ACRE
LOT AREA:43,446 SQ.FT
M
hr,
SPOT GRADES&ELEVATIONS HEREON REFER TO NAVD 1988
ALLOWABLE LOT COVERAGE:8,689SO.FT.-20%
EXISTING LOT COVERAGE:2,990 SQ.FL—6.9%
DWELLING:1,938 SQ.FT.
SOUTH ENTRY:74 SO.FT.
g ax M
CANTIL VEVER:29 SQ.FT.
W� Iq5 /Wyr .lid IZD
HOUSE PATIO: 2SQ.FT.
WOOD DECK:480 SQ.FT.
r A A1C r SHED PATIO:217 SQ.FT.
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o' / - C 4 a"yea 1r"'XI�• PROPOSED ADDITIONAL LOT COVERAGE:3,228 SO,FT.
z I � 711IF1' POOL:840SQ.FT.
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t'rN POOL COPING:136 SQ.FT.
IdPOOL PAVILLION:652 SOFT.
r PATIO:1,600 SQ.FT.
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a" gerYlr' PROPOSED LOT COVERAGE:6,218 SQ.FT.=143%
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60 80 100 120 140 160 180
-------- — SCALE:1"=40' DATE:MARCH 3.2021
--3
► 1 SS�S�D s
No: Date: Description:
LIST OF DRAWINGS
1 01.16. 2022 For Client Review
PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO
BE ABSOLUTELY CURRENT. 2 03.02. 2023 For Review
ARCHITECTUFtgL
3 07.24. 2023 For Pricing and Permit
1
BUILDING SECTION OR SECTION DETAIL T1 SYMBOLS, LEGEND, PLUMBING RISER &PRICING NOTES
CONCRETE A101 (OPTIONAL)
G1 NAILING SCHEDULE, CODE DATA,AND PLUMBING RISER DIAGRAM
G2 BRACE WALL CONNECTION CODE DATA
CONCRETE MASONRY 1 A1.0 PROPOSED FOUNDATION PLAN AND FIRST FLOOR PLAN
A101 EXTERIOR ELEVATIONS A1.1 PRCPOSED ROOF PLAN, POWER/LIGHTING PLAN
ANG BUILDING CROSS SECTIONS
(OPTIONAL) 1 A2.0 PROPOSED ELEVATIONS
STONE
101
CONSTRUCTION DETAIL
J
WOOD FINISH
BIDDING PRICING AND SUBMISSION NOTES
WOOD ROUGHING, DISCONTINUOUS A101 1 INTERIOR ELEVATIONS FOR PURPOSE OF IDENTIFICATION THE WORDS "GENERAL CONTRACTOR"WILL MEAN THE PERSON IN CHARGE AND RESPONSIBLE FOR THE WORE.
ANY OTHER REFERENCE IS TO ASSUME SUB CONTRACTORS PROVIDED BY OWNER. ULTIMATELY THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
PROVIDING ALL COSTS AND WORK AS DEEMED NECESSARY TO COMPLETE THE PROJECT.
WOOD ROUGHING,CONTINUOUS CONTRACTOR MUST NOTE ITEMS INTERPRETED AS BEING SUPPLIED OR SERVICES BEING PROVIDED BY OWNER.
CONTRACTOR MUST BREAK OUT SCOPE OF WORK WITH DEFINITION IN THEIR BIDS TO THE OWNER.
PROJECT
LEGEND BUILDING CODE AND BUILDING
EXISTING WALLS TO BE DEMOLISHED PERMIT ASSUMPTIONS z
CONTRACTOR IS REQUIRED TO CALL 0
EXISTING DOORS TO BE DEMOLISHED FOR INSPECTIONS AND OBTAIN ALL PERMITS. ..�
lj
G.C. TO PROVIDE ALL CUSTOMARY STRAPPING AND RATER CLIPS.
EXISTING WALLS TO REMAIN ALL BRACE WALL NAILING WORK AND ALL CUSTOMARY STRAPPING
AT ALL FRAMING COMPONENTS. 70 N
Cz LO
EXISTING DOORS TO REMAIN SURVEY WORK < 0 (3)
T
CONTRACTOR IS RESPONSIBLE TO ORDER A STAKE OUT OF THE LOCATION OF THE
PROPOSED WALL CONSTRUCTION PAVILION AND ANY WORK THAT IS ON SITE RELATED TO THE PAVILION. 'E z
ALL BENCHMARK ELEVATIONS TO BE SET BY SURVEYOR SO ELEVATION CAN 0 +-CONFORM TO ZONING AND BUILDING CODES. PROJECT HAS BEEN SUBJECT TO NUMEROUS N
APPROVALS . THE GENERAL CONTRACTOR IS RESPONSIBLE FOR BUILDING WITHIN THE PARAMETERS > U
NEW DOORS OF THE APPROVALS. CONSULT WITH THE OWNER AND OWNERS ATTORNEY IF CONDITIONS AND Uj > -�
CIRCUMSTANCES ARE DIFFERENT IN THE FIELD OF PROPOSED IN THE PLANS. U)
M cz
TYPICAL SYMBOLS CONCRETE & EXCAVATION FOR FOUNDATION 0
SYMBOL INDICATES CALL BEFORE YOU DIG. 0.
VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS WITH A SURVEYOR. 0
N PROJECT NORTH CONSULT WITH THE BUILDING DEPARTMENT FOR ALL SCHEDULED INSPECTIONS.
ALL CONCRETE 3,500 Psi POURED IN PLACE.
OCOLUMN LINE LABEL, MAJOR ALL REBAR SHOWN IN DRAWINGS SHALL BE No.5 AND HELD 3" FROM ALL EDGES
DATUM ELEVATION EXTERIOR TRIM, SIDING
0'-0"= EXISITNG FIRST FLOOR FINISHED FLOOR
STORAGE AND OUTDOOR SHOWER AREA AND GABLE TO BE PAINTED ROUGH SAWN This drawing and design layout is an instrument of services
1 x 10 BOARDS WITH 1 x 2 BATTENS. ALL MATERIAL TO BE WHITE PINE. and the property of John Cunniffe,Architect.This drawing
1 REVISION NUMBER-SEE KEY IN TITLE BLOCK
and design layout may not be reproduced or reproductions
CONTRACTOR AND OWNER MAY ELECT TO SPECIFY CEDAR IF DESIRED. hereof used without the expressed written consent of John
55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 Cunniffe,Architect.
