HomeMy WebLinkAbout52138-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 52138 Date: 07/31/2025
Permission is hereby granted to:
Kenneth Corrigan
PO BOX 809
Cutchogue, NY 11935
To:
legalize "as built" accessory pool house as applied for. Additional certification may be required.
Premises Located at:
21655 Route 25, Cutchogue, NY 11935
SCTM# 108.-3-10
Pursuant to application dated 05/30/2025 and approved by the Building Inspector.
To expire on 07/31/2027.
Contractors:
Required Inspections:
Fees:.
As Built Accessory Structure $483.00
COAccessory $100.00
Total S583.00
uilding 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 Hitt ://Wr . oa,ll10]dtOW12 r .)7 w
Date Received
APPLICATION FOR BUILDING PERMI�T
or Office Use Only
lJ U i
PERMIT NO. Building Inspecton—
MAY 3 0 2025
Applications and forms must be filled out in their entirety. Incomplete 0
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. Suilding t)PwIrfinent
Town Of Southold
Date:September 5th, 2024
OWNER(S)OF PROPERTY:
Name:Kenneth Corrigan SCTM #1000-108.-3-10
Project Address:21655 Main Road, Cutchogue, NY 11935
Phone#:(516) 380-3041 Email:kencorrigan66@gmail.com
Mailing Address:615 Mayflower Road, Mattituck, NY 11952
CONTACT PERSON:
Name:Jake LaChapelle AIA
Mailing Address:P.O. Box 1251, Mattituck, NY 11952
Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jake LaChapelle AIA
Mailing Address:P.O. Box 1251, Mattituck, NY 11952
Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure Additi0 CIA eration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 0a $
50,000
Will the lot be re-graded? Dyes @No Will excess fill be removed from premises? Dyes RNo
1
PROPERWIMFORMATION
Existing use of property single-family residential 1^ ^aed use of property=no change
-Lone or use district in which premises is situated: Are here any covenants and restrictions with respect to
R-8 this property? �lYes*No IF YES,PROVIDE A COPY.
M-Chock S 1- , N e arw+w/ nv*oeww/&-*ru wo*s *,m"owblo for a ,* i +w0w cow fir,
Qrpber 235 of the Totem Coda APPEJCATHM IS MFIIISIIfV MM*W the srdlwfs g oepartnw*tw the i wence afaft0ft Permit Pwouurt so the 7o-
Ordinance of die Tsar d 5owMold,ilk.Com",Meer y wt"d o*.ex sppf able to^or&mwim er Maguladoru,lice do aorr*udilon of b 8%*
addllorm aftwadom or for ner mml or dw MeS ion as helehl dew ed.The appriaat specs b l►v11A afappg0ibpa bu�rgmdrS
housing code and rzp*NM=and W admit nodiorieed inspectors an prunismaad In buMgN for new bapeomorm false stteaaatlsaeade herein are
pLmi*aik as a[lass A nisdwwww pumunt to section Z"of the Ina YawIrSmft aerml law ,
Application Submitted1101 'pnn )JJake LaChapelle AIA � ��� � t ao,wner
Signature of Apwpl nt Oahe: 2e25
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified In Suffolk County
COUNTY OF
Commission Expires April 14,2 n
J
Jake LaChapelle _-
being dal sworn deposes and says that(s)he is the applicant
(Nirne of individual signing contract)above named,
agent
(S)he is the
.r. .. �,,,
{ContraLtor,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 spanner set forth in the application file therewith.
Sworn before me this
� 6
b
day S
.,�...�. ..day of 20 a �-w ..�... Notary Putrlic.00�.
