HomeMy WebLinkAbout51807-Z �of soolyo`o Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
UN". Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47199 Date: 07/07/2026
THIS CERTIFIES that the building ACCESSORY ALTERATION
Location of Property: 4452 Great Peconic Bay Blvd Laurel, NY 11948
Sec/Block/Lot: 128.4-22.2
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/24/2025
Pursuant to which Building Permit No. 51807 and dated: 04/04/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory garage with an attached outdoor shower as applied for.
The certificate is issued to: Mark Montifiore ,Lisa Montifiore
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 26-109398 6/17/2026
PLUMBERS CERTIFICATION:
utho ' Si tore
of Sao 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#: 51807 Date: 04/04/2025
Permission is hereby granted to:
Mark Montifiore
c/o Lisa & Mark Montifiore
Jamesport, NY 11947
To:
construct alterations to an existing accessory garage as applied for.
Premises Located at:
4452 Great Peconic Bay Blvd, Laurel, NY 11948
SCTM# 128.4-22.2
Pursuant to application dated 02/24/2025 and approved by the Building Inspector.
To expire on 04/04/2027.
Contractors:
Required Inspections:
Fees:
Accessory-Alteration $146.00
CO Accessory $1.00.00
Total $246.00
ding Inspector
Certificate of C _ - ` I U
CERTIFIED'ELECTRICAL1'�i
3 , i UN 2 J 2026
188 PARK AW
AMITYVILLE,
CERTIFIES .
Upon the application of
Lisa Mark Montifore e
4452 Peconic Bay Boulevard 44bi Pecornc uay Boulevaru
Laurel, NY 11948 Laurel, NY 11948
Located tat:4452 Peconic Bay Boulevard,
Laurel, NY 11948
Application Number#:26-109398 Certificate#:26-109398
Electrical License#:
Section: Block: Lot: Building Pere it#: 51801,
Described as a Residential occupancy, wherein the;premises electrical system consisting of
ielectrical:devices and wiring, described�below, located in/on the'premises at: !
{ Detached 2-.Car Garage
A visual inspection of the premises electrical system, limited to electrical devices:and.wiring to
the'extent detailed herein, was conducted in accordance with the requirements of the applicable.
code/or.standard promulgated by'the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found to be'in compliancetherewith
on the I 7thday of June 2026
. i
Name QTY
GFCI Duplex Receptacle-15 Amp, 120 V 1
Motion Light-,15 Amp, 1.20V 1
Combo„Smoke&Carbon Detector,- 15 Amp,,120V 1,LL
,Power Panel- 125 Amp, 240V, 6 Circuit
Recessed Hi=hat Fixture 15 Amp, 120V 4
:Recessed Fixture- 15 Amp, 120V 1
Fixture Outlet- 15 Amp, 120V 4
Duplex'Receptacle- 15 Amp, 120V 3
Switch- 15 Amp, 120V, 4
-''
Electrical Inspector:Anthony"GioPdano
i re .^f L
OF SOGTyOIo
. TOWN OF SOUTHOLD BUILDING DEPT.
i'ootm, 631-765-1802
cq �
0 1 NSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FO ATION 2ND [ ] INSULATION/CAULKING
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE& CHIMNEY [ ]- FIRE SAFETY INSPECTION
[ ] -FIRE RESISTANT.-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: QACPAd� W
r - ? (oK
,rvLip-
(A)
DATE `'� ?� �'J INSPECTO
OF SOUIyO� 51 Z30-7 Ll Lf 5z • 17Q6�TOWF SOUTH,OLD BUILDING DEPT.
c e
o m, 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: �(
/G O� �.✓�GO�tJ a
DATE 7 INSPECTOR
OF 50UTyOlo - -- ---
# . # TOWN OF SOUTHOLD BUILDING DEPT.
cou ,� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROU PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTO
Isaac-Rae E
430 Main Street
Greenport NY 11944 .E JUN 2 9 2026
BP# 51807 Garage Slab Inspection
To:Southold Town Building Department 54375 Main Rd
PO Box 1179 Southold, NY 11971
Attn:Mr. Michael Verity& Mr. John Jarski
From:lsaac-Rae Architects Isaac Clay Coffey R.A.
Date:June 29, 2026
Re:BP#51807 4452 Peconic Bay Blvd, Laurel NY 11948 Garage Slab Inspection.
Mr. Verity & Mr. Jarski
I inspected 4452 Peconic Bay Blvd, Laurel NY on 5/16/2026. At the time of the inspection the
contractor had cut out and removed the damaged portion of the existing garage slab and
repoured a new slab section in that area, as noted on our revised plans. The new slab work met
our design plans and NYS residential building code.
I also inspected the existing concrete block foundation. The contractor filled the voids of the
existing cinder block foundation, grouting the cells solid. The existing cinder block foundation
wall was retained in place, and the existing wall framing and sheathing were likewise retained.
The work observed conforms to our revised plans and NYS residential building code, and I
approved the work.
Please feel free to contact me with any questions. 347-276-6093.
Isaac Clay Coffey R.A.
Architect of record for 4452 Peconic Bay Blvd
NYS LIC#039767
ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK
,r
FIE,LD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) ............
-------------------------------------- -----7- ......... ............
FOUNDATION (2ND) .......------ cn
..........
ROUGH FRAMING &
PLUMBING
.......................
_41
-----------_
................... ..........
Fz
INSULATION PER N. Y.
STATE ENERGY CODE
........-------
-----------
,?
ta
FINAL
------------
ADDITION A�,,CONM ENTS
4t, Ce,
------- -------
----------
............... ............ ..............
........... ........ ..........
................--------
..........
---------- .......
=oo��FFocK�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only t,.
1 i
PERMIT NO. :51MBuilding Inspector: ?_, j F E B 2 4 2025 ¢.r_,.
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: feb 13,2025
OWNER(S)OF PROPERTY:
Name: Mark and Lisa Montifiore SCTM#1000- 128-04- * 22.2
Project Address: 4452 Peconic Bay Blvd,Laurel NY
Phone#: 917-459-4805 Email:lcmontifiore@gmail.com,mmontifiore@gmail.com
Mailing Address: 4452 Pe conic Bay Blvd,Laurel NY _
CONTACT PERSON:
Name: Margot Coffey,Clay Coffey
Mailing Address: 430 Main Street,Greenport NY 11944
Phone#: 646-275-2447 Email: margot@isaac-rae.com,clay@isaac-rae.com
DESIGN PROFESSIONAL INFORMATION,:
Name: Margot Rae Coffey,Isaac Clay Coffey-Isaac-Rae Studio LLC
Mailing Address: 430 Main Street,Greenport NY 11944
Phone#: 347-276-6093 Email: margot@isaac-rae.com,clay@isaac-rae.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structure Addition ®Alteration ERepair ❑Demolition Estimated Cost of Project:
❑Other_Repairs to existing accessory garge&existing outdoor shower $ 25,000
Will the lot be re-graded? es PqNo Will excess fill be removed from premises? ❑Yes x No
1
PROPERTY INFORMATION
Existing use of property: single family residence Intended use of property: single family residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
-40 this property? ❑Yes ENO IF YES, PROVIDE A COPY.
® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): Brittany Nargi CNAuthorized Agent ❑Owner
Signature of Applicant: Date: 2/14/25
` CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6186050
) Qualified in Suffolk County
COUNTY OF
Commission Expires April 14,2-y
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
o
y day of F_gLfuLD 20- n''� ��►J�r, \V/
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
1, Lisa and Mark Montifiore residing at 4452 Peconic Bay Blvd,Laurel NY
do hereby authorize Isaac-Rae Studio Clay Coffey&Brittany Nargi to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
ZN1 71� 2/14/25
Owner's Signature Date
Lisa Montifiore,Mark Montifiore
Print Owner's Name
2
ISAAC-RAE STUDIO
11575 Main Bayview Road
Southold, NY 11971
March 2nd, 2021
Southold Town Building Department
SCTM#: 1000-128-04-22.2
4452 Great Peconic Bay Bvd
Co: Amanda Nunemaker
Dear Amanda,
Thank you for taking the time to review our initial application and associated drawings.We appreciate your attention
to detail and have revised the submission accordingly.Below are our responses to each of your review comments:
1. Tax Map Number
The tax map number 1000-128.4-22.1 has been removed from sheets T-000 and A-001.00,as requested.
2. Accessory Garage Renovation
The previously shown proposed accessory garage renovation,which was incorrectly indicated on an
adjacent parcel,has been entirely removed from the plans.
3. Header Information
All new header information has been added.These updates can be found on Sheet A-100, both in the
general notes and in the detailed drawings.
4. Side Yard Setback and Variance
To comply with the required 15'side yard setback:
o One stall of the outdoor shower will be removed.
o One existing stall of the outdoor shower will remain in place.
o All existing wall and ceiling framing for the retained portion will remain unchanged,ensuring no
further encroachment into the setback area.
5. Garage Conditioning
The garage is not going to be conditioned.A note to this effect has been added to the drawings for
clarity.
6. Roof Alterations
The existing roof is being altered to accommodate new skylights and to allow for the installation of a new
garage door.
Please don't hesitate to reach out with any further questions or if additional information is needed.We appreciate
your continued guidance throughout this process.
Warm regards,
Clay Coffey E C E E
Phone:347-276-6093
clayQsaac-rae.com APR - 4 2025
Building DO-Partment
Town Of Southold
NOTES
--GENERAL NOTES :
p�en rnr,ITCNTc DRAWING ISSUE
CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL NO. DATE ISSUED FOR
BUILDING USE nNGLEr.U11LYR cI!HTULOwFLUNG 1 3152021 SH Tom DOB RIIn
,. 1).Theinlormagon within this set of construction documents is relatedto basicdesign 1).RIDGE-TO-RAFTER ASSEMBLY: NAIL, NULL (SEE EIEv&noxsl z 40 2oz SH Tom DOB Filings
JOINT DESCRIPTION NOTES
for andfremin de cols.The are intentled a itute 1-1/4'x20 SUBS shall Dfa ndeastra h pair ftersm dance to able 3.4. sPAe1Ne HEIGHT g to y as consWclion aid,note subs! g g p p re accordance t err. BUILDING 3 is 2oz En needn De t.
for generally axe fed gDod buildingg practice antl comp!""ante with current New York When a collar tie is used in feu of a ridge strap,the number o110d common nails required RAFTER TO S'WAIN Sad COMMON EACH TOTAL SQ.FT.
OF CONSTRUCTION (SEE RAND q s 26 202 EngineeringDept.
Slate building ides.The General Contractor Is msppoonsible for providing stantlard in each end
of the collar tie need not exceed the tabulated number of 8d nails in the slurp. TOP FUTE 1D'WALL:"d coxmoN RAFTER TOE-NAIL THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE s
construction data
end prooedures to ensure a prolessiorelly finiShBd,aWCturdlly CEILING JOIST B'WALL:3430 COMMON EIICx
sound and aweatheryroof completed product. 21.RAFTER-TO-WALL ASSEMBLY: TOE-RAIL DESIGN CRITERIA SUPPLEMENT: B
W fmming and shear wall connections for rafter,ceiling or truss to top plate shag be in TO TOP PLATE 10'WALL:48d COMMON JOIST T
2).The General Contractor's responsible for ansuringlhazall work and construction accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters CEILINGJOISFTO AS PER TABLE 3.T EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOT ES 8
eels current ledarel,state,runty end local Codes,odirancas and regulations,etc. ortwws shall be attached to the wall top plate and the wag top plate shall be attached to PARALLEL RAFTER WFCM-13C LAP NAIL WE LOADS PSF DEAD LOADS PS B
Theca codes am to be considered as part of the specifications for this building and the to hie wall stud with uplift connections.Roofs ovarhanafng the rake side of the building CEILING JOIST LAPS AS PER TABLE iT Eaex FACE BALCONIES 50 10 L. s.
