HomeMy WebLinkAbout52797-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#: 52797 D ate: 03/30/202C
Permission is hereby granted to:
Joseph Bruno
368 Abbey Rd
Manhasset, NY 11030
To
Legalize as-built finished basement at existing single-family dwelling as applied for.
Additional certification may be required.
Premises Located at:
5765 Bergen Ave, Mattituck, NY 11952
SCTM# 111-2-14
Pursuant to application dated 01/08/2026 and approved by the Building Inspector.
To expire on 0 /29/2028.
Contractors:
Required Inspections:
Fees:
As guilt Alteration $882.00
CO Single Family Dwelling-Addition /Alteration $100.00
ryry
T to 982.00
Building Inspector
TU�"VN OF SODT �J H LD—�BUILDING DEPARTMENT
r.
,
"� ry Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
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Telephone (631) 765-1802 Fax (631) 765-95 02 „tt�� : w s u�th,o ,tin
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Date Received
I APPLICATION
BUILDING
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For Office Use Only Q
,
n
PERMIT NO. Building Inspector.,,
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Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. .:
Date:2026.01.06
OWNER(S)OF PROPERTY:
Name:Jose h & Marianna Bruno SCTM#1000-113.-2-14
Project Address:5765 Bergen Avenue, Maftituck, 11952
...............................
Phone#:(718) 938-16ou Emaii:jbruno26@aol.com
Mailing Address: 368 Abbey Road, Manhasset, NY 11030
CONTACT PERSON:
Name: Jake LaChapelle AIA
Mailing Address: P.C . Box 1251, Mattituck, NY 11952
Phone#: (646) 251-5058 Email: jake@lachapellearchitecture.com
DESIGN PROFESSIONAL INFORMATION:
Name: Jake LaChapelle AIA
Mailing Address: P. J. Box 1251, Maftituck, NY 11952
Phone#: (646) 251-5058 Email: jake@lachapellearchitecture.com
CONTRACTOR INFORMATION:
Name: -
Mailing Address:
Phone#: Email:
CONSTRUCTION
OF PROPOSED DESCRIPTION
❑New Structu ❑Addition Alt t a it `Demolition Estimated Cost of Project:
100000
CIother
Will the lot be re-graded? ❑Yes IR No Will excess fill be removed from premises? ❑Yes ii No
1
....................................................
PROPERTY INFORMATION
Existing use of property: single-family residential Intended use of Property: no Change
Zone or use district in which premises is situated,: Are there any covenants and restrictions with respect to
R-40 this property? MYes No IF YES,, PROVIDE A COPY.
Check 131ox Aftebir 111eiadling: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
I Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Tom of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,,
additions,alterations or for removal or dernolltion 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 but dings)for necessary lnspectlons.False statements made herein am
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(pqn, Me *Jake LaChapelle AIA ®Authorized ElOwn er
Signature of 20-0 Date:
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: N o.a BU6185050
Qualified In Suffolk County
COUNTY OF commission Expires April 14,2 UO
being duly sworn,deposes and says that(s)he 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
ay of >A' 20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Joseph Bru no residing at 368 Abbey R oad, Ma nhasset,
NY 11030 do hereby authorize Jake L aChapelle to apply on
my behalf to the Town of'Southold Building Department for approval as described herein.
January 7, 2026
wner s Signa"6 re Date
Joseph Bruno
Print Owner's Name
2
..............................
" A` ACERTIFIED TO:DYLAN LEVY.
URVEY W GLOBAL SERVE TITLE AGENCY M
C177ZENS BANK N.A.