DESIGN CALLS FOR PAINTING ALL SIDING MATERIALS It is a violation of the law for any person unless acting under
GLASS TYPE-SEE SPEC.
CONTRACTOR AND OWNER MAY ELECT TO LEAVE THE BOARD AND BATTEN NATURAL OR TO SEAL IT. the direction of a licensed architect,to alter any item in any
O WE DO NOT RECOMMEND THE WHITE PINE BOARDS TO BE LEFT NATURAL. way. If any item on this document is altered,the altering
architect shall affix to such items his or her seal and signature
SD SMOKE DETECTORS and notation"Altered by"followed by the architects'name,
POWER AND LIGHTING SCOPE NOTES date or alteration,and specific description of the alteration.
All dimensions and existing conditions shall be checked and
CO Ni SMOKE AND CARBON MONOXIDE DETECTORS g ALL WORK TO BE CODE COMPLAINT AND PRICING TO INCLUDE verified by the Contractor before proceeding with the work.
ELECTRICAL INSPECTION SERVICES AND CERTIFICATE.
POWER AND LIGHTING PLANS ARE PROVIDED. JOHN CUNNIFFE - ARCHITECT
CONSTRUCTION CODE STATEMENT SWITCHES TO BE LUTRON DECOR
OUTLETS TO BE STANDARD WHITE
THIS DESIGN CONFORMS WITH THE RESIDENTIAL CONTRACTOR TO PROVIDE ALL RECESSED FIXTURES. THEY SHALL BE: John Cunniffe-Architect
17 Hillside Road
CONSTRUCTION CODE OF NEW YORK STATE - 2020 HALO OR EQUAL 4 LED WHITE TRIM WHITE BAFFLE- DIMMABLE AS NOTED Stony Brook, New York 11790
AND ALL STEEL WORK UNDER ASCE 7-10 N PLANS.
2020 IRC &2020 NYS UNIFORM CODE SUPPLEMENT T 631 751 0590
2020 IEC& 2020 NYS, ECNYS SUPPLIMENT OWNER WILL SUPPLY ALL OTHER LIGHTING AND CEILING FANS SHOWN.
RED ARC
PAINTING �� o��,o. CUHN��'�i��
ALL EXTERIOR WOOD OR PVC PRODUCTS TO BE PAINTED WITH SHERWIN y�
PREMIUM HOUSE PAINT.
JO CUNNI WILLIAMS
E, RA 030893
DISCUSS COLOR OPTIONS AND WHAT SURFACES TO LEAVE NATURAL. OF
ALL SURFACES TO BE LEFT NATURAL SHOULD BE SEALED USING
SEAL ONCE MARINE-PREMIUM WOOD SEALER 3 COATS
CALL 811 FOLLOW ALL MANUFACTURERS APPLICATION DIRECTIONS.
FOR UTILITY MARK OUT PROJECT NUMBER:
PRIOR TO THE START OF PROPANE FIRE PIT SCALE: AS NOTED
DRAWING:
ANY EXCAVATION WORK G.C. TO COORDINATE PROPANE PIPING AND INSTALLATION TO CODE FOR
OWNERS PROPANE FIRE PIT. Symbols, Legends and Pricing Notes
KITCHEN AND SHOWER
DRAWING NUMBER:
ALL CABINETRY BY OWNER. OWNERS KITCHEN REPRESENTATIVE TO COORDINATE IN FIELD DIMENSIONS
WITH A FINAL ORDER AND SEEK APPROVALS FROM THE OWNER PRIOR TO ORDER.
CABINET SUPPLIER TO CONFIRM ALL EQUIPMENT PROVIDE BY OWNER INCLUDING HOOD. T
OWNER, G.C.AND CABINET SUPPLIER TO DISCUSS INSTALLATION AND COORDINATION.
1
ALL TILE OR STONE AT SEASONAL KITCHEN AND SHOWER SHALL BE BY OWNER. G.C. TO INSTALL. PROJECT NORTH
ALL FIXTURES BY OWNER, G.C. TO INSTALL.
TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description:
FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS
NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 1 01.16. 2022 For Client Review
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b'c SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH) - 140 STRUCTURAL MEMBER ALLOWABLE
Roof loot DEFLECTION 2 03.02. 2023 For Review
24 2"subfloor to joist or girder 3-16d box(3 1/2"x0.135");or Blind and face nail RAFTER SPACING ROOF SPAN (FT) ROOF PITCH ROOF PITCH
4-8d box(2 1!2"x0.113")or 2-16d common(3 1/2"x0.162") < 5:12 > 5:12 RAFTERS HAVING SLOPES GREATER THAN 3 07.24. 2023 For Pricing and Permit
1 Blockingbetween ceiling joists or rafters to to late 3-8d common(2 1/2"x0.131');or Toe nail - 3-1/2"WITH NO FINISHED CEILING L/180
g l p p 3-10d box 3"x0.128" ;or 3 16d box(3 1/2'x0.135");or
( ) 25 2"planks(plank&beam-floor&roof) 2-16d common(31/2"x0.162") At each bearing,face nail 12 162 150 ATTACHED TO RAFTERS
3-3"x0.131"nails
18 209 194
4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"x0.1 621 24 255 237 INTERIOR WALLS AND PARTITIONS H/ 180
3-8d common(2 1/2"x0.131" 4-10 box(3"x0.128' ,or
);or 26 Band or rim joist to joist End nail 28 287 266
2 Ceiling joists to top platePer joist,toe nail 4-3"x0.131"nails;or
3-10d box(3"x0.128");or 16 o.c. 32 319 295
3-3"x0.131"nails 4-3"x14 ga.staples,7/16"crown 36 351 325 FLOORS AND PLASTER CEILINGS L/360
Nail each layer as follows:32"o.c
4-10d box(3"x0.128");or 20d common(4"x0.192");or 42 399 370 ALL OTHER STRUCTURAL MEMBERS
Ceiling joist not attached to parallel rafter,laps over at top and bottom and staggered. L/240
3 partitions(see Section R802.5.2 and Table R802.5.2) 3-16d common(3 1/2"x0.162");or Face nail 48 447 414
4-3"x0.131"nails 10d box(3"x0.128' ;or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR
Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"x0.131"nails staggered on opposite sides STUCCO FINISHES H/360
4 (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail layers And:
4-10d box(3"4.128");or
2-20d common(4"4.192");or EXTERIOR WALLS-WIND LOADS a.
