HomeMy WebLinkAbout52807-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 52807 Date: 03/30/2026
Permission is hereby granted to:
Berry C English
260 fth Ave
Green port, NY 11944
To:
Construct a garage/pool house structure accessory to an existing single-family dwelling to include an
outdoorsh owe r as applied for.*Note:the accessory structure cannot be a part of the pool enclosure.
Premises Located at:
350 Skunk Ln, Cutchogue, NY 11935
SCTM#97.-3-7
Pursuant to application dated 12/26/202S and approved by the Building Inspector.
To expire on 03/29/2028.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $632.50
CO Accessory Structure $100.00
Total S732.SO
Building Inspector
er
' TOWN OF SOUTHOLD BUILDING DEPARTMENT
4' ` Tom Hall Annex 54375 Main Road P. 0. Box 1179 Southold NY 11971-0959
Telephone (631) 765-•1 (631) ..p802 Fax 7�5 9502 ��t� �_;.2,,� vv o !_ ow • o .
Date Received
APPLICATION FOR BUILDING PERMIT
r
For Office Use Only
p
PERMIT NO.
Building Inspector, �
W II�
1
Applications and forms must be filled out in their entirety. Incomplete D E
applications will not be accepted. 'here the Applicant is not the owner,an ,
Ownees Authorization form(Page 2)shell be completed.
Date:12/26/2025
OWNER(S)OF PROPERTY:
Name:John Troutman & Julie Miller SCTM#1000-
97_ _37
Project Address:350 Skunk lane cutcho u g e ny 11935
----------
Phone#:347-275-509'3 Email:rlay@isaac-rae.com
Mailing Address:350 Skunk Lane CUtchtogue NY 11935
CONTACT PERSON:
Name:Clay Coffey/ Isaac-Rae
Mailing Address:430 Main street Greenport
NY 11944
Phone#:347-276-5CJ93 Email:clay@isaac-rae.com
clay��lsaac rae.com
DESIGN PROFESSIONAL INFORMATION:
Name:ClayCoffey IsaacmRae
Mailing Address:4.30 Main street Greenport NY 11944
...........
Phone#:347-275-6093 Email: '
CIay��Isaac-rae.com
..........
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email
DESCRIPTION OF PROPOSED CONSTRUCTION
f E]NeW S � •
Structure ClAddltlon ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
0 Other accessory garage and pool house 50,
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? C Yes No
NO!!wwyqw4
.............................
PROPERTY INFORMATION
Existing use of property:Residential [intended use of property:Residential ----- ............
..........................
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-80 this property? RYes FINo IF YES, PROVIDE A COPY.
0 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 bufld*ings,,
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 an premises and In building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the Now York State Penal Lawe
tm ,;rn isaa, Cl y 5RAuthorized Agent DOwner
Application Submitted By(print,, e):
Signature of Applicant: Date: 12/26/2025
STATE OF NEW YORK)
SS:
COUNTYOF
being duly sworn, deposes and says that she is the applicant
.................
(Name of individual signing contract)above named,
(S)he is the
(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
day of,,: 20
otary Public U
TFIACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
PROPER"T"Y OWNER �10.01 DW6306900,
............................................ ...INN.......W..0 01,11I DFIED IN C-11 I'-"FOLK COUNTY
(Where the applicant is not the owner) CCMM1-'1'2Si0N E)'1'kP1c1E--S JUNE 20"
,VJoh n Troutman residing atil 350 Skunk lane Cutchogue NY 11935
do hereby authorize clay Coffey to apply on
my beh to the of Southold Building Department for approval as described herein.
Aft&.W&
pliq
12Il 2025
zlW qww
w Owner's Signature Date
John Troutman
Print Owner's Name
2
` NOTES
MAIN RD(S,R,25[
DRAWING ISSUE
3
o
3 _
9
C.RMI_Ua 185.Q0' ?
DRAWING REVISIONS
N 61°75`5U'E s
s x
s WATA
WAIN
STOCKAD=�FNCE
a �
- - --
o g . 4 ffi_a 30 Iv 1 6 —
C7 0 1
i PROPOSED 1"WATER F�
PROPOSED SHED LINE
LOCATION 12
z I
® -
+ PROPOSED POOLINDIC w�AP RGVEB ONLY FOR WORK
sATEDONT APPUCATION P
40.9`7 FENCE - 48.8' OTHER nwrrrns owN nRNorT aE RELIED uPaN OR
ECIFICATION SHEET. t
YARtTSf SETBACK- - BILCO —
- - - -_ ..,��--_- .TO RE CONSIDERED AS EITHER BEING APPROVED
Q REAR ( a ,ACCORDANCE WITH APPLICABLE CODE'S.
`z WATER LINE TO—
I POOL HOUSE ---
_. e sloopED
A NOTE,WELL TO e
BE USED FOR EXMIING
Designer
IRRIGATION ONLYPRE HOUSE rn D e�
MAIN I` C7
a
o L ISAAC— f�AE
w
a) „. I
�!; --PROPOSED,I :° PROPOSED _.____ -
J
.� — m GRE430 EN PORT IN STREET
11934
j a OUTDCK}R e 63 0` r y T.347-276-6093 E.cjay(a Isaac-rae corm
1 j KITCHEN FRONT YARD SETBACK s _--
u j[
a
Applicant of Record
..:OST. 3.,`,LAND N,F Or
i EXISTING SEPTIC
I r F 1 CLEAN-OUT
WELL
[ f_ ,•'
1-Cm GARAG i
a �U
PRE-EXISTING
SHED LOCATION
rn i GRAVEL DRIVEWAY
0
Q + to ALL DESIGNS AND OTHER DESOLOSk7RES SET FORTH HERF7N
e s +wi INFORMATION YOU GREENOT
ARE THE PROPERTY OF RAE tLC#N A46EPTiNa TE+L4
TO REPRODUCE OR CONSTRUCT r€,IN WHOLE OR PART,
WnHOUT THE E3€P CIT WRT€EN PERMISSION OF
Ie a FENCE a LSaAG€AELLC
STOCKADE R- nr 185,00
T� e
,
Project:
S a1°57'5WW PROPOSED ENCLOSED PROPOSED SEPTIC PROPOSED GRAVEL
o'E OUTDOOR SHOWER I LINE TO HOUSE DRIVEWAY 350 SKUNK LANE
PROPOSED POOL I AND�' 5'ACCESSORY 350 SKUNK LANE,CUTCHOGUE,NY 11935
EQUIPMENT AREA DEBORAK" SETBACK
Project No:
IR-02
P - PLAN _
Q
14
LEGEND
LOCATION OF PRE-EXISTING SHED TO BE RELOCATED
R
PRE-EXISTING SHED RELOCATED[230 SF]
PROPOSED 1 CAR GARAGE&POOL HOUSE[573 SFj
-
- - PROPOSED 18 X 42 PO L.[aZ.`#£F� bate: Scale:
_ Drawing Title:
3
a.
O
m € �"
4
N' ��_� ��€ � a PROPOSED SITE PLAN
F
su
to Drawing NO-:
ETRIC ISOMVIEW;=PRE D sSOMETRIC VIEW 2-PROPOSED
NOTES
, 350 SKUNK LANE - S�csSo
S
CUTCHOGUE, NY 11935 DRAWING ISSUE
N0. DATE ISSUED FOR
i s THan euaoiNG GePraTNENT
2 SOUTHOW a-ING 0-n-ENT,REY I
SCTM# 1000-97-3-7 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHEET LIST 3 sou HaoeulLONcoEPAn MEN RE:
1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 4 so�"
SITE PLAN FOR:350 SKUNK LANE,CUTCHOGUE,NY 11935 WILL COMPLY WITH 2O20 NYS RBC 8 201B IBC REQUIREMENTS,AND THE BEST TRADE PRACTICES. Sheet Number Sheet Name
2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE B
SUBMITTING HIS PR,OPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7
STM(1000-97-3-7)R-80 RESIDENTIAL ZONE[LOW DENSITY RESIDENTIAL] WORK.THE NATURE AND SCOPETHEREOFAND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS 3 - 06 CO $ E
SOUTHOLD,SUFFOLK COUNTY,NY EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR 0
DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE -061 N L N OT L9g
CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFYALL T-OO2 GENERAL STRUCTURAL NOTES 10
SITE PLAN BASED ON A SURVEY BY KENNETH M.WOYCHUK LAND SURVEYING,6/1 312 0 25 ARCHITECTS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE 3 T-003 PLUMBING RISER DIAGRAM
3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE A-661 D$ PLA 12
PROJECT SITE WITH THE OWNER AND ARCHITECT.THE
INFORMATION ALLOWED EXISTING PROPOSED PURPOSE OF THIS MEETINGS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS A-002 PROPOSED SITE PLAN,CONT'D DRAWING REVISIONS
LOT AREA - 18,498 SF - DONE IN ACCORDANCE WITH THE APPROVED PLANS. A-003 PROPOSED SITE PLAN-ORIGINAL PLAN-SIMPLIFIED NO. DATE REVISION
4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF
INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES A-004 PROPOSED SITE PLAN-ORIGINAL PLAN-SIMPLIFIED Copy 1 1
LOT DEPTH(FT) - 185.00' - REQUIRED BYGOVERNING NEW YORK CITYAGENCIES. 2
5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE A-O P P D I - I I N- P FI 3
LOT WIDTH(FT) - 100.00, - CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED 3 A-100 GARAGE/POOL HOUSE&F1 4
THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 5 LOT AREA BUILDABLE 5098.68 SF - 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY A-200 GARAGE/POOLHOUSE
CONSTRUCTION AS NECESSARYTO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, A-300 SCHEMATIC BUILDING SECTIONS-GARAGE POOL HOUSE 5
MIN.FRONT YARD (FT.) 60'-0" - - SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY 7
rn AND TO PREVENT CONTACT WITH PUBLIC. A-400 WALL SECTIONS
Y MIN.SIDE YARD(FT.) ZO'-O" - - 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND B
a A-500 POOL DETAILS
PROPERTY AND PROTECT THE SAME FROM INJURY 9
m MIN.REAR YARD(FT.) 40'-0" - - B.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND S-100 GARAGE/POOL HOUSE STRUCTURAL PLANS io
W ADJACENT TO SITE. 11
�- O7 MIN.ACCESSORY SIDE YARD 5'-0" - 8' 9.THE CONTRACTOR SHALL REPAIRAT HISOWN COSTALL EXISTING MATERIALOR EQUIPMENT DAMAGED 12
AS A RESULT OF CONSTRUCTION FOR THIS WORK. -
- 3 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT THIS APPLICATION IS APPROVED ONLY FOR WORK
ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL 3 INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL ATTER
ALLOWABLE COVERAGE20% 3,699.6SF _ - COMPLETION. OTHER MS SHOWN ARE NOT TOBE RELIED UPON,OR
11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
TOTAL EXISTING COVERAGE - 2,005SF - OFANYPARTOFTHEWORKSHALLBEINCLUDEDASIFTHEYWEREINDICATEDINTHEDRAWINGS. Existing house. =1565.4 ACCORDANCE WITH APPLICABLE CODES.