Lora
MAP OF JOB Ito.2 4-23
ROSEWOOD ESTATES No.:5240 # r ,+ :��
FILED.-J UARY 24,1969 .,��, N A/
SITUA TE A T
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ADD ADJ.WELLS/SAN.6/0412004 ,
MA TTITUCK REY PROP.DWELL LOC.6118104
TOWN OF SOUTHOLD FOUNDATION LOC.7130104 s
SUFFOLK COUNTY,NEW YORK FINAL 11/17/04
REV CERTS 4129105
S.C.T.M.DIST 1000 SEC.113 BLK.02 LOT 14 REV.TOWN 5117105
n
UPDATE 6/9/05 • °"' .;,��01
UPDATE SURVEY..-2/13/17
20 10 0 20 40 60 80 100 12,0 140 160 180 PLOT PROPOSED POOL:2115117 � ••
SCALE:1"=40' DATE:APRIL 8,2004
LICENSE NO�050363
LOT AREA:20,502 SQ.F7:=0.471 ACRE HANDS
ON� �,�►
CURRENT ZONING:R-40, YOING
26 SILVER BROOK DRIVE
SETBACKS AS PER SS 280-124 FLANDERS,NEWYORK
ALLOWABLE LOT COVERAGE.4,100 SQ.FT.=20% 11901
TEL:(631-369-8312-FAQ9L.
31)-a�6°83'13
EXISTING LOT COVERAGE:2,267 SQ.FT.=11.1%
MARTIN D.HANS z
PROPOSED ADDITIONAL LOT COVERAGE:576 SQ.FT. COPIES OF THIS SURVEY MAP,EITH PAPER OR ELECTRONIC,NOTBE4RING
THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
TOTAL PROPOSED LOT COVERAGE.2,843 SQ.FT.=13.9% CONSIDERED TO BE VAUD COPY AND SHALL NOT B:USED FOR ANY PURPOSE.
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DRAWING LIST 13�� J� 5765 BERGEN AVENUE
` MATTITUCK,NY 11952
A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, & NOTES
5765 BERGEN AVEN .UE I
A2.00 NOTES
A3.00 ENERGY CODE COMPLIANCE
M ATT I T U C K, _ COMPLY WITH ALL CODES OF A4.00 NAILING SCHEDULE &STRAPPING DETAILS
CCUPANCY OR NEW YORK STATE&TOWN CODES A5.00 SITE PLAN
aX7 ,
YO I gTED - AS REQUIRED AND CONDITIONS OF A6.00 BASEMENT PLAN
DATE• B.P.# �� USE IS UNLAWFUL U1HOlDTOWNZBA A7.00 GROUND FLOOR PLAN
.FEE - BY WITHOUT CERTIFICATE SOUiHOtDTo�uPIANNINGBOARo AB.°° DETAILS
NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY SOUT MTOMTRUSTEES NOTE: DO NOT SCALE FROM DRAWINGS
631-765-1802 8AM TO 4PM FOR THE KY.&DEC TAX MAP 140.1006.113:2-14 T
FOLLOWING INSPECTIONS: sUTN�y� # IS8U �REVISION DATE 1. FOUNDATION-TWO REQUIRED al
Addition
FOR POURED CONCRETE Certification 2. ROUGH-FRAMING&PLUMBING oo �ILINGSET 12.30.2025aired.
3. INSULATION May Be ReQ 1LUMM RlpMED
4. FINAL-CONSTRUCTION MUST BE CO L fE
REQU RAM N N s 0 ;CD THE REGULATORY NOTES ABBREVIATIONS .DRAWN�Y:.;_LACHAFELL .
YORK STATE. NOT RESPONSIBLE FOR 1. THIS APPLICATION FOR BUILDING PERMIT IS FILED WITH THE A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD griECHEDsY:i-LACHAPELLE
DESIGN ORCONSTRUCTQNERROR,$—LEVEL TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE NOTE:THIS IS AN1Vx'zi"SHEET .
CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE ... `
AO WINDOW OLTHIRD FLOOREL. +31'-3° HT HEIGHT
�—ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2025 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER LaChapelle Architecture-PLLC-
ODOOR YORK STATE AND THE 2025 ENERGY CONSERVATION CODE OF P.O.Box 1251
NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL Mattituck,NY 11952
1 ELEVATION NUMBER CLG CEILING MTL METAL (646)251-5058 jake@lachapellearchitecture.com
1O PARTITION TYPE A6 SHEET NUMBER 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN CIVIL) CONCRETE MASONRY UNIT
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 �zc D
A3 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. 5�� ,P Rc�`vj
A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER C7� ��Ac Hq
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 a
6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL
_ J HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, NET 03393fl �0
AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL FOF NEB
STAIR DIRECTION LABELS ENG. ENGINEER
EQ. EQUAL V.I.F. VERIFY IN FIELD
00
INSPECTIONS EXIST. EXISTING
UP DN W/ WITH
FL FLOOR WRB WEATHER RESISTIVE BARRIER
SC SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE WD. WOOD °°`a^°° "m" "°°°°" aF°M^�°°°^ `ttm'
mnEnrumccwmrour 0v m .0RMR =PLMN mE°ruP=n
REQUIREMENTS OF BCNYS 1704&1705.
SMOKE AND CO DETECTORS SHALL COMPLY SCOPE O F WORK DRAINING LIST,
WITH UL 268,7th ADDITION FRAMING ABBREVIATIONS,
PERIMETER INSULATION
MATCH LINE ROUGH ELECTRIC THE GENERAL INTENT OF THE WORK IS TO BUILD A NEW FIRE-RATED SYMBOLS, & NOTES
CENTER LINE INSULATION AND CAULKING ENCLOSURE WITHIN THE GARAGE IN ORDER.TO PROVIDE MEANS OF
ENERGY CODE COMPLIANCE EGRESS FOR A NEW HABITABLE BASEMENT AREA AND ADDRESS SHEET NO:
BREAK LINE FINAL EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. NO CHANGE OF USE
OR OCCUPANCY IS PROPOSED. A:lm00
SHEET 1 OF S
GENERAL NOTES GENERAL NOTES GENERAL NOTES BRUNO
RESIDENCE
1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. THE MODIFICATIONS TO THE HOUSE INCLUDED HEREIN MAKE 14. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE
ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF THIS A LEVEL 2 ALTERATION UNDER EXISTING BUILDING CODE BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER 5765 BERGEN AVENUE
DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL (EBC) CHAPTER 6. REQUIREMENTS OF EBC CHAPTER 7 AND 8 AND RECEIPT OF WRITTEN CONSENT. MATTITUCK,NY 11952
PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY APPLY AS A RESULT.CONTRACTOR SHALL CAREFULLY OBSERVE
PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE THE REQUIREMENTS OF SECTION 806. 15. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE
FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS
WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A 8. STRUCTURAL OBSERVATION IS NOT REQUIRED UNDER BC 1704.6 AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY
SYSTEMATIC MANNER.ALL WORK PERFORMED BY THE BECAUSE THE BUILDING IS NOT IN THE INDICATED RISK AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED.
CONTRACTOR SHALL CONFORM TO APPLICABLE CODES; CATEGORIES AND NOT A HIGH-RISE BUILDING.
REGULATIONS,AND INDUSTRY STANDARDS. 16. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IF
9. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. THEIR SERVICES BECOME NECESSARY.
2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803
BUILDING CODES,ALL WORK MUST CONFORM TO FIRE AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD 17. PRIOR TO COMMENCING OPERATIONS ON SITE THE
DEPARTMENT REGULATIONS, UTILITY COMPANY INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT
REQUIREMENTS,AND BEST TRADE PRACTICES. THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS TAX MAP NO.1000.113:2.14
OCCUPANCY R-3. ADDITIONALLY INSURED: # ISSUE/REVISION DATE
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE JOSEPH &MARIANNA BRUNO
FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY 10. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE LACHAPELLE ARCHITECTURE PLLC .00 FILING SET 12.30.2025
DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY
TO THE ARCHITECT. CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED KIND UNTIL THE ABOVE IS PROVIDED.