Face nail at ends and at each splice
5 Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 3-10d common(3"x0.148");or Face nail each rafter 3-10d box(3"x0.128");or WITH BRITTLE FINISHES L/240
4-3"x0.131"
rafter nails 34'4.131"nails
3-16d box nails(3 1/2"x0.135'8;or
4-16d box(3 1/2'0.135");or EXTERIOR WALLS-WIND LOADS a'
/
3-10d common nails(3"x0.148"); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x0.162");or At each joist or rafter,face nail WITH FLEXIBLE FINISHES L 120
or on 6 Rafter or roof truss to late 4-10d box(3"x0.128");or
p opposite side of each rafter or 4-3"x0.131"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH MINIMUM SPECIFIED COMPRESSIVE STRENGTH
4-10d box(3"x0.128");or truss' OF CONCRETE NOTE: L-SPAN LENGTH, H = SPAN HEIGHT
4-3114.131"nails 29 Bridging or blocking to joist 2-10d box(3x0.128"),or 2-8d common
(2 1/2"x0.131';or 2-3 x0.131")nails Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO
4-16d(3 1/2"x0.135");or
3-10d common(3"4.148");or SPACING OF FASTENERS AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS
Toe nail Intermediate TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN
4-10d box(3"x0.128");or ITEM DESCRIPTION NUMBER AND
4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER (inches)
Edges supports c,e
7 Roof rafters to ridge,valley or hip rafters or roof rafter (inches)'' (inches) b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE
to minimum 2"ridge beam NEGLIGIBLE MODERATE SEVERE
3-16d box 3 on x0.135"); 6 Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER.
2-16d common(3 1/2"x0.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] PROJECT
3-1od box(3"x0.128");or BASEMENT WALLS, FOUNDATIONS AND OTHER
3-3"4.131"nails 6d common(2"x0.113")nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI
30 3/8"-1/2" 8d common(2 1/2"x0.131")nail(roof);or RSRS- 6 12'
Wall 01 (2 3/8"x0.113'1 nail(roof)i
16d common(3 1/2"x0.162") 24"o.c.face nail TABLE R301.5
31 19/32"-1" 8d common nail(2 1/2"x0.1311;or RSRS-01; s 12} BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY
8 Stud to stud(not at braced wall panels) 10d box(3"x0.128");or 16"o (2 3/8"x0.113")nail(roof)i GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SO. FOOT
3"x0.131"nails .c.face nail
10d common(3"x0.148")nail;or O
32 1 1/8"-1 1!4" 6 12
16d box(3 1/2"x0.135");or 12"o.c.face nail 8d(2 1/2"x0.131')deformed nail USE LIVE LOAD
9 Stud to stud and abutting studs at intersecting wall corners 3"x0.131"nails Other wall sheathings BASEMENT WALLS, FOUNDATION WALLS,
(at braced wall panels) 000 PSI 000 PSI 3
500 PSI 3, ,
16d common(3 1/2"x0.162") 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head EXTERIOR WALLS AND OTHER VERTICAL 2, UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10
x0
16d common 3 1/2" .162" 16"o.c.each ed 33 diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 CONCRETE WORK EXPOSED TO WEATHER
10 Built-up header(2"to 2"header with 1/2"spacer) ( ) ga face nail 1/2"structural cellulosic fiberboard sheathing 1"crown
16d box(3 1/2'4.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE 20
5-8d box 2 1/2"x0.113" ;or 25/32"structural cellulosic 13/4"galvanized roofing nail,7/16"head diameter,
34 3 6 EXPOSED TO THE WEATHER AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI HABITABLE ATTICS WITH FIXED STAIRS 30 0
( ) fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown �
11 Continuous header to stud 4-8d common(2 1/2"x0.131");or Toe nail SLABS �
1 1/2"galvanized roofing nail;staple galvanized,
4-10d box(3"x0.128") g g p g
35 1/2"gypsum sheathingd 1 1/2"long;1 1/4"screws,Type W or S 7 7 < 0 BALCONIES (exterior)AND DECKS 40 n r
16d common(3 1/2"x0.162") 16"o.c.face nail (A)AT 28 DAYS PSI r-
0
13/4"galvanized roofing nail;staple galvanized,
12 Top plate to top plate iod box 3"x0.128" ;or 36 5/8' gypsum sheathing 7 7 B SEE TABLE 301.2 1 FOR WEATHER POTENTIAL FIRE ESCAPES 40
( ) 12"o.c.face nail 1 5/8"long; 1 5/8"screws,Type W or S ( ) ( )
3"x0.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING z
Wood structural panels,combination subfloor underlayment to framing .F.r
8-16d common(31/2"x0.162');or DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) GUARDS AND HANDRAILS 200 �
Face nail on each side of end joint 6d deformed(2"x0.120")nail;or D CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE
13 Double top plate splice 12-16d box(3 1/2"x0.135");or (minimum 24"la splice length 37 3/4"and less 8d common(2 1/2"x0.131")nail 6 12 ( ) ( ) U
12-iod box(3"x0.128");or p SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50 UJ
each side of end joint)
12-3'x0.131' nails 8d common(2 1/2"x0.131")nail;or E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT
38 7/8"1" 8d deformed(2 1/2"x0.120')nail s 12 ( ) PASSENGER VEHICLE GARAGES 50
F FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT
(continued) ( ) ( PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3/o OS PERMITTED IF THE SPECIFIED M
U)
10d common 3"x0.148" nail;or o
TABLE ENING SC continued 3s 1 1/8"1 1/4" s 12 COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I.