10
should be adhered to even if invariance with the plan. shall be Connected with uplift Connections in accordance vntIT table 3.3c. GOER PARTITION WC 1-sec LAP MAIL DECKS L1
3).Dimensions shall take precedent over scaled dreW 3)).WALL-TO-WALL ASSEMBLY: cGILAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w o STORAGE 20
(DlO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplfft connecgonsin TO aAFTER wcssr.s6C. ENG NAIL DRAWING REVISIONS
accordance with table 3.3b.When wall studs above do not fall in line with surds below,the BLOCKING Eaex roE DESIGN LOAD CALCULATIONS
2-tie eoMMpe ROOF GROUND SNOW LOAD 20 15 N0. DATE REYISION
4).The architect has not been engaged for construction supervision and assumes no studs stall be attached to a Common member in the floor assembly with uplft connectors in TO RAFTER ENG TGE
respoasbiliry for construction coordinating With these plans,nor responsbility for accordance with table 3.3. RIM aoARO - EAex Exo ROOMS OTHER THAN SLEEPING 40 10 1
construction means,methods,techniques,sequences,or pmof resps,or for safety to RAFTER 2-16d COMMON ExD RAIL ROANS(SLEEPING) 30 10 2
precm cons and programs in connection vnih the work.There are no warranties fora 4).WALL ASSEMBLY TO FOUNDATION: STAIRS 100 10 3
specific use expressed or implied in the use of these plans. First wan studs shall be Connected to the foundation,sill plate,or bottom plate with uplift W,.-INS. q
connectors.Steel straps shall have a minimum embedment of 7 inches in concrete s
5).Refer to the Window and Door Schedule for exterior openings. lindation and slab-ongrade,l5 inches in masonry block foundations,or lapped under J Nr°Es.11111mN NAIL N°IL NOTES (DEaGNEo rOLGT.Q 6
YTY: SPACING EXPOSURE CATAGORY
the plate and nailed in accordance with table 3.3b.W hen steel straps are lapped underthe 7
6).The General Contractor is to ensure that mason or refabracted fireplaces meets bottom late,3 inch S are washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO FER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 8
ry P P P, 4 z-16e couxoN
or exceeds manufacture's speciBca6ons and applicable ides. spacing s to he spaced aM sized a accordance to table 32a.In addition to spacing, Top PLATE FOOT SEE xoTE:t ROOF.FOUNDATION D AIL PAGE&GENERAL NOTE PAGE 9
anchor bobs are to be spaced between 6-12 inches from the end of a sill plate and ag TOP PLATES AT q-16d COMMON 'AT FACE FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE so
7).The General Contractor is to consult with the owner for all built-in items S.TYPEIEXTERIOR SHEARWALL CONNECTIONS: IxrEasEenoxs eA.SIDE NAIL 11
such as bookcases,shelving,pantry,closets,trims,etc. ) EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
Type I exterior shear walls with a minimum of 7/16 inch wood sWcturel panel on the exterior STUD TO 2-lea CAMDmN za• FACE Ym.: L2
8).130 MPH Wind load requirement shall betaken into account dodo instruction. attached with ed common nails at 6'oz.at the paral edgges and 12°o.c.in the field and STUD G.o. MAIL FIRE PROTECTION SEE FLOOR PLANS x ISAwAovepoN wRwoax
12 inch gypsum wallboard on the interior attached with Sd cooler nails at 7.o.c.at panel xEAOER To +e-o.a FACE SMOKE 6CO2 DETECTORS NDICAAmoxme 1PPUQA1sNS IF=ONs¢ET AL
ed s and 10"D.C.in the field shall be in accordance With the length requirements s eci ied 16d e°°^LmN TRUSS DESIGN N - ANDARD STICK FRAM CONSTRUCTION
FOUNDATION NOTES: fie n9 9 P xFJLOER ALL
EDGES MAIL omBs nurlRssloWWAee xOTmeE BELRouvex,
in fade 3.15a-b. To ne wxsDEnEons OIIRR Onru avPaovEn oR ix OR
1).The General Contractor and Mason to review plans,elevations,details and notes to TOP OR BOTTOM 2-16d COMMON PER L14 BTUU END ENERGY CALCULATIONS RESCHECK
determine intended heights of finished floor(s)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLKIETOSTUD 3.161 CGMNON PER 2x6 sruO -11
2).All footings to rest on undisturbed(virgin)soil. Type fl exterior sheanwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE To: PER FACE N41L CLIMATIC A GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FL cost JoIST.BANS JOIST,2-16d eoMrmN Poor SEE NOTE:1,2 GROIN WIND SEISMIC FROS WINTE ICESHIELD
3).Provide 1/2'a ansion oint material between concrete slabs and abuttin EMD JOIST OR BLOCKING FLOOD
NI 1 9 SNOW SPEE DESIGN WEATHERIN LINE TERMITE DECAY DESIG UNDERLAYME HAZARDS
concrete or mason wallsoccuri in exterior or unheated inferior areas. 7).INTERIOR SHEARWALL CONNECTIONS:
ry rg LOAD (MPH) CATEGOR DEFT TEMP. REQUIRED -
Allowable sidewaiI len the rovided in table 3.14 shall ba permitted to be increased when FLOOR FRAMING• Survevor.
4).Any new Concrete walls being attached to edsting Concrete SOLO ure shall interior sheamalls are us�Sheathing and connections shall be in accordance Win J01NT DEsexmTIOM NAIL NAIL Comes MODERAT SLIGHT T David Fox
be installed with 95 r"a6 18"long at 12'oo..Use approved epoxy for installation. g� 2AA2 and 2.24 respectively. DTI. sFACINe 20 LEE. 130 B SEVERE 3 FT. TO HEAW MODERAT 11 YES NONE Fox Land Surveying
9 h B:CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Jo1sT Tm PER TOE 64 Sunset Avenue
5.Unless otherwise ncted all slabs on rode to be 4,000 s.i..Concrete to be t3 - q-°a eoreuoN
Med on 4inch thick sand or ravel fill with 6x5 wire rues reinfomi Interiorslabs a SILL,TOP PLATE OR GIRDER JOIST NAIL Westhampton Beach,NY 11978
fro 9 rg. Coder"'or End
connections shall be attached vrith uplift connections in accordance NOTE:
to be mfnfmum 3-1/2 inch thick.All fill to be compacted to 95%relative densirywith with table 3.5.Windowsill fates shall be have steel cornecloIS in accordance with table BRIDGING z•ed COM;aoU EAex TOE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 300Do CAPACITY
6'maximum lifts 0ayers). p ra Jolsr ExD MAIL Structural Enoineer
BLOCKING .' EACM TOE Alex SpyrEngineering
6).Crawl spaces to be provided with aminimum 18'#4'access opening.Install one 9.CATHEDRAL CEILING ASSEMBLY: x-ea eoxriox AES Engi Caring
ax16 cast iron foundation vent for every 150 S%ft.of area. here a ridge is to be used as a aWclural beam,the rafters shall either be itched and -JOIST END -1
anchored on top of the beam or slope connectors shall be attached to each rafteHo-ddge BLOCIUMG TO: ' EACH TOE ROOF SMEATNIMG REpU1REMENTB FOR WIND LOADS: No Fifth,Avenue,w Y SUlte 2000
7).Dam roof exterior of with bituminous coazin 'i re iredb current 3-160 COM&TON NAIL SPACING NAIL SPACING AT INTERMEDIA E New York,New Vork
ppP 9 W y along the open celling pan of the building.Connections to The ridge and wall shall be be SILL OP TOP PLATE aLoeK Coat SHEATHING LOCATION JP
T PANEL EDGES SUPPORTS IN THE PANEL FIE D
N.Y.S.FTesidemial Construction Code.A 6-mil polyeNYYlane film shall be applied over a..N'with the above r uiI t.... LEDGER sTRIp EACH FADE
the below grade portion of exterior walls prior to backfillIng. TO BEAM 3.16d COMAiON JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6'0.. Ed COMMON @ 6'O.C.
INSULATION
8).Drainage as required by anent N.Y.S.Residential Construction Code. JolsT ON LEDGER 3-Bd COMMON PEU TOE INTERIOR ZONE Bit COMMON @ 6'O.. ed COMMON @ 12'O.C.
1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE To BEAM Jo1sT NAIL
FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTUNED IN HERS RATING BAND JorST PER END GABLE ENDWALL RAKE AND RAKE TRU Bd COMMON @ 4'0.. ed COMMON @ 4°O.C.
3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JoIsir 9-18d COMMON JOIST NAIL
f. WERAT NAUCHMOUESSHALLING CODE REQAND NEW PORK DEPARTMENT
4. ABOVE GRADE WALLS TO BE INSULATED TO R32 OR GREATER BAN JOIST TO: PER TOENAIL NQTFS
STAM 17UNI flFRUCODELBUVDINGCODE AND NEW VORK DEPARTMQJT OF 2-16d CANNON
STATE2UITUMFOBE CODELBEGREExr. 5. FOUNDATION FLOORS
To BE
S INSULATED TO OR RE GREATER SILLOR TOP PLATE Foor sEe NOTE:1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
2. STRUCTOTHERN ENOMDOEHEPIANOUGLAS FIR IARCHN0.2,ORBETTER, 6. FRAMED FLOORS TO BE INSULATED TO R-1 OR SLER ROOF SNEATNING:
UNOOS.WALLS CENNGS AND THE PLANS 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB.
3. FLOORS.WALLS,CEILINGS AND METERS TO BE SPACED AT 16INCHES O.C. NAIL NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the root,including 4 feet on each side of roof peak,
UNLESS NOTED JOINT DESCRIPTION A,tllect of flemre:
sPACIxG the 4 foot erimeter edge zone attachments required shall be used.
4. UNESS OTHEflWISE NOTED,ALLBEARING WALL HEADERSTO BE(2)2%f0 s2. RECOMENED INSULATION AS FOLLOWS CITY. p � �
BTR DOUG.FIR-BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL AS PER TABLE 38 2.Tabulated 12 inch o.c.nails pacing assumes sheathing allached to rafter/truss framing members With G>0.49. I SAAC - RA E
LENGTH STUDS ON EACH SIDE OF ALL OPENINGS.LVL HEADERS TO HAVE(3)JACK STRULTUMLPANEL 100 WFCM•SBC P nit 9 9
STUDS AND(21 FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL VAULTED CEILINGS:4'SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 Floc framing members with<0.42<G<0.49,the nail spacing shall be reduced to6inches oz. 430 Main Street
WINDOWSLLL SMLLA OHAVE(2)WNWWSILLPLATESFORV4 WALL per inch.WITH ROCKWOOL R235-12•for total of R49 FJuxG sxEATNIxe: 2nd430 floor
OPENINGS BETWEEN 4T AND so AND 2X6 WALLOPENINGS BETWEEN 111 AND a e. WALLS:3•SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. xaL xaL 3).Tabulated 4 inch oz.nail spacing assumes sheathing to rafter truss training members with G>0.49.For
PRO-E FIRE AND BLOCKING WHERE APPLICABLE. GreenpOrt NY 11944
5. ALL FLUSH BEAMSMEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINRED WITH ROCKWOOL R153-12'FOR TOTAL OF R34.5 JOINT DESCRIPTION OTY. SPACING fmming memberswithO.42<G<0.49,thenai spacing shallbereduced to o.c.
FLOORS: 3'SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. Contact;Isaac Clay Coffey R.A.
MNGERSAND ANCHORS WHERE APPLICABLETOALL CONNECTMGJOISTS. GYPSUM TO.C.E..E NYS LIC#039767
6. DOUBLE UPFLOORJOBTSUNDERWALLSTHATRUNPARALELTOTHEFLOOR WITH ROCKWOOL R153-12'FOR TOTAL OF R34.5 INSTALMDSHAU. WALLBOARD ed COOlER91P D.C.FIELD
BEIVE1TFaD FOR PROPER LOAD CAPACITY UNLESS NANDU DER BATHTUBS.FLODRSTO HAVE OTED ON PLANS. SLABS 3'EXPANED POLYSTYRENE INSULATION FOR RI2 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T.347-276-6093 E.clay@isaac-rae.com
T. 7).PROVIDE 2-1YPTHCKMICROL W(HEIGNTTOWTCHFLOORJOISMI WALL sxEATNIxc: NAIL SPACING NAIL SPACING AT INTERMEDA E pmlecC
AROUND STAIRWELLANDIOR OTHER ACCESS OPENINGS UNLESS OTHERWISE PLUMBING NOTES NAIL NAIL SHEATHING LOCATIO NOTES
NOTED(TYPICAL). 1. Allwaler supply,I,dmina earl venting to be instilled as per N.Y.S.Residential JOINT DESCRIPTION AT PA
SUPPORTS INTHE PANEL FIE
S. PROVIDEBLOCKINWRIDGING IN FLOOR JOISTS AT e'D O.C..USE SOLID BLOCKING pPY 9 9 P OTY. 6p-his. SEE NOTES:1,3(BOTHFIELDS)
IN FLOOR JOISTS UNDER ALL BEARING WALLS. Goasiruction Code,and shall meet Suffolk County Health Department requirements sTRUCTIRAL AS PER TABLE 10 4'EDGE ZONE Ed COMMON @ 6-0. . ad COMMON @ 12'O.C. NOTE:2 FOR PANEL FIELD 4452 Peeon)c ay
9. PROVIDE INSULATION BAFFES AT EAVE VENTS BETWEEN RAFTERS.INSTALL as stated on septic Permit PANELS Be COMMON worn.8C Enter address here
DRAFTBLOCKINGASNEEDED. 2. Verity septic system With the Engineer for Suffolk County Health Department INTERIORZONE ed COMMON@6'O.. Bit COMMON @ IT D.C. SEE NOTE,3
1(. UNITES OTHERWISE NOTED,ALL ROOFSANDWAUSTO HAVE AMINMUM TT TH6'O80 J'O.C.EDGE
THICK 4 PLY FIR CDXEXTERIOR SHEATHNG GRADE PLYWOOD.PLYWOOD TO aPPr°W'al' PLYWOOD 6d COMMON TO.O.FIELD N(1TFF:
' COVER OVER PIATES AND HEADERS 3. 3).If wall studs,plates or joists are cut it during installation for any plumbing related Pmjecl NO.:
11. UNLESS OTHERWISE NOTED USE-THICKT&G PTS FIR OR ADVANTECH work,provide adequate bracing and plates to protect and secure the structure.Verify LUO A GYPSUM Se COOlFR8 T O.C.EDGE 1).For well sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment IR-02
PLYWOODSUBFOORADHEREDW°HPILINADHESNEANDSCREWEDTOFLOOR WALLBOARD 1P0.C.ilEIO ) e g
JOISTS.FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER with the state code and manufacture's recommendation for maximum hole size and re Iremani512 inch Used.
s.visgnative:
MANUFACTURER INSTRUCTIONS. spacing permitted 2).Tabulated 12 inch D.C..c.nail spacing assumes sheathing attached to stud framing
Loon axFATxING-
ALLBATHROOMWALLSTORAVE39'THICK MOISTURE-RESISTAM SHEETROCK NaL NaL In with G>0.49.For framing members with 0.42<G<,the nail spacings shall he
13. ALL I HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF S TYPE X SHEET HVAC SYSTEM NOTES J—DESCRIPTION
ROCK AND TO MEETANSVUL 2fi3 AND DESIGN NO.U349 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe OTY. SPAC°IS reduced to 6 inches O.C.