12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL
TOTAL PROPOSED COVERAGE - - 1,357 SF AUTHORITIES. -
13.THECONTRACTOR SHALL BE RESPONSIBLE FORTHE PROTECTION OFALLCONDITIONS AND Deck 12x20=240 sgft
MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND
TOTAL COMBINED COVERAGE - - 3,362SF INSTALL ADEQUATESHORINGAND13RACINGFORALLSTRUCTURALORREMOVALTASKS.THE Shed 12.4x16.1 =199.6
CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR
DURING THE EXECUTION OF THE WORK. - Designer:
14.THE CONTRACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED
LOCATION MAP(NOT TO SCALE) FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). 2,005 existing coverage ISAAC - RAE
15.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS
LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-
N OFFS. 430 MAIN STREET
` 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF V� Proposed Coverage N THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE GREENPORT, NY 11934
THEJOB. T.347-276-6093 E.clay@isaac-rae.com
17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY
" ! CAPPED OR PLUGGED.
I 18.THE CONTRACTORSHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROMTHE DATE Pool house Garage= 601 sgft Applicant of Record:
1 OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN
MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED INWRITINGBYTHE Pool 18x42= 756sgft
CONTRACTOR TO THE OWNER.
19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF
j ✓ - / SKILL,QUALITY AND COMPLETENESS.
20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF
BUILDINGS INSPECTIONSHALLBEDONESIGNOFFS AS BETWEQUIRED. Total proposed coverage = 3 362
THROUGH
OUCH FR DAYS.EXCEPT SEXCEPT OTHERWISE AGREED HOURS WORK
SA.NI.AND ON P.M.SATUMONDAY
THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS, 1
r' SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE Total Allowable=3,699.E
DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M.
22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS
- - - OUTLINED IN THE ALTERATION AGREEMENT
23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED
24.PROPOSED WORK SHALL NOTALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM
350 SKUNK LANE LINES. -
-' SITE PROTECTION PLAN:
�e
1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE
EGRESSASREQUI RED BYNEWYORKSTATE,SOUTHOLD TOWN AND SUFFOLK COUNTY -.:+ U
SYMBOLLEGEND 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIEDn, `( ``,y ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL `� r'; t�, ARETHEPROPERTYOFISAACRAELLC INACCEPTINGTHIS
BESTRICTLYOBSERVED. y '.. INFORMATION YOU AGREE NOT
&HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF __ 5 44 TO REPRODUCEOR CONSTRUCT R,IN WHOLE OR PART,
e- SECTtlN xuueTA o0on gygal t ;a 4 WR E%HOUTTHEPDCR WR flTEN PERMISSION OF
y�, � O -Isc oocR tee, DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY +,.I ISAACRAE uc
FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. ^ JLhV 6Y_
3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW MAR JL
' RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT s H 11
I - onw wauTG Q_ wr4Na MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Project:
fuEwemox somuel 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING -
MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL _ 350 SKUNK LANE
/-� BE STRICTLY OBSERVED.
_ � -t I 1-muAvrraA�xx 5.BTRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR f�, 7� t 4 L s k 350 SKUNK LANE,CUTCHOGUE,NY 11935
`/ CONTRACTED WORKERS
6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH "'t
CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT s
I "-�I
t- oErw.anmeuuu aanvavrA FEDERAL HOLIDAYS Project No.:
7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR IR-02
OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED
THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS SeaV Signature:
=d' --------- �°�` TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE
REQUIREMENTS OF SOUTHOLD TOWN B SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS
• _aaR woxnTwc ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF
ccrs a°4"' SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION,
O _ INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH
_ wyy„yE , DISRUPTION.
DgRcy
Ogg G y� i
ABBREVIATIONS u Ft Oa
AFF ABOVE FINISHED FLOOR CL CLOSET EL. ELEVATION B.O. BY OTHERS/OWNERS LAM. LAMINATE N.I.C. NOT IN CONTRACT N.A. RETURN AIR TEL TELEPHONE r
A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISEIREVISION T.B.D. TO BE DETERMINED N'A 3976g O�
ACOUS. ACOUSTICAL CONIC. CONCRETE EQ. EQUAL GRL. GRILLE MATL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. TYPICAL TF OF NOy�-1
ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI. GROUND FAULT INTER. MAX. MAXIMUM OPNG. OPENING SCHED.. SCHEDULE U.O.N. UNLESS OTHERWISE NOTED
A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB. GYPSUM WALL BOARD MECH, MECHANICAL OPP./OPH OPPOSITEIOPPOSITE HAND SECT. SECTION V.I.F. VERIFY IN FIELD
AL ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET VTNCT VINYL COMPOSITE TILE
APPROX. APPROXIMATE DIM. DIMENSION FIN. FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR W/ WITH
ARCH. ARCHITECTURAL DR. DOOR FIN.FL. FINISH FLOOR HVAC. HEATINGVENITINGBA/CMISC. MISCELLANEOUS PL. PLASTER SC. SOLID CORE W/O WITHOUT
BLKG. BLOCKING DBL. DOUBLE FPRF. FIREPROOF HM. HOLLOW METAL MLDG. MOLDING PLYWOOD PLY SQ.FOOT/SFT SQUARE FOOT WD. WOOD Date: Scale:
CLG. CEILING DN. DOWN S.C. SELF-CLOSING HORIZ. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEELAs NOTED
Q C.H. CEILING HEIGHT DWG. DRAWING FL. FLOOR IN. INCHES MUL. MULLION QTV. QUANTITY STD. STANDARD Drawing Title:
CL CENTERLINE EA. EACH FLUOR. FLUORESCENT INSUL INSULATION I NOM. NOMINAL IREC. RECESSED ISTL STEEL COVER SHEET
CERAMIC TILE JELEC. ELECTRICAL IFT. FOOT/FEET I JB. JUNCTION BOX 1 N.A. NOT APPLICABLE I REQ'D REQUIRED STOR. STORAGE
o_
N
Drawing No.:
O
N
oo T-000
i
i
_ NOTES
j GENERAL NOTES :
BASED ON THE 2020 LAYS COMMERCIAL CODE AND 2020 NYS ENERGY CODE DRAWING ISSUE
CONSTRUCTION NOTES WIND FRAMING NOTE NAILING SCHEDULE PLAN CONTENTS NO. aDAATTE -.-ISSUED FOR
1 samwlD - i
2
1. RIDGE-TORAFfERASSEMBLY: ROOFFRAMING: OCCUPANCY CLASSIFICATION BBUSINESS 3
1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS TABLE X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS N ACCORDANCE TO
j RELATED TO BASIC DEIGN INTENT AND FRAMING DETAILS.THEY ARE INTENDED TABLE 3.4.WHEN A COLLAR TIE S USED IN LEU OF A RIDGE STRAP,THE NUMBER OF I OD JOINT DESCRIPTION NAIL OTY. SPACWG NOTES BUILDING USE RETAILOFFICE 5 AS RELATED
AID,NOT SUBSTITUTE FOR GENERALLY ACCEPTED COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED BUILDING HEIGHT SEE ELEVATIONS S j GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE NUMBER OF 80 NAILS IN THE STRAP. RAFTER TO 8'WALL:3-ed COMMON EACH TOE-NAIL j BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TOP PLATE 1O AL:3-adL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 7
PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE 2, RAFTER-TO-WALL ASSEMBLY: B
A PROFESSIONALLY FINISHED,STRUCTURALLY SOUND AND WEATHERPROOF CEILING JOIST 8'WALL:3-Bd COMMON EACH DESIGN CRITERIA THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE SUPPLEMENT:
COMPLETED PRODUCT. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR TRUSS TO TOP TOE-NAIL 9
PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE TO TOP PLATE 10'WALL 4-8d COMMON JOIST
j 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTE SO
AND CONSTRUCTION MEETS CURRENT FEDERAL STATE,COUNTY AND LOCAL WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND CEILINGJOSTTO AS-PERTABLE3.7 EACH FACE
i THE WALL TOP PLATE SHALL BE ATTACHED TO THE TO THE WALL STUD WITH UPLIFT u I
CODES,ORDINANCE AND REGULATIONS,ETO.THESE CODES ARE TO BE PARALLEL RAFTER WFCM-SBC LAP NAIL (LIVE LOADS PSF) (DEADLOADS PSF)
CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WITH UPLIFT
CONNEROOFS CTIONS
IN NGING
THEft WITH
KE ELE THE BUILDING SHALL BE CONNECTED BALCONIES 50 10 I 12
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3C. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
3. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS-(DO NOT 3. WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 10 DRAWING REVISIONS
SCALE DRAWINGS). WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS W/O STORAGE 20 5
j 4. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION CONNECTIONS IN ACCORDANCE WITH TABLE 3.38.WHEN WALL STUDS ABOVE D O NOT FALL IN NO. DATE REVISION
TO RAFTER WFCM-SBC END NAIL ATTICS w/STORAGE 20 f0
AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR 1
THEE PLANS,NOR RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. BLOCKING EACH TOE DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) 20 15 2
2-ad COMMON
ARDTECHNIQUES,PROGRAMS
SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS TO RAFTER END NAIL ROOMS(OTHER THAN SLEEPING) 3
ANDA SPECIFIC
EXPRESSED
WITH THEW IN THE USE
AREOF
ES WARRANTIES 4. WALLLSTUDS HALL BECFOUNDATION: 40 10
FORA SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FIRST WALLSTUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE RIM BOARD EACH END b
5. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 2-16d COMMON ROOMS(BLEEPING) 30 10�
WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE EMBEDMENT OF 7INCHES IN TO RAFTER END NAIL