(Where the applicant is not the owner)
I Kenneth Corrigan residing at 615 Mayflower Road
Mattituck, DIY 11952 hereby authorize Jake LaChapelle to apply on
1ny behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Kenneth Corrigan
Print Owner's Name
}
GORRIGAIV
�j RESIDENCE
21655 MAIN ROAD DRAWING LIST S�J`� 21655 MAIN ROAD
CUTCHOGUE,NY 11953
CA1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &NOTES
CA2.00 NOTES
C U TC H O G U E, NY CABANA CA3.00 NAILING SCHEDULE &STRAPPING DETAILS
CA4.00 SITE PLAN
CA5.00 GROUND FLOOR PLAN
SCTM#-1000-108.-3-10 CA6.00 NORTH ELEVATION
D
nn NOTE: DO NOT SCALE FROM DRAWINGS
V
TAX MAP NO.1000-SOS:3-10
J U L 202 # ISSUE/REVISION DATE
.00 FILING UPDATE 07.15.2024
Town of
SYMBOLS REGULATORY NOTES ABBREVIATIONS DRAWN BY.I.LACHAPELLE
1. THIS APPLICATION FOR BUILDING PERMIT IS FILED WITH THE A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY:J.LACHAPELLE
LEVEL TOWN OF SOUTHOLD BUILDING DEPARTMENT, IV ALT ALTERNATE
NOTE:THIS IS AN 11"x 17"SHEET
THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE
AO WINDOW EL. +31'-3° HT HEIGHT P.O. x 251
Architecture PLLC
ape rc
�—ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER H.P. HIGH POINT LaChlle A
2O DOOR YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF P.O. rc NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE, C/C CENTER TO CENTER MECH. MECHANICAL Ma ,
SHEET NUMBER 1 1 11952
1O PARTITION TYPE 1 ELEVATION NUMBER 3. REFERENCE HEREIN TO'BC'SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT CLG CEILING MTL METAL (646)251-5058 jake@lachapellearchitecture.com
A6
THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED
CONT. CONTINUOUS
4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN
A3 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3.
ED RRC
A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM. DIMENSION
(UNPROTECTED WOOD FRAME)UNDER BC TABLES 601 AND 602. DIA. DIAMETER SIM. SIMILAR
DISC. DISCONTINUOUS S.S. STAINLESS STEEL
6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL
_j HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES,
N,A
AND REGULATIONS. ELEC, ELECTRIC TYP. TYPICAL 9j osss�
STAIR DIRECTION LABELS ENG. ENGINEER Or
00 EQ. EQUAL V.I.F. VERIFY IN FIELD
UP DN INSPECTIONS EXIST. EXISTING
W/ WITH
FL FLOOR WRB WEATHER RESISTIVE BARRIER
SC SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE Wp• WOOD
REQUIREMENTS OF BCNYS 1704&1705. " "1 um lTll -IT ff H-T.K0
SMOKE AND CO DETECTORS SHALL COMPLY
WITH UL 268,7th ADDITION FOOTING SCOPE O F WORK DRAWING LIST,
FOUNDATION ABBREVIATIONS,
MATCH LINE FRAMING, TIE-DOWN/STRAPPING AND PLUMBING THE GENERAL INTENT OF THE WORK IS TO OBTAIN A CERTIFICATE OF SYMBOLS, & NOTES
CENTER LINE PERIMETER INSULATION OCCUPANCY FOR A POOL HOUSE/CABANA. NO CHANGE OF USE OR
ROUGH ELECTRIC OCCUPANCY IS PROPOSED. SHEET NO:
BREAK LINE INSULATION AND CAULKING
ENERGY CODE COMPLIANCE 0 Al
Ig
FINAL L;A.Lw00
SHEET 1 OF 6
GENERAL NOTES GENERAL NOTES GENERAL NOTES CORRIGAN
1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 14. PRIOR TO COMMENCING OPERATIONS ON SITE THE RESIDENCE
ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF TAPED, PRIMED, AND PAINTED GWB IS ALLOWED UNDER BC 803 CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT 21655 MAIN ROAD
DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS CUTCHOGUE,NY 11953
PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. ADDITIONALLY INSURED:
PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS KENNETH CORRIGAN
FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL OCCUPANCY R-3. LACHAPELLE ARCHITECTURE PLLC
WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY
SYSTEMATIC MANNER. ALL WORK PERFORMED BY THE 8. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE KIND UNTIL THE ABOVE IS PROVIDED.
CONTRACTOR SHALL CONFORM TO APPLICABLE CODES, PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1133.8 AND
REGULATIONS,AND INDUSTRY STANDARDS. CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED 15. LACHAPELLE ARCHITECTURE PLLC HAS BEEN RETAINED BY THE
IN CONFORMANCE WITH 'EXISTING BUILDING CODE'SECTION 804, OWNER TO PERFORM (1) SITE VISIT DURING CONSTRUCTION
2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE IF NOT ALREADY PRESENT IN THE BUILDING. PHASE ONLY, SOLELY TO IDENTIFY SUBSTANTIAL DEVIATIONS
BUILDING CODES,ALL WORK MUST CONFORM TO FIRE FROM THE CONTRACT DOCUMENTS. LACHAPELLE ARCHITECTURE
DEPARTMENT REGULATIONS, UTILITY COMPANY 9. CONTRACTOR TO SCHEDULE AND PROVIDE ACCES REQUIRED PLLC IS NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THE
REQUIREMENTS, AND BEST TRADE PRACTICES. FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND CONSTRUCTION DOCUMENTS DURING CONSTRUCTION PHASE, TAX MAP NO.1000-1DS.3-10
EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRTING BY THE INCLUDING MAKING MODIFICATIONS AS MAY BE NECESSARY
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE INSPECTOR. DURING THE CONSTRUCTION PHASE. LACHAPELLE ARCHITECTURE ISSUE/REVISION DATE
FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY IS NO LONGER LIABLE FOR WORK WHERE CHANGES HAVE BEEN DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS 10. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT MADE TO THE WORK SUBSEQUENT TO PREPARATION OF THESE oo FILING AMENDMENT 05.30.2024
TO THE ARCHITECT. RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND DOCUMENTS.