IN CONFORMANCE WITH 'EXISTING BUILDING CODE' SECTION 804,
4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD IF NOT ALREADY PRESENT IN THE BUILDING. 18. LACHAPELLE ARCHITECTURE PLLC HAS BEEN RETAINED BY THE
VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA OWNER TO PERFORM (1) SITE VISIT DURING CONSTRUCTION
CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION 11. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED PHASE ONLY, SOLELY TO IDENTIFY SUBSTANTIAL DEVIATIONS DRAWN BY:1.LACHAPELLE
ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND FROM THE CONTRACT DOCUMENTS. LACHAPELLE ARCHITECTURE CHECKED BY:J.LACHAPELLE
EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE PLLC IS NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THE NOTE:THIS IS ANIIxx17"SHEET
RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM INSPECTOR. CONSTRUCTION DOCUMENTS DURING CONSTRUCTION PHASE, DRAWINGS MAY BE PRINTED NOT TO SCALE
THOSE SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF INCLUDING MAKING MODIFICATIONS AS MAY BE NECESSARY
DISCREPANCIES AS THEY ARISE. 12. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT DURING THE CONSTRUCTION PHASE. LACHAPELLE ARCHITECTURE LaChapelle Architecture PLLC
RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)•AND IS NO LONGER LIABLE FOR WORK WHERE CHANGES HAVE BEEN P.O.Box 1251
5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY INSURANCE REQUIREMENTS. MADE TO THE WORK SUBSEQUENT TO PREPARATION OF THESE Mattituck,NY 11952
FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK DOCUMENTS. (646)251-5058 fake@lachapellearchitecture.com
SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE 13. CONTRACTOR SHALL OBSERVE ALL LOCAL, STATE,AND FEDERAL
DRAWINGS. REGULATIONS CONCERNING THE REMOVAL,TRANSPORT, 19. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF
DISPOSAL,AND ALL OTHER ASPECTS OF HAZARDOUS MATERIALS. ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE
6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES THIS INCLUDES BUT IS NOT LIMITED TO REGULATIONS CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS
WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. PROMULGATED BY NY STATE DEPARTMENT OF HEALTH, NY STATE ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A ��RiD ARC
DEPARTMENT OF LABOR, NY STATE DEPARTMENT OF LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO ��\_ACHgA�y�j�
ENVIRONMENTAL PROTECTION,AND U.S. ENVIRONMENTAL OVERSEE AND ADVISE ON THE WORK. A <<1
PROTECTION AGENCY,AND U.S. OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION. CONTRACTOR SHALL ADDITIONALLY = ,
OBSERVE ALL OBLIGATIONS WITH REGARD TO WORKER TRAINING, r
WORKPLACE SAFETY,AND PROTECTION OF PUBLIC HEALTH AND
SAFETY. 9j 03 °
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SHEET NO:
A2mOO
SHEET 2 OF 8
DOOR SCHEDULE, ENERGY CODE COMPLIANCE BRUNO
U-FACTOR/R-VALUE SHGC RESIDENCE
ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED 5765 BERGEN AVENUE
MATTITUCK,NY 11952
ENTRY DOOR,GROUND THERMA-TRU SMOOTH STAR 36"x 80" ENTRY, DEADBOLT RHR, S.0 COMPOSITE, HVHZ IMPACT-RES. 1 0.27 0.27(PASS) 0.40 0.28(PASS)
GARAGE DOOR,GROUND THERMA TRU SMOOTH STAR 36"x 80" ENTRY, DEADBOLT RHR, S.0 COMPOSITE, HVHZ IMPACT-RES. 1 0.27 0.27(PASS) 0.40 0.28(PASS)
1 NOM.6"PARTITION 5.5"MINERAL WOOL - 30 30(PASS)
ENERGY NOTES DOOR NOTES
1. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R502 1. INTEGRATE NEW DOORS INTO EXISTING SECURITY AND ACCESS
FOR ADDITIONS WHERE APPLICABLE,AND TO ECCNYS R503 SYSTEMS PER OWNER'S DIRECTION. TAX MAP NO.1000-113:2-14
REQUIREMENTS FOR ALTERATIONS WHERE APPLICABLE. n ISSUE/REVISION DATE
2. PROVIDE TEMPERED GLAZING AT DOORS.
2. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER .00 FILING SET 12.30.2025
WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF ASSEMBLY 3. PROVIDE DOOR SUBMITTAL TO OWNER FOR REVIEW PRIOR TO
MUST ACHIEVE R-49. PROPOSED ASSEMBLIES EXCEED THIS; SEE PURCHASE.