fi. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRACTED CONCRETE FOUNDATION AND SLAB-0NGRADE 151NCHE IN MASONRY BLOCK FOUNDATIONS,OR STAIRS 100 10 6
FIREPLACE MEETS OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND LAPPED UNOER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B.WHEN STEEL STRAPS WALL FRAMING: 2W 7
APPLICABLE CODES. ARE LAPPED UNDER THE BOTTOM PLATE,31NCH SQUARE WASHES SHALL BE USED WITH THE NAIL GAURDRAILS(ANY DIRECTION) S ;
7. THEGENERAL CONTRACTOR ISTO CONSULTWITH THE OWNER FOR ALL BUILT- ANCHOR BOLTS.ANCHOR BOLT SPACING S TO BESPACED AND SIZED IN ACCORDANCE TO TABLE JOINT DESCRIPTION NAIL CITY. SPACING NOTES EXPOSURE CATAGORY
W ITEMS SUCH AS BOOKCASES,SHELVING,PANTRY,CLOSETS.TRIMS,ETC. 32A IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN G12 INCHES FROM (DEIGNED FOR CAT.C) 9
11 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING THE END OF A SILL PLATE AND ALL TOP PLATE TO PER FACE NAIL 10
CONSTRUCTION. TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 11
5. TYPE EXTERIOR SHEARWALL CONNECTIONS: (ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 7/I6 INCH WOOD STRUCTURAL PANEL ON THE TOP PLATES AT JOINTS FACE 32
4-1 fid COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE
EXTERIORLO ATTACHED WITH BD COMMON NAGS AT 6.O.C.AT THE PANEL EDGES AND I2'O.C.IN INTERSECTIONS EA. NAIL THISAPPLICATIONMAPPROWD ONLY FOR WORK
THE FIELD,AND 121NCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH SO COOLER STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE MOICATEDONTHEAPPLI TIONSPECmCATIONSHEEGALL
j NAILS AT T O.C.AT PANEL EDGE AND 1O'O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE STUD 2-16d COMMON O.C. NAIL OTHER AURER65NDWN PRE NOTiG BE RELIED UPON,OR
LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.i5A$, ym.: TO BE COWIDEREDAS EJLHM BEING APPROVED OR IN
FIRE PROTECTION S
HEADER TO 16'O.C. FACE SEE BOOR PLANS ACCOROANCEW1MAppGCABLE WD6
6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: HEADER t6d COMMON ALONG EDGE NAIL (SMOKE&CO2 DETECTORS)
TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15A-B TIMES THE TRUSS 2- DEIGN WA-STANDARD STICK FRAME CONSTRUCTION
TOP OR BOTTOM 16d COMMON PER 2K45TU0 END
APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. •I
PLATETOSTUD 3-Rid COMMON PER2x6STUD NAIL ENERGY CALCULATIONS RESCHECK
7. INTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FACE NAIL
FOUNDATION NOTES ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE FLOOR JOIST,BAND JOIST, 2-16d PER SEE NOTE:
INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE END JOIST OR BLOCKING COMMON FOOT 1,2 CLIMATICBGEOGRAPHIC DESIGN CRITERIA DeslgneO
IN ACCORDANCE WITH 2.4,4.2 AND 2.2.4 RESPECTIVELY GROUND WIND SEISMIC FROST WINTER ICESHIELD ISAAC - RAE
FLOOR FRAMING: FLOOD
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNOERLAYMENT
1. THE DETAILS
AND NOTES O TOR CETE MI MASON ICED VIEW HEIGHTS O S,ELEVATIONS, H CONNECTIONSORGIRDER
EXTERIOR S ALL BE ATTACHED
TUGS: HAZARDS
HEADER ANCE W GIRDER CONNECTIONS SHALL BE HAVE
UPLIFT CONNECTIONS IN NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
DETAILS AND NOTES TO DE7ERMWEINTENDED HEIGHTS OF FINISHED FLOOR(S) JOINT NAIL QTV. NOTES 430 MAIN STREET j
ABOVE TYPICAL GRADE. ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL BE HAVE STEEL CONNECTORS IN SPACWG
2 PALL ROVIDTINGSTP REST ON UNDISTURBED BETWEEN
CO ACCORDANCE WITH TABLE 3.5 MODERATE SLX9NTTO GREENPORT, NY 11934
M JOSTTO: PER TOE 20 LBS. 130 B SEVERE 3Fi. 11 VES NONE
3. ABUTTING
IC EXPANSION JOINT MASONRY WALL OCCU NCON EXTERIOR
LABS AND 4-8d COMMON NAIL TO HEAVY MODERATE T.347-276-6093 E.clay@lsaac-rae.com
ABUTTWGCONCRETEORMASONRYWALLSOCCURWGNEXTEAIOROR S61,TOPPLATEORGIRDER JOIST y@isaao-rae.com
UNHEATED INTERIORAREAS. 9. CATHEDRAL CEILING ASSEMBLY: EACH TOE
4. ANY NEWGONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE BRIDGING TO JOIST 2-8d COMMON END NAIL NOTE:CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3DOOC CAPACITY
STRUCTURE SHALL BE INSTALLED WITH 85 RE-BAR,18'LONG AT 12'O.C_USE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED Applicant d Record:
APPROVED EPDXY FOR INSTALLATION. TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OFTHE BUILDING.CONNECTIONS TO EACH TOE
S. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4,000 P.S.L.CONCRETE THE RIDGE AND WALL SHALL BE BE ATTACHED WITH THE ABOVE REOUDEMENTS. BLOCKINGTOJOIST 2-Bd COMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
TO BE POURED ON 41NCH THICK SAND OR GRAVEL FILL WITH 6XG WIRE MESH BLOCKING TO: EACH TOE
REINFORCING.INTERIOR SLABS TO BE MINIMUM 3-12 NCH THICK.ALL FILL TO BE 3.16d COMMON j
INSULATION NOTES SILL OR TOP PLATE BLOCK NAIL NAILSPACING NAIL SPACING AT INTERMEDIATE
COMPACTEDT095 BE PROVIDED
DENSITY WITH 6'MAXIMUM LIFTS(LAVERS). SHEATHING LOCATION NOTES
S. CRAWL SPACES TO BE PROWDED WRHA MINIMUM IB'X24'ACCESS OPENING. EACH FACE AT PANEL EDGES SUPPORTS LATHE PANEL FIELD
INSTALL ONE 8X16 CAST IRON FOUNDATION VENT FOR EVERY 150 SO.FT.OF AREA LEDGER STRIP TO BEAM 3-1 Od COMMON NAIL 4'PERIMETER EDGE ZONE Bd COMMON @ 6'O.C. ed COMMON @ 6.O.C. SEE NOTES:
7. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 1, INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE JOST
2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HEWS RATING
REQUIRED 8Y CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE A 6-MIL PER TOE SEE NOTES:1(BOTH FIELDS) j
j 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER JOIST ON LEDGER TO BEAM 3-8d COMMON INTERIOR ZONE 8d COMMON @ 6'O.C. Bd COMMON @ 12'O.C.
POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF JOIST NAIL NOTE:2 FOR PANEL FIELD
EXTERIOR WALLS PRIOR TO SACKFILLING. 4. ABOVE GRADE WALLS TO BE INSULATED TO R-320R GREATER i
5. FOUNDATION WASLLS TO BE INSULATED TO R-t0 OR GREATER PER END GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON@4'O.C. ed COMMON @4'O.C. SEE NOTES:1,3
S. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. NAZI
j 6. FRAMED GRAD TO BE INSULATED TO R-10 UNDER
BAND JOIST TO JOIST 3-1fid COMMON JOIST
7. SLABS ON GRADE T00EINUSLATED TO R-10 UNDER SLAB.
RECOMENED INSULATION AS FOLLOWS SILLL OR OIP PLATE 2-16d COMMON FOOT SE OE E NOTE:' ROOF SHEATHING NOTE
• VAULTED CEILINGS:4'SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5perich. ROOFSHEATHING: THESE NOTE ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTE ONLY.
WITH ROCKWDOL R23 5.10 for total of F149
• WALLS:3•SPRAED CLOSED CELL CONTNUOUSE INSULATION R6.5 PER INCH.WITH
ROCKWOOL R153.12'FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL QTV. NAIL SPACWG '. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OFTHE
FRAMING NOTES FLOORS:3'SPRAED CLOSED CELL CONTINUOUSE INSULATION F16.5 PER INCH.WITH• AS PER TABLE 3.8 ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRED SHALL BE USED. j
• ROBS3"EXANED 2LYSTYREN INSULATION
10d 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUME SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH IILLDESIGNRAlID D1NEq oEGLOBUR¢sETEOROi xERE1N
1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 SLABS 3'EXPANED POLYSTYRENE INSULATION FOR RI2 STRUCTURAL PANEL WFCM-SBC METxEpgapFRLYDF 6AACAAELIC wpasrmw TH6
.49.FOR FRAMING MEMBERS W RTi A.d2<GA.49,THE NAIL SPACING SHALL BE REDUCED TO 6 INCHES OC
G>0 .. P�ORIMGON YOU AGREE NGf
INTERNATTNALRESIDENTILL BUILDING CODE AND NBW YORK DEPARTMENT OF 3. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING TO RAFTER TRUSS FRAMING MEMBERS WITH G>D.49.FOR
STATE2017 UNIFORM CODE SUPPLEMENT. To gEPaoOuce oq cor-amDnrt,IN wxoIEOq PART.
FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACING SHALL BE REDUCED TO 31NCHES O.C.
wglrtTHExo EuucR w1+1TTEN PERMISSION of
ISllICR/IE ILC 2. STRUCTURAL LUMBER SHALL GREW DOUGLAS FIR LARCH N0.2,OR BETTER, CEILING SHEATHING:
PLUMBING NOTES
UNLESS OTHERWISE NOTED ONN THE PLAINS
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. FJOINT DESCRIPTION NAILQN. NAILSPACING
UNLESS NOTED
j 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TOBE(2)2X1042s 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. ..E.G.TO.0 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Pmj�'
STR.DOUG.FIR.BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL GYPSUM WALLBOARD 5d COOLEAS 350 SKUNK LANE
LENGTH STUDS ON EACH SIDE OF ALL OPENINGS.LVLHEADERS TO HAVE(3)JACK RESIDENTIAL CONSTRUCTION CODE,AND SHALL MEETSUFT-0LK COUNTY HEALTH 10.O.0 FIELD NAILSPACING NAIL SPACING AT INTERMEDIATE
DEPARTMENT REQUIREMENTS AS STATED ON SEPTIC PERMIT. SHEATHING LOCATION NOTES '
STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL AT PANEL EDGE SUPPORTS IN THE PANEL FIELD '
WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL WALL SHEATHING: 350 SKUNK LANE,CUTCHOGUE,NY 11935
SO AND 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH W EDGE ZONE 8d COMMON @ 6'O.C. Ed COMMON @ 12'O.C. SEE NOTES:1,3(BOTH FIELDS)
PROVINGSBE AND
WHERE PWALL OPENINGS BETWEEN S'11 AND BTi. DEPARTMENTAPPROVAL NOTE:2 FOR PANEL FIELD j PROVIDE SEASI BLOWERS TO BE IN APPLICABLE JOINT DESCRIPTION NAIL ON. NAILSPACING
5. ALL FLUSH NDANHORSW ERE INSTALLED CALL CONNECTING
GALVINfZED
OISTS.
I 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY INTERIOR ZONE 8d COMMON @ 6'O.C. 8d COMMON @ 12'O.C. SEE NOTE:3 Project NO.:
HOLE LE UANDANCHORSWHEREAPPLICABLETO ALLCONNECTING JOISTS. AND6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR ANDPLU BING SECURE THE STRURK CTURE.