INSURANCE REQUIREMENTS. '
4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD 16. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF
VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA 11. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE ALL AREAS OF THE WORK THROUGHOUT OPERATIONS. THE
CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION BUILDING SERVICES WITHOUT WRITTEN REQUEST-0 THE OWNER CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS DRAWN BY:J.LACHAPELLE
ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION AND RECEIPT OF WRITTEN CONSENT. ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A CHECKED BY:J.LACHAPELLE
EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO
NOTE:THIS ISAN x 17'SHEET
RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM 12. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE OVERSEE AND ADVISE ON THE WORK. DRAWINGS MAY BE
PRINTED NOT roSCALE
THOSE SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS
DISCREPANCIES AS THEY ARISE. AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY
AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. LaChapelle Architecture PLLC
5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY P.O.Box 1251
FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 13, CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN Mattituck,NY 11952
SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE ADVANCE TO PROVIDE FOUNDATION SURVEY AS SDON AS FOLLOW PRESCRIBED (646)251-5058 jake@lachapellearchitecture.com
DRAWINGS. CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING NAILING FOR HTS24 BY
6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES DEPARTMENT. SIMPSON(OR SIM.)°�
WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. E_gED qR
c,`G' �LACNq�C'�'i
PLUMBING RISER DIAGRAM
CONFIRM PROVISION OF
i STRAPPING AT EACH APPLY MATTE BLACK
CORNER AND EACH POST IN PROTECTIVE ENAMEL
POWDER gqR CONFORMANCE W STRAPS PRIOR TO BY RUSTOLEUM TO �Or
STRAPPING SHEET CA3 OR INSTALLATION, FOR
-----------------+-------------- THIS DETAIL
VISUAL CONSISTENCY
FOLLOW PRESCRIBED
LAY TOILET SINK
NAILING FOR LSTA BY
' SIMPSON(OR SIM.) 11- All
I
GROUND NOTES
(2)S.S.a"BOLT/EPDXY
ANCHORS,MIN 6"EMBED
® SHEET NO:
STRAPPING DETAIL, TYP.
To HOUSE 1 SCALE: 1" = 1'-0" A 21
SHEET 2 OF 5
CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS CORRIGAN
1. ALL WORK SHALL CONFORM TO THE AF &PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING(5) 10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL RESIDENCE
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE(8) 8d COMMON NAILS IN EACH END OF 14" 20 GA. 21655 MAIN ROAD
2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT CUTCHOGUE,NY 11953
LIVE LOAD: PER TABLES R301.5 & R301.6 3. USE 6d NAILS @ 12" O.C. FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND
DEAD LOAD: PER R301.4 8d NAILS @ 4" O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/
SNOW LOAD: 20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME
WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM)FOR 120 MPH FASTEST WIND
PER R301.2.1.4&FIG._R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED
CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST
LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP
1ST FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP
ROOF 20 PSF 15 PSF L/360 RIDGE STRAP EACH END 2 EACH END
BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END
FOUNDATIONS & FOOTINGS RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF
1. ASSUMED SOIL BEARING CAPACITY = 1,500 PSF
ASSEMBLY TAX MAP NO.1000-10S.3.10
2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE WALL FRAMING
THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT ISSUE/REVISION DATE
3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-15d EACH SIDE .00 FILING SET 09.15.2024
CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE STUD TO STUD FACE-NAIL 2-16d 24" O.C.
WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. HEADER TO HEADER FACE-NAIL 16d 16" O.C.