P 9 PP safety _ 3).For exterior parel siding,galvin¢ed box nails shall be permitted to be substitmed for
14. ALL ROOFS ESK SHEATHING TO BEUAL.INSTALLED WITH ICE AND WATER SHIELD, requirements.Manual J D S Guide lines to be follow.ALL DUCTS TO BE SEALED AND STRUV OR L PANELS m eoxiloN s o.C.EDGE Common nails.
HENRY T ROOF IN OR BAPPROVED EQUAL SU 1'OR LLa3 12.O.C.FxLG
16, ALLFIAT ROOFS AND
IN WITH AN EPDM CONCRETE
TO E INSULATED BlowerDis to fuitobedinateperformedas required 4).PROVIDE SWTYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0
16. TLL TE PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE g HVAC suhconVactor is to lull
TEX TER.TESHATESTOBEINSTALEUWITH FOAMSILL GASIO:TSANO COP-R- ) fully all system data and requirements with the NOTES: 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AGO. 6y bi
TE%TERMITE SHEOOR APPROVED EQUAL marlUfa¢tlTef. 1).Nallism mRwremente-be-d oo wwl shewMOS.11Od S'Nloo-center At
3).HVAC subcontractor to provide final system layout drawing and submit it to the Gereml 0,Panel edeo.N wan she q IF ndlmd 3'a M11 et Use panel odeo to 6).INSTALL 1-Cq2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
Contractor and owner for final reiviewan0 approval. obtain hirshO,she.r dUOs, sens mAelmmewF For Ftreofeml member. FIREBLOCKING NOTES
Chan be demind.e.ollemalo eonl,ewxm,weh as shear proton.Ahel1 be
ELECTRICAL NOTES: ecee Is malnrarn leas wm. As required by Current IBC 2020&2020 NYS Residential Code-FIREBLOCKING REQUIRED 31n6 O
ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES.CON.CODE Rreblxkirg shall be provided to cut off all Concealed draft openings(both vertical and horizontal)and to form an eflecfive rFOF Nay
2L When wall IAewhl1,0 lacane cis is own�On tOI-membem,:be tabwoeea fi-e barrier between stories,and between a to story and the roofs ace.
1. ALL ELL SMOKE DETECTORS
TECTWORK SHALL A D APPROVED D BY A QUALIFIEDXIDE DETECTORS
T ROUGH. namm.w nails shad m persnlelea lrr by redexdlet-+aci rMll pe.Tow p ry p
INSTALL DBYISO 2015 N.Y.S.SRE CARBON MONOTRUCTI NCODE.THROUGHO A I).In Concealed
shaled spaces of stud walls
econstrucclu in furred
s, the
'i REQUIRED BY IBC 2015 N. .RESIDENTIAL CONSTRUCTION CODE. 1).In concealed spaces of stud walls and partitions,including lured spaces,at the ceiling and floor levels.Concealed
ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets Of mineral or glass
NOTED fiber shall be allowed as fireblxking in walls constructed using parallel rows of studs or staggered studs.
A APPLIANCES TO BE ENERGY STAR QUALIFIED 2).At all interconnections between concealed vertical and horizontal spaces such As occur at soffits, dmp ceilings and °aLa
ALLLL PLUMBING FIXfURESTO BE WATER SENSE RATED cove ceilings. D. rue:
a
3).In Concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall
comply with current N.V.S.Residential Cade. GENERALNOTES
- 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of game and products of
combustion.
5).For the fsreblocking of chimneys and fireplaces,Be required by current N.V.S.Residential Code. DaxaO No.:
is A-301 .01
NOTES
GENERAL NOTES' DEMOLITION LEGEND:
DRAWING ISSUE
1. DEMOUTION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. EXISING EXTERIOR WALL TO REMAIN 57 LINEAR FEET NO. DATE ISSUED FOR
CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECTOF ANY DISCREPANCIES BETWEEN DRAWN/ 1
SPECIFIED AND ACTUAL CONDITIONS. I� `` 2
2 DEMOLITION PUON BLISHED BY THE AMERIICAN NATIONAL STRK SHALL BE PERFORMED IN ANDARD NSTITUTE)AND ALL OTHER APPLCE WTH ANSI AIDS'WETY ENTS FORICABLE CODES ��V REMOVE EXTERIOR WALL TO BE 28.2 LINEAR FEET 3
AND REGULATIONS,INADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 4
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REOUIRED FOR DEMOLITION AND SHALL PAY ALL EXISING SLAB TO REMAIN 412SOFT 6
FEES REQUIRED FOR ENCROACHMENT,GRADING,DEMOLITION AND LEGAL DISPOSAL OF MATERIALS AS REQUIRED BY
V _ FEESPRIV REQUIREDLOCAL AND STATENCROACHMENT
JURISDICTIONS. 5
4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO CONFIRM THE EXTENT AND 7
{1 CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT DOCUMENTS. a
(- ! 5. CONTRACTOR MUST MAINTAIN A CLEAN,SAFE PROJECT SREATALL TIMES. g 6. OUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.7. REMOVE ALL WINDOWS AND DOORS. 10
8. REMOVEALL EXTERIORFINISHES. 11
B. REMOVE ALL EXISTING PARTITIONS SHOWN DASHED,INCLUDING ALL MECHANICAL,ELECTRICAL,AND PLUMBING 12
UT
I p hp FURES THEREIN,UNLESS OTHERWISE SPECIFIED.
�1V Ili L 9 ZOZV _ tO. CONTRALTORIS RESPONSIBLE FOR THE DEMOLITION OF SELECT CEIIJNGS,PURRING STRIPS AND FASTENERS DOWN TO DRAWING REVISIONS
IXPoSED STRUCTURE.
T 11. GO.IS RESPONSIBLE FORLOCATINGICOORDINATING ALL EXISTING UTILITIES PRIOR TO EXCAVATION.MY NO. DATE REVISION
OBSTRUCTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMPLETION OF THE WORK 1
12, DOOR DIN
DRAWINGS,PROVIDE TEMPORARY SHORINGAS NEEDED. 2
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE PARTIAL DEMOLITION OF
_ ANYSTRUCTURALELEMENT.SEE STRUCTURE. 3
Q 14. ALL PLUMBING FIXTURES TO BE REMOVED FOR RELOCATIOWREUSE. 4
t�
P4�49b �� rEn.z? m6n1"3� 0DEMOLITIONGENERALNOTES 6
yy,, �+ 1/4"=1'.0" /'\DEMOLITION LEGEND a
a
- s
SO
li
3.2
TIUSAPPBOATIONISAPPROVEO RWORN
MIX GTEDON iHEAPRICATIONSPECIRSPECFlGVX)N SHE LL A
O1XFR NIATIE165NOWN ARE NOTTO BE flEUED UPoK OR
TO BEDONGD=A6DTHERBDNGAPP GRIN
I Dcagrler.
EXTERIOR FINISH TO BE REMOVED ISAAC - RAE
REMOVE EXISTING EXTERIOR SHEATHING TO BE 430 Main Street Greenport,NY 11934
EXISTING GARAGE PR ESERVED;CONTRACTOR TO INSPECT
DOOR AND HARDWARE,TYP. SHEATHING FOR STRUCTURAL MTEGRRY/ROT. T.347-276-6D93 E.clay@I5aae-rae.COn1
REPORT TO ARCHITECT FOR REMOVAL OF
DRIVEWAY DRIVEWAY EXISTING SHEATHING,TYP DRIVEWAY
————————— —D 2V-4• Appr r6MR—rB:
r r
I i i I r
REMOVE EXISTING
GUTTER AND ASSOCIATED
DRIP EDGE,TYP LINE OF EXISTING
I j I I E%ISTNGDOOR /` Y \ ♦.( I I GARAGE
I I I I TO REMAIN
1 I EXISTINGWINDOW5 EXISTING TWO CAR GARAGE/DRY STORAGE I
I I I TO BE REMOVED
EXISTING DEMNG JOIST AND I I ' E%ISTWGSlAB� �I
CEILING TO REMAIN IN THIS I I -\ TO REMAIN
LOCATION `Y I: ',\. -Y :\ \ .�>` II I I ALLDESGNSANDOTHDi gSX05URE9 SETPoRRI MADN I -\. ` { II I I ANETXE PROPDRYOFMETROPOMTAN&IItDINO CONBULTNO
I I I GRPJP,PG ME0 T N I=rrFOAF1AlIO0RW .FEXOT
WALL TOREMAIN,NP—� \ ,`:>, I I MflEPRWED CDNSTI R,IN1—OR PARr.