IDE ERIFY WITH
SATE CODE PLAAND MA UFACTUECT STRUCTURAL PANELS Bd COMMON AS PER TABLE 3.8. IR-02
j JOIST AND UNDER BATHTUSS.FL00RS TO HAVE CERAMIC TILE INSTALLED SHALL AND SECURE THE STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S WFCM-SBC
RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED 3'O.C.EDGE Seat/Sl afore:
BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED FLOOR PU1NS. gn
7. AROUND STAIR.'ELLAND/OR OTOLAMS(ESS OPNI MAT UNLESSJOISTI 7l16'OSBPLYWOOD fid COMMON 6'O.C.FIELO WALL SHEATHING NOTES
AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE
NOTED E(TYPICAL). T 0 C.FIELD
GE
I 8. PROVIDE BLOCKIN(3r0RIDGINGINFLOOR JOISTS AT B'O O.C_USE SOLID BLOCKING HVAC SYSTEM NOTES GYPSUM WALLBOARD Sd COOLERS I
10'O.C.FIELD 1. FOR WALL SHEATHING WITHIN 4FEET OF THE CORNERS,THE 4FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE
N FLOOR JOISTS UNDER ALL BEARING WALLS. USED.
FLOOR SHEATHING:
9. PR VID 1 O.C.NAIL SPACING ASSUMES O E INSULATION BAFFLES AT EAVES VENTS BETWEEN RAFTERS. 2 TABULATED 121NCH U E SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH Gs0.49.FOR I
10. UNNLESSSOTHERWSENOTED,ALLROOFSANDWALLSTOHAVEAMINIMUM10 BLOCKING AS NEEDED. 1 APPLICABLE CODES ICAL AND SAFETY REQUIREMENTS.CTOR IS RESPONSIBLE FOR
ANUAL DISGLIDE ILNESTOBE JOINTI)EB-1 TION NAIL CITY. NAILSPACING 3. FNG TO ALL OOR IEXTERIORNG BPANELSIDNG,ERS WITH <GALVNIZEOBOXNAILSSHALLBEPERMG,THE NAIL SPACINGS SHALL BE UITTEDTOBES BSTITUTEDFORCOMMONNAILS. ,��CED TO 6 INCHES O.C. FLEDAR�y
THICK 4-PLY FIR COX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO FOLLOW.ALL DUCTS TO BE SEALED AND INSULATED BLOWER DOOR TESTI BE 4. PROVIDE 578'TYPE-X SHEETROCK FIRE STOPPING @ 10'0 MAXIMUM DISTANCE FOR NON ACCESIBLE AREAS. ��9 O G Y CO
COVER OVER PLATES AND HEADERS. PERFORMED AS REQUIRED. STRUCTURAL PANELS Bd COMMON 6'O.C.EDGE 6S.. IN E SIMPSON HANGERS AND ANCHORS
IN ADDITION WITH
HZ-MAX TRIPPLE ALARMS PER PROTECTIVE
ECTI E COATING FOR CONTACT WITH AGO.
11. UNLESS OTHERWISE NOTED BE 314'THICK T&G PIS FIR OR ADVANTECH 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND 1'OR LESS 12'O.C.FIELDSMOKE
PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR REQUIREMENTS WITH THE MANUFACTURER.
JOISTS.FINISHED FLOOR TO BE INSTALLED OVER SUSFLOOR AS PER 3. HVAC SUBCONTRACTOR TO PROVIDE FINALSYSTEM LAYOUT DRAWING AND SUBMIT FIREBLOCKING NOTES
MANUFACTURE'S INSTRUCTIONS. IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL N ✓ Q�
12. ALL BATHROOM WALLS TO HAVE SW THICK MOISTURE-RESISTANT SHEETROCK 397 O
13. ALL I HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF SW TYPE X SHEET NOTES T OF H,
I _ AS REQUIRED BY CURRENT IBC 2020&2020 NVS RESIDENTIAL CORE-FlREBLOCKING REQUIRED F 1
RLL ROOF TO MEET ALASING TO AND DEIGN NO.U349
14. HE ROOFS BLUE SKIN
ORAPWGTO BE INSTALLED WITH ICE AND WATER SHIELD, FIREBLOCKINGANEFEFFECTIVE
LIR PROVIDED BETWEEN OFF ALL S.AND CONCEALED DRAFTA OPENINGS AND
AND HORIZONTAL)FIREBLOCKING SHALL
H
HENRYBLUESKINORAPPROVED EQUAL FORM VI EFFECTIVE FIREBARRIER BETWEENSTORIES,AND BETWEENA TOP STORY AND THE ROOF SPACE FIflEBLOCKWG SHALL I
' 15. ALL FLAT ROOFS TO BE APPLED WITH AN EPDM 6MILL MATERIALS ELECTRICAL NOTES THEE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS
16. ALL SILL PLATES AND WOOD NCONTACT WITH CONCRETE TO BE PRESSURE NOTE ONLY.
TREATED.SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND GOP.R. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6• 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR
TEX TERMITE SHIELD OR APPROVED EQUAL. LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.
ON-CENTER AT THE PANEL EDGE IF WALL SHEATHING IS NAILED 3'ON.ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES.CON.CODE CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIRESLOCKING IN WALLS CONSTRUCTED USING Dale: Scale:
2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE PARALLEL ROWS OF OF
OR STAGGERED STUDS.
d 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,3. INSTALL DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, Drawing Title:
REQUIRED BY IBC 2015 NY.S.RESIDENTIAL CONSTRUCTION CODE SHALL BE USED TO MAINTAIN LOAD PATH. DROP CEILINGS AND COVECEILINGS.
4. ALL LIGHTFIXTLIRESTOBELEDORCOMPACKFLOURESCENT UNLESS OTHERWISE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED 3. INCONCEALEDSPACE BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER
GENERAL NOTES
N NOTED. MEMBEFIS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE
j N S. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED. TO BE REDUCED T01-16D NAIL PER FOOT 4. AT OPENINGS AROUND VENTS.PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME
1 6. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED. AND PRODUCTS OF COMBUSTION.
I N 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CODE.
o Drawing NO.:
N
N
a T-001
I i
I
NOTES
�""�■*''r GENERAL NOTES :
BASED ON THE 2020 NYS COMMERCIAL CODE AND 2020 NYS ENERGY CODE
DRAWING ISSUE
CONSTRUCTION NOTES J.CCNSTRUCTON SAFETY F.STRUCTURALSTEEL NO. DATE ISSUED FOR
1 DErNmeFrrt
A DESIGN LIVE LOADS 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING 2 Iv
CONSTRUCTION. 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy-50 KSL 3
STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 2.STRUCTURAL STEELTUBE SHALL CONFORM TO ASTM A500 GR B(Fy.46 KSD
LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY 2.THEINSTALLEP SHALL PROVIDE TEMPORARY BRACING,SHORING OF 3.STEELWORKSHALL CONFORM T05PECIFlCATIONS FOR STRUCTURAL STEEL BUILDINGS- 4
CODE: FRAMING AGAINST WIND, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN%OF THE AMERICAN INSTITUTE OF STEEL B
CONSTRUCTION LOADS 80THER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE CONSTRUCTION,INC.LATEST EDITION,INCLUDING ALL SUPPLEMENTS AND THE-CODE OF 6
1.BUILDING CATEGORY: II SUPPORT OF THE STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'LATEST EDmON. 7
FRAMING. 4.CONNECTION BOLTS SHALL BE 3 4'DIAMETER CONFORMING TO ASTM A325,TYPE X INSTALL
2.IMPORTANCE FACTOR: WIND(LW)I.1.0 EACH 8
NOW(LS )- BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD,WHICHEVER IS TURNED FOR 9
SEISM (LIC(LE) 1.0 TIGHTENING.ALL CONNECTION BOLTS ARE REQUIRED TO BE'SNUG TIGHT•ONLY UNLESS 10
3 GROUND SNOW LOAD: 20 PSF OTHERWISE NOTED. ,11 1
4.. LIVE LOAD: 20 05E 1
I 5.WIND WIND LOAD: 130 MPH B0.51C WIND SPEED K COORDINATION 5.OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON 32
WIND EXPOSURE:B THIS
VELOCITY PRESSURE EXPOSURE COEFFICIENT, PROJECT EX
AT LOCATIONS NOTED ON THE DRAWINGS.DS DRAWING REVISIONS
KZ 0.85 6.ALL WEL SHALL BE E70XX AND ALL WELD W G SHALL BE By WELDERS AND WELDING
1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE OPERATORS
DIRECTIONALITY FACTOR,KD:0.B5 ENGINEEROFANY N0. DATE REVISION
GUST EFFECT FACTOR,G:0.85 WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE 1 I
INTERNAL PRESSURE COEFFICIENT,GCPI:20.18 CON
NOT AS ASSUMED.HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE WELDING 2
SPECIAL WIND REGION:YES FOR THE SAME. CODE'AWS D7.1 OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS
! 6.SEISMIC: SEISMIC DESIGN CATEGORY:B REQUIRED ON THIS PROJECT. 3
SOs.0.148 7.ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS 4
S01.OJ185
THAN 3 5
B.FOUNDATIONS INCHES IN LENGTH LON ON THE DRAWINGS.PROVIDE ONE NUT AND ONE WASHER WITH EACH 5
1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSUREFOR NEW FOOTINGS. ANCHOR BOLT UNLESS OTHERWISE NOTED.COLUMNS TO BE ERECTED AND LEVELED WITH
2,000 PSF. LEVELING SHIMS,LEVELING NUTS ARE PROHIBITED. -7-
2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL M.MISCELLANEOUS MILS STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 20 8
PRIOR TO PLACING CONCRETE.i DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, B 3.BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BYTHE BUDDING OFFICIAL I
TO REACH FIRM,UNDISTURBED SOIL
4.SEE ARCHITECTURAL DRAWINGS(FLOOR PLANS AND SECTIONS)FOR LOCATION OF i.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENUiL 13 CODE AND OR 14. o
CLEAN(WIRE BRUSH)AND SPOT PAINT ALL FIELD WELDS,FIELD CUT EDGES AND 11
PARTITION 2020 NYS ENERGY CODE SERIOUS
FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT.
STRUCTURAL DRAWINGS. EXECUTING ALL THE 9.BEAMS AND LINTELS SHALL BEAR 8INCHES MINIMUM ON MASONRY UNLESS OTHERWISE THIS APPLICATION ISAPPROVED ONLY FOR WORK
BUILDING WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK THE RESIDENTIAL NOTED. INDICATED ON THE APPIiCARON6PEfARCARDN SHEET.ALL
S.WOOD ALL INSIDE RAPS AND OTHER
EXTRANELECTEDMATERIAL MATERIALS.
