HomeMy WebLinkAbout52006-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52006 Date: 06/17/2025
Permission is hereby granted to:
Richard N Kalich
605 Saltaire Way
Mattituck, NY 11952
To:
demolish existingshed and construct accessory storage building/shed (unconditioned) as applied for.
Premises Located at:
605 Saltaire Way, Mattituck, NY 11952
SCTM# 100.4-19
Pursuant to application dated 05/09/2025 and approved by the Building Inspector,
To expire on 06/17/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $402.50
CO Accessory $100.00
DEMOLITION $64.00
Total S566.50
Building Inspector
�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT
q Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY l 1971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hit:s://ww'w.southoldtowuin X.<,ov
Date Received
APPLICA nON FOR BUILDINGPERMIT
For Office Use Onlyp DEC E IV E
f
PERMIT NO. Building Inspector: M AY
Applications and forms must be filled out in their entirety.Incomplete Building Department
applications will not be accepted. Where the Applicant is not the owner,an Town of Southold
Owner's Authorization form(Page 2)shall be completed.
Date:5/9/2025
OWNER(S)OF PROPERTY:
Name:Mary & Nate Kalich SCTM# 1000-100-1-19
Project Address:605 Saltaire Way
Phone#:(917) 334-6639 1E, arymotto@yahoo.com
Mailing Address:605 Saltaire Way, Mattituck NY 11952
CONTACT PERSON:
Name:Adam Volosik
Mailing Address:South Harbor Rd, Southold NY 11971
Phone#:(631) 806-2537 Email:avolosik@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Adam Volosik Architect
Mailing Address:South Harbor Rd, Southold NY 11971
Phone#:(631) 806-2537 Email:avolosik@gmail.com
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: JEmail:
DESCRIPTION OF PROPOSED CONSTRUCTION
iONew Structure ❑Add'tion ❑Alteration ❑Repair RDemolition 1 Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes W No
1
PROPERTY INFORMATION
Existing use of property: Residence Intended use of property: Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes iigNo IF YES, PROVIDE A COPY.
19 Check Box Aiter 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 15 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 narne):AdamVolosik @Authorized Agent ❑Owner
Signature of Applicant: Date: ,� l
00000�X 4 444NIE D.BUNCH
Notary Public,State of New York
No.01 BU6185650
STATE OF NEW YORK) Qualified in Suffolk County
SS: Commission Expires April 14,2�
COUNTY OF )
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
T�--)ay of 20c"�
Notary Public
r
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I Ok residing at �6 7 �� 1
J l a I, to apply on
1 ado heieby authorize i /� PP Y
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's . ature Date
0�
Print 0 ner's Name
L
ABBREVIATIONS SYMBOL KEY EXTERIOR DOOR SCH. - SIMPSON DRAWING LIST
Qm
@Lj AT MIN.❑ MINIMUM WALL CONSTRUCTION
Acousr.❑ ACOUSTICAL MISC.0 MISCELLANEOUS 0 QUAN TYPE MANUFACT R & UNIT No. SLAB SIZE (WxH) ARCHITECTURAL: A-SERIES
A.D.❑ AREA DRAIN MTD.0 MOUNTED CONSTRUCTION ABOVE ARCHITECT
ADJUS.❑ ADJUSTABLE MTL.CI METAL A 1 SWINGING 7860 3'-0"x6'-8"
A 0.1 COVER SHEET WIND LOAD DIAGRAMS �`
❑ ABOVE FINISHED FLOOR #❑ MATERIAL �,_�„ DENOTES DIMENSION TO FACE OF
FINISH, ROUGH OPENINGS(WINDOWS)
N.A.❑ NUMBER A 0.2 SPECIFICATIONS 5 8 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
A.F.F.