COMPLIANCE CHART AT BOTTOM OF THIS SHEET.
4. DOORS 1 AND 2 TO BE 1-HR RATED. -
3. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING, WALL, OR
FLOOR CAVITIES EXPOSED DURING CONSTRUCTION OF AN DRAWN BY:1.LACHAPELLE
ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE CHECKED BY:J.LACHAPELLE
ECCNYS, PROVIDED THAT THE EXPOSED CAVITIES ARE FILLED w/ NOTE:THIS IS ANu"x17"SHEET
INSULATION. DRAWINGS MAYBE PRINTED NOT TO SCALE
4. REFER TO TABULAR ANALYSIS ABOVE FOR COMPLIANCE OF LaChapelle Architecture PLLC
ASSEMBLIES w/ECCNYS. P.O.Box 1251
5. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST Mattituck,NY 11952
CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN (646)251-5058 jake@lachapellearchitecture.com
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ENERGY CODE
COMPLIANCE
SHEET NO:
A3mOO
SHEET 3 OF 8
CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS BRUNO
RESIDENCE
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
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE(8)8d COMMON NAILS IN EACH END OF 14" 20 GA. 5765 BERGEN AVENUE
2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT MATTITUCK,NY 11952
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 33b 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
2ND FLOOR 40 PSF 12 PSF L/360 RIDGE STRAP EACH END 2 EACH END
ROOF 20 PSF 15 PSF L/360 BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END
RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF
TAX MAP NO.1000113:2.14
FOUNDATIONS &FOOTINGS ASSEMBLY
1. ASSUMED SOIL BEARING CAPACITY = 1,500 PSF WALL FRAMING # ISSUE/REVISION DATE
2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT
THROUGHOUT TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET 12.30.2025
3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE STUD TO STUD FACE-NAIL 2-16d 24" O.C.
CONFIRMED TO BE FULLY INORGANIC; EXCAVATE AND REPLACE HEADER TO HEADER FACE-NAIL 16d 16" O.C.
WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4
4. PROVIDE STEEL REINFORCING PER R403 AND R404 3-16d PER 2x6
4-16d PER 2x8 DRAWN BY:1.LACHAPELLE
FRAMING BOTTOM PLATE TO FLOOR JOIST FLOOR
1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED CHECNEDBY:J.LACHAPELLE
BAND JOIST, END JOIST, OR ASSEMBLY .
STRUCTURAL GRADE NO. 2 OR BETTER BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN II"x17"SHEET
2. SHEATHING TO BE APA-RATED, EXPOSURE 1 DRAWINGS MAY BE PRINTED NOT TO SCALE
3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1 FLOOR FRAMING
4. AT HEADERS OVER 6' PROVIDE DOUBLED FULL-HEIGHT STUDS JOIST TO SILL, TOP PLATE LaChapelle Architecture PLLC
AT EACH END;AT HEADERS OVER 9' PROVIDE TRIPLED TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251
FULL-HEIGHT STUDS BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952
5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED BLOCKING TO JOIST TOE-NAIL 2-8d EACH END (646)251-5058 jake@lachapellearchitecture.com
6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK
STAIRS, ETC. LEDGE STRIP BEAM FACE-NAIL 3- d EACH JOIST CLIMATIC & GEOGRAPHIC
7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-88 d PER JOIST
RAFTERS AT MAX.8-0 , PROVIDE 2 SPACE FOR AIR \-,, -D AR
BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST �E C
CIRCULATION AT ROOF BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT CRITERIA 441 LACHgp ti/,.