FRAMING TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4
3-16d PER 2x6
1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 4-15d PER 2x8
STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST DRAWN BY:1.LACHAPELLE
2. SHEATHING TO BEAPA-RATED, EXPOSURE 1 FLOOR CHECKED BY:J.LACHAPELLE
BAND JOIST, END JOIST, OR ASSEMBLY
3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMB0ARD' BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN 11.x 17"SHEET
WHERE INDICATED DRAWINGS MAY BE PRINTED NOT TO SCALE
4, AT HEADERS OVER 6' PROVIDE DOUBLED FULL-HEIGHT STUDS FLOOR FRAMING
AT EACH END;AT HEADERS OVER 9' PROVIDE TRIPLED JOIST TO SILL, TOP PLATE LaChapelle Architecture PLLC
FULL-HEIGHT STUDS TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251
5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952
6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BLOCKING TO JOIST TOE-NAIL 2-8d EACH END
STAIRS, ETC. BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK (646)251 5058 jake@lachapellearchitecture.com
7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST CLIMATIC & GEOGRAPHIC
RAFTERS AT MAX.8'-0 PROVIDE 2" SPACE FOR AIR JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST
CIRCULATION AT ROOF BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST
8. PROVIDE 2x6 STUD FRAMING, TYPICAL BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT ,ED ARC
CRITERIA .� �,A HgA�ti%�
ROOF SHEATHING ' ��
ENGINEERED WOOD GROUND SNOW LOAD 20 PSF FIG STRUCTURAL PANELS 8d TABLE 3.8 . R301.2(5)B ti',
CA
..
1. ENGINEERED WOOD PRODUCTS SPECIFIED IN THESE DRAWINGS WIND SPEED(ULTIMATE DESIGN) 130 MPH FIG. R301.2(5) -
DIAGONAL BOARD SHEATHING:
ARE WEYERHAUESER: SEISMIC DESIGN CATEGORY B FIG. R301.2(2) __
1"x6" OR 1"x8" 2-8d PER RAFTER '
2.0E MICROLLAM LVL BEAMS AND HEADERS (Fb = 2600 psi) WINTER DESIGN TEMP 11' F TABLE N1101.2 u� �'
2.0E PARALLAM PSL BEAMS AND HEADERS (Fb = 2900 psi) 1"x10"OR WIDER 3-8d PER RAFTER FLOOD ZONE N/A FEMA FIRMETTE S"j 03393fl
1.8E PARALLAM PSL COLUMNS (Fb = 2400 psi) CEILING SHEATHING FROST LINE DEPTH 36" OF NE`�l�
CONTRACTOR MAY SUSBTITUTE EQUAL PRODUCT BY ALTERNATE GYPSUM WALLBOARD COOLERS 5d 7" EDGE WEATHERING PROBABILITY SEVERE FIG. R301.2(X)
MANUFACTURER WITH WRITTEN REQUEST TO ARCHITECT 10" FIELD TERMITE PROBABILITY MODERATE
2(7)R301.
2. TO INDICATE THE USE OF WALL SHEATHING TO HEAVY FIG. ,"....."„n.......�,,
ENGINEERED WOOD IN THIS WORK STRUCTURAL PANELS 8d TABLE 3.9
PLEASE AFFIX A PLACARD OR DECAL AT FIBERBOARD PANELS ROOF SHEATHING R E '
EXTERIOR ELECTRIC METER BOX IN A 7/16",25/32" 8d 3"EDGE QS NAILING SCHEDULE&
LOCATION LIKELY TO BE SEEN BY FIRST 6" FIELD
RESPONDERS AND APPROVED BY PARTICAL BOARD 8d TABLE 3.9 @ PANEL EDGES @ INTERMEDIATE SUPPORTS STRAPPING DETAILS
LOCAL AUTHORITY, IN ACCORDANCE 4' PERIMETER EDGE ZONE
WITH SECTION 1265 OF TITLE 19, NYS. FLOOR SHEATHING 8d COMMON @ 6" O.C. 8d COMMON @ 6"O.C.
STRUCTURAL PANELS <1" 8d 6" EDGE INTERIOR ZONE SHEET NO:
COLOR: REFLECTIVE RED PANTONE PMS 12" FIELD 8d COMMON @ 6"O.C. 8d COMMON @ 12" O.C.