FASTENING SCHEDULE 8d deformed(2 1/2"xo.120'�nail ROOMS OTHER THEN SLEEPING ROOMS 40
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION For SI:1 inch=25,4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s,1 ksi=6.895 MPa.
0
16d common(3 1/2"x0.162") 16"o.c.face nail SLEEPING ROOMS 30
14 Bottom plate to joist,rim joist,band joist or
blocking(not at braced wall panels) 16d box(3 1/2"x0.135");or
3"x0.131"nails 12"o.c.face nail I STAIRS 40
3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail 13"DIA,VENT TNRU ROOF
0
15 Bottom plate to joist,rim joist,band joist or 2-16d common(3 1/2"x0.162");or 2 each 16"o.c.face nail
blocking(at braced wall panel) 4-3"0.131"nails 4 each 16"o.c.face nail ROOF
4-8d Ibox(2 1/250.113");or 0.
3-16d box(3 1/2"x0.135");or
4-8d common(2 1/2"0.131");or Toe nail TABLE 8301.2 (1)
4-10d box(3"x0.128' ;or '�--��_ 2 DIA,
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
16 Top or bottom plate to stud 4-3"0.131"nails
WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD This drawing and design layout is an instrument of services
3-16d box(3 1/2''0.135');or 1 112"DIA. 1 112"DIA. SEISMIC ICE BARRIER AIR MEAN
2-16d common(3 1/2"x0.162");or GROUND WINTER
End nail � DESIGN UNDERLAYMEN HAZARDS FREEZING ANNUAL and the property of John Cunniffe,Architect.This drawing
3-10d box(3"x0.128");or SNOW WIND EATHERING FROST LINE TERMITES DESIGN and design layout may not be reproduced or reproductions
3-3"xD.131"nails SINK ( LOAD TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY REQUIRED INDEX TEMP g y y p p
MPH D EFFECTS REGION DEBRIS ZONE DEPTH TEMPS TYPE X hereof used without the expressed written consent of John
3-10d box(3"x0.128");or Cunniffe,Architect.
17 Top plates,laps at corners and intersections 2-16d common(3 1/2"x0.162");or Face nail ( 20PSF MODERATE
F.E.M.A. &
34"4.131"nails I < 140 NO NO NO C TO HEAVY 11 d YES N.F.I.P. FLOOD It is a violation of the law for any person unless acting under
SEVERE 3-0 36 N/A 52.1 d.
3-8d box(2 1/2"x0.113),or S110WER MAP No. the direction of a licensed architect,to alter any item in any
2-8d common (2 1/2"x0.131");or 36103CO359 H way. If any item on this document is altered the altering
18 1"brace to each stud and plateFace nail
2-10d box(3"x0.128");or TRAP - - architect shall affix to such items his or her seal and signature
2 staples 13/4" FIRST FLOOR = - 2"DIA, WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA and notation"Altered by"followed by the architects'name,
®
3-8d box(2 1/2"x0.113");or ALTITUDE DESIGN HIGH date or alteration, and specific description of the alteration.
2-8d common(2 1/2"x0.131");or ELEVATION LATITUDE WINTER SUMMER INTERIOR DESIGN
19 1"xs"sheathing to each bearing Face nail CORRECTION TEMPERATURE TEMPERATURE All dimensions and existingconditions shall be checked and
2-10d box(3"x0.128");or HEATING COOLING TEMPERATURE
2 staples,1"crown,16 ga.,13/4"long TO SEPTIC "- LL q"DIA.DRAIN PIPE FACTOR COOLING DIFFERENCE verified by the Contractor before proceeding with the work.
3-8d box(2 1/2"x0.113");or DRYWELL
40' N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5
3-8d common(21/2"x0.131");or WIND WIND JOHN CUNNIFFE - ARCHITECT
3-10d box 0"x0.128);or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER
3 staples,1"crown,16 ga.,13/4"long DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY
20 1"x8"and wider sheathing to each bearing Wider than 1"x8" Face nail 1 PLUMBING RISER DIAGRAM 9 15 7.5 71.5 M 30% 45-55%
John Cunniffe-Architect 17 Hillside Road
4-8d ox(2 1/2"x0.1 13");or Ston Brook
3-8d common(2 1/2"x0.131");or
3-10d box(3"x0.128");or y New York 11790
4 staples,1"crown,16 ga.,13/4"long T 631 751 0590
Floor
4-8d box(2 1/2"x0.113");or ``RV D A `C'
21 Joist to sill,top plate or girder 3-8d common(2 1/2"x0.131");or Toe nail G� p C(/hri
3-10d box(3"x0.128");or
3-3"x0.131"nails ��
8d box(2 1/2''0.113") 4"o.c.toe nail
22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"4.1311");or
plate(roof applications also) 10d box(3"4.128");or 6"o.c.toe nail
3''0.131"nails ��'9 030893
3-8d box(2 1/2"4.113");or
OF
23 1"x6"subfloor or less to each joist 2-8d common(2 1/2"x0.131");or Face nail N
3-10d box(3"x0.128');or
2 staples, 1"crown, 16 ga.,13/4"long
(continued) PROJECT NUMBER:
SCALE: AS NOTED
DRAWING:
NAILING SCHEDULE, CODE DATA, AND PLUMBING RISER DIA(
AND PLUMBING RISER DIAGRAM
DRAWING NUMBER:
G1
PROJECT NORTH
No: Date: Description:
1 01.16. 2022 For Client Review
2 03.02. 2023 For Review
3 07.24. 2023 For Pricing and Permit
CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING
TABLE 602.10.5 OF BRACED WALL PANEL