ALUM.0 ALUMINUM OR DOOR SIZES NOTES:
A 0.3 SCHEDULES
APPROX.❑ APPROXIMATE N.I.C.❑ NOT APPLICABLE
1. ALL UNITS TO BE PAINTED
ARCH.❑ ARCHITECT,ARCHITECTURAL NO.[] NOT IN CONTRACT
u BUILDING N.T.S.❑ NUMBER DENOTES DESIRED ALIGNMENTS OF 4s_�ess&s
BLDG FINISHED SURFACES OR ELEVATIONS A 1.0 SITE PLAN
BLK.❑ BLOCK O.C.0 NOT TO SCALE
BLKG.❑ BLOCKING O.D.❑ ON CENTER
DENOTES CENTERLINE UNLESS
BM.❑ BEAM 0.H.LI OUTSIDE DIAMETER OTHERWISE SPECIFIED A 2.1 PLANS f�
BOT.❑ BOTTOM OPP.❑ OPPOSITE HAND U
A 3.1 ELEVATIONS
B.P.0 BUILDING PAPER PERIM.❑ OPPOSITE
A 3.2 BUILDING &WALL SECTIONS
BSMT.0 BASEMENT PERP.❑ PERIMETER SECTION/ELEVATION NUMBER
B'TWN.❑ BETWEEN PG.❑ PERPENDICULAR 1 //
CL ❑ CENTERLINE PL.❑ PAGE A0,
DRAWING SHEET NUMBER
CAB.Li CABINET PLUMB.❑ PLATE
CER.0 CERAMIC PLYWD.❑ PLUMBING
CL.❑ 1 CLOSET PRR1j PLYWOOD DETAIL NUMBER
_
CLG.❑ CEILING P.S.F.❑ PAIR A0.
DRAWING SHEET NUMBER
COL❑ COLUMN P.S.I.❑ PER SQUARE FOOT
CONC.❑ CONCRETE P.T.❑ POUNDS PER SQUARE INCH
CONST.❑ CONSTRUCTION PTD.LI PRESSURE TREATED O EXTERIOR WINDOW/DOOR NUMBER
CONT. CONTINUOUS P.V.C.❑ PAINTED
CPT.❑ CARPET QTY.❑ POLYVINYL CHLORIDE
CTR.❑ CENTER Ru QUANTITY O INTERIOR DOOR NUMBER
C.V.G.❑ CLEAR VERTICAL GRAIN R.D.❑ RADIUS, RISER
D.❑ DRYER REFRIG.❑ ROOF DRAIN
1 WALL CONSTRUCTION TYPE
DIA.❑ DIAMETER REINF.❑ REFRIGERATOR
DIM.❑ DIMENSION REQ'D.❑ REINFORCING
DN.❑ DOWN RF.❑ REQUIRED ELEVATION DESIGNATION ABOVE 0'-0"
D.S.❑ DOWNSPOUT RM.❑ ROOF DATUM UNLESS OTHERWISE SPECIFIED
DW❑ DISHWASHER R.O.❑ ROOM
DWG.❑ DRAWING SCHED.❑ ROUGH OPENING 1 AXIS NUMBER
E.I.F.S.❑ EXTERIOR INSULATED FINISH SYS EIOECT.❑ SCHEDULE CENTERLINE AXIS
ELEC.❑ ELECTRICAL SHT.❑ SECTION
ELEV.❑ ELEVATION SIM.❑ SHEET
EQ.❑ EQUAL SPEC.❑ SIMILAR
EXIST.❑ EXISTING SQ.❑ SPECIFICATIONS
F.D.❑ FLOOR DRAIN S.S.❑ SQUARE
FIN.❑ FINISH STD.Li STAINLESS STEEL
FLOUR.❑ FLOURESCENT STL.❑ STANDARD
FLR.❑ FLOOR STOR.❑ STEEL LEGEND
FLSG.0 FLASHING STRUC.❑ STORAGE
FOUN.❑ FOUNDATION SUSP.❑ STRUCTURAL
FT.❑ FEET, FOOT SW.Li SUSPENDED \\/\\/\\j�\\ EARTH
T❑ SWITCH
GA.❑ GAUGE TEL.❑ TREAD
•'`"`•,a•"``!'•GALV.❑ GALVANIZED T&Gu CONCRETE TELEPHONE `• <
G.C.❑ GENERAL CONTRACTOR T.O.❑ TONGUE AND GROOVE
G.W.B.❑ GYPSUM WALL BOARD T.O.C.0 TOP OF GRAVEL
H.B.❑ HOSE BIB T.O.S.❑ TOP OF CONCRETE
HDWR❑ HARDWARE T.O.W.❑ TOP OF STEEL
HEM.0 HEMLOCK TYP.❑ TOP OF WALL STEEL 1 PERMIT SET 05MAY2025
NO. ISSUANCE DATE
HORIZ.❑ HORIZONTAL T.P.0 TYPICAL
H.M.❑ HEAT MIRROR VERT.❑ TOILET PAPER DISPENSER RELEASES
GATT INSULATION
H.V.A.C.❑ HEATING VENTILATION&AIR CON IT146.NING VERTICAL
I.D.❑ INSIDE DIAMETER W/u WASHER
SEAL:
IN. ] INCH, INCHES W.C.❑ WITH RIGID INSULATION
ARCh/T
INSUL.❑ INSULATION, INSULATED WD.❑ WATER CLOSET
INT.❑ INTERIOR W.H.❑ WOOD
<liVOLOS.��C'
LAM.❑ LAMINATED WIND.❑ WATER HEATER GYPSUM WALLBOARD
RY W.W.M.0 WINDOW Q'
LAV.❑ LAVATO ¢
LB. POUND W/O❑ WELDED WIRE MESH
e �
L.F.❑ LINEAR FOOT Xu WITHOUT MASONRY Q
LVR.0 ❑ LOUVER YD.❑ INDICATES TIMES OR BY 032
C
MAX.Li MAXIMUM YARD S�. g2�yy'�
BLOCKING qTE OF N�
MECH.❑ MECHANICAL ® FRAMING MEMBERS
MFR.❑ MANUFACTURER
PLYWOOD
GENERAL NOTES:
® LAMINATED VENEER LUMBER
1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS 0 FINISHED WOOD JJJJJJJJJ
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE CVER SCALE. DO NOT SCALE THE DRAWINGS.
3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND
ANY OTHER LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REQUIREMENTS GOVERNING THIS
CONSTRUCTION.
4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS.
5.)VERIFY ALL BUILDING LOCATIONS AND CONC. PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING.
6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING. VERIFY ALL FIELD
DIMENSIONS OF EXISTING CONDITIONS.
7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL
OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED.
PROJECT:
8.) DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED.
10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING Motto-Kahch Residence
OF OR INSTALLATION OF ANY ITEMS.
11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS
OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS.
12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION.
Mattituck, NY
DRAWING NAME:
* SPACE IS UNCONDITIONED SHED
COVER SHEET
DRAWING NUMBER:
DRAWN BY: ACN' SET:
CHECKED BY: ACC' A
SCALE: 1/4"=1'-0" SHEET:
CURRENT 0 * 1
ISSUE DATE: 11-10-2000
f'
C)M" A
Division #I : General Requirements: Division #4: Carpentry/Wood/Steel: Division #4: (continued) Dvision #8: (continued) Division #13: HVAC: A.
y m 01
The followin General Notes shall apply to all sections and d1v1510n5 of the Rough Carpentry/Wood: 5 Screws: Self drillling, corrosion resistant, phillips head I" for base layer; I SPACE 15 UNCONDITIONED
g pp y ARCHITECT
Specfcations, to the Working Drawings and to the entire protect.
10 All finish carpentry shall be top duality workmanship. All work shall be true, 5/8" for second layer where shown on drawings, electrically driven. max
I All framing shall be done in accordance with the latest edition of"National level, and smooth and shall be made ready for finishing work. All nails and spacing 24"o.c. 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
1 The contractor shall furnish all labor, materials, equipment and services Design 5pecfication for Stress Graded Lumber and Its Fastening" as published screws shall be countersunk and plugged. All corners shall be mitered.
necessary and required to complete all work described in and implied by by the National Lumber Manf. A550. G Metal trim/corner beads)Jay beads/etc. similar to 200 series, manf. by
these specifications and Working Drawings. Division #5: Roofing: U5 Gypsum. Install at all interior corners and as recommended by manf.
2 All lumber materials used in the building shall be good, sound, dry material
2 In order not to delay the work, the contractor shall order all specficed free from rot, large and loose knots, shakes, and other imperfections whereby Roof Shingles: 7 All drywall walls and ceilings identified as painted shall have a level 4 finish.
materials and fabricated items with 5Ufficierit lead time as to ensure the proper the strength may be impaired and of sizes indicated on the drawings. Joint taping and nailhold spackling materials as manf. by U5 Gypsum. Provide
sequencing of the work. I Roofing: Shall match the existing roofing material. Install per manufacturers on all Joints, all internal angels and casing bead trim.
3 All work and workmanship including nailing, blocking, bridging, etc shall recommendations. Submit actual sample of roofing for Owners approval.