ACEE FROM ROOTS,TRASH. CODEOFSTATEOF
WOOD SCGSINCHES AN COMPACT
EACHUOUS TERUILB.PLACErYAT FILL OPTIMUM
NOTYORKALL m m MATIEASSHOWNARE ImTTOBERELED UPON.OR i
EXCEEOINGBINCHES AN COMPACT EACH UFT T098°h DENSITY AT OPTIMUM MOISTURE NEW ENGINEER
AND SHALL
REGULATIONS HAVINGFORACTS
TORE CD1tYDFAFDASBMERRDNOAPPROVm opW
AS BY 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ACCOROANCE WIIH APPUcABLE OOD4
CONTENT L MEASURED ELEVATIONS
HALL NOT E RAISED
D OR LOW E ED WI HOU T APPROVAL
7. ANY SUBCONTRACTOR G.STRUCTURAL LUMBER 1
ENGIN FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OFTHE OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK
ENGNEE0. 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS ANCOR
7.FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL VARIANCE APPROVAL 1.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2.OR BETTER,UNLESS
ENGINEERING REPORT. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES:
8.CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE a Fb.850 PSI
SOIL(ONE VERTICAL TO TWO HORIZONTAL) b.FC(PERPENDICULAR).625 PSI
9.DO NOT BACKFlLL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF c.FV.95 PSI Designer.
ENGINEER.FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE GENERAL NOTES tl.E.1,600,000 PSI
PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL 2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE,OR BETTER,WITH
FORCE OF THE BACKFlLL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. ADO(ALKALINE COPPER QUATERNARY)TREATMENT. ISAAC - RAE
10.CONTRACTOR MUST ADEQUATELY PROTECT WALLS,PIERS,ETC.FROM DAMAGE DUE TO 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORINGB AND BRACING,AND MAKE SAFE ALL 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NU AND
BACKFIWNG. FLOORS,ROOFS, WOOD. 430 MAIN STREET
11.CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT INJEOPARDY FROM WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT
THE EXCAVATIONS FOR UTILITIES,ETC. 2.DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS GREATER THAN 70 PERCENT OFTHE THREAD DIAMETER OF THE BOLT OR SCREW.AL:LAG GREENPORT, NY 11934
12.WHERE PIPES PASS THROUGH NEW WALLS,DROP FOOTINGS SO THAT PIPES PASS OVER ARE APPROXIMATE AND BOLTS T.347-276-6093 E.clay@isaac-rae.com
THETOP OFTHEFOOTINGS. ARE BASED ON LIMITED INFORMATION.THE CONTRACTOR SHALL VERIFY ALL INFORMATION AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO
13.DEWATERING PROCEDURES,IF REQUIRED,SHALL NOT DISTURB THE SOIL STRUCTURE PERTAINING TO CIRCUMSTANCES
14.THE CONTRACTOR SHALL EMPLOYALL MEANS NECESSARY TO ENSURE THAT THE EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE ALL BY DRIVING WITH A HAMMER. App'kanl of Record:
STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE DISCREPANCIES BETWEEN 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132TO 116 INCH j
COMPROMISED. ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE LARGER
REPORTED TO THE ARCHDECT THAN THE BOLTS,
C.CONCRETE FOR EVALUATION PRIOR TO START OF FABRICATION. S.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A3&
1.ALLCOJCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS 3.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL, 7.PLYWOOD SHALL BE OC EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE
FOLLOWS: ELECTRICAL,AND PLUMBING, THICKNESS
I
FLOOR SLABS,WALLS 4,000 PSI ETC.REQUIREMENTS,DISCREPANCIES,AND/OR SHALL BE REPORTED TO THE ARCHITECT SHOWN ON THE DRAWINGS.
I b.ALL OTHER CONCRETE WORK 3,DOO PSI IMMEDIATELY. 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED.
2 ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS
3.CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1002JR.FLOOR SLABS FABRICATION, B AND ERECTION INCLUDING BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NU ,
SHALL BE CLASS 2. PRIOR TOSUBMITTING SHOP DRAWINGS FOR APPROVAL WASHERS,
4.PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON S.OPENINGS SHALL NOT BE MADE W ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD
DRAWINGS,AT OFFSETS AND CHANGES IN DIRECTION AND AT"FEE MAXIMUM, ON THE STRUCTURAL FOR
S.CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. THAT ACCESSORY,ASTM A213,A153 OR OTHER.
SPECIFIED IN CHAPTER 12 OF ACI 301. 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED
6.SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. BY
7.PLACE 11T EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL THE SIMPSON STRONG TIE COMPANY.PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS.
V SURFACES UNLESS OTHERWISE NOTED. II.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
a_Fb.2,600 PBI
D.REMFORCMG STEEL GENERAL CONDITIONS b.FV.285 PSI
1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615,GRADE 60. c Pc(PERPENDICULAR).750 PSI
2 WELDED W IRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. d E.1.900,000 PS
3.DETAIL AND FASHBATE REINFORCING STEEL IN ACCORDANCE WITH'ACI DETAILING AUDESION6AND OMm muLOsuREssET FdiRI xERON
MANUAL',PUBLICATION SP-66. 1.ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE AREIMti PRDPERIT DF6AADAAELIG IN ADCEPf WGTIDs
4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO INFO-TION YDUACRFEear
REQUIREMENTS IN THESE AS SPELLED H.ABBREVIATIONS
PLACING CONCRETE OUT IN THESE T NOTES.ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH TO REI'IMODCE OR CDNSTRam PVIffl O ON
FPART,
WRHDUTMEFXPDC1f WRIRENPERMISADN OF S.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS MAY PERTAIN TO THEIR 6AA6AAE� j
LONGITUDINAL BARS IN FOOTINGS TRADES.FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON
FROM THEIR THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED:
E.GROUT REQUIREMENTS.QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. i 1.PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL Project:
j PLATES CONDITIONSTOBEMET 1AFF ABOVEFINISHEDFLOOR FT. FOOT/FEET SPECS SPECIFICATK)NS 350 SKUNK LANE
2-NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C BEFORE SUBMITTING BID.LACK OF THOROUGH UNDERSTANDING OF THE PROJECT
621.GROUT SHALL BE NONMETALLIC AND NON-STAWWG AL/ALUM. ALUMINUM GA GAUGE T8G TONGUE AND GROOVE
RE-0UIflFJNENTS SHALL NOT
CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA g AND GALV. GALVANIZED TYR TYPICAL 350 SKUNK LANE,CUTCHOGUE,NY 11935
COMPENSATION.
3.GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON @ AT GWB. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED ^
JOB ANONHALL BE BLDG. BUILDING H. HIGH VERT. VERTICAL
RESPONSIBLE FOP SAME __m_________- � Y ��__�____-____.Dr___ PIoIaCL No.: !
4.ALL WORKSHALL REDONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL CMU CONCRETE MASONRY UNIT HORIZ. HORIZONTAL V.LF. VERIFY IN FIELD II II �vY II II IR-02
SHEATHING SCHEDULE: GOVERNING AUTHORITIES, III III III III
5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS,ARCHITECTURAL,AND ,DBL. DOUBLE INSUL INSULATION W/ WITH III________ I I I I_______ I I__ SeaVSignature:
NAILSPACING MECHANICAL [Ilf"----- -�I-----------I� y--AI--T
LOCATION NOTES NAILS BLOCKING EA BACH INT. INTERIOR W.C. WATER CLOSET
1 PEPIMETER INTERMEDIATE DRAWINGS. ICI _ III III III_
6.ALL OPENINGS IN WALLS,FLOORS,ROOF,ETC.TO BE LOCATED AND SIZED AS PER ELEC. ELECTRICAL L LENGTH,LONG WD. W000 [ _________I 1__________J t I ROOF ZIP yB STRUCTURALI 100 YES 4'0.C. 120.C. MECHANICAL AND ARCHITECTURAL I- --------'III-' "-'-- III-------"-�I PERIMETER
REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL EP.S. EXPANDED POLYSTYRENE LAY. LAVATORY W.H. WATER HEATER 11 BLOCKING
FLOORING ADVANTECH 23/J2 10D YES 4.O.C. 12.O.C. DRAWINGS. EXT. EXTERIOR S.STL STAINLESS STEEL W!O WIDIOIli c FI___________HI _______ �Iy _ __.1'I�
STRUCTURALI 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN ------- 1-J--------
INSTALLED AND IS F.D. FLOOR DRAIN STL STEEL W.W.F. WELDED WIRE FABRIC III III III II� '��`R�D�Qy�
WALLS ZIP 5/8 STRUCTURAL I 8D YES 4'0.C. 12'O.C. STRUCTURALLY SOUND. �S Y
8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION [LII___________III__y _�,..a=u II___________AIL_ INTERMEDIATE C7 G OO
OR APPROVED EQUAL IIj--___ _ -- ���NAILING QP F�O.1
AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS,INCLUDING TORQUE, III I I III SEE SCHEDULE
EMBEDMENT,LENGTH,ETC. [LI"----- a-v-O! -
SHEATHING SCHEDULE: 9.ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR IIII III-J O, r I
THEPROPER II II I II 3g78T OQ-
PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES METHODS,SAFETY AND [IJI_====______ =n=a=a=D_-._=------------I-- T {
LOCATION NOTES BLOCKING SILL PLATE ANCHORS SECURFIYON THE II I SHEATHING SEE FOFN
JOB SIT
ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE III I I SCHEDULE
_JL_
2X6 DOULAS FIR ffi@16'O.C.AND(2) ABOVE AND SHALL BE HELD [ _______�-h-� STAGGER
2X6@ EA OPENING AND END OF HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND lye T AS SHOWN
1/2'ANCH.C.AND
I I I I
ALL CLAIMS LOSSES, II
WALL
T IN&B STUflCTUR W/ WITH INC.ANDIII______ _ _ _
SHEATHING ON EXTERIOR W/BD SUBS AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON
WITH SIDE OF [ I___________ _a_=¢_a_o__ __________
NAILES @2'O.C.@PANEL EDGES THIS PROJECT. h -
1 BOTH OF ATTHE EPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE II II PERIMETER Date: Scale:
SW1 ANDR E O.C.@ FIELD VES ALLEND PLATES. 111 __ _ _ _ _ _ _ _____ NAILING �No�
INTERMEDIATES.1/2 GWB SHFIITING AT THE SOLE ___________ __ _______ _
sIMPSON HDSA@ DISCRETION OF CONTRACTOR. OF DEVIATION FROM ANY REQUIREMENT [111 -'--`-`-" -�-IIt-e SEESCHEDULE Dra�An Title:
ON INTER OR W/8D NAILS#4'O.C.AT EACH ENO 9
SHALL NOT BE I I I I N FIELD N ERMEDID@720.C.@ I _ _ GENERALSTRUCTURAL NOTES
q CONSTRUED AS PERMITTING ANY OTHER DEVIATION. U_ I
� FIELD INTEPMEDIATES r_e
_ __________
n! II II ^\ II III
N SHEATHING ATTACHMENT DETAIL \v� lit-
Drawing No.:
N
a T-002
I �
I
i �
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 - SOUTROLD BUILDING DEPARTMENT
2 uvawzs SOUTROLO BUILDING DEPARTMENT,Reel
3
4
6
7
8
9
10
11
12
DRAWING REVISIONS
NO. DATE REVISION
1
2
3
4
5
6
7
8
9
30
it
12
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEEL ALL
OTHER MgTTEI SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
DOMESTIC WATER RISER DIAGRAM, N.T.S. Deagner:
ISAAC — RAE
Nqi p:AS PER THE PLUMB W G OODE.ALL SN O W ERHEADS.