RX WITMITANONOF
Buo m I.....6110uP.PG
I I I I ;REPAIR CRACKS\ I I
THIS L{ I
II SLABI N TION-LOCATION �. I I I PmJett
I PORTION OF EXISTING WALL
TOBEREMOVED \ I I 4452 Peconic Bay
WI FORNEWNDOWOPENING I - 1•� I If—PROPERTY LINE
4452 Great Peconic Bay Blvd,Laurel,NY 11948
1 ,
r
c
•I `I```` `\ I"."*R-'/ PORTION OF EXISTING WALL 1 I
I I REMOVE EXISTING_1.._`\`.T`\\•,,, i TO BE REMOVED I FOa lNo:
OUTDOOR SHOWER WALL I\♦�.\\\\\ `}i-. `,l`\ FOR NEW LMNDOW OPENING EXISTING UN ENCLOSED OUTDOOR SHOWER
I I REMOVE ALL PLUMBING I'�-',r �\ r\`L' 'I I h LINE OF EXISTING
FIXTURES ATOLTIDOOR�L-.\�`.;\�1I ~.'\,. ,• 1' F OUTDOOR SHOWER I Seat/Bignafure:
SHOWER,TYP. \♦r` ,11
I NEW OII'f000R SHOWER ROOF, REMOVE EXISTING DOOR I♦ -�`\ 11\' [DUSTING',
r
I,'•��`r\ ,�-\�\�;:.FRAMING TO �,�, I CLOSET I
Gl11TER,TO DRYWELL ANDHARDWARE,TYP. I \I-,`,,.,\\�� REMAINj ♦{i� I EXISTING GATE
I PROPERTY LINE
IEREDI 13-
TOBEMOV a• I <��Dy OCHE
—
I Q
REMOVE I 11Y-10•TO * <1
1 � PROPERTY LINE N Jc
REMOVE EXISTING PORTION OF 1
OUTDOOR SHOWER ROOF,GUTTER, ll REMOVE EXISTING i i i� i I BULK NERD TFOF NE`Ay0
AND ASSOC WTED DRIP EDGE,TYP CONCRETE WALI(WAY I
EXISTING CONCRETE PAD
10 IV
Date: Scale:
Drawing Title:
a PROPOSED DEMOLITION PLAN-TWO CAR
DEMOLITION ROOF PLAN GARAGE/ DEMOLITION PLAN GARAGE/OUTDOOR EXISTING GARAGE/OUTDOOR GARAGE/OUTDOOR SHOWER
3 OUTDOOR SHOWER PLAN 2 SHOWER PLAN /1 SHOWER PLAN
iv 1f4"=1'-0" 1f4"=1'-0" 1f4"
Dmwmg NO.:
0
D-001 .00
NOTES
DRAWING ISSUE
1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE PROPOSED PLAN LEGEND:
2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING NO. DATE ISSUED FOR
3. VAULTED CEILINGS INSULATED TO R45 ORGREATER PROPOSED WALL 1
i '' 11 11 111/ 1(� i�. 4 ABOVE GRADE WALLS TO BE INSULATED TO RJ2 OR GREATER 2
L5 111��� LJ LL"77 'k 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR GREATER a
i 6. FRAMED FLOORS TO BE INSULATED TO R•32 OR GREATER EXISWG WALL TO REMAIN 4
7. SLABS ON GRADE TO BE INUULATED TO R-10 UNDER SLAB. B
J O JU 12 9 2p26 �< RECOMENED INSULATION AS FOLLOWS L„ NE OF EXISTING MOUSE 7
Li VAULTED CEILINGS CLOSED CELL CONTINUOUS INSULATION 9
RO.S per Inch.WITH ROCKWOOL R235-112'For total o/R49 PROPOSED TWO CAR GRACE GFA 430 SOFT SO
• WALLS:3•SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER L'
INCH.WIT ROCNWOOL R15 3-1TL'FOR TOTAL Of R245
• FLOORS: 3'SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER DRAWING REVISIONS
FF�yy ,gig R'� INCH.WITH ROCNWOOL R15 3.12-FOR TOTAL OF R345
Department SLABS 3'EXPANED POLYSTYRENE INSULATION FOR R12 NO. DATE REVISION
1
N j �11 aa f 2
b ��? ��a 4.�6l1tC��itoi 3
/1 GARAGE CONSTRUCTION NOTES 4
6
7
B
9
10
]1
12
WSA CATIONLSAPPROVEDONLYFONWORK
INDICATED ON THE AP 011 SPEGRCABON SHEEP.ALL
SKY PLANE OTHEN NATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TOBEfDt15BO WA5OTHENS8NGI1PPHWED GRIN
PROPERTY LINE
DeAIp-
20-1ff
3-s 14 3-s ISAAC - RAE
GARAGE ROOF GARAGE DOOR WIDTH �— YXl r LVL SKYLIGHT 430 Main Street Greenport,NY 11934
SUPPORT
_PARAPET _ _ I T.347-276-6093 E.clay@isaao-rae.com
v 3T-6' b li I DRIVEWAY I
GARAGE ROOF " 8'
A-100.00 100.00 I Apli N of Record: -
NEWCEDER SIDING
TO REPLACE EXISTING I NEW GARAGE DOOR
ri rD, NEW GARAGE DOOR 1ff I 2D-Iff
4 HEADER SUPPORT
b I b i NEW GARAGE DOOR 3•Xw LVL I I S-5' I W-V
m UNE OF EXISTING ------------------- 7 UNE OF EXISTING -�
GARAGE GARAGE _tom
fo __ __ __ _ ROOF PARAPET
"2 ND - I I—I I—III=III—III—III III III—III—I i—III—III—I i—III—I I y
I1 I—I I=1 I l—III=III—III—III—III—I 11=1 I I—III—I I III III ___ _ _
—III—III=1 I I=1 I=111=III—I I i—III—III—I I—III—III III=1 I I=III m _ I i II l,,
It
NEW CEDER SIDING
II-111—III—I11-1I1—III=III—III—III—III—III—III=III—III—III— 1 SKYUGHT -4 27U4'LVL SKYLIGHT i IIj I TO REPLACE EXISTING A D6mx AMD0n0R DISC G5uR65E FORM HO ex
ARE TH SUPPORT -� _It It EPROPSDYOFMETA0P0UAN-W1NGCMSULTNG
I .�.___. , ( � GRUIP.PG WACQPlING1HI51NFORMAINMTW AGREENM
4 m -_ -- _--- II :RRGE/O TWIINCmMTN=EFA0PRIKR WNRTREN P.EINRMWISSOENO ORF
PARI.PROPOSED GARAGE NORTH RYSTORAGE
ELEVATIO EDTOROOF SLOPE SLOPE G 11, I I METROMDTANBUGORIG NNSULRNG CROUP,Pc
11 �` T I Pmject
M-iff a = SKYLIGHT
RAINS
M 27(14'LVLSKYLIGHT :�� -.. < - I 4452 Peconic Bay
1'-ff 3'-ff 1'-ff T-3' Y-1' 3'-0• 2-1• __ _ _ SUPPORT t-` ^ ;i
GARAGE ROOF ---- - -_= r ._ r ----
3PARAPET _ _ - ____ --------__ I ��1� :11` I1 ! I I 4452 Great Peconic Bay Blvd,Laurel,NY 11948
'-6,. r
GARAGE ROOF " NEW CEDER SIDING SUPPORT
Project No.:
RT YL SKYLIGHT f _ ice- _-_J
TO REPLACE EXISTING - '�` I I
�'•0•— - — I I IR-02
NEW WINDOW
w HEADER SUPPORT I f I
NEW WINDOW
Ll 6 3 HEAOERSUPPORT O�DIbR NEW WINDOW
n \ \ NEWLMNDOW p I SHOWER N
LOOROFNSH I y�ER+rDArtcy�.
EO \ \ OUTDOOR SHOWER ROOF i I OR DOPEN
RAINAGNEWWNDOW NEW WOOD CLAD SIDING ( IEW WOOD i # Y
L�I� CLAD DOOR
/�GG OUND PROPERTY IJNE PROPERTY UNE N r 39T0T yO�Y
!� I— I—�—III—I I—I —I i—I —I —I I—III—I I—III—I —�—I I r FOF NEB
-II I-1I1=1I I—II I—II I—II I—II1—II 1=1I 1=1II—III=1I1-1I1—II I—III_ CONTRACTOR TO REPAIR ( v-9 3 P Y-1' T-D 2-D
1-1I1=1II=1IMI I I—III—II—II1=1I1=1I—II—I I El I1—I I—II1-1I AND KEEPASMUCH
_ _ _ EXISTING FRAMING AS I 13•ff 7-1' I
-1 I I=1 =1 I I-111=I 11_IIIIII I=1 I I=1 11=1 I I -1 I I-1 I I-1 I I-1 I I- POSSIBLE
3
11 Ir � I Date: Smle:
100.00 A-IW.W
0-
�J Dmwmg Tdie:
a
:n PROPOSED GARAGE SOUTH PROPOSED GARAGE PLAN
3 ELEVATION /1 PROPOSED GARAGE ROOF PLAN /�1
P 40POSED GARAGE PLAN
D2wiag No.:
N
A-100.00
NOTES
"1-7
DRAWING ISSUE
D NO. DATE ISSUED FOR
4/4/2025 REVISIONS TO FILING
A - 4 2025
PR 2
3
4
Building DePOrtment
5
Town of Southold -
KEN 6
8 go �,A
a i
K
IF,
BP# 10
DATE!
FEE 12
NOTIFY BUILDING DEPARTMENT
,Z`
631-765-1802 8AM M 4PM FOR THE DRAWING REVISIONS
FOLLOWING INSPECTIONS,
1. FOUNDATION-TWO REOUIRED NO. DATE REVISION
FOR POURED CONCRETE
FRAMING&PWMBIN
2. ROUGH
3 INSULATION 3
.
4. FINAL-CONSTRUCTION M 4
BE COMPLETE FOR C.O. 5
ALL MEET TW
ALL CONSTRUCTION SH
6
REQUIREMENTS OF THE CODES OF NEW
7
OT RESPONSIBLE FOR
YORK STATE. IN
8
IDESIGN OR CONSTRUCTON EMORS
9
10
12
THIS APPLICATION IS APPROVED ONLY FOR WORK
0�
INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
T, _P
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
n
AMORDANCE WITH APPI ICARI ECO FS
IM',E!11
'A
44521:3ECrONIC BAI'
k Designer:
Architel,;L.
lsa�c-Rae
ISAAC RAE
430 MAIN ST EET 'l-1111111 OCCUPANCYOR
2ND FLOOR 430 Main Street Greenport, NY 11934
GREENPORT NY 119 USE IS UNLAWFUL T. 347-276-6093 E. clay@isaac-rae.com
WITHOUT CERTIFICA
ABBREVIATIONS DRAWING ORGANIZATION: ARCHITECTURAL MATERIALS 7 '01�r%r% r111 I n�f
A D GF1 GROUND FAULT MON MONUMENT RP RADIANT PANEL WHi WALL HYDRANT A. THE DRAWINGS IN THE SET ARE ORGANIZED AS FOLLOWS: EARTHICOMPACT FILL DRAWING TITLEBAR
SHEET LIST INTERRUPTER MOV MOVABLE RPM REVOLUTION$PER WHHP WHEEL BUMPER I. EACH DRAWING IS IDENTIFIED BY THE SHEET NUMBER IN THE DRAWING TITLE Applicant of Record:
A AREA D DEPTH GI GALVANIZED IRON MRS MARBLE MINUTE W1 WROUGHT IRON LOWER RIGHT CORNER OF OF THE SHEET TITLEBLOCK. POROUS FILLIGRAVEL
AIC AIR CONDITIONING DBIL DOUBLE GL GLASSIGLAZING MRD METAL ROOF DECKING RT RUBBERTILE WM11 WIREMESH EXAMPLE:A202 1��
SHE AB ANCHOR BOLTS DC DIRECT CURRENT GP GALVANIZED PIPE MNT MOUNT,MOUNTED, RTE ROUTE WODW WINDOW T LE
ET ABV ABOVE DEG DEGREE GPL GYPSUM LATH MOUNTING RWC RAINWATER WPI WATEP PROOF(ING)(ED) 1-1. DISCIPLINE:THE FIRST LETTER INDICATES THE DISCIPLINE CONCR=TP)gTr-UCTI i PAL PRECAST Al 2. -1.
r
ORDER Sheet Number Sheet Name AC ACOUSTICAL DEMO DEMOLITION GPM GALLONS PER MINUTE MTFR METAL FURRING CONDUCTOR WR� WATER REPELLENT THAT CREATED THE DRAWING. CONCRETE
ACF ACCESS FLOORING OF DRINKING FOUNTAIN GPPL GYPSUM PLASTER MTL METAL S ws� WATERSTOP 1.2. SHEET NUMBER:THE NEXT NUMBERS'202"INDICATE THE SANDI ARCHITECTURAL PRECAST
ACM ASBESTOS CONTAINING DIA DIAMETER GSS GALVANIZED STEEL MULL MULLION V11.1-," q WAINSCOT SEQUENTIAL NUMBERS OF EACH SHEET WITHIN A CATEGORY. CONCRETE ORIGINAL SCALE
MATERIAL 0 DIAMETER SHEET MULT MULTIPLE SAN SANITARY OR SANITARY W'_1-W WEIGHT 2� DETAIL IDENTIFICATION:THE LETTER OR NUMBER WITHIN THE BRICKIBRICK PAVERS/STONE DRAWING IDENTIFICAT�JN RETAIN STORM WATER RUNOFF
ACP ACOUST�CAL PANELS DIAG DIAGONAL GST GLAZED STRUCTURAL MWK MILL WORK SEWER W1.1 WALL TO WALL OR NORTH DIREC I)i,A
1 T-000 COVER S)HEET ACT ACOUST CAL CEILING DSP D SPENSER GST GLAZED STRUCTURAL SB SPLASH BLOCK,SINK THE TITLEBAR FOR EACH ENTRY IDENTIFIES THE ENTRY. PURSUANT TO CHAPTER 236
TILES D�STR D�STRIBUTION TILE N BASE xyt7 REFERENCE SYMBOLS INDICATE REFERENCE TO THE ENTRY CONCRETE MASONRY
AWT ACCOUSTICAL WALL D:M D:MENSION GVL GRAVEL SC SOLID CORE UTILIZING THIS DETAIL IDENTIFICATION LETTER OR NUMBER. PARTITION TAG OF THE TOWN CODE.
3 A-001 .00 PROPOSIED GARAGE SITE PLAN TREATMENT DV D VISION GWB GYPSUM WALL BOARD NA NOTAVAILABLE SCH SCHEDULE X$IEG"� CROSS SECTION BRASS/BRONZE PARTITION TYPE
AD AREA DRAIN DL DEAD LOAD NAT NATURAL SON SCREEN YD, YARD B. DISCIPLINES ARE ORGANIZED IN THE FOLLOWING ORDER. (REFER'TO PARTITION TYPES FG;,.