3 The standards indicated shall apply to the work except when applicable conform to State / Local Code Requirements. 8 Sound retardant (non fryirg) caulking shall be clear silicone as manf. by
governing codes or regulations are more restricted, in which case such codes 2 Ridge Vents: Install Ridge Vents by Cor-A-Vent or approved equal/ low General Electric.
and regulations shall govern the work. 4 Provide Ledger, Blocking, Nailers and Rough Framing Hardware as required. profile/cover vent#V-400/c5 or approved equal. Also provide as indicated
gable end vents. 9 Installation:
4 In general, manf. recommendations and installation instructions shall be 5 Unless other wise noted, all lumber for roof and floor Joists and other a) Installation shall not be started until windows are glazed and doors are
followed for all materials used in this project. structural members shall be Douglas Fir Larch No. 2 or better with min. Roof Flashing/Gutters/ Leaders: installed unless openings are temporarily closed. Inside temp to be above 50
FB-1 5001251 and E-1 .7 psi and shall bear visible grade stamp. degreesF. Ventilated.
5 Checking and Scaling Drawings: The contractor shall verify all dimensions I Roof flashing, including all hips and valleys, shall be aluminum coil flashing.
shown on the working drawings and will be responsible for the correctness of G All beams,Joists and rafters to be set with natural crown up. All work shall be inaccordance with the roofing manufacturers b) Gypsum board shall be fastened in horizontal position securely to studs
the setting of the "work". The contractor shall not "set" work by"scaling" the recommendations. with screws 5pec1f1ed. Place boards with min amount of Joints. Where free
drawings. He will follow dimensions rather than scale. All dimensions shown 7 Provide double joists and headers around all roof openings and parallel ends occur between studs, etc. back blocking shall be installed.
to be "verified" or "confirmed" shall be verified in the field. walls unless otherwise noted on plans and details. 3 Roof gutter drains shall match ex51ting.
c) Drywall construction with defects of such characters that will mar the
G All work shall be inaccordance with all applicable building codes and 8 Unless otherwise noted provide a (3) 2x 10 minimum header where rough 4 All required leaders from gutters as shown on plans shall be 4"alum. and appearance of finished work, or which is otherwise defective, will be rejected
regulations of the governing town and state. The contractor shall not do any opening does not exceed 3'-0". shall be attached to building face with appropriate copper fasteners. Leaders and shall be removed and replaces at no expense to the owner.
work which 15 in violation of these codes. shall have cleanouts and be attached to dry well system and or pipe to daylite.
9 Plywood subfloor shall be 4"Tf-G. Apply common sense when sizing Match existing typical gutter and leader system.
7 The working drawings and specifications are to be considered as fasteners for Truss and I-Joist systems, and select a fastener to grab as
cooperative. Any work showen in the drawings, but not described in the much flange as possible. DO NOT size a nail or screw that will Division #G: Building Insulation/Sealants/ Flashing: Division #10: Painting and Finishing:
specifications, or visa-versa, or any work within the limits of the drawings and penetrate the bottom side of the flange. The nailing pattern shall follow the
Specifications, Is to be considered as part of the contract and shall be APA (American Panel Association) recommends a 12" inside, G" edges pattern. I Building Insulation: Shall be a "Fal5h and Batt" system. Glass Fiber Batt General
executed by the contractor. Insulation, as manufactuered by Johns-Manville or approved equal. 4" thick in
10 Material used for wall and roof sheathing (where required) shall be APA walls (R 11), 8" thick in roof (R25), Provide sound insulation batty between all I All colors shall be as selected by the owner. Samples for all colors, paints,
8 The contractor shall be responsible for debris removal. reated sheathing 5/8". Index stamp shall be visible on all sheets. All edges second floor Joists. All exterior wall cavities and roofs provide 2" spray and finishes shall be prepared by the contractor for the owners approval. All
shall be supported on 2x blocking. Nail material at G"o.c. at panel edges and applied "Icyene" open cell insulation as per manufacturers recommendations At trim to have a gloss finish. All walls and ceilings to have a flat finish.