LVOR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE F 16" O.C. ALONG
METHOD CS-GB: BRACED WALL PANEL BRACED WALL PANEL
— — -n — — TF — — FASTENERS AS PER TABLE R702.3.5
8" O� AT THE EDGE AND IN THE FIELD FOR NAILS
I I 16" OC FOR SCREWS ( 1 5/8.TYPE W OR S ) 2-16d NAILS EACH SIDE
I NAILS TO BE 13 GAUGE 1 3/8 LONG 19/64 HEAD,
0.098 DIAMA II II I 5D COOLERS O1/4R GYPSUM BOAR" D NAILSNGED, gd ® 6" O.C. ALONG
I I I I I 0.086 DIAM.X 1 5/8" LONG 9/32" HEAD. BRACED WALL PANEL 8d ® 6" O.C. ALONG 8d ® 6" O.C. ALONG TOE NAIL 3-8d NAILS
II II I BRACED WALL PANEL BRACED WALL PANEL Bdd 0 BRO.C. ALONG
ACED PANEL AT EACH BLOCKING MEMBER
METHOD CS-WSP:
AS PER TABLE R602.3(3) BRACED WALL PANEL
EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL BRACED WALL PANEL
I WITH 8d COMMON NAILS BRACED WALL PANEL BRACED WALL PANEL
I I I I I O 11 LONG)
3-16d 0 LPAALONG
GE AND 12" O.C. BRACED WALL N
AT E" D.C.O.0ON 3-16d ® 16" O.C. ALONG 3 - 16d ® 16" OC ALONG
= I I I I IN FELDBRACED WALL PANEL BRACED WALL PANEL 3-16d ® 16" O.C. ALONG 3-16d ® 16" O.C. EACH
II I BRACED WALL PANEL BLOCKING MEMBER
= I I I I CONTINUOUS RIM OR
CEND JOIST END JOISTS RIM OR
I
2-16d NAILS EACH SIDE
I PROJECT
FULL HEIGHT BLOCKING ADDITIONAL FRAMING
II II OPNBIRA EDSWALLNPANELGTM BRACED WALL PANEL ® 16" O.C. A-ONG MEMBER DIRECTLY BELOW \—FULL HEIGHT BLOCKING
I) II I 2x4 or 2x6 STUD WALL BRACED WALL PANEL
— — H — — ll — 2-2zBOTTOM PLATE
FIGURE R602.10.8(2) FIGURE R602.10.8(1) O
FASTENING REQUIREMENTS FOR BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN
BRACED WALL PANEL AS PER PARALLEL TO FLOOR CEILING PERPENDICULAR TO FLOOR CEILING J
TABLE R602.3.(3)
FRAMING FRAMING �.,
1 2 3 > 7C) c�
CTJ0)
o
T
Simpson
H2A Stud To Rafter
1-1/4" galv.x20 age 7
Connector coil strap with (5y 8d common
N Were the distance is SIMPSON H2A nails in each end at each rafter.
at each Rafter. With U�
between 9-1/4" to 15-1/4" �5� 8d x 1-1/2" nails in Rafter
Typical Metal provide blockin ® / V
Strapping WINDOW HDR P 9
PP 9 braced wall panels 2 8d x 1-1/2" nails in plate 4 Ft Perimeter 5
at Openings P 5 8d x 1-1 2" nails in Stud Zone Panel Field -�
UJ
4" O.C. Nailing-See See Nailin
N PROVIDE ® STRUCTURAL RIDGES
UT Horizontal) attached Nail spacing Simpson LSU have
hanger.
OF F y Schedule Dw 1 9 Each rafter on Each side
R 9- of Ridge to have a
Sp T plywood sheathing
D U)
shall have Solid Blocking CO cc
y ® all Plywood Joints O G
SIMPSON H2A
Solid blocking between at each Rafter. With 1-1/4"x20 Gage Metal Coil
p -�- rafters attached to top " (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails
plate with Sd nails ® 6 o.c. 2 8d x 1-1/2" nails in plate P ( )-
1/4 JOST 5 Sd x 1-1 2" nails in Stud in each end. catch jack studs
DEPTH, MAX.2" M N. along length of braced wall / and window or door Header. ° O
panel.
Comer Holdowns Typical each side and ALL Look Out Blocks ,
Refer to plans windows and doors.
1 6 JOIST for locations Less than Gable End Wall °°°
OFpTH aolST DEPTH, MAX. if required }or Eq °
Mqk RIM JOIST BLOCKING BETWEEN RAFTERS ® BRACED WALL PANELS
IRC 602.10.8.2(1) NTS RAFTER—TO—STUD CONNECTOR &
Solid sawn joist and rafter Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS
notchingand boring limits. See details on TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1
NTS this page. IN LIEU OF RIDGE STRAPS
WALL TO HEADER STRAPPING PROVIDE MIN, 2x4 COLLAR TIES ® EACH RAFTER
NOTE; 8d COMMON NAILS ARE
NTS „ LOCATED IN THE UPPER THIRD This drawing and design layout
TO THE RAFTERS WITH 4-8D NAILS and the property of John Cunniffe,Architect.This drawing
6 7 2-1�2 LONG $ 9 OF THE ATTIC SPACE AND ATTACHED 9 9is an instrument of services
EACH END and design layout may not be reproduced or reproductions
hereof used without the expressed written consent of John
3"SQ.x 5/16"WASHERS Cunniffe,Architect.
1-1 4"x20 &END NUT SETUP
/ gage G-185
Galvanized Strap It is a violation of the law for any person unless acting under
with -8d common nails 5 DOUBLE SILL PLATE ON
( ) the direction of a licensed architect,to alter any item in any
at each stud, wrap under sill COPPER TERMITE SHIELD way. If an item on this document is altered the altering
and nail to back of each sill. W/SILL INSULATION 3-0 o.c. (110 MPH) 6 MIN Y Y g
NOTCH cur Strap may be attached OVER Z_ architect shall affix to such items his or her seal and signature
DEPTH <1/4d d LENGTH the plywood OR directly to .%. 2'-6" O.C. 120 MPH 12" MAX
HOLE EDGE 12" Mi Studs. 5/8"DIA.ANCHOR ( ) and notation"Altered by"followed by the architects'name,
OUTER 1/3 OF DISTANCE >5/ BOLTS(TYP.) .. date or alteration, and specific description of the alteration.