TELAVATORYFAUCETSANDWATERCLOSETSER—MEET 430 MAIN STREET
IGTIONS PEONRED FGIITHE WATER SEISE
PAocPueUNBELANDSH—BEVISUENuaEtORSIwLBE I GREENPORT, NY 11934
M —WACOOFI CEW—GOODE.
AL�HOTNDCoUWATERUNESTOBEW AF BUAATEDTER _ I T.347-276-6093 E.clay@isaac-rae.com
NOPWMBWG WOHKSRALLTNCEPtgCEBEWNO—PEOF -A¢iAISER I _ITI R) _ _
WORKOUTLWEO WTHE PLANS. Bµ — — — — — — —— — — — — — —
MNAwMUMFLowwAreosouANrnn RANCR UNEs __ __ _______ ________ __ _ _ _ _ _ _ _______ __ __ _ __ _ _ _ _ __ _ _ _ _ ___ Applicant of Record:
Ao-xiin S OWER HEADP i or-AT BB P5I I
SNKFAUGET.l.2GPMAr NIPSI I.Cw
EWATER
QUIVALEL"Doo—BIBS.
NT DUAL uINPe G FLUSH ONS PER FLUSHING CYCLE OR ' _I ROTTARD—DWATER
�I
-ROM
I
II
�I
I
,L HOT AND COLD WATER RISER FROM HOUSE
ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
i 1 HOT AND COLD WATER RISER DIAGRAM ARETHEPROPERT'OF SAACAAE=IN ACCEPDNGTHLS
1I2"=1,O" INFOgMAPON YOU AGREE NOT
TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,
WITHOUT THE"PUCTT WRITTEN PERMISSION OF
ISAACRAE LLC
Project:
O 350 SKUNK LANE
350 SKUNK LANE,CUTCHOGUE,NY 11935
Project No.:
IR-02
SeaV Signature:
BD ARCy
N .Y
3976T O�
rFOF NE'1'1{
Date: Scale:
AS NOTED
QDrawing Title:
N PLUMBING RISER DIAGRAM
S
0
N _ Drawing ND.:
0
N
T-003
NOTES
MAIN RD(S.R.25) DRAWING ISSUE
NO. DATE ISSUED FOR
i a-
2
a
-4-
7
9
vo
LAND N/F OF
CTRM LLC 155.00' 12
DRAWING REVISIONS
N 81*7650"E 7 REVISION
410N. N0. DATE
-44 '��INATER
\N 2\,\\MAIN
FENCE
'N
N
6
7 1 1 x
Oq
PROPOSED SHED N. N' PROPOSED
xx
1"WATER
PROPO ci
m 2.0
LOCATION
LINE
PROPOSED POOL
—FENCE THIS Al'PUCATION IS AMOWD ONLY MR WORN c� f
INOI TMONTHEAPPUCATIONSPMFICATIONSHM.Al.
BILCO X
1 -0". -- -\ EL
40\ '48 8',',
OMERMAT1E1iS5HOWN ARE NOTTOEE RELIED UMN,OR
MBE CONSIDERED AS EITHER BEING APPROVED OR IN
WATERLINE TO \ \ \\,\\ \ \\ \ \
"o-
POOLHQUSE,
VERED
0 C:
v
N
O.�Ig_
INC
m
G)
NOTE,WELL TO w Up
BE USED FOR
IRRIGATION ONLYPflE
1-v
ISAAC RAE
PROPOSED" 430 MAIN STREET
M
PROPOSED rn
:� w
"�x
OUTDOOR •
x GREENPORT, NY 11934
KITCHEN MX42 T.347-276-6093 E.clay@isaac-rae.com
\FF1 S BAdK---.,- rn 36'-6"
/IV
m
Applic.1.1R.ord:
LAND N/F OF IT!
GHOST TOWN LLG \ \
\\X
WELL
EXISTING CLEAN-OUT SEPTIC
ca
A FKV
HELF
j `\` -,\�\\\� \., � /_ � /� POOL HOUSE ,:5 - '` i1 '\ti- \-. : -
LOCATION
x
PRE-EXISTING
SHED
N
� GRAVEL DRIVEWAY
X'\
ALL OESIGNSANOOTHERD6CIDSURESSErMRTHHE N
EXISTING HEDGE
�OW��W�K-11WONOF
0.1-N
O/L 185.00,
ISAacRAEuc
0.3's S81*5750,w PROPOSED ENCLOSED PROPOSED SEPTIC PROPOSED GRAVEL
O.&E OUTDOOR SHOWER LINE TO HOUSE DRIVEWAY 350 SKUNK LANE
LAND N/F OF
PROPOSED POOL 5'ACCESSORY 350 SKUNK LANE,CUITCHOGUE,NY 11935
EQUIPMENT AREA DEBORAH COLGAN SETBACK
Pmjm No.:
�Q P SITE PLAN IR-02
S..VS[g-te:
LEGEND EtED AR
LOCATION OF PRE-EXISTING SHED TO BE RELOCATED
PRE-EXISTING SHED RELOCATED(230 SF]
PROPOSED 1-CAR GARAGE&POOL HOUSE 1573 SF]
PROPOSED 18'X 42'POOL(573 SF1 Date: Scale:
DraMng Tifle:
PROPOSED SITE PLAN
Drawing N
OPOSED A-001
i
- 1 �
NOTES j
I
DRAWING ISSUE
NO. DATE ISSUED FOR
:C—
I aF orunus+,e
2 ;
MAX BUILDING HEIGHT
1 n _ —- —_ _ _ — _ 1-}I .�Jy_t L_ LL.: 1..J_L.•-1,�.�� 5
1 1 - 0 1 �1.L.Lei. 1 —`�-i-r-� LIi� .L �rL L� L 1 7 j
L, 11J Li-�L -�i xL 41 _L. I'L..1.1�,.`L4
iI_ t 'l �f -L _III L.1i-1- I ---r•-: 10
I' '�'..LI �-..__ 1 u T j�.J II -1 _L _`1J-I
wit L � �i'LI�� I-� - 11
12
T r t T L _ DRAWING REVISIONS
1: IVL -_•�-_l,l—� l�ry-•-I.� 1'- t-*_-r`^—:.-t_t__ �L� L�L I�-� ' I
T_-:J' L✓_ L_ �.�. 1 1tR ,,_,_LL�I i DATE- REVISION
i
t: 1.L 1 41�. 1�[, 1� I T` ��7 1I_"L.r '''•1I ! J 'Ti-�-� 1 ' 2
� I rl_ l-Ll I lr�`.-I rl� � - i�I GL„}L IL.TZ L I_`,'TT'L_ L.L�LI.}t, I 3
` J TY 4
CD I
5 I
`i'---r T
10
UNFINISHED
12 1 :
STORAGECD1 1FOSAPPUCATON ISgppRpyEp ONLY FOR WORK
•Q INDICATED ON T EE HE APPLICAWN SPECIFICATION SHP,ALL
LOFT �D 00 CRIER MATTERS SHOWN ARE NOTTO BE REM UPON.OR
1 ( T TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACOO—CE VM APPLR:ABLE COOM
I _
Designer.
o ISAAC - RAE j
T 00 430 MAIN STREET
E GREENPORT, NY 11934
GARAGE POOL HOUSE T.347-276-6093 E.clay@Isaac-rae.com
Applicant of
9' 1"
GROUND AVERAGE GRADE
-— - _ _ _
0' - 0" �j�III���III��Ilfj��lll�III��III III Ill��llll��llli =--111-1 --� -- - ��-� j=j��=jam =j�l=III-III=!11-1 11=1 I I I i-III-III-III-I -III-I I
=1 11=1 11-1 I Ed I I-1 I I-1 11=1 I I-1 I I-1 11-1 11-1 I. 1=1 I I-1 I I-1 I -1 11=1 11-1 11=1 I I-11011=1 11=11 011=1 11=1 I E9 I EdI I-1 11=!11=1 11El I IEI I 1=1 1 1=1 10 1 1=1 I!=1 11=1 I I-
1=III=III=III=III=III-III=III=III=III=111 :.:,. III=III=III=III-III-III-III=III=III=III=III=III-111=III=III=III-III-I I I__I!1=III=III =-� III=III=III=III=III=III=11
=1 I I=1 I I-III-III-III-I 11=1 I I-III-III f I I-=-I. =1 I I-III-III-I 11=1 I I-III-!I I-I 11=111=1 I I-1 I I-I 11=1 11=1 I I-I 11=1 11=1 11=1 I I-1 11=1 I I- r I I 1=1 11=1 I I-I I i=1 11=1 11=
� -1I1=1I1=III-III^III=1I1=1I1=1I1=1I1=1II�_ III=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=III- - -1I1=1I1=1I1=1I1=1I1=III- !
I I I!111 1111 I I!III I I!11 111 II 1111 11111 1111 111111 I I!1 i 111 111 111111 11111 11111 111111 111111 11111 I II1111 1111 11111 1111 II I IIIII 1111!I 11111 I 1 II 111!I I I!!111 1111 111111 1111II 11111 111!I 1111 111/111/1 111 II 11111i 11111 111 1111 I
I
au DESICNsaND on�ER DBrIDsuREssErroRm FGREIN
ARETHEPROPFRD'QREENORAE EIC INAO6PI1NG 1H6 I
INFORMIITI"CEOR-UNENOE
TO RFPRODINF OR CDNBDiarf R,RY WHOlEOR PARE,
WOHOUTTHE E%PNLR WRDTEN FERMISSION OF (
n SKY PLANE DIAGRAM
LSMCME uc i
1/2" 1�0"
1
PrcI
SCTM# 1000-97-3-7 350 SKUNK LANE
1 350 SKUNK LANE,CUTCHOGUE,NY 11935
jSITE PLAN FOR:350 SKUNK LANE,CUTCHOGUE,NY 11935
Project D STM(1000-97.3-7)R-80 RESIDENTIAL ZONE[LOW DENSITY RESIDENTIAL] IR-02 !
j SOUTHOLD,SUFFOLK COUNTY,NY say/signamla: j
SITE PLAN BASED ON A SURVEY BY KENNETH M.WOYCHUK LAND SURVEYING,6/13/2025 !
I
I
INFORMATION ALLOWED EXISTING PROPOSED
1 LOT AREA 18,496 SF - ��RED
LOT DEPTH(F7) 185.00' -
cD c Y
LOT WIDTH(FT) - 100.00,
a
� LOT AREA BUILDABLE - 5098.68 SF
MIN.FRONT YARD (FT. 60'-0" - - r 3916T
F �!