9 The contractor shall be responsible for all the methods and means of 1 2" o.c. at intermediate supports; with GD nails, allow 1/5" spacing at panel cathedral spaces provide ventilation baffle fabricated from 3/4" rigid insulation
Construction necessary and required for carrying out the work. ends and 114" spacing at panel edges. All work shall conform to the board (foil faced each side. 2 All painting and finishing shall be performed and all surfaces prepared for
recommendations of the American Plywood Association. painting and finishing in strict accordance with manf. recommendations and
10 The contractor shall provide and execute all shorings,jackings, bracings, 2 Vapor Barrier: All interior spaces shall be sealed on the inside face of specifications. All new surfaces and altered existing surfaces shall be properly
etc. required to accomplish the work. The contractor shall be responsible for I I Unless otherwise noted,Joist hangers, framing anchors, rafter anchors, framing members with a kraft paper vapor barrier as manufacturered with batt prepared to receive the finish.
the design and execution of these Items. and cross bridging shall be minimum 18 gauge prime galvanized steel as insulation,
manufactured by TECO, Simpson, or approved equal. Special nails as supplied 3 The following is a list of approved manf.: I Pratt and Lambert, 2 Pittsburgh
by manufacturer shall be used for required nailing. Sealants: Paints, 3 Sherwin Williams, 4 Benjamin Moore, 5 Cabot's Stain, G Cuprinol.
Division #2: 51tework/ Excavation/Septic System/ Utility Connections:
12 Provide "x" bridging or solid blocking 8'-0" minimum o.c. bottom ends of I One part silicone sealant, in color as selected by owner, at all exterior 4 All paint, pigments, oils, etc. shall be of"first line quality", requiring no
Site Work: bridging shall not be nailed until after subfloors and partitions above are frames in contact with cement, plaster, concrete, wood, etc. and at joints addition of thinners or other vehicles, and shall be delivered to the site in
constructed. and locations noted on drawings. manf. sealed and labeled containers. All products shall be oil based unless
I Landscaping: The contractor shall do those things indicated on the plans otherwise noted.
and necessary to the carrying out of the construction work. He- shall protect 13 Wood plates and sill in contact with concrete foundation walls and 2 Filler: Filler material shall be closed cell, compressible, resilient, free from
from damage those Items which might be harmed by his work. All plantings concrete slabs shall be pressure treated. tar, asphalt, oil, or other foreign substances. Filler shall be approved 5 Hardware, hardware accessories, machined surfaces, plates, lighting
close to the construction will be protected from damage. Provide and spread expanded polyethylene form in rod shape. fixtures and similar items in contact with painted surfaces and not to be
grass seed in disturbed areas and areas indicated on the 51te Plan. 14 All pressure treated wood shall be "ACQ"or approved equal. painted, shall be removed, masked or protected prior to surface preparation
3 Caulking primer shall be non staining primer as recommended by the caulking and painting operations.
2 Site Preparation: The contractor shall organize the storing of materials/ 15 All Joists, beams, trusses, or rafters, which are flush framed, shall be compound manuf.
tools/etc and the placement of debris containers in an orderly and neat connected with approved type galvanized metal Joists or beam hangers. Interior Finishing:
manner as approved by the Owner. The "work areas" shall be kept clean and Flashing:
neat at the end of the work day. I G Provide a minimum of two studs at end of all beams and headers if no 1 Walls and Ceilings: All gypsum wallboard surfaces shall be painted: one
posts are specified on Structural Plans. I All building flashing indicated and required shall be aluminum coil flashing. prime coat/two finish coats.
3 Staking and Layout: Before starting the new work, the contractor shall
stakeout the new work and investigate the foundation conditions. He shall 17 Inflitration Barrier (Membrane): Provide and Install Henry BlUeskin 5A at all 2 For other flashing and waterproofing materials see details. 2 Wood: Unless otherwise noted, all wood surfaces shall be painted: one
verify final locations and conditions with the Owner and the Architect before exterior walls and as per manufacturers specifications. prime coat/two finish coats. Cabinetry to be field painted shall be primed by
proceeding. 3 The contractor shall provide pan flashing and counterflashing at all cabinetry subcontractor and finish painted in field: finish with 2 coats.
18 All bolts shall be made from steel which satisfies the requirements of penetrations of roof and exterior walls at windows and door heads and at
Excavation and Grading: A5TM-A307-8GA"Standard Specificaton for Carbon Steel B01t5 and Studs, door sills and at all other areas indicated and required by good construction. I PERMIT SET 05 MAY 2025
GO,000p5i tensile strength". Bolts shall be inserted in holes with a diameter NO. ISSUANCE DATE
I Investigate foundation conditions of construction, to see if they meet I/I G" larger then the bolt diameter. The end distance, edge distance, and 4 Ela5tomeric Flashing: Provide and Install Elastomeric Flashing as manuf. by
assumed conditions. spacing of bolts shall be as shown in the details. WR Grace and Co or approved equal @ Roof Eaves as indicated and all valley/ RELEASES
roof intersections for a min of 3'-0" coverage each side of break.