8. PROVIDE 2x6 STUD FRAMING,TYPICALt �0
ROOF SHEATHING GROUND SNOW LOAD 20 PSF FIG. R301.2(5)B
ENGINEERED WOOD STRUCTURAL PANELS 8d TABLE 3.8 •s �� °
1. ENGINEERED WOOD PRODUCTS SPECIFIED IN THESE DRAWINGS WIND SPEED (ULTIMATE DESIGN) 130 MPH FIG. R301.2(5)
ARE WEYERHAUESER: DIAGONAL BOARD SHEATHING: SEISMIC DESIGN CATEGORY B FIG. R301.2(2) N
1"x6" OR Vx8" 2-8d PER RAFTER WINTER DESIGN TEMP 11° F TABLE N1101.2 033930 p�
2.0E MICROLLAM LVL BEAMS AND HEADERS (Fb = 2600 psi) �� FLOOD ZONE N/A FEMA FIRMETTE TF
2.0E PARALLAM PSL BEAMS AND HEADERS (Fb = 2900 psi) 1"x10 OR WIDER 3-8d PER RAFTER OF NE`Ny
1.8E PARALLAM PSL COLUMNS (Fb = 2400 psi) FROST LINE DEPTH 36"
CONTRACTOR MAY SUSBTITUTE EQUAL PRODUCT BY ALTERNATE CEILING SHEATHING WEATHERING PROBABILITY SEVERE FIG. R301.2(X)
MANUFACTURER WITH WRITTEN REQUEST TO ARCHITECT GYPSUM WALLBOARD COOLERS 5d 7" EDGE 10" FIELD TO HEAVY FIG. R301.2(7)TERMITE PROBABILITY MODERATE
2.TO INDICATE THE USE OF WALL SHEATHING uoanwmss"wmmnia sea eax"fl ws Ev mP nrc"P vcwv ue
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d LOCATION LIKELY TO BE SEEN BY FIRST 6" FIELD
RESPONDERS AND APPROVED BY @PANEL EDGES @INTERMEDIATE SUPPORTS STRAPPING NOTES
PARTICAL BOARD 8d TABLE 3.9
CO 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 >11, 10d 6" EDGE GABLE ENDWALL RAKE &RAKE TRUSS0
STROKE:1" 12" FIELD 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. f� rr
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SHEET 4 OF 8
SCTM:1000-113.-2-14 EB R U N 0
ZONE: R-40
CODE EXISTING PROPOSED COMMENTS REFERENCE RESIDENCE
LOT INFORMATION: 5765 BERGEN AVENUE
LOT AREA(SF) 40,000 20,502 NO CHANGE NONCONFORMING §280 ATT.3:1 MATTITUCK,NY 11952
GROSS SQUARE FOOTAGE:
BASEMENT(SF) -- 0 686
FIRST FLOOR(SF) -- 1,120 1,225
SECOND FLOOR(SF) -- 1,120 1,120
TOTAL HABITABLE SF 3,400 2,240 3,031 CONFORMS §280-207
* §280-207: FOR LOTS BETWEEN 20,000 AND 29,999 SF N 85°09 20"E
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SITE PLAN �. �..—••�'•s�5°36�30,Ew PROJECT
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SHEET 5 OF 8
RUN®
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APPROX.LOCATION OF REMOVE FINISHES AT SOFFIT,REFRAME
EXIST. DISTIRBUTION& SO THAT FINISHED CEILING IS MIN.6'-8" 5765 BERGEN AVENUE
RETURN DUCTS: A.F.F.;NEW TAPED,PRIMED,PAINTED MATTITUCK,NY 11952
UNDERSIDE @ 6'-94" GWB FINISH AT SOFFIT
EGRESS TO
GRADE MAR 2 3 2026
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TAX-MAP NO.1000.113:2.14
HOT WATER ------------- - - --------- -------- -
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--- -------TJ---------------fJ--- -------