#187, REFLECTIVE WHITE BACKGROUND STRUCTURAL PANELS >1" 10d 6" EDGE GABLE ENDWALL RAKE & RAKE TRUSS
STROKE: 0o"'
z" 12" FIELD 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. ■
SHEET 3 OF 5
SCTM:1000-108.-3-10 THIS DATA IS NOT TO BE RELIED UPON WITHOUT FURTHER CORRIGAN
ZONE:R-80 SURVEYAND CONFIRMATION
CODE EXISTING PROPOSED COMMENTS REFERENCE RESIDENCE
LOT INFORMATION:
LOT AREA(SF) 80,000 42,575 NO CHANGE NONCONFORMING §280 ATT.3:1 21655 MAIN ROAD
LOT WIDTH (FT) 175 165 NO CHANGE NONCONFORMING CUTCHOGUE,NY 11953
LOT LENGTH (FT) 250 250.58 NO CHANGE CONFORMS '•�,r N
EXISTING HOUSE AREA(SF) -- 2,213 NO CHANGE -- 2y0 t. % 0-
EXIST.REAR ADDITION SF -- 376 NO CHANGE -- �•� �,
POOL SF -- 710 NO CHANGE
CABANA SF -- 200 NO CHANGE -- 9rOi`L� i
TOTAL COVERAGE SF 3,499 NO CHANGE 8,515 ALLOWED* 0
20% 8.22% NO CHANGE CONFORMS §280-124
SETBACKS: r
FRONT YARD FT 50 61 NO CHANGE CONFORMS §280-124
SIDE YARD F 20 36 NO CHANGE CONFORMS §280-124 o0
BOTH SIDE YARDS F 40 92 NO CHANGE CONFORMS §280-124
REAR YARD F 60 74.4 NO CHANGE CONFORMS §280-124 �,� TAX MAP NO,1000-108:3-10
i'
# ISSUE/REVISION DATE
*GROSS SQUARE FOOT LIMIT PER §280-207 ALSO
APPLIES: �•� 'I�j� .00 FILING SET 09.15.2024
"LOTS UP TO 80,000 SQUARE FEET OF LOT AREA:5,100
SQUARE FEET PLUS 5%OF THE LOT AREA IN EXCESS
OF 40,000 SQUARE FEET UP TO A TOTAL OF 7,100 SWIMMING POOL �•
SQUARE FEET MAXIMUM." �,�'� PATIO (APPROXIMAT)
SO 5,100 SF + (2,575 x 5%) = 5,228.75 GSF ALLOWED
REAR ADDITION DRAWN BY:J.LACHAPELLE
r UNDER SEPARATE
CHECKED 8Y:J.LACHAPELLE
APPLICATION
ACCESSORY CABANA AND POOL ARE �,i (~376 SF) ���:L JJ NOTE:THIS IS ANi1"x17"SHEET
EXCLUDED FROM GSF CALCULATION,SO O �' Ors DRAWINGS MAY BE PRINTED NOT TO SCALE
THERE'S APPROXIMATELY 2,589 GSF y0 r / PQP�
EXISTING. --> OK '�
<'� LaChapelle Architecture PLLC
j/ P.O.Box 1251
ALL STRUCTURES COMPLY WITH §280-208 j� j 9.00 Lo Mattituck,NY 11952
SKY PLANES // j °o� r (646)251-5058 Iake@lachapellearchitecture.com
/SINGLE FAMILY �5� •� f r'r
YEAR-ROUND ' 61'�116 SEE FLOOR
o%` RESIDENCE PLAN CA5
(-2,213 SF) ��c m -o� �o ' r'r r FZED AR
POOL PUMP, FILTER
POOL HOUSE CABANA _
rn g1' r'' PERGOLA c!'�
I' 9J 033930 OQ
s r'r ' ��F NE`N4` r.
r,
r,
RIGHT ' ''r,� ' :
0 � ���E�na�°�TM`I I:�`,;;o
OF WAY r,r25y? o,Ew , :;ewE.a�E of >Ea° nE
DATA IS OBTAINED FROM SURVEY BY VAN TUYL&SON `� �• r� PROJECT
�
DATED 6/4/1971 AUGMENTED BY GOGGLE EARTH 3 3° NORTH
ROUGH DIMENSIONS EXTRACTED BY LACHAPELLE `� ' r r c�6'�°2 (21.45°) SITE PLAN
ARCHITECTURE PLLC-THIS DOCUMENT IS NOT TO BE
RELIED UPON FOR SITE ACTIVITIES WITHOUT Y
CONTRACTOR'S SURVEY FOR CONFIRMATION �
� ,�'' TRUE SHEET N0:
SITE PLAN �'00.00
NORTH
O SCALE: 1/32" = 1'-0" '00 y°2 C;A 4' ■
SHEET 4 OF 5
CORRIGAN
RESIDENCE
21655 MAIN ROAD
CUTCHOGUE,NY 11953
OPEN COUNTER AREA ENTRY DOOR 24"w x 36"h D.H.WINDOW
16-5" 58"w x 68"h
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