SPAN ONLY
OLE )IAM E �^� ' 1=1 I I—III All dimensions and existing conditions shall be checked and
STUD <�/5d JIAER CL�'7 POURED CONCRETE I I verified b the Contractor before roceedin with the work.
SINGLE STUD / ^` FOUNDATION WALL r ti-'S�' ,. II=I �° Z Y proceeding
DOUBLE STUD
, .
JOHN CUNNIFFE - ARCHITECT
PLATE
HOLE EDGE �• � - -
DISTANCE >5/8" Use 1trap 2 Metal 3 SECTION N
Coil Strap 20 Gage
12" Min '-
(5) 8d common nails NOTE: PLAN 0
in EACH END at John Cunniffe-Architect
EACH Stud. 1.USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO 17 Hillside Road
FOUNDATION-SILL-STUD CONCRETE W/3"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. Stony Brook, New York 11790
8d ® 6" o.c. Along STRAPPING
2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED T 631 751 0590
BraFFIGURE R602.10 Panel(1) Applies to Garage Wall and 3.ONE ANCHOR BOLT IIS TO EBY HOLD DOWNS FOR RLOCA ED BETWEEN 6"MINIMUM TO
Stud notching and boring I I rn Its. Slab on Grade Construction 12"MAXIMUM FROM ENDS CAN CORNERS
NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY
WALL TO WALL STRAP SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION ,�F,REO ARc
NTS �8 OZVOFZZ NC ED TPER SQUARE FOOT OF EEL COATED WITH A (STEEL' DETERMINED \�0���' C UHy���
10 11 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 13 14
1
1-1/4"x20 gage G-185l�
6' o
0 Hot (5)ped Galvanized
common nals Strap J9 030893
at each stud, wrap under sill OF
0 0 HDU5 and nail to back of each sill.
0 0 , W�8� 114"x1_1_1/2" Strap may be attached OVER
o SD CREWS
the plywood OR directly to
ALLOWABLE LOAD: 1,825 LBS Studs.
o PROJECT NUMBER'
SCALE: AS NOTED
1/2" THREADED ROD
COUPLER NUT AND 3-16d 16" O.C. Along
W
Braced Wall Panel DRAWING:
I 1/2" ANCHOR BOLT ,
FIGURE R602.10.8(1)
o =
N
NAILING SCHEDULE
VDOUBLE
AT TIE
Preservative-treated
DRAWING NUMBER:
barrier required for
connectors in contact LFTA
with treated wood WITH (16) 10D NAILS ;;
. ALLOWABLE LOAD: 1,205 LBS
SIMPSON CORNER TYPICAL HOLD—DOWN BETWEEN G2
HOLDOWN ® BOX FRAMING FIRST AND SECOND FLOOR FOUNDATION—SILL—STUD
16 ALLOWABLE LOAD: 1 ,8525 LBS 17 NTS 18 STRAPPING PROJECT NORTH
No: Date: Description:
3
3 II
1 01.16. 2022 For Client Review
° I I 34'-4 1/4" 2 03.02. 2023 For Review
3 07.24. 2023 For Pricing and Permit
35'-4 1/2" 11 4 10'-0 1/4" 14'-5 3/4" 9'-10 1/2"
I I HDU5 CORNER 91-21/411 5'-0" WALL ASSEMBLY:
10'-5 1/2" 14'-5 3/4" 11 16 10'-8" HOLD DOWNS WOOD SIDING
9'-9 1/2" I 1 10'-0" 811
ALL 4 CORNERS OF THE TYVEK HOUSE WRAP
ENCLOSED STRUCTURE J"APA SHEATHING
HDU5 CORNER — —
2x6 WALL STUDS 16"O.C.
HOLD DOWNS - - - - - - - - - - - 1-� - - - 8" POURED CONCRETE - - - - - - - - -I- -
F.W. 3,500 PSI CONC. A'DURA ROCK AND TILE
EACH CORNER I _ _ — — — — I FILLED SOLID I 1 AT SEASON SHOWER ONLY
I 7\11
I OVER 16"x 8"DEEP v E NL " PLYWOOD AT STORAGE
4 SEASONAL
N a"CONCRETE SLAB REINFORCED FOOTING o 4 4 I Doo I 4
POOLSTORAGE d
A1.1 C, I 1 ON GRADE A11 11 RHEE RTX 18 SH ROVER s"VAPOR BARRIER 1 -3'-0"DEEP 3,500 PSI CONRETE V) I 1
ELEC. OT EN S A1.1
❑ ❑ — — H 11 11 _
11 11
8"WIDE x 16"DEEP I (2) 1.1. 5 xx 9 LVL I I I ( 0 1 1
CONC. BLOCK HAUNCH PITCHED 4"CONCRETE SLAB (2) 115 xx 9I�LVLI( I 1
TO BEAR NON BEARING WALL TO RECEIVE SHOWER TILE 1 I ❑ I L B Q I I II I I I1
3 SET OVER FLOOR DRAIN TO 3 3 I- -L - - L - - — J- - - L -1
1.1 Z'U/G PROPANE 6' DIA x 4'DEEP DRYWEEL I SEASONAL I II II I I 3
GAS PIPING _ 5"RCA BASE AND SAND SENT A1.1 A1.1 I I SINK (2)2 x 8 DF S ISSOR TRUSS II I A1.1
BELOW MANUFACTURED 4 CONCRETE SLAB UNDER zL I I 1 L _ _ _ _ _ _ _ � zI II
/ \\ CAMBRIDGE PAVERS CABINETRY ASSEMBLY -OR ADD ALTERNATE = J 1 (1 I �II I I I ~
0 o \ l THERMAL BLUESTONE- M M 2 4 c i c7 d (I PROP NE I X 1
O 0 0 0 d FIREPIT XI I I 42"x L. N
co NT T / RANDOM PATTERN r r - C\j O 1 I IIIII ` TAB} I1 N - 2 PROJECT
0 = I T1 OIC II
0 I (2 2 x 8 DF SCISSOR TRUSS I I O I r 0
° 4 4 V-0"x 3'-6" MI I I I I I1 1 1 P
a 8 x 8 x 4 DEEP 4"CONCRETE SLAB cv I I I I I I I N
CONC. BASE FOR UNDER ISLAND
IIIII I
FIREPIT CONSTRUCTION I) I II I 4 ; 96 I I IILid I
IS ND IIIII
II A I I - - I I0_ _ (2��f5 x LVL _ _ I _ _ _ _ II_ II �, x_9 ,� _ II_
O - - - _ (
- - - _I- - - - _ -77
FF
_ - _ - - _ Ij
_
I 1
J
TYPICAL: I I I I I1 PROPOSED BIL'UE STONE OR
1
6"x 6" ACO POST PAVER�URFACE I �I I
ON SIMPSON BASE AND CAP 1 I 1 624 SF >I I > _0 N
a OVER 18"CONIC.PIER 0 1 `, —(2L8 DF SCISSOR TRUSS `"" = Ln
0 3'0"BELOW GRADE. _ _ _ _ 1 0 C�
co r PROVIDE CONTINUOUS I I LO1 I CO O
T
SIMPSON ST STRAPPING 0
FROM BASE TO TOP OF
GIRDER I 111II1 1 v1I i "� z
P01 ❑ = -- _ _ _ _ _ — - - = = _ = = — 1
U
L - - - - - - - - - -I- - - - - - - - - - J Uj
6"x 6"ACQ POST
CALD WITH NATURAL
WOOD VENEER M Czz
0
9'-4" 14'-0 3/4" 91-411 101-01114'-0 3/4 9'-10 1/4"
In
33'-10 3/4"
10'-0" 15'-4 3/4" 10'-0"
0
36-4 3/4" rr1
01 A2.0
0.