2 Excavate for foundations as required by plans, details, and Job conditions. 19 All lag screws shall be made from steel which satisfies the requirements of
All footings shall rest on undisturbed soli, a minimum of 4'-0" below grade. A5TM A307-8GA. Lag screws shall be inserted in lead holes as follows: I . SEAL:
Provide all labor and materials as per details. The lead hole for the shank shall have the same diameter and depth of Division #7: Exterior Windows and Doors/ Interior Doors: AED ARC
penetration as the shank., 2. The lead hole for the threaded portion shall �,
3 Provide New Underground Footing and Basement Drains as indicated on VOCps
have a diameter equal to 1/2 the shank diameter and a depth equal to the I All windows and doors shall be Andersen 400 Series. Installed per \G��P�G•
Drawings and/or required by code. Provide 51te Drainage/Dry Wells/ Etc. as length of the threaded portion. manufactures recommendations.
indicated.
20 5ee Typical Wall Details and Specifications and other Details for other 2 Contractor shall confirm and check all RO 51ze5, Frame 51Ze5, etc. prior to #
4 Provide for all temporary Utilities, Water, Electrical, Telephore, Cable TV, requirements and materials. ordering. 1
Well Line, etc. as required.
3 Interior and Exterior Wood Trim/Casing Trim/ Extension Jambs/Sills/etc. Q�
5 Grading: Backfill and grade around foundations and slab work as required shall be supplied and installed by the contractor as required. Profiles/ Details ��,9 0324 yC
by Job conditions and as indicated on Plans. Foundation backfill shall be 4 All fabrication and erection of structural steel shall satisfy the "Spec for to match existing submit samples for Architect approved. TFOF NEB
placed, compacted, and puddled in layers 12 inches deep. design, fabrication and erection of structural steel for buildings" and the "Code
Of standard practice for steel buildings and bridges" by the American Institute 4 The contractor shall supply and install all Interior Doors as per plans. The
G Strip topsoil from areas to be excavated, stock pile close by, and reinstall of Steel Construction. contractor shall supply and install all hardware as selected. Hinges shall be
on top of all disturbed, filled and backfilled areas at the end of construction. included. All interior doors shall be as Manf by Simpson, architect shall
Finish Carpentry: approve prior to ordering. Provide cut �- spec for approval.
7 Furnish and spread approved fill as required by backfilhng.
I See plans, and details for other work and materials. 5 The contractor shall provide rough openings/ casing trim/stone saddles/
8 5eptic System: N/A 5/4"Jambs, etc as required. All doors shall be painted.
3 Exterior Trim: Trim pieces, as indicated, shall be Versa Tex (or equal PVC
9 Well/Water: N/A trim) and match the existing material in dimension and profiles as indicated/ DIVI5ion #8: Interior Finishes:
Inferred by drawings and as approved by Owner/Architect approved.
10 Utility Connections: The contractor shall provide all labor and materials I All Gypsum Drywall work shall conform strictly to the standards of the
required to provide the necessary Utility`.services. The contractor shall 4 Interior Floors: TBD Gypsum Drywall Construction Handbook by U5 Gypsum Company.
contact all necessary people and companies, coordinate services and work,
and obtain all necessary permits and approvals. All work shall be done as per 5 Interior Wood Trim: All interior trim, including window trim, door trim, 2 All Drywall products shall be as manf. by U5 Gypsum Co.
code and regulations. Provide load calulations as required and prepare baseboards, etc. shall be milled from solid poplar, select clear grade. All
detailed expansion, if required, report. crown style trim to be MDF. All profiles and details to match existing and 3 Gypsum Board: "Imperial Gypsum 5heetrock" with tapered edges, 5/5"
submitted for approval by Architect. thick(both walls and ceilings). Finished surface to be skim coated. Follow
Division #3: Masonry U.S.G. Specifications and recommendations. Plaster shall be painted.