I v MIN.SIDE YARD(FT 20'-0" OF N6 1
m MIN.REAR YARD(FT) 40'-0" - -
w MIN.ACCESSORY SIDE YARD
MIN.ACCESSORY REAR YARD 5'-0" - 5T Date: ScScalem
a- ALLOWABLE COVERAGE 20% 3,699 SF - uramng
PROPOSED SITE PLAN,CONTD
M
TOTAL EXISTING COVERAGE - 2,200 SF -
ry TOTAL PROPOSED COVERAGE - - 1,496 SF
N
o Dravrilg No.: J
N TOTAL COMBINED COVERAGE - - 3,696 SF
m
a I
j
A-002
_ 4
NOTES
CONSTRUCTION PLAN LEGEND: A-soo
EXISTING WALL TO REMAIN DRAWING ISSUE
PROPOSED WALL NO. DATE ISSUED FOR
I PROPOSED OOgMEq 1 SOUMOLD BUILDING OEPAPTMENi
. PgoPo ti
a FPOrins ABOVE 0 2 solnHOLn BUILDING oEPARrMErvr.REV f
7771 '
LD NG DEPnPnaENT,REVY
1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 ''- __ ___ 1 s-EA Q LDING DEPnPTtnEM.PEv3
ENERGY CODE ,„ousEe ow. A300 6
2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED _ _- '-
IN HER'S RATING -- TnlavwAit -_ N-uDEas B
3. VAULTED CEILINGS INSULATED TO R45 OR GREATER ,_--- PUI -__ rm. 9
4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR
GREATER
SO
12
GREATER
S. FOUNDATION WALLS TO BE INSULATED TO R-10 OR 11
I o 2
A-300
6. FRAMED FLOORS TO DE INSULATED TO R-32 OR I DRAWING REVISIONS
GREATER
7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER NO. DATE REVISION
urvcoNNon�ioeEE 1
SLAB. FROM GARADE aNLv 2
RECOMMENDED INSULATION AS FOLLOWS 3
sTORasioFr L' 3 - 6
• VAULTED CEILINGS:4^SPRAYED CLOSED CELL W3 couurERwf
CONTINUOUS INSULATION R6.5 per Inch.WITH IR, GTORAGE BELOW 6
ROCKWOOL R23 S-V2^for total of R49 f 1 UNFlNIISH o - - "' _ W2 RAGE 7
NcorvDITONEo•- _ pi� 3 scl.osET g
• WALLS:3^SPRAYED CLOSED CELL CONTINUOUSE _ SPACE _
INSULATION R6.5 PER INCH.WITH ROCKWOOL R15 3-112^ i J7 A-300 9
FOR TOTAL OF R34.5 I oUr000n / W3 ] 10
S OW UN
• FLOORS: 3^SPRAYED CLOSED CELL CONTINUOUSE IL'vELGNBEWWI. I /r sHNTow�RCNLY 12
• INSULATION R6.5 PER INCH.WITH ROCKWOOL R15 3-112" / N ccass BLE
FOR TOTAL OF R34.5 J \r� t'�, ry FnOrn Wrpoogs THIS APPLICATION IS APPROVED ONLYFORWORK
• SLABS 3^E%PANED POLYSTYRENE INSULATION FOR R72 w} {X us_=_ems-re;- F;. _ 1 Y INDICATED ON MATTERS
SHOWN
SPECIFICATION RELIED
UPON.ALL
OTHTO
CONSIDERED AS ETHER BEING
TO RERELIED OR IN
TO BE CONSIDERED AS EffHER BBNG APPROVED OR IN
ACCORDANCE WITH APPLICABLE DOOM
ROOLFENCBREFERM
SOERAN -
Designer:
ISAAC - RAE
n PROPOSED GARAGE/POOL HOUSE-LOFT PLAN r1 3D VIEW PROPOSED POOL HOUSE 430 MAIN STREET
U 1/4"=1'-0" GREENPORT, NY 11934
T.347-276-6093 E.da CoNsaac-rae.com
-7 _� �._._��I___I....1 � I—
�_1__ Applicant of Record:
l_T
- _._
NncHEN
f ! NEIVEIEPS TOPRE
{L j E Tom", I-- 1 1��� r L 0 REP ACE N DN
DET.GOECK:
or r"r�r T r-_ 2 r- ECSTIN R-PTOBE h G
-, INM CEEP EPMOTENr {
uDECXTOPEMaN
f'
I 1 I
T�`LL r-•'-> -i -, - -�, j ,r-PT j .I�I •Tl--� r—'r-r -� ( � -I�
- - -----
1 — DIEPANCE.PETER iO f L I
GRE RAN �E
r`—
._.. .T..,.. �� �� y.,D• j .. ' .
/-
1 6 6'
A-200 =ITCH ms>w=qwo [[ x }((( S-1:T� OH
... D3 AM DESIGNS 5Ef FORTH HEREN
I. r.I-•- ARE THE PROPERry OFISAACAAE LIC IN ACCEPTING THIS
W INFORMATION YOU AGREE NOT
TO REPRODUCE OR CONSTRUCT R,IN WHOLE OR PART,
WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
f J ISAAORAE MC
'•'-g NTEwORW—ETOBE S/' IY
NEW PUNTED DRv�ALL I -_i . --------- -- --- _.__. _ _ -_.__.. i1Fl` {Y�J 350
m COLOR TED. — T
1
--- LWiTEP WI 50 GE UP -
1
IMEPIOR WALLRTO BE __I STOMGf �G.DGEr ,: ,-. , J = SKUNK LANE
--. _. BELOW 350 SKUNK LANE,CUTCHOGUE,NY 11935
IYP A OTE vWAL4 3
rvEwP q "
Y �
A-200 9 7 A-200 A-200 3 '� 51�P0°''XOUN I A 200y �. -Y Project No.:
________ _____________ _______
-- - T IR-02
= sT E New oAXlin - tt Seat/Si
O C DSE C G r T 5 Y R. gnaIUIB:
m Wt ETOR sxsD WI 1 I. -"_�i7 - -a-T- '`_NEW WIN-1 11 IL
t NEW Tka FLOOPNG TO ' 1 1 ,� t
NATCH EIBswG HOUSE _ I 215wcE
'ROTTpR OETIBNOF THE ilOORwG
l o
WFUCTURE dIRNG - 11 ^I I`,r '— __ 1 ( ✓ 1 J
RE GLAIDN PRDWDE _ 1 s ' ED
NEw cfDAPSDNG NEW— - a -�___�---� r �GR C
D, Ge,DDDR BHDWER ---` ———— t y�
• NEW SUB ON GRADE; TI Il sowEn , _-___t7 7!
6_-_-_ ____.6_______ __-_S_______ '..5 1 S h S r 7 f V'`yS6 Y00
FlN SHED rANCPETE TOP l -- - �t n�
a
— — — — — — T� .T--r s~EL.Ae�E
p r
39761 O�
NEW•-PANEL SLIDING EQPFNNT FwISHEO CONCRETE TOP NEW POOL FENCE TF OF NE`��
26-5-
4
Date: Scale:
A-200 ASNon¢o
Drawing Title:
GARAGE/POOL HOUSE&RELOCATED SHED
o CONSTRUCTION PLANS
In
0
N Drawing No,
N 2 PROPOSED SHED GROUND FLOOR PLAN r1 PROPOSED GARAGE/POOL HOUSE-GROUND FLOOR PLAN
A- 1 00
r
NOTES
ROOF ROOF ROOF ROOF
— — — — — DRAWING ISSUE
13,-0" 13'-0" 13'-0" 13'-0" N0. DATE ISSUED FOR
FjI-T, z sourHcsu aunn NCG vARn.ENr,REvr
rT,IL 1y,If lfl ` NEW 18"
WESTERN RED �� iLlf l i- fl saunwlu eu LorvcoEPARrmFiur.REvx
u 1 IIIII Lr, ILII! �Irj4 4
L L r f l f'(� CEDAR TAPER (_
4 IY r SAWN SHINGLES,
'I- J I TYP. I R L 11 6
> - f.' L ! 1 L. J Jul 1:Ly- 1 ' _1 T I; 7
J i1.. J 1L' IJ r
}.F 1 r NEW 18• t A�II lIl I} (11 III 1J1L L I �C' ADU ALT:NEW l lu _r. �I B
SLIDING BARN 1•!� J+ Lr "ylr�� -iI'�li PERFECTIONS r J Il rl. 4l r ,i L'�U, 1•.L L .� a]..0 1 ASPHALT a ff[ .J'.I;. L IL i1 r]I J) i;
DOORS -'!I, I f 1. ty L 11 ! }L• WESTERN RED
L (L,,i I L i. JL I., 1 rIl I�tl l),;,L..);!. SHINGLES TO l l IIJI i i7 f J}�` B
�� �\1 I; 1 J. _ I,:_LLL,'L.- CEDAR TAPER SAWN U '-;T.i-.r..{I_- -114.,+ 11 MATCH EXISTING I ri; r U. L,•1�, } SO
OPEN TO SHINGLES IS 1/2' -n _ I. [ HOUSE
!I!: BEYOND � - I.J. l L 11 I.J.
�iL .,:rll J ll I I" E%POSUREj,TYP. 1 _rj I] Ali �ff I.l.l I r'
ut I n 1 I' l r Jrt. :�, �� ? iz
J�1 l !'L iiJl a i,y,IL IJ.(1'. 1 L.�.Lr L ,;.I l.�l -,ll� LLI 111J�.L��:i
t 11 I �fi 1. DRAWING REVISIONS
J' I J 1 L'-l- plll
Al, I ``
/III I'. !i .�'' :l. II J. f�_I r L1.L r L 'lY III] J tu,u ,Clfll-I II.I 1 All
GROUND -_s.L.L,.. T.. �': 4,i,.:__- GROUND 1_i a L-1'L :_ I_ [ _C.-_:1>__ GROUND 7Yr GROUND NO. DATE REVISION
11
0 0" _ _ff-12'-5'VIF=_ __ 0 0" _ A
_16.-1. I =i i— 0,_0„ 72'-�8'VIF= — IIIO " 2
III=III=III= —III=III- III III III III ...III-III- - I— I I=III=I =I I =III=I I I= —II 4
6
6
7
S
9
SO
io SHED ELEVATION SOUTH n SHED ELEVATION WEST SHED ELEVATION NORTH i\SHED ELEVATION EAST N
1/4"=1'-0"- 1/4"=1'-0° 1/4"=1'-0" 1/4"=1'-0" i2
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
ROOF ROOF
- — - - - — - — - — - — - 8 O" - — - g,-0" Designer.