1
A2.0
This drawing and design layout is an instrument of services
and the property of John Cunniffe,Architect.This drawing
and design layout may not be reproduced or reproductions
PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN
hereof used without the expressed written consent of John
2
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Cunniffe,Architect.
It is a violation of the law for any person unless acting under
the direction of a licensed architect,to alter any item in any
way. If any item on this document is altered,the altering
architect shall affix to such items his or her seal and signature
and notation"Altered by"followed by the architects'name,
date or alteration, and specific description of the alteration.
All dimensions and existing conditions shall be checked and
verified by the Contractor before proceeding with the work.
JOHN CUNNIFFE - ARCHITECT
John Cunniffe-Architect
17 Hillside Road
Stony Brook, New York 11790
T 631 751 0590
��-
REDARC
cuk
030893
OF NE`N
PROJECT NUMBER:
SCALE: AS NOTED
DRAWING:
PROPOSED FOUNDATION PLAN
AND FIRST FLOOR PLAN
DRAWING NUMBER:
CALL 811 Al . o
FOR UTILITY MARK OUT
PRIOR TO THE START OF PROJECT NORTH
ANY EXCAVATION WORK
-
'
No: Date: Description:
1 01'16. 2O22 For Client Review
2 03.02. 2023 For Review
3 07_24. 2023 For Pricing and Permit
VV
WET RATED
LITY
STORAGE
fl 11 11 11 11
A HOT
coo
3 TAPER RA,
_nr
BLACKTRIM
PROJECT
WHITE LENS
owir
3 LIGHTtEENDAT
U u u u u u u u u u u u 'u u 0
- ' - - - - - U "
2x10 ROOF RAFTERS 2 x1 0 ROOF RAFTERS > C\j
ROOF ASSEMBLY No.2 : ~� - wm COLD ROLLED ASPHALT 0)
8OVER J"APA - �-
PLYWOOD SHEATHING
2x8 TAPERED JOISTS 1S"
uc ��
3,, / ~�.
:T PINE T&G1x8BOARDS �' �� ~
OVER | N���NCn
3^x1U''ROUGH SAWN |
DOUG FIR JOISTS �� � Uj
ROOF ASSEMBLY No'1 ' ToyouGs
. ' Cz
3OYEAR ARCHITECTURAL
ASPHALT ROOFING � � �-
� �
C}VER3/4^APA SHEATHING \��� �w�~
2x10ROOF RAFTER 1G"O.C. M
F|N CEILING|L|NG 1x8T&Q P|NE
0
Ir
PROPOSED ROOF PLAN PROPOSED POWER AND LIGHTING PLAN 0.
This drawing and design layout iouninstrument ofservices
and the property ofJohn Ounniffo.Architect.This drawing
and design layout may not boreproduced o/reproductions
hereof used without the expressed written consent ofJohn
Cunniffe.Arohitect.
77 |tiaaviolation ofthe law for any person unless acting under
ROOF ASSEMBLY N 1 the direction ofalicensed architect,toalter any item inany
3UYEAR ARCHITECTURAL way. |yany item onthis document iaaltered,the altering
ASPHALT ROOFING architect shall affix tosuch items his orher seal and signature
- --
OVER 39'L-APASHEATHING-- -- -- -- -- -- -- __ __ _ and notation"Altered by"followed bythe architects'name,
2x10 ROOF RAFTER 1G^OC 2u12 m/uuE uE*m date oralteration, and specific description ofthe alteration.
FIN CEILING 1x8 T&G PINE STRAP EVERY RAFTER
12 ROOF ASSEMBLY AUdimensions and existing conditions shall bechecked and
2xouFu`./SouR /muuu 30 YEAR ARCHITECTURAL verified bythe Contractor before proceeding with the work.