5 D-001.00 PROPOSIED DEMOLISION PLAN - TWO CAR GARAGE OUTDOOR SHOWER ADD ADDENDUN DLV DOOR LOUVER H NEC NATIONAL ELECTRIC SO STORM DRAIN YW YEAR ALUMINUM DEFINITIONS)
ADH ADHESIVE ON DOWN CODE SDG SIDING G GENERAL
ADJ ADJACENT DOZ DOZEN HB HOSE BIB NEG NEGATIVE SEC SECTION AS ARCHITECTURAL SITE
8 A-1 00.00 PROPOSIED GARAGE PLAN IAFF ABOVE FINISH FLOOR DP DAMP PROOFING HC HVAC CONTRACTOR NIC NOT IN CONTRACT BE SQUAREFOOT AD ARCH�TECTURAL DEMOLITION FINISH WOODWORK
AGG AGGREGATE DPR DAMPER HCP HANDICAP NIL NAILABLE SFGL SAFETY GLASS A ARCH TECTURAL
AH A�R HANDLER DR DOOR HD HEAVY DUTY NMT NONMETALLIC SGT STRUCTURALGLAZED MD MECHANICAL DEMOLITION ROUGH CARPENTRY COLUMN GRID
AHU A R HANDLING UNIT DS DOWNSPOUT HDR HEADER NOM NOMINAL "FILE M MECHANICAL COLUMN GRID NUMBER
ALT ALTERNATE OT DRAIN TILE HOW HARDWARE NRC NOISE REDUCTION SH SHELF,SHELVING ED ELECTRICAL DEMOLITION
ALIGN AL GNMENT DTA DOVETAILANCHOR HH HANDHOLE COEFFICIENT BHT SHEET E ELECTRICAL BLOCKING —COLUMN GENTERLINE
I 1 1,��".rE
ALL ALLOWANCE DTL DETAIL HI HEIGHT OF INSTRUMENT NS NEAR SIDE SHTG SHEATHING P PLUMBING
ALUM ALLUMINUM DW DISHWASHER HDJT HEAD JOINT NTS NOT TO SCALE SHWR SHOWER FP FIRE PROTECTION 77777� PLYWOOD/PARTICLE BOARD
AMP AMPERAGE DWG DRAWING HK HOOK,HOOKS Sim SIMILAR H,im
ANC ANCHORAGE HM HOLLOW METAL 0 SKL SKYLIGHT GENERAL DEFINITIONS: HARDBOARD
ANOD ANODIZED E HOR HORIZONTAL SL SLEEVE
AP ACESS PANEL HP HORSEPOWER OA OVERALL SPIT SEALANT 1, "TYPICAL"OR'TYP,`IDENTICAL SYSTEM COMPLETE FOR THE
APPRO APPROXIMATE E EAST HR HANDRAIL OBS OBSCURE SP SOUNDPROOF CONDITION NOTED. GYPSUM WALL BOARD ROOM TAG AND NUMBER
ARCH ARCHITECT(URAL) EA EACH HT HEIGHT OC ON CENTER(S) SPC SPACER ROOM SPACE DEFINITION
ASS ASBESTOS EC ELECTRICAL HTG HEATING OGG OCCUPANTS SPEC SPECIFICATION(S) 2. "ALIGN"INDICATES ACCURATELY PROVIDE FINISH FACES OF BATT INSULATION [� ROOM NUMBER
ASBC ASBESTOS CONTRACTOR CONTRACT(OR) HTR HEATER OD OUTSIDE DIAMETER SPKR SPEAKER MATERIALS IN A STRAIGHT,TRUE AND PLUMB RELATION TO CPT-I FLOOR FINISH
ASPH ASPHALT EF EACH FACE HEAT EXCHANGER OF OUTSIDE FACDE SPL SPECIAL ADJACENT MATERIALS. RIGID INSULATION
AUX AUXILIARY EJ EXPANSION JOINT HVAC HEATING,VENTILATING OFF OFFICE SQ SQUARE ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
AVG AVERAGE EL ELEVATION &AIR CONDITIONING O/H OVERHEAD SSK SERVICE SINK 3. "SIMILAR"OR"SIM,'INDICATES COMPLETE SYSTEM AND
AWG AMERICAN WIRE GAUGE ELEC ELECTRIC(AL) HWH HOT WATER HEATER OHG OVERHANG as STAINLESS STEEL COMPONENTS COMPARABLE FOR THE CONDITION NOTED. FIREPROOFING INTERIOR ELEVATION ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING
L ANGLE ELEV ELEVATOR HW HOT WATER OWSJ OPEN-WEB STEEL JOIST STA STATION Al GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT
AN AUDIO-VISUAL EMER EMERGENCY HYD HYDRANT OPG OPENING STC SOUND TRANSMISSION 4. "PROVIDE"INDICATES TO FURNISH AND INSTALL. GLAZING TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,
AUTO AUTOMATIC ENC ENCLOSE,ENCLOSURE OPH OPPOSITE HAND COEFFICIENT
ENS ENGINEER OPP OPPOSITE STD STANDARD 5, "REFINISH'INDICATES EXISTING SURFACES TO MATCH F.F.-T-77--.51 LATH AND PLASTER A4 A411 A2 WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
B ENT ENTRANCE OPS OPPOSITE SURFACE STL STEEL ADJACENT FINISHES. FOR CONTINUOUS SURFACES,REFINISH METROPOLITAN BUILDING CONSULTING GROUP,PC.
EOC EVERY OTHER COURSE ID INSIDE DIAMETER ORIG ORIGINAL STN STAIN(ED) TO NEAREST INTERSECTION;FOR ASSEMBLY,REFINISH ENTIRE
BCU BLOWER COIL UNIT EP ELECTRICAL IN INCH(') STOR STORAGE UNIT� WOOD FLOORINGIWOOD
BCJ BRICK CONTROL JOINT PANELBOARD INCIN INCINERATOR P STR STRCTURAL MILWORK A3 -- ---------DRAWING SHEET NUMBER
SO BOARD EQ EQUAL INCL INCLUDE,INCLUDED, SUBSTR SUBSTRUCTURE RESILIENT FLOOR
BEJ BRICK EXPANSION JOINT EQPT EQUIPMENT INCLUDING PERE PERFORATE, SUPT SUPERINTENDENT GENERAL DIMENSION NOTES: DRAWING DETAIL NUMBER Project:
BEW BELLOW ER EXISTING TO REMAIN INFO INFORMATION PERFORATED SURF SURFACE CARPET
BVLD BEVELED EST ESTIMATE(D) INS INSULATE,INSULATED PERI PERIMETER SUSP SUSPENDED 1. DIMENSIONS ARE INDICATEDTO THE CENTERLINE OF THE BUILDINGNALL SECTION REFERENCE
BE BOARD FEET EW EACH WAY INV INVERT(ELEVATION) SW SWITCH STRUCTURAL GRID,FACE OF CONCRETE WALL,NOMINAL FACE
PERP PERPENDICULAR BY SQUARE YARD OF CMU WALL,FACE OF PARTITION SCHEDULED UNLESS TERRAZZO SECTION NUMBER
BIT BITUMINOUS EWC ELECTRIC WATER IP IRON PIN/IRON PIPE SIZE PFS PREFABRICATE, �,Mx_ 4452 Peconic Bay
BLDG BUILDING COOLER PREFABRICATED SYS SYSTEM OTHERWISE NOTED.
BLK(G) BLOCKING EWF ELECTRIC WALL FAN PFN PREFINISHED CERAMIC TILE-SECTION
SM BENCH MARK EXC EXCAVATE PG PLATE GLASS T 2. ALIGNMENT OF THE PARTITIONS AND FINISHES AS SCHEDULED 4452 Great Peconic Bay Blvd, Laurel, NY 11948
B/ BOTTOM OF EXG/EXIST EXISTING JC JANITOITS CLOSET PKG PARKING SHALL BE STRAIGHT,TRUE AND PLUMB.DIMENSIONAL LAYOUT A300
86F BOTTOM OF FOOTING EXH EXHAUST JF JOINT FILLER Pt PLANTIPLANTER T TREAD SHALL BE COORDINATED IN THE FOLLOWING ORDER: METAL STUD-PLAN
BOT BOTTOM EX EXPOSED JST JOIST PLAM PLASTIC LAMINATE TRM TOILET ROOM STRUCTURAL DRAWINGS,LARGE SCALE DRAWINGS,SMALL SHEET DRAWN
BPL BEARING PLATE EXP EXPANSION JNT JOINT PLAST PLASTER T&B TOP&BOTTOM SCALE DETAILS,ENLARGED PLANS AND DETAILS,FLOOR PLANS. WOOD STUD-PLAN
ERG BEARING EXT EXTERIOR PLF POUNDS PER LINEAR T&G TONGUE&GROOVE
BIRK BRICK EXTO EXTRUDED K FOOT TAB TABULATE 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND NEW PARTITION/FIRE RATED PARTITION Project No.:
BRKT BRACKET PLS PLASTIC TC TERRA GOTTA BUILDING CODE REQUIREMENTS SHALL BE IN ACCORDANCE DETAIL REFERENCE SYMBOL
EIS BOTH SIDES F KIT KITCHEN PNL PANEL TEL TELEPHONE WITH ANSI/CABO 117.11997 AND THE BUILDING CODE OF NEW I R-02
BTU BRITISH THERMAL UNITS KO KNOCKOUT POL POLISHED TEMP TEMPORARY, YORK STATE. GYPSUM WALL BOARD
BUR BUILT-UP ROOFING FA FIRE ALARM KPL KICKPLATE PR PAIR TEMPERATURE DETAIL NUMBER
BW BOTH WAYS FAI FRESH AIR INTAKE PRF PREFORMED TF TRANSPARENT FINISH 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE Seal/Signature:
FB FACE BRICK L PROJ PROJECT THK THICK(NESS) STRUCTURAL SLAB,UNLESS OTHERWISE NOTED.
IC FBD FIBERBOARD PSC PRE STRESSED THR THRESHOLD ARCHITECTURAL SYMBOLS Al
FBO FINISHED BY OTHERS L LENGTH CONCRE E TKBD TACK BOARD 5, VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR
POUNDST BAR SCALE A500
C CENTER LINE FC FAN COIL LAS LABORATORY Par PER SQUARE TKS TACKSTRIP ELEVATION TO FACE OF FINISHED MATERIAL UNLESS NOTED
C/C CENTER TO CENTER FCU FAN COIL UNIT LAD LADDER FOOT TOM TOP OF MASONRY ABOVE FLOOR-"AFF" 0 1 2 3
CER CERAMIC FD FLOOR DRAIN LAM LAMINATE,LAMINATED PSI POUNDS PER SQUARE TMBR TERMINATION BAR L&JFML_____.1
INCH TOF TOP OF MASONRY 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION I E SHEET DRAWN
CHBD CHALKBOARD FOR FOLDING DOOR LAT LATITUDE SCALE:
CIR CIRCLE FE FIRE EXTINGUISHER LAV LAVATORY PT POINT,PLATE,PRESSURE TOJ TOP OF JOIST TO THE FACE OF THE SUSPENDED ACOUSTIC CEILING GRID OR
Ci CONTROL JOINT FEC FIRE EXTINGUISHER LBL LABEL TREATED TOL TOLERANCE FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES,UNLESS DOORSYMBOL CABINET/CASEWORK TAG
CK CAULK(ING) CABINET LF LINEAR FOOT PTO PAINTED TOPO TOPOGRAPHIC OTHERWISE NOTED. W- WALL CABINET
CLNG CEILING FECIB FIRE EXTINGUISHER LH LEFT HAND PTN PARTITION TOS TOP OF STEEL W S_ BASE CABINET
CLO CLOSET CABINET W1 BLANKET PV PAVE,PAVED,PAVING TOW TOP OF WALL 7. DRAWINGS ARE DRAWN DIAGRAMMATICALLY AND SCALED 000, 27 3 B3D- BASE CABIN2T DIVISIONS
LIC LICENSE,LICENSED TPD TOILET PAPER DIMENSIONS INDICATE REQUIRED SIZE,CLEARANCES AND V- VANITY BASE CABINET
CLR CLEAR(ANCE) FF FINISH FLOOR LIN LINEAR PVC POLYNINYL CHLORIDE
CLS CLOSURE FFE FINISH FLOOR ELEVATION PVCP POLYVINYL CHLORIDE DISPENSER RELATIONSHIPS ARE INDICATED BY DIMENSIONS INDICATED. WINDOW SYMBOL BRAG-BASE RIGHT ANGLE CORNER
CMP CORRUGATED METAL FGL FIBER GLASS LINO LINOLEUM PIPE TPTN TOILET PARTITION SLAG-BASE LEFT ANGLE CORNER 0
LIQ LIQUID BSTO-BASE SINK CABINET :.A
PIPE FHMS FLATHEAD MACHINE LKR LOCKER PVMT PAVEMENT TR TRANSOM & 00 NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY CABINET HEIGHT OR DRAWER QTY.
CMU CONCRETE MANSONRY SCREW LL LIVE'LOAD PWD PLYWOOD ARCH—ITECT OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN D3-30RAWER
UNIT FIG FIGURE LLH LONG LEG HORIZONTAL U EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND D4.40RAWER
GO CLEANOUT,COMPANY FIN FINISH(ED) LLV LONG LEG VERTICAL Q THE STRUCTURAL DRAWINGS. FINISH TAG D5-5DRAWER
COL COLUMN FLCO FLOOR CLEAN OUT LMS LIMESTONE U/G UNDERGROUND CABINETWIDTH
coma COMBINATION FLEX FLEXIBLE LONG LONGITUDINAL QT QUARRY TILE UC UNDERCUT
COM COMMUNICATION(S) FLG FLASHING LP LIGHT PANEL QTR QUARTER UH UNIT HEATER
Comm COMMISSION FLUOR FLUORESCENT LPT LOW POINT QTY QUANTITY UNF UNFINISHED KEY NOTES TAG WELDING SYMBOL 9
COMP COMPRESS(ED)(ION) FLR FLOOR,FLOORING LRG LARGE UNO UNLESS NOTED
(IBLE) FNDN FOUNDATION OTHERWISE 0
LT LIGHT R LENGTH&SPACING
CONIC CONCRETE FO FRAMED OPENING LTL LINTEL UNP UNPAINTED
CON CONNECTOR/ FOC FACE OF CONCRETE LVR LOUVER R RISE,RISER UR URINAL WELD THROAT SIZE
CONNECTION FOF FACE OF FINISH RC REINFORCED CONCRETE UV UNITVENTILATOR APPLIANCETAG
CONST CONSTRUCTION FOM FACE OF MANSONRY M RS REINFORCING STEEL F1 174 3@ 2 1 WELD NOTE
Ci CONSTRUCTION JOINT FPL FLOOR PLATE RA RETURNED AIR V
CONT CONTINUOUS, FOS FACE OF STUDS WELDTYPE
CONTINUE(D) FR FRAME,FRAMED, MAINT MAINTENANCE RAD RETURN AIR RADIUS FLOORING MATERIAL TRANSITION BELOW LINE ARROW SIDE
CONTR CONTRACT(OR) FRAMING MAS MASONRY REIR RUBBER V VOLT ABOVE LINE OPP SIDE
COORD COORDINATE FP FIREPROOF MATL MATERIAL RST RA13BET VAL VALIDATION WELD ALL AROUND
CORR CORRUGATED FRT FIRE-RETARDANT MAX MAXIMUM RCP REINFORCED CONCRETE VB VYNIL BASE
CP CLAY PIPE FT FOOT(') MBF 1000 BOARD FEET PIPE VCP VITRIFIED CLAY PIPE
CPG COPING FTNG FOOTING MEIR MEMBER RD ROOF DRAIN VCT VINYL COMPOSITION TILE NORTHARROW REVISION SYMBOL Date: Scale:
CPR COPPER FUR FURRED,FURRING MC MEHANICAL REF REFERENCE VENT VENTILATOR N AS NOTED
CPT CARPET(ED) FURN FURNITURE COP TRACTOR(OR) REF REFRIGERATOR(ED) VERT VERTICAL REVISION NO.