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_______________________________________________I LaChapelle Architecture PLLC
LOCATION OF EXIST. P.O.Box 1251
i� GIRDER:UNDERSIDE Mattituck,NY 11952
N @ 6'-10" (646)251-5058 jake@lachapellearchitecture.com
EXIST.BASEMENT STAIR —-
13 ENCLOSED RISERS @ 84'
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MECHANICAL UP 11"NOSINGS S��R ARcy
(UNFINISHED) a \ `�cNgA�``m���
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HOUSE TRAP INSTALL SMOKE AND CARBON
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BASEMENT INTERCONNECTED EXISTING BASEMENT PLAN
w/HOUSE—WIDE SYSTEM PARTITION
SC SMOKE+CARBON MONOXIDE DETECTOR T SHEET NO:
T
BASEMENT FLOOR PLAN PROJECT SMOKE AND CO DETECTORS SHALL COMPLY
SCALE: 1/4" — 1�-0" WITH UL 268,7th ADDITION NORTH A6w00
SHEET 6 OF 8
3,-4„ B R U NO
MODIFY OR REPLACE EXIST.TYPE 1 RESIDENCE
GRIP HANDRAIL TO COMPLY WITH EXIST.BASEMENT STAIR REPLACE EXISTING LANDING; 5765 BERGEN AVENUE
CODE REQUIREMENTS,INCLUDING 36" 11 UNENCLOSED RISERS @ 84" 4 GRADE EGRESS TO PROVIDE REINFORCED 4"
RETURNS AT TOP AND BOTTOM(R320.5) @ 9s
MATTITUCK,NY 11952
HEIGHT ABOVE NOSIN (R320.2), 10 TREADS -" " CONCRETE PAD ON 8"GRAVEL BED
1
Div a
5. REPLACE EXISTING COMPROMISED
DISTANCE BTWN.EXISTING CONCRETE `�' ' C R ID R DN DOOR w/NEW DOOR PER SCHEDULE
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N ISSUE/REVISION DATE
NEW 1-HR RATED PARTITION;SEE .00 FILING SET 12.30.2025
DETAIL
EXIST.STAIR DRAWN BY:J.LACHAPELLE
4 RISERS @ 72° GARAGE M CHECKED BY:J.LACHAPELLE
3 TREADS @ 9" N
NOTE:THIS IS AN 11"x 17"SHEET
DRAWINGS MAY BE PRINTED NOT TO SCALE
LaChapelle Architecture PLLC
P.O.Box 1251
Mattituck,NY 11952
(646)251-5058 jake@lachapellearchitecture.com
EXIST.4"SILL,TYP.
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SMOKE AND CO DETECTORS SHALL COMPLY PROJECT FIRST FLOOR PLAN - GARAGE SCALE: 1/4" = T-0" WITH UL 268,7th ADDITION NORTH
A7mOO
SHEET 7 OF 8
RRUNO
RESIDENCE
5765 BERGEN AVENUE
MATTITUCK,NY 11952
TAX MAP NO.1000-113:2-14
# ISSUE/REVISION DATE
.00 FILING SET 12.30.2025
DRAWN BY:J.LACHAPELLE
CHECKED BY.J.LACHAPELLE
NOTE:THIS IS AN 11"x 17"SHEET
DRAWINGS MAY BE PRINTED NOT TO SCALE
LaChapelle Architecture PLLC
P.O.Box 1251
Mattituck,NY 11952
(646)251-5058 jake@lachapellearchitecture.com
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4'PLYWOOD SHEATHING AS DETAILS
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PROVIDE FIRESTOPPING AT ANY PENETRATIONS SHEET NO:
AND SEALANT AND BACKER ROD AT INTERFACE
OPARTITION TYPE - UL U305 BETWEEN NEW PARTITION AND CEILING AND FLOOR
SCALE: 1- = 1 -0' TO ELIMINATE AIR INFILTRATION FROM GARAGE A8mOO
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SHEET 8 OF 8