ISAAC — RAE
��CJ f L 430 MAIN STREET
i7 LL ilL I 1�T1�i a u- GREENPORT, NY 11934
T.347-276-6093 E.clay@isaac-rae.com
I [�
EXPOSED RAFTERS Applicant of Record:
GUTTERS 8 t 1 1 1 IL!l t l l,1 I, Il.' 1 -' ABOVE OUTDOOR
_ LEADERS, L 1 1 r 1 ..11 l� �l_. r �f - �.1.1 SHOWER
ryP LOFT LOFT
T7`l 1 iiu j-, : tllLr 1 Jl L 7 8" - - —
`r tl 1 J 4 I` :- j1� 1. L 1., IJ 4-I-! r -�i1L 7,_8"
i rll f"r y^'Yj f[r 4ruYt 11 L_f J.LII ,I�"'j I`-IrI : ALASKAN YEOUTDOOR LLOW
�'1 I C 11 r it a l_ 111r iL l
OUTDOOR L T r TrJ T , 'J f I 5 - 1` DO L r IIJ 1 I 1 r y CEDAR VERTICAL
SHOWER I Ll I.-1-11i_• J J 1 I 1 II IT l f`JI CLADDING
Ell1 tl�r i_1 i�lrI,"J�Y 7Jim
l t7 114 .... . YI .r`��Cr ''�lrl�il;1 1 1 l IL �.I I I'..
GROUND :_4. - Li —�_:`--_ .....:. GROUND
—0 0^ 10. — — -o— — — — Q•-Q^
I.=1.="'="'= — — —II1=1I1=1I1=
—i I—III=III=III= = =I = =I =I =I i= =i = =I =I =I I= =1 1=1 1=1 -1 -1 -1 I-1 I -1 I I-1 I -1 I I-1 -1 -1 -1 -1 I -1 I i-1 I I-1
ALLDESIGNS AND OTHER DICC DISCLOSURES ISETFORTHHEREIN
MET` UNFOR EPRO YOUAGFE NOT LLC IN ACCEPTING TNLS
INFORMATION YOU AGREE NOT
TIDWI REPRODUCE OR CONSTRUCT T.IN WHOLE OR PART,
SAAORTIHF EXPLICR WflRTEN PERMISSION OF
ISAACAAE LLC
n GARAGE/POOL HOUSE ELEVATION SOUTH n GARAGE/POOL HOUSE ELEVATION WEST
Project:
ROOF ROOF 350 SKUNK LANE
18'-0" 18' 0" 350 SKUNK LANE,CUTCHOGUE,NY 11935
NEW 18"WESTERN Project No.:
RED CEDAR TAPER .t IR-02
r, I �r.71L f- SAWN SHINGLES, I 1.
�' J Seal/Signal—
PROPOSED
n IL,�11 ..JLJ I ASPHALT SHINGLES DORMER
1:_yet- W W W W 1, TO MATCH
L L / / / / X i f EXISTING HOUSE
-I JlL/l Jflul il --fatl JI
r'7u' II- J 17�._I L : `rilllif '"C"'j7�/l`I lj.. - LOFT - - I.,!''r. rr I -LOFT
r 4 ti f `ft1 ._I'_T`IL
I J 5 7; 7,_8„
r ?_ , j. tli S s r s a , s r {L.gj1 (LBj'
lI}�1 Jrla NEW 18' 4H POOL f= f u,�L D3 �I�`t�
PERFECTIONS FENCE,TYP. ]4 �f'f 1 �1. ll() g, 3976 A
D LII I L.i1 J WESTERN RED
CEDAR TAPER SAWN
-1 - SHINGLES IS 1/2'
I _L i. t„tl EXPOSURE),TYP.
Il I" I 1 LL)1. v,
GROUND - ii k ,r�„C I 1I, 1 • GROUND
01
-0. -_—_—_— — Q'-Q" Date: Scale:
1—I I I—I I I—I I _ _ _ _ _ _ _ _ _ _ _ I I—I I Drawing Title:
w GARAGE/POOLHOUSE&RELOCATED SHED
Ce EXTERIOR ELEVATIONS
o
N Drawing No.:
A-200
� GARAGE/POOL HOUSE ELEVATION NORTH ,�GARAGE/POOL HOUSE ELEVATION EAST
`m
NOTES
DRAWING ISSUE
N0. DATE ISSUED FOR
1
2
3 ov3vmzs souTHDLG Du LDIN G DeaAATMENr,PEvz
4 SOUTHOLDBULD'GDEPANTMENT.PEV3
6
7
- 8
9
10
11
12
DRAWING REVISIONS
21, 5" N0. DATE REVISION
1
3 6'-7' 14'-5" 2
A-400 3
4
5
l
ROOF 6
I a
I I 9
10
11
+ I I 12
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPUCATION SPECIFICATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
W ACCORDANCE WRH APPLICABLE CODES.
ILOFT
_ - - T6"
Designer:
I SAAC — RAE
, 430 MAIN STREET
L!— ==-_-.,�__ GREENPORT, NY11934
y --.. T.347-276-6093 E.clay@isaac-rae.com
'Ell �T r GROUND
Applicant of Record:
I I
L —.J
n GARAGE/POOL HOUSE SECTION 4
26'-5" 25'-1' 25'-1'
19'-6" 5'-7" 12'-7" 12'-7" 12.-7" 12'-7'
2 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
3 A-400 ARETHEPROPERTYOF LSAACRAELLC INACCEPRNGTHIS
INFORMATION YOU AGREE NOT
ROOF _ _ _ - _ _ - - _ ROOF _ _ _ I _ _ ROOF TO REPRODUCE OR CONSTRUCT R,IN WHOLE OR PART,
IS!-0" 18'-0" 18'-0" WITHOUT THE E(PUCR WRITTEN PERMISSION OF
ISAACRAE LUC
Project:
350 SKUNK LANE,CUTCHOGUE,NY 11935
i I1 C_�� oNo TT E�PEK 7
l SHED / Project NO.:
-uecoNDDNED ff
I R-02
1 LOFT _ LOFT
9 1 _ _ _ _ 1 LOFT Seat/Signature:
v' — i _ —
T-8" � � T-6' ■ T-8"
Ce
m •I-_ ¢ /i _-)_-----_-`_-.-.-.-------�'1-�\�(/{} ��_--__7 IourocaR SHDWER m II - , ' i
NA-N u ProP LE f` LCuXu< �YFlPEATE
E GROUND
THIN eBS uPM
ICK
I AO wuNE STO—E__ GROUND 41 Ef/ FL D
n
* <
vi
Q-
-13970 y0
_ _ _ _
III-1J1-1�1-1�1-1�1-1�1-1J1-1�I-1�1 1� 1�1-1�1-1�1— '11 '.:: '1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1=1�1-1�1-1�Ir- ; '.::. 1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1—
1-1 1-1 1—a 1-1 1-1 11-1 1—�— 1-1 1-1 11-1 —I I I I-1 1-1 1-1 —I 1-1 —I 1-1 1-1 1-1 11-1 1 I -1 — 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 11-1 11-1 11—=
J-I I—1 -1 I-1 -1 f I III-1 I I-1 -1 I-1 -1 I I-1 I I-1 -1 I- J —1 I I-1 I_III—III-111-11 I-1 I I—I I I—I I-1 I I-1 I-1 I I-1 I I
Date: Scale:
AS NOTEo
<Q Drawing Title:
O GARAGE/POOL HOUSE SECTION 3 GARAGE/POOL HOUSE SECTION 2 SCHEMATIC BUILDING SECTIONS-GARAGE
GARAGE/POOL HOUSE SECTION 1
Io1' LJ 1/4"=1'-0" POOL HOUSE
o_
m Drawing No.:
N
O
N
m A-300
NOTES
DRAWING ISSUE
—DATE ISSUED FOR
3
4
6
7
CEDAR ROOFING
WATERPROOFING
12
ROCKWOOL.ROOF DRAWING REVISIONS
INSULATION—-— - — -
NO. I DATE REVISION
ROOF BEAM
ROOF RAFTER 3
CEDAR ROOFING
WATERPROOFING
3M"CEDARSOFFIT I ROCKWOOL ROOF 7
INSULATION a
:::I:o II ROOF BEAM 11
12
ROOF RAFTER
WS APPLICATION"APPROVED
ONLY FOR WORK
WDI�WDONTHE APPUGAMGH SPECIFICATIONSHEEL ALL
""OWN ARE NOTMOE RELIED MKOR
3/4"CEDAR SOFFIT TO BE COWADERED 45 EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
kI
ISAAC - RAE
430 MAIN STREET
NEW WINDOW WINDOW CEDAR ROOFING GREENPORT, NY11934
SEE WINDOW SCHEDULE I I SEE WINDOW SCHEDULE T.347-276-6093 E.clay@isaac-rao.com
WATERPROOFING
ROCKWOOL R OOF
INSULATIONII
AppRomt of Record:
3f4"CEDAR SIDING 31r CEDAR SIDING ROOF RAFTER
WATERPROOFING,TYP I I WATERPROOFING,TYP
EXTERIOR SHEATHING EXTERIOR SHEATHING
2CLOSED CELL Z'CLOSED CELL GUTTER AT ROOF EDGE
RIGID INSULATION,TYP RIGID INSULATION,TYP x
Ll-z
ROCKWOOL INSULATION ROCKWOOL INSULATION
314'CEDAR SOFFIT
We CEDAR SIDING ALLESIGM-OM DI
SCLOSURES HEREIN
ARMPROPERWOFISAAGRAE11C INAoCEMNOZES
DIMRMlR0NY0UA4RMNaT
TO REPRODUCE OR OM;
WATERPROOFING,lyP —E1. Cr%.NGl WXOLEOR'
EXTERIOR DOOR INSULATED OVERHEAD I3AAGftpEU-o
SEE DOOR SCHEDULE
GARAGE DOOR
SEE DOOR SCHEDULE EXTERIOR SHEATHING
' OBED C9U- P.J..I:
RIGID INSULATION,IFYP
350 SKUNK LANE
ROCKWOOL INSULATION
350 SKUNK LANE,CUTCHOGUE,NY 11935
IR-02
SeEV SiTatum:
SST FLASHING
DA
PROTECTION BOARD PROTECTION BOARD
:6- PROTECTION BOARD Yc
B MOUS
ROOFING I 1=1 I EJ B[Tumaus
WATERFFTU BITUMOUS WATERPROOFING
WATERPROOFING
me
FOUNDATION WALL FOUNDATION WALL
FOUNDATION WALL 3117
I It a OF:14
SEESTRUCTURE -`=I ll=i I SEE STRUCTURE
SEE STRUCTURE
-Fil III�E I I Ef
I—III III- =-I I 1=i I
c — —6'..--1
III —1 1--1 i—,�. I
V FOUNDATION DRAIN I—III6"FOUNDATION DRAIN WFOUNDATION DRAINEOM Date: s4w.:
N—
IL A:
D-Artg Tlft
WALL SECTIONS
I I El I I—= I F�l I I�
I 1—=l I 1—=l I
A FpOL HOUSE SECTION 4-Calloul I A 1�00L HOUSE WALL SECTION 2 GARAGE/POD/POOLDra%Mng No,
�A,F
HOUSE TYPICAL WALL SECTION 1
�3
A-400