Drawing Title:
CR COLD ROLLED FIX FEKTURE MDF MEDIUM DENSITY REG REGISTER VEST VESTIBULE
CRS COURSE(S) FIBERBOARD REINF REINFORCE, VF VINYL FABRIC
In MECH MECHANIC, REINFORCED(ING) VIE VERIFY IN FIELD BENCHMARK OR FLOOR ELEVATION
CSMT CASEMENT G MECHANICAL REQ REQUIRED VIN VINYL COVER SHEET
CS COUNTERSINK MED MEDIUM RES RESILIENT Vi V.JOINT(ED)
CST CASTSTONE G GAS MFD MANUFACTURED RET RETURN VOL VOLUME
CT CERAMIC TILE GA GAUGE MFG MANUFACTURING REV REVISION(S),REVISED VWC VINYL WALL COVER
CTR COUNTER GALV GALVANIZED MFR MANUFACTURER RFG ROOFING DIMENSION POINT REVISION CLOUD
CTSK COUNTERSUNK SCREW GB GRABBAR MGR MANAGER RFH ROOF HATCH W qDP
CU CUBIC GC GENERAL CONTRACT(OR) MH MANHOLE RFL REFLECT(ED),(IV),(OR)
CULV CULVERT GCMU GLAZED CONCRETE MIN MINIMUM RH RIGHT HAND W WIDEMIDTH Drawing No.:
GV CHECK VALVE MASONRY UNIT MIR MIRROR RIM RIM(ELEVATION) W/ WITH NOTE:INDICATES FINISHES SHALL ALIGN
L0 CW COLD WATER GO GRADE,GRADING MKBD MARKER BOARD RL RAIL(ING) WEI WOOD BASE
N CWS COLD WATER SUPPLY GF GRANULAR FILL MLD MOLDING, RM ROOM WC WATER CLOSET LIGN--�
0 CY CUBIC YARD GFGI GOVERNMENT MMB MEMBRANE RMV REMOVE WCO WALL CLEAN OUT
C\I FURNISHED
M0 MASONRY OPENING RO ROUGH OPENING WD WOOD
GOVERNMENT INSTALLED MOD MODULAR
ROW RIGHT OF WAY W F WIRE(D)GLASS
N",
CEILING MOUNTED COMBINATION
SMOKE/CARBON MONOXIDE DETECTOR
7777
NOTES
GENEII;�^L 5T U CT �ANOTE5
....
DRAWING ISSUE
A. D125IGN LIVE LOADE5 5TRUCTURA? '51_LEL J. NIA50NRY WALL UINFORCING 5CHEDULE NO. DATE ISSUED FOR
1 4/4/2025 REVISED SUBMITTAL
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COI,-,.TENT A5 MEASURED BY A5TM DG0_16 AND 5'5`i",, AS V!'ASU E 15Y A51N' D 1 157.
ti €¢, - pa -� I . 57RUCTUF:AL LUMDER 5'1A'L BE L;F',, ENI DOUGLAS FIR LA CH NO. 2, O BETTER. UN�"LE```,S N ,� 4 3, n €, Applicant of Record:
G. �-C�C�T1tJ�� ELE'��ATIi•d5 SHALL NOT `E..;E P=..A�S:-D 0�. LC:?`wfEP�ED WITHOUT Af Pt--�0'''�AL ►� - i11E
EN��JN`EP-..
OTE1�'�VI5E NOTED ON THE P'LAN5 WITH THE I-'OLLt�� It��G MIt�IMUI`V P�OPERTIE5: #� 52 `�� �5 `� � 1 23
7. FOUNDATION 5U5yGPADE -REF,ARATiON 511ALL BE IN ACCOFDANCE TO GEOTEC HNICAL a. Fb - 850 P5'
a ENGINEER1*14G REPCDFZT_ . Fc (PER.PENDICULAR) = G25 P51
5. C1-I�jRGE5 1F°J I_EVE.L FO.OTING5 M,05T 5E t�EFT WITHIN: THE SAFE ANGLE OF REP05E OF THE �f. I _ ,5 P51`
5,011_ (ONCE VERTICi 1, TO -RIVO HORIZONTAL) CA E = I ,G00,000 F 51 NOTE5:
`w'. DO NOT 13ACKRLL 5A5EMENT OR RETAINING �N'ALL5 V,1ITt�OU7 AUTI4-ORIZATIONr=J OF I , BASIS rOR DLVELC:"irIMENT AND SPLICE LENGTH:
! 5,, " y I1 c^ � �� p 2, ALL PRE155UR.E rP a`�tTI'D LUt� DEI� ��HALL BE N o. P 50UTHEF°N ` fLLO�'�/ PINE OF' BF" fF , ALP�1A = ) .3 BETA = t .0 LAMBDA = 1 .0 RATIO Ac5 PEQ_)A� ACT = 1 .0
EFdCaFN�F�.EF'.. � L001~.� �LA�.,.� 1 ..0'v IDING ..�IJP'1`C�F�,T F0� ,�U�H t€v'ALL.� N�',J..�T � IN F' LA;4,.,,E �r'�'ITH ACC3 (AL ,LtNF; CO1�J=°E O'U.��T1=I�.t'•J.A�P,�Y) T�F=ATMEt`JT. � � , b� R�►,TIC) C'F5P`AC:It''1G.OiA,Nv'LTL=�, = 2,C)
F R!OK TO DACt'fILLI€°SIG OR DIAGONAL L FM,ACING kt`1U5T 55. P1~ovIDES 10 HOLD THE FULL
q Pi*',0re 1DE 4 €fiASHEt�' D�T N ALL Tt�1 FOLT I-1EA.D5 A.ND '4a00�% ANCJ BETT�',/LNI ALL NLaTS
C31;�E Of TN€E BACKFILL UNTIL THE FLOOR 5LAB5 HAAVIE AT 1 AINED FULL STF,NGTH. � • 2. UNLE155 NOTED OTHEP,. %IISE, LAP SPLICES IN C O'NC;R.ETE DtAM.S, 5LAE35, WALLS AND
10. CC)NTRA,GTOR MUST ADEQUATELY PROTECT €k ALLS. PIERS', ETC, FROM DAMA(t E D;JE To AND WOOD. FOOTING5 SHALT_ BE CLl 5 "5" TEN5ION LA,F' 5P[ICE5 * LAP 5PLICE5 IN CONCRETE
BACr\FILLING, 4. LAG DOLTS AND SCKEW5 511ALL BE PROVIDED WIT h LEACH MOLE;" HAVING A DIAl`AETfR COLUN.'`I145 5HALL. COMPRESSION] LAB' 5FILICES,
1 I _ CONTRACTOR MUST PREVENT THE F UNDAT;ONS, FROM BEING PUT 114 v='=•OPARDY FROM NOT GKEATER THA.0.4 70 PERCENT OF THE THREAD DIAMETER OF Tt1IE BOLT OR 5CREW,
a , , . CONTACT 5TRUCTURAL ENG1,kF.F If CENTEP,, TO CENITE 5PAGIN,.,, Of REINFORCEMENT
EXC,�.'�,�A,TION�J�S FOR. t.JTILITIES, ETC. AL: LAG BOLTS AND SCREWS 51�ALL BrErt�SE�;TEP+ IN LEAD �itD�.E,�:� �`t f TUP.N:NG AND IS LES'S THAN OR EQUAL TO 2 BAR DIAMETERS ( 2�b).
J 2. ', iEP,.E PIPES PA 5 T H ,OUGh NE'O 4` l-%115, DROP FOCI$ING5 50 THAT Pl�E5 PA55 OVER UNDER NO CIRC1_It%�5,TAN' CE5 BY DRIVING WITH A HAMMIER.
THE TOP OF THE fOOT ING5.
5, THROUGH BOLT`, SHALL BE PF'0VIDEDi �l`'Vv1ITH DOLT HO�'E-� hICI-1 ARE 32' TO INCH
J 3. DET �41�.` It-RING f ROCEDURf-5, IF REOUIRf,D. 5HA.LL NOT 15°TUP,5 Tt1E 501L 5TRUCTU�, LAF7,,GEF, THAN THE 5-OLT'5.
14. THE C,ONTRACTO'�;, St,ALL l`,/, L0Y ALL (tir'�r. AN5 NLCE5,. ARY -�`•r-�' E.15LJP THAT THE � n ,� : � � AS
j, � ALL THEDES PROPERTYGNS AND FMETROER DISCLOSURES BUILDINT FORTHG
HEREIN
_ _ �, <,.� �f:F:L t"�r€I"y ,'�,LL ,y�,�=`;�,."€��'`�.j' IE,,,� „•.�I—I,�,�.L �0t•'J; �=Etta"( '��0 ,d�„��t>„r� �,,�,�, L. T�F 1+e.r,�.L �0a'� 1�TL I�.�INI��,.r`F��II`�J� L�,�'lP*. � I<�tIL� ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING
STRUCTURAL RUCT URAL I1NTRLC-RI Tit' 0,5 ANY AND ALL ADJACENT' 5 T X UCTUPP_5 WILL NOT BL 7 F'LY�'Wa00D ��HALL D �._C EXT L K I0�. ✓���'A ��A � t'v1A wt D 01 Lt�L1lI4lALLNT, OF THE GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT
COt�F'P�,CyN�'I.SED. �-,� p�! � TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,
Tt11C r JE55a S1-IO1t N,� ON THE D, A�4ING5a. G MIN NOTE5: WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
8. PROVIDE OTHER MANUFACTURCD A.CCE550R,115 A5 PFQ'J'PED AND A5 SFECIF'IED, METROPOLITAN BUILDING CONSULTING GROUP,PC.
r r' � � �� WEATHER r c �� I I . Lf't`�' .. SEC G.S.t'�1,
C, J .IdI=TE 9. ,�`,LL FABRICATED ICATED STEED. ASSEMBLIES EX 05CG TO �.+aEATHEP� a'�.C�€D ALL .3TECL FA5TFNEP,5 2, MA,,,; 11'..'3LIM 1/5 LAP BUT NOT MORE THAN G",
INCLUDING BUT NOT LIMITED TO NAJL5, ANCI'O BOLTS, CONNECTION BOLT5, KI_,T5, rfi E TIES. Piroject:
. At L CaONr'CRETE 5H.A.L.L C�E�€fiFl OF A M1NI'tt4UM1 C:�OMPr'�E551VE �)TRFNGTH AT 2 DA.Y5� A.j �, � � � a. <=, s a � r € � �. a' jai � � ,ti. - B"tt' C►FFS�T 4. `a JP
G1 0' �/1�..�HCP�..�. C1tG BOI_T5 0� SC�E�','`5 ,..1-1A1_�. BE GA..+� A.�JI��I.� IN .�,..-,��Of�Ctf��J..„.E �.IkH THE
•�. t;�: (J €' MI°`•JIN'�L'`t�)_ 4452 Peconic Ba
k 1 v� 5: A5TM 5TAN[�ARD FOP,. ` �1AT .�'d,CCF`650R.Y, /k'-Tt�l A2 1 .�. A 1 5q O`� dOTr,ER. # , # 10 Y
5. RADIUS=3d `FOE,. BA,�� t�:0� 0�`ER ��3; � FOI��.
4,000 Fa5.1 10, PAt ` I t' h, : ;w , , ' A.N1D 115AI*�. 5 FC P J ,ANJD �J BARS, Sri FOR �452 Great Peconic Bay Blvd Laurel NY 11948
P IC.ATED ITEt�'1� NO1C�'.TED O 1 T'1F PLC� �,� �` E D 5 �t<,�T D / .,� P�OD,JCT.� ,� ,
b. ALL 0T'`1E . CONCKETL `kVOF�. .3,000 P5` PRODUCED BY THk �alt',�11'��0°°�! 5TF0r-1G `CIE C0*�'1f''AN`r�. I'F;.O`+.''IDE t� tt�5 NOTED OIL �4 � y ,
ALL GR.ADt 40 AI.55 WITH 180 Dr rF'EE
2. ALL CONCRETE WORK 5`1ALL CONFORM FORt',r1 TO ACI 5 18 A'•JD ACI 30 i . EOUIVALENIT F PODUCT"5, €€ m �
3� CONCF>_TE FLOOR, SLAB CON�I5TRUC,TION 511ALL CONFORM -0 A.0(302J , FLOOR 5LAE35 r I g�, � r � e- EAI � ; �. �� 1� tw11,�1I>�Ld'�'1�.