SEE PLAN FOR SPACING ASPHALT ROOFING 2x4 COLLAR TI S 10 +
OVER 24"APA SHEATHING EVERY RAFT JOHN CDNNlFFE - ARCHITECT
2x10 ROOF RAFTER 16"O.C.ROOF ASSEMBLY No.2: SIMPSON HURRICANE'
COLD ROLLED ASPHALT CLIPS EVERY RAFTER JnhnCunniffo'Amhhoct
- - -p�[�|��\����� - - - - - - _ - 17Hillside Road
PLYWOOD SHEATHING �'� uE*u��m|��BE8D--------- Stony 8mok. New York 117QO
uu |*p�u�u�o|�|� lM'' SHEATHING poEXPOSED E/9VE 6317510590
4' -ROUGH SAWN PINE BEAM LO WALL ASSEMBLY:
OVER ON PLYWOOD BACKER BD WOOD SIDING LO
TYVEK HOUSE WRAP WALL ASSEMBLY: Ai)c,,
DOUG FIR JOISTS —CULTURED STONE b APA SHEATHING 2x4 WALL STUDS LC U
2x6 WALL STUDS 16"O.C. 16'o.c.WITH PLYWOOD
OR TILE BACK SPLASH INTERIOR SURFACE
TYPICAL: G.C.TO INSTALL OWNER DURA ROCK AND TILE
��I 1 0 0*0 0 * 2 PROVIDE ACCESS PANEL r f_�
6"x 6" ACQ POST - — I TO SELECT AT SEASON SHOWER ONLY TO SHOWER CONTROLS SD�S�NAL_
ON SIMPSON BASE AND CAP PROPANE INE CABINET AN EQUII IMENT PLYWOOD AT STORAGE
OVER 18"CONC. PIER FIRE PIT BYHOMEO NER POOL STO� OUTDOOR
DINING AREA SHOWER 030893
BELOW GRADE. AREA ENQLQR"RF.
_ _ _ _
PROVIDE __ OF NO
-
FROMBASETOTOP 8"POUREOCONCRETE
4"CONIC.
OF GIRDER ' ' ' ' F.W. 3.500PS| CONC. '
FILLED SOLID _ _ _ _ _ _ _ — _ _ _ — _ _ —
L J � — � L L — � O�R1�u�DBP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROJECT NUMBER:
5"RCABASEAND�A�O REINFORCED FOOTING '
SENT BELOW ��DE�3.B0�| C��� SCALE:� AS NOTED
MANUFACTURED
onmw/ma:
CAMBRIDGE PAVERS
OR ADD ALTERNATE PROPOSED ROOF PLAN
THERMAL B0ESTONE' POWER AND LIGHTING PLAN
RANOOMPAT[EHN
AND BUILDING SECTION
PROPOSED BUILDING CROSS SECTION PROPOSED BUILDING CROSS SECTION DRAWING NUMBER:
Al A
PROJECT NORTH
' No: Date: Description:
1 []1'16. 2022 For Client Review
��.��. ���� F�[ �BVi8
2VV
3/GFLU CAP/SPARK ARRESTOR
BY SUPERIOR OR EQ. 3 07.24. 2023 For Pricing and Permit
9 :3 CULTURED STONE
�2. ON CEMENT BD AND WOOD
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
—FRAMED FORM. REVIEW
-- -
STONE CHOICES WITH OWNER
12
10
ROOF ASSEMBLY No.1
30 YEAR ARCHITECTURAL
ASPHALT ROOFING
- _ _
-- -- -- -- -
CLAD BEAM I T
CLAD BEAM CLAD BEAM
TYPICAL: J7 A PAINTED WOOD
+ 6"x 6" ACQ POST DOOR WITH V GROOVE
ON SIMPSON BASE AND CAP PANEL. CONTRACTOR
OVER 18"CONC. PIER TO SELECT AND
9 4-01" BELOW GRADE. REVIEW WITH OWNER
0 0*0 0 PROVIDE CONTINUOUS 0 PAINTED WOOD
PROJECT
PROPANE FROM BASE TO TOP
IRE PIT DINING AREA OF GIRDER DINING AREA MATCH BOARD AND
BATTEN MATERIAL
-- _- _- -- _- -- -- -_ -- _
0
N
PROPOSED FRONT ELEVATION FACING POOL PROPOSED SIDE ELEVATION
SCALE: 1/4" V-101" SCALE: 1/4" V-0" > 7-1 C\j
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T7 CULTURED 77 CD
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STONE CHIMNEY CD W
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. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CD ' .~
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ROOF ASSEMBLY No.1
1 0. C)PF ER 30 YEAR ARCHITECTURAL
RIF CA:' ASPHALT ROOFING 0
OA D
-- -- -- -- -- -- -- -- -- -- -- -- -- -- — N�N
WOOD TRIM BOARD
CLAD BEAM CLAD BEAM
PAINTED WOOD N
Z DOOR WITH V GROOVE TY
B)TTI N . .`.,�^ ~~.,..,.~'~.. This drawing and design layout inaninstrument ofservices
."=ELE,,. ".," CAP and the property ofJohn Cunniffe.Architect.This drawing
.__.~__ ,,.... ~,,.,E.. and design layout may not bereproduced orreproductions
hereof used without the expressed wri�nnconsent ofJohn
_ _ _ �_ � �_� ..�__ CONTINUOUS Cunniffe.Archite��.
C rLIR�Y rjrE� . ,.�. .. PROVIDED". ",,.,�, STRAPPING
G��TO�OOHD|NATEALLFROM BASE TO
. TOP |tioaviolation ofthe law for any person unless acting under
INSTALLATION PROPANE OF
__ __ __ __ __ __ __ __ __ __ __ GIRDER the direction ofolicensed architect,toalter any dem�nany
. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ way. |fany item onthis document iaaltered,the altering
architect shall affix tosuch items his orher seal and signature
and notation'Y\|tonyd by"followed by the architects'name.
date oralteration, and specific description ofthe alteration.
All dimensions and existing conditions shall bechecked and
verified bythe Contractor before proceeding with the work.
PROPOSED REAR ELEVATION PROPOSED SIDE ELEVATION FACING HOUSE JOHN CUNNIFFE - ARCHITECT
SCALE: 1. V-101" ^^~^,`L^_, ./_, __ V-0" JohnCunniffe-Anchitoct
17 Hillside Road
Stony Brook, New York 117QO
T 63 751 0590
030 93
OFF
PROJECT NUMBER:
SCALE: AS NOTED
on*w//wa:
PROPOSED ELEVATIONS
DRAWING NUMBER:
A2 , 0
PROJECT NORTH