Concrete and Foundations: 4 Gypsum Board at bath and lavatories shall be the moisture resistant type,
with impregnated face paper. Treat cut surfaces of moisture resistant board
1 See Structural Flans, Notes, and other Details, for Concrete Slabs, Slab as recommended by the manf. Or use 5/5" Wonder Board.
Pitching, and other foundations and structural conditions. PROJECT:
2 Concrete: No concrete shall be poured subject to freezing conditions or
on frozen ground. All footings shall be formed to meet sizes indicated on Motto-Kahch Residence
drawings and details and should rest on undisturbed 5011/a minimum of 3'-G"
below grade. Twenty-eight days comprehensive strength for cencrete shall be
as follows: Footings 3000p51, Slab on Grade 4000p51, Walls 3000p51. New
51ab areas on grade shall be 4" thick stone., concrete with WWI` SxG W 1 .4 X
1 .4 over G" 3/4" gravel bed. Provide G mil Polyethylene Vapor Barrier under
slab. Slab shall be finished in accordance with ACI Standards 318,304,and
310.
All reinforcing bars shall be billet steel conforming to A5TM AG 15, grade GO.
Ties and stirrups must be grade 40. All welded wire mesh (WWF) shall
conform to A5TM A 155. All vertical surfaces of concrete shall be formed for
walls.
Mattituck, NY
Reinforcing steel shall be placed to provide the following minimum concrete
cover: Slab on Grade 1 112", Walls 2", Footings 3". The contractor shall
verify all drawings for coordination betweei trades and provide and or install
anchors, inserts, sleeves, hangers, etc. required for various trades. DRAWING NAME:
3 Provide damproofing at foundation walls and slabs/as per details and per SHED
code.
SPECIFICATIONS
DRAWING NUMBER:
DRAWN BY: ACV SET:
CHECKED BY: ACV A
SCALE: 1/4"=1'-011 SHEET:
CURRENT 0 * 2
ISSUE DATE: 11-10-2006
NAILING SCHEDULE
G�
Vs
Joint Description Nail Sizes Nail Spacing
ROOF FRAMING ARCHITECT
Rafter to Top Plate(Toe-nailed) 3-8d per rafter 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist
Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap
Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap SIMPSON LSTA — 20 GAGE RIDGE STRAP — ALL ROOF RAFTERS
Collar Tie to Rafter(Face-nailed) 2-8d per tie
Blocking to Rafter(Toe-nailed) 2-8d each end
Rim Board to Rafter(End-nailed) 2- 16d each end
WALL FRAMING
Top Plate to Top Plate(Face-nailed) 2- 16d' per foot ICE SHIELD UNDERLAYMENT REQUIRED
Top Plates at Intersections(Face-nailed) 4- 16d joints-each side
Stud to Stud (Face-nailed) 2- 16d 24"o.c.
Header to Header(Face-nailed) 16d 16"o.c. along edges °o URRICANE CLIP
�N
TYP.
Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud
2- 16d per 2x6 stud /
2- 16d per 2x8 stud ALTERNATE POSITION
OF HURRICANE CLIP.
Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2- 16d" per foot USE SIMPSON H3
FLOOR FRAMING
Joist to Sill , Top Plate or Girder(Toe-nailed) 4-8d per joist
Bridging to Joist(Toe-nailed) 2-8d each end
Blocking to Joist(Toe-nailed) 2-8d each end SIMPSON H2 HURRICANE CLIP UST37 METAL STRAP
Blocking to Sill or Top Plate(Toe-nailed) 3- 16d each block NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ @JACK POST
Ledger Strip to Beam(Face-nailed) 3- 16d each joist TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF W/(4) 8d NAILS @ 48"
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist NAILS EACH END. ALL SHEATHING EACH END TYP.
Band Joist to Joist(End-nailed) 3- 16d per joist
Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d' per foot APA RATED PLYWOOD TP
EXTEND TO TOP OF TOP PLATE
ROOF SHEATHING 4) Sd NAILS
TYP.
Structural Panels 8d 4"o.c. perimeter zone JACK POST.
other 6"o.c. edges of MST27 @ STUDS
panel , 12"o.c. interior W/ (4) 8d NAILS
of panel @ 48" O.C. EACH END TYP.