�- 1 1 , ALL A.�,r11,�IATED '�'`E€JEEP. LLB=�'IE3_P, �L�.' L,1 .�t�A.LL t1A'� C THE i'OLLC)E,� ltJC� N4'11f�1t�'�,JNv� 7, t 2� �0"0 DEGI��1= MOCj��, Project No.:
51�iALL BE T'F'OPCNTIES: 8, C6,. ( 4" MINIMUM).
C1165 2. Eb - 2,G00 P51
=4. Pi COVIDE C�ON'15TR11..IDTION OR CONTROLw k� , v CAS°. CLFARA"NCE 5' 135 DEGREE DEt�D. Steal/Signature:
�' J01NT5 lP, 5Cs`�.P_,5 AT LOC°ATIOI�IS 5"10�a rN ON b. � 2c'35� F5I '
-
D �J �€'�'I'�J!"'S , T OF PS�FT AND CHA.t4JGE5 IN DII FCTION AND AT 30 FEE l a' lte,''JNt. � 10, 13END AKOUt�;D 1 112" PI%4 WOK #3 D:AP_1:5. REND
APE �PE3JDICUL f' - a`5C' P �5.1 AF40I.JND 2" 1'IN1 EOK #4 I3AP,5. DEN'D ,A,ROU"1D
5, C0�4CRETE !,"1F' LL Dr- CURED" A MIt-,,1v ,JN',� OF 7 Dt"�'ro 13Y ONE O�� [VO;;E N',�`1ETHOD5 �. _ = I .�D'�,04�0 P. I
51'1z CIN�IED IN CH >,°:'TEI I ? OF ACI 30r,
0 t . 2 I�2€` Fits! F0 # .
G. SEE ARC I-IIT F=INF51 I,,t0UIRI!D FlOOF 1tJ-'St-tL:=a,
7. E`LACE 1/2" EXPAt�1`511ON JOINT t`�1AJ LR.!AL DET /EEN L"�C F�a '0E �I_AB5 r�.ND ��Et�T1C AL t. N�� SCEF.4 AI�1E0U5 Ixe .D Ii��,
SUI�FA.CES U`JLES�;S CTt1EP�','�a'1SE C{OEtO.
C?�Cj G G s Y
I , ALL CON5TRUCTION SHALL P'/FET THE R.EQUIPZEIVIENT5 OF Tt-'F 2015 INTS NATIONAL � � cc� �'.�►
D. 1\1bNFO ONG ,1TLLL F,f51DFNT`AL DUI,-D!NG CODE AND NF'Al Y0 1`, DEPAP,Ft111ENTT OF 5TN4TI_ 201 7 UN, M
COC.�L SU1�P .EN'�EtJT,
? . DAR,5 .,t-IALL DE ROLLED 5R.OM tF>IE'V 131LLE,_-5TEEL CONFO FMING TO A51M AG 15, GRADE 2. NO NOTE OR LACK 1 I1EPE OF SMALL BE CONSTRUED A:5 PEL[tV;NG TI-E CONTRACTOR
GC . 10N�1 tXECUTING ALL THE ' ,rOP " IN Ar�`CrDFDA 'JC"E IWIT H 20 15 I JTEFNATIC .JAL
5 O�N
,.a
2, l'},°ELCED WIRE FA:DIP�IC 5taALL CONFORM TO A.5Ttr� A 185 0 R, A.5TM A457. RE51DIN�'"IAL 5UILD;N€0 CODE AND NEW `r''O`?ta DIFARTMEN T OF STATE 20 J 7 UNIFORN II
. DETAIL F.A.B°I��I CA.T� PE=N:�0,'..�CIt�I.� STEEL It'. ACCORDANCE ��WITH `ACI CODE SIJI�PLCt'��°Et°JT AND ALL LOCAL P�.EGI.�ILt-�,TI0t�15 HAVING J11°��15G111t,,.,Tlt.�t''�I. €
MANUAL". PU5LICA\ ION 5P-GG. 3. THE ENGINEER 5HA'J,.. NOT 5E RE5PON5IP_E FOP A.CT5 OF Ot=6�115'5ION OF THE 5
4. RE1111qFOR.CING 5TEIEI_ 51-1ALL BE REVIE`vlt�-:D BY THE LOCAL BUILDING OFFICIAL FPZIOR TO CONTRACTOR OR. A.NY 5U5r0. N T�-,C=0R OR AGENTS 0 F. Ai',Y O T M EF', PER_5'0I.-J5
PL ;,O#1t'JG C ON CRFT-E Oz
_ PERFORMING 'THE :'�/QR�� , 15 �---�
5. PP.O VICJE BAR5 AT' COR.NER.5 AND IN EP FC7'=0t°ql;-) of FHE 5AME NUMDER AND 517f A5 4, THE FIIGINIFEF' 15 NOT PE5~0N151PjLE FOR 0DITAININ(2, ANY F3L)11_DIN T'Ef'YIIT5 a' ND OR
Date: Scale:
LONGITUDINAL 13A[P,5 IN FOOTING5 VARIANCE APPRO A,?, 5 AS NOTED
Drawing Title:
EMEND ' 1100.� DE7'AIL5 5vLICE: DETAIL
T F. GROUT NOTES
J . F'I 0��+1`CJI NOt'J-5�1I IIN GI=C L1T UNDER ,ALL CO'UMN 1 A5E I'LATE5 OR D'AM BEARING
N PLATES.
`\1 2. NON'J-5F1K1N1K GR01UT 5�1A'L C.�ON'0 ORM TO COF>P5 OF!:: ENGINEERS SPECIFICA ION CRD-C Drawing No.:
N
N G2 1 , GKOUT .5HA ILL BE NON-MCTALLIC AND NON-STAINING.
NOTES
DRAWING ISSUE
�V NO. DATE ISSUED FOR
Jv 1 1 4/4/2025 REVISIONS TO FILING
O _ 2
[}� 3
V
4
5
� 1
6
7
8
`! v
I 9
5- io
O � 11
12
DRAWING REVISIONS
Q � I
�L 1
74 NO. DATE REVISION
� � 1
\ 2
' 3
s
4
5
6
7
t I
8
9
\ \ 10
I I
11
12
I I
THIS APPLICATION IS APPROVED ONLY FOR WORK
I I
INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
i OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
I '
,' 11
SITE:
4452 Great Peconic Bay Blvd,
I \
Laurel, NY 11948 Designer:
TAX LOT 22.1
SCTM#: 1000-128-04-22.2 I SAAC - RA E
SITE PLAN BASED ON A SURVEY BY KEN WYOCHUK 10/19/22 430 Main Street Greenport, NY 11934
T. 347-276-6093 E. clay@isaac-rae.com
LOT AREA 45,296.23 SOFT N-750ao
BUILDING CLASSIFICATION TWO CAR GARAGE 1 \ \ Applicant of Record:
TAX LOT 22.2 \
' 11
PROPOSED TWO CAR 430 SOFT \ \
GARAGE RENOVATION AREA \ \
I '
_ 1 I
PROPERTY INFORMATION
L J \
\N
\ \ i (P 0 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
i i I (p Lo ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING
CONSTRUCTION APPROVED, \ / i 1 N GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT
I HYDROACTION IA WASTE WATER ' v,\ GRAVEL DRIVEWAY TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,
I \ TREATMENT CENTER / / I \ m WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
WORK IN PROGRESS ` I/ � /I � METROPOLITAN BUILDING CONSULTING GROUP,PC.
LINE OF EXISTING TWO CAR GARAGE
��� / / o NO PROPOSED CHANGE TO EXISTING
Project:
\ i �,\N \ \ _ , •� \ SETBACKS OR CHANGE IN USE I
Nory
Ilk
4452 Peconic Bay
LINE OF EXISTING OUTDOOR SHOWER 4452 Great Peconic Bay Blvd, Laurel, NY 11948
PROPOSED 1 STORY EXISTING
°° ACCESSORY TWO CAR \ , \ TO NO PROPOSED CHANGE TO
EXISTING SETBACKS OR CHANGE IN
GARAGE RENOVATION �/ \\ Project No.:
° USE I R-02
i s \ Seal/Signature:
\` 0„ o. t 1 No LINE OF EXISTING \ 0 \ \ g
TWO CAR GARAGE 2 STORY
t t 1 \ N
� t CONSTRUCTION APPROVED, ;
O
———————— \ WORK IN PROGRESS \\ N o
j\ .-N \ EXISTING SET BACK TO o ✓'""��� \'\ LINE OF EXISTING OUTDOOR SHOWER \\\ REMAIN O��R�y y�(,'y,
t TO BE PARTIALLY REMOVED 1 \ TOP OF BLUFF Y CD
SEE DEMOLISION SHEET D-001 \
DN cc
EXISTING WOOD AND
t I I \
112'- 10"TO PROPERTY LINE \ \ \\\ VINYL BULK HEAD
-
104' -2"TO BULKHEAD EXISTING SET BACK TO REMAIN \ ,I—Q. 1976�A0
OF NE
�\o FIRM ZONE X EXISTING WOOD JETTY
1 1 \ Date: Scale:
I �
` Drawing Title:
AS NOTED
a �\ 2 STORY �\ EXISTING REAR YARD SETBACK o'� N� O
N PROPOSED GARAGE SITE PLAN
I CONSTRUCTION APPROVED, / � ': V
t WORK IN PROGRESS �
T �
Q�
r EXISTING WOOD STEPS \ / ` Drawing No.:
Ln
N
O
N EXISTING WOOD JETTY
n PROPOSED GARAGE SITE PLAN
G PROPOSED GARAGE SITE PLAN 1
1 : 180
NOTES
GENERAL NOTES: DEMOLITION LEGEND:
DRAWING ISSUE
1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. EXISING EXTERIOR WALL TO REMAIN 57 LINEAR FEET NO. DATE ISSUED FOR
CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWN/ 1 4/4/2025 REVISED SUBMITTAL
SPECIFIED AND ACTUAL CONDITIONS. _
2. ALL DEMOLITION WORK SHALL BE PERFORMED IIN ACCORDANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR EXISTING EXTERIOR WALL TO BE 28.2 LINEAR FEET 2
DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE) AND ALL OTHER APPLICABLE CODES REMOVE 3
AND REGULATIONS, IN ADDITION TO THE SPECIRICATIONS IN THE CONTRACT DOCUMENTS. 4
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL EXISING SLAB TO REMAIN 412 SOFT 5
FEES REQUIRED FOR ENCROACHMENT, GRADING, DEMOLITION AND LEGAL DISPOSAL OF MATERIALS AS REQUIRED BY
PRIVATE, LOCAL AND STATE JURISDICTIONS. 6
4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO CONFIRM THE EXTENT AND 7
CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT DOCUMENTS. 8
5. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES.
6. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.
9
7. REMOVE ALL WINDOWS AND DOORS. 10
8. REMOVE ALL EXTERIOR FINISHES. 11
9. REMOVE ALL EXISTING PARTITIONS SHOWN DASHED, INCLUDING ALL MECHANICAL, ELECTRICAL, AND PLUMBING 12
FIXTURES THEREIN, UNLESS OTHERWISE SPECIFIED.
10. CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF SELECT CEILINGS, FURRING STRIPS AND FASTENERS DOWN TO DRAWING REVISIONS
EXPOSED STRUCTURE.
11. G.C. IS RESPONSIBLE FOR LOCATING/COORDINATING ALL EXISTING UTILITIES PRIOR TO EXCAVATION.ANY NO. DATE REVISION
OBSTRUCTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMPLETION OF THE WORK. 1
12. COORDINATE ALL DEMOLITION WITH STRUCTURAL DRAWINGS. PROVIDE TEMPORARY SHORING AS NEEDED. 2
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE PARTIAL DEMOLITION OF
ANY STRUCTURAL ELEMENT. SEE STRUCTURE. 3
14. ALL PLUMBING FIXTURES TO BE REMOVED FOR RELOCATION/REUSE. 4
5
DEMOLITION GENERAL NOTES n DEMOLITION LEGEND 6
1/4== 1'-0" 1/4" = 1'-0" 7
8
9
10
11
12
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
I I
I , I Designer:
i , I
SAAC - RA E
I
I EXTERIOR FINISH TO BE REMOVED I
REMOVE EXISTING EXTERIOR SHEATHING TO BE ; 430 Main Street Greenport, NY 11934
5'-2" I 10'- 1" 5'- 1" EXISTING GARAGE PRESERVED:CONTRACTOR TO INSPECT
10, DOOR AND HARDWARE, TYP. I SHEATHING FOR STRUCTURAL INTEGRITY/ROT. I T. 347-276-6093 E. clay@isaac-rae.com
1 REPORT TO ARCHITECT FOR REMOVAL OF
DRIVEWAY DRIVEWAY EXISTING SHEATHING,TYP I DRIVEWAY
I , I
I
1 20'-4" Applicant of Record:
I I
I � �
— T — — — — — --------+-- ------------------------
REMOVE EXISTING I — — — __. _ `' _ _' _ _
GUTTER AND ASSOCIATED �T _�,.= -�Y ;_ �. - �•'` \ I I w
DRIP EDGE,TYP
\ III LINE OF EXISTING
�: I I GARAGE
EXISTING CEILING JOIST AND I I /\ �\ / 1 1
in I CEILING TO REMAIN IN THIS EXISTING DOOR \; , / 1 `/ \,' I
I , I TO REMAIN I , �.' `. I' ,' / % �,
LOCATION0 � ( >I
I I
I
\
a:::!.......:..:....:.....I EXISTING TWO CAR GARAGE/DRY STORAGE
EXISTING WINDOWS 1 ,' � i \ I I
I TO BE REMOVED , � I y \ �\ \\k\y' _ I
y �' 11 co I
N I I EXISTING SLAB
1
�► I I I I /' I. \,''' 'y TO MAIN \� /J ;I I N 1
t:
I ;
I � '• 1 u j"� ��, pp \ \ I ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING
GROUP, C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT
..:...:.... .
I ,...;...1.... :... : ...:.....a.....,_.,_......,._!....,...,........;._,...J:::::::f...,.. :i ` u� TO REPRODUCE OR CONSTRUCT IT IN WHOLE OR PART
} 4-4
I \.
M , .:,:.:.;.......,......_; ... .... r ... WALL TO REMAIN, P '
\( WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
I ' - --;.,;•-' , ,, . �I I METROPOLITAN BUILDING CONSULTING GROUP, C.
I i f y, X_ \i /'�\ J \ r \\ .' it I I Project:
PORTION OF EXISTING WALL
REMOVE PORTION OF ROOF FOR TO BE REMOVED I \ \ r. �I . I 4452 Peco n i c Bay
NEW SKYLIGHTS FOR NEW WINDOW OPENING I > I
4452 Great Peconic Bay Blvd, Laurel, NY 11948
PORTION OF EXISTING WALL I
REMOVE EXISTING Y - , I Project No.:
1 OUTDOOR SHOWER STALL I �\ EXISTING FLOOR•' TO BE REMOVED 1
FOR NEW WINDOW OPENING EXISTING UN ENCLOSED OUTDOOR SHOWER 1
)�:�TO REMAIN rI IR-02
I 1 I REMOVE ALL PLUMBING I ! ALOI�
rr. C\, , LINE OF EXISTING I Seal/Signature:
I FIXTURES FROM ONE \ \\ . �; t I �� OUTDOOR SHOWER g
\ EXISTING WALLS AND I
I , I OUT DOOR SHOWER \� \, "�' EXISTING FRAMING TO I 1 1
EXISTING PORTION OF OUTDOOR OTHER SHOWER REMAIN I CLOSET I
I I FIXTURE TO REMAIN
SHOWER ROOF,GUTTER,AND -
j I ASSOCIATED DRIP EDGE TO REMAIN i \ '. ,ixl I I EXISTING GATE
I 1 PROPERTY LINE ' DI�/��
EXISTING WINDOWS 1 13'-4" � I GJ� yj
TO BE REMOVED
1 REMOVE EXISTING PORTION OF
OUTDOOR SHOWER ROOF, GUTTER,
AND ASSOCIATED DRIP EDGE,TYP r- - - - - - - - - - - - -7
RIFMOVE EXISTING GATE AND 112'- 10"TO
SAVE FOR REUSE PROPERTY LINE
1 I I i, i 104'-2"TO 3976� y0
`1 I REMOVE EXISTING 1 I BULK HEAD fi�F �E1�
CONCRETE PAD
EXISTING CONCRETE PAD �0 i/�
Date: Scale:
AS NOTED
Drawing Title:
n PROPOSED DEMOLISION PLAN - TWO CAR
r DEMOLITION ROOF PLAN GARAGE / DEMOLITION PLAN GARAGE / OUTDOOR EXISTING GARAGE / OUTDOOR GARAGE / OUTDOOR SHOWER
3 OUTDOOR SHOWER PLAN n SHOWER PLAN n SHOWER PLAN
1 ,n 11 Drawing No.:
c� 1/4" = 1 -0 1/4 = 1 -0 1/4 = 1 -0
T
^ r
N
O
N
et
NOTES
2.9 3
1 1/2" 1"
INSULATED SKYLIGHT GLAZING
6 MIL EPDM ROOFING DRAWING ISSUE
- t
3/4"CEDAR SIDING I I PITCHED TO ROOF DRAINS N0. DATE ISSUED FOR
EXTERIOR _+
SLOPE SKYLIGHT MULLION Li L L :p{ WOOD FURRING 1 4/4/2025 REVISIONS TO FILING
2" l I ;_ 1 1/2"THICK INSULATED 2
��- V V V :_i.' R-SHEATHING STAINLESS METAL COPING 3
SST FLASHING 5/8" GYPSUM BOARD /W WATERPROOFING I W/DRIP EDGE 4
LI L L MEMBRANE, R-6 ----- -- -- - 5
_...------.._..---- ...._
co
j
LVL BEAM 6
N 6 MIL EPDM MEMBRANE ROOF I i WINDOW HEAD SUPPORT T --- -- ---
7
.Y
SEE STRUCTURE ------------ 14"TJI JOIST, SEE STRUCTURE
CANT _---
;.; .
4.== CONTINUE WEATHER RESISTIVE 35, - 2'� — _ _ - _GARAGE ROOF 10
SUBSTRATE BARRIER
.,
SEALANT AND BACKER ROD � L L L _..................._.._........_.._...._....___._.. „ 11 V V V
SKYLIGHT TAPERED RIGID POLYISO L L L
CURB WOOD INSULATION T (3)14 LVL HEADER, SEE STRUCTURE 12
BLOCKING
DRAWING REVISIONS
INTERIOR WOOD TRIM ( I FRAME CLADDING 1
SEE MANUFACTURERS NO. DATE REVISION
3/4"SHEATHING I I I SPECIFICATIONS 1
(2) 14" LVL BEAM AT SKYLIGHT I 2
I 3 1/2" 1 1/2" a> I I 3
OPENING 4
SEE STRUCTURE I PICTURE/DIRECT SET WINDOW
5
6
GARAGE DOOR BY OTHERS 7
g
. — --� EXISTING CONCRETE SLAB 10
4.
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
SKYLIGHT SECTION DETAIL GARAGE WINDOW HEAD DETAIL GARAGE DOOR SECTION OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
5 3" _ '1'_0" 3/4" = 1'-0" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
NOTES : PROPOSED PLAN LEGEND:
1. GARAGE DOOR HEADER TO BEE(3) 1-1/4"X14" LVL PROPOSED WALL Designer:
SKY PLANE 2. SKYLIGHT FRAMING TO BE (2) 1-1/4"X 14" LVL GIRDERS TO SPAN WALL TO WALL
3. SKYLIGHT TRANSVERSE FRANAING TO BE (2) 1-1/4"X 14" LVL HUNG FROM GRIDERS WITH Strong-Tie LGUM410 OR I SAAC - RA E
EQUAL EXISING WALL TO REMAIN
4. EXISTING FRAMING TO BE MODIFIED TO ACCOMDATE SKYLIGHTS ANY CUT JOIST TO BE HUNG FROM NEW
STRUCTURE WITH SIMPSON JOIST HANGERS r -'8 430 Main Street Greenport, NY 11934
PROPERTY LINE 5. WINDOW AND DOOR HEADERS UNDER 3' IN WIDTH TO BE (2) 2X12 DOUGLAS FIR .w. J OUTLINE OF EXISTING HOUSE
6. GARAGE TO BE UN CONDITIOMED T. 347-276-6093 E. clay@isaac-rae.com
7. NO PROPOSED CHANGE TO AINY EXISTING SET BACK NO PROPOSED CHANGE TO USE
8. OUTDOOR SHOWER TO BE REDUCED IN SIZE EXISTING FRAMING AND ROOF TO REMAIN NO CHANGE TO SETBACKS
20'- 10"
EXISTING AND PROPOSED TWO CAR GRAGE GFA 430 SQFT Applicant of Record:
3'-5" 14'-0" 3'-5" n GARAGE OCONSTRUCTION (NOTES
GARAGE ROOF GARAGE DOOR WIDTH
PARAPET DRIVEWAY
lzo '
oa i A-100.00 I -100.00 I
_GARAGE ROOF _
®� � I I
35' - 0" I ' I
I
NEW CEDER SIDING i 4 I 4 NEW GARAGE DOOR
TO REPLACE EXISTING 1 ,
NEW GARAGE DOOR 1 I , 20'- 10"
HEADER SUPPORT i 20'- 10"" I
(3) 1-1/4"X14" LVL 3'-5" 14'-0"
W r 1
O I O =
NEW GARAGE DOOR - - - --- - � - --- -
.„ s ws l sow am yes ws am* wws W" 0 r � ww w amm re..+ .,.�•�..«..-
0 0 0 �0
T LINE OF EXISTING -.---- - � -- --
co GARAGE _ _ _ — — _ _ — _ _ _ _ _ _ _ _ = LINE OF EXISTING
= — GARAGE I
W � 1 I ROOF PARAPET 2X6 COLUMNS BELOW
I .
Q ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN
NEW SKYLIGHTS AND ' I , ; i, ; I ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING
NEW FRAMING FOR — — — — I �, 'I'Y.- \'' -- GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT
SKYLIGHTS I I 14 TJI JOISTS I TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,
�—GROUND— _ _ _ AT 14"Q.C. 14 WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
5 _ 0 METROPOLITAN BUILDING CONSULTING GROUP,PC.
00 NEW CEDER I— DING
SKYLIGHIT = _ _ (2) 1-1/4"X14"LVL SKYLIGHT TO REPLACE EXISTING Project:
SUPPORT US SIMPSON I
_
— I I I — _ = Strong-Tie LGUM140
- - - - - 4452 Peconic Bay
� t �I PROPOSED TWO CAR GARAGE/DRY STORAGE ,I..
6 MIL EPDM ROOFING " r.
F SLOPE I SLOPE —� PITCHED TO ROOF DRAINS 4452 Great Peconic Bay Blvd, Laurel, NY 11948
PRO►POSED GARAGE NORTH N N - - - - - - - - - - - - - - - - - N
ELENVATION i
I
R:
4 1/4" = 1'-0" MODIFICATION TO _ �' r I Project No.:
EXISTING ROOF 00 = _ = SKYLIGHIT = _ _ I - y { IR-02
2"X14" LVL SKYLIGHT r
SUPPORT 1 I I
N Seal/Signature:
I
20'- 10" I I 1 '..' ``•
1'-9" 3'-0" 1'-9" T-3" 2' - 1" 3'-0" 2'- 1' C _ = 1=
GARAGE, ROOF I
PARAPET ' I ' D/�
I R R
37' -s"— — — _ _� _ _ = = = = = T = = = = = _ _ _ _ I �� Y eye
NEW CEDER SIDING . ... .,.a . ., , ._.. . »
GARAGE: ROOF N TO REPLACE EXISTING
— — — — 2 1 I .► d' �.r1
�e 35' - 0 ( 1 I
2X12 HEADER , NEW 2 I I
SUPPORT O 2X12 NEW WINDOW ,a
WINDOW HEADER i T 3g76� y0�W SUPPORT _ ' EXISTING OUTDOOR F
i Lu �, I OUTDOOR
C r I O I SHOWER I OF
C3 NEW WINDOW C EXISTING OUTDOOR SHOWER WALL TO REMAIN, NEW SIDING
iu SHOWER ROOF I
MING
W - 1 1 1
r o 0
EXISITING z �\ , ENCLOSED OUTDOOR SHOWER SEMI i �`"' "" ' ' " I PROPERTY LINE
bo _ PROPERTY LINE
NEW WINDOW ' '
� � i I i EXISTING Date: Scale:
OUTDOOR AS NOTED
O ' ; SHOWER DOOR Drawing Title:
o , EXISITING WOOD CLAD DOOR i 1'-9' 3'-0" 1'-9" 2' 2" 3'-0" 2'-2" 2'- 1 3'-0" 2'-0" g
Of
0- GROUND ffli_ , I , 6'-6" 7'-3" 7'- 1" I PROPOSED GARAGE PLAN
CY) 1 I � i
100.00 Drawing No.:
LO
A� A-ice
CD
F7
1
NAMA
PROPOSED GARAGE SOUTH
ELEVATION PROPOSED GARAGE ROOF PLAN PROPOSED GARAGE PLAN 00moo
3 1/4" = 1'-0"