FLOOR JOIST
CEILING SHEATHING
Gypsum Wallboard 5d 7"edge/10"field DOUBLE TOP PLATE LYWOOD SHEATHING TO COVER
LAP BOX BEAM — TOP AND BOTTOM HEADER
WALL SHEATHING 2 X 6 @ 16" O.C.
STUDS
IMPSON MST27
Structural Panels 8d (see table 3.9) 1 112" WIDE — 20 GAGE
Fiberboard Panels
METAL STRAP @ 48 O.C.
7/16" 6d 3"edge/6"field MAXIMUM.
25/32" 8d 3"edge/6"field
Gypsum Wallboard 5d 7"edge/10"field STRAP STUD
Hardboard 8d (see table 3.9) W/ (4) 8dd NAILS
r—TOP OF
Particleboard Panels 8d (see table 3.9) SIMPSON MST27 1 1/2" WIDE FOUNDATION
Diagonal Board Sheathing WRAP & NAIL STRAP
1"x 6"or 1"x 8" 2-8d per support (4) 4d NAILS — 20 GAGE METAL STRAP @ 48" O.C. 1 PERMIT SET 05 MAY 2025
1"x 10"or wider 3-8d per support AROUND SILL PLATE + 12" FROM EAfC�H� CORNER WRAP NO. ISSUANCE DATE
AT ANCHOR BOLT Sd NA -Y�'N7;O �L�"PLEAP 1`�R'��lDE (4) 8d RELEASES
FLOOR SHEATHING
Structural Panels O p D ° ° D p D D SEAL:
(2) # 5 REBAR �, < DD D - D D ° D D D p D q a D p p D D D
p X 6 SILL PLATE D D ° p _,D<,DD D p < D D D D p qa Dp a D: p
q ° D D D ° e D ° D D p p D p p D D p. p ° p p D V D.° I" p D
1"or less 8d 6"edge/12"field p ° ' ° °D p.� D D p ° D p D ° p p D p p p < D p D D ° 'p a D ° D D V p D ° D D D ° D ° p Opp + D.. ° p q D p p a p ° D D V p ° p D p p ° D
greater than 1" 10d 6"edge/6"field D C ° ° D u ° p0 p a D D D p P ACQ TREATED. D D V D D p p D D a,Dp D p D D ° C G D ° D D p D ' ° a Dp D D RED Aq
p.° o D V p D p D p C p D D D e D p D D D D D D D p D p D ° D p D p DD 0 D D < D p 'p p' D ° D p D p DD
D D V D D D D D D D 'V '° �DD
9 9 V V p D'. V C.
p D D p < D p D p • D ° " D p.' D p D D ..p D D p < D p q ° D. p
p D p w D p V D ° D p D p qp .'p D D < D p
° D p D, OD p D °Dp D D D. D p p a D p D D p ° Da D p D pp ° D D ° D DD , D ° p D ° p a D V pDp.D V De D
Diagonal Board Sheathing D p D p / D D D p D p . p 0 D p D, ODp ° D' Dp ° D DD • ° D p D a D ° pp ° p D, V V ° D
a O V �" X 12" A.B. @ 48" O.C. Dp ° ° D aV ° pD0 p'°D D' ° D °p ° p° ° oDDpp °� Dp ° V p a° V♦ Dp Dp ° °p °a D D DD p pV, DD p DpDp
1"x 6"or 1"x 8" 2-8d per support D / ° ' ° ° D ° D °
SEE FOUNDATION DWG.
1"x 10"or wider 3-8d per support FOR DESIGN D° ° ' W/ FENDER WASHER. ° .° D V D VD D D p D V p D ° ' ° Da D V ° D p ° D D p p p ' i D `
D ^ ° D p a D V D D D p D • D 0 p D D
'D D DD D 'D p p p V e D ° D p D p D D p .D' p a D p, D O
e D ° p ° a D ° O p D °a D p p D 'q p D D < D D .. O p °. a D D p p D p p a D V D D
.p. D D p D. p p D ��D ° D p D p ° ♦ D ° p.
° °"'D D D D ° • D ° .O D 0 D, D p D D D D D V p D V p D D D p D p p :D p Dp D
p o a D ° D D D p D D D q o p p p e D D ° D D p ° D a D D D D .p D D p D D D D D D. p p p ° D
pD Vp p p°^ Dp V °pDD D.D qa DD O,D.ppp �O C Dp° D °DD°< D V pDpp D Op'• Do p gpDDD.p
1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed ° D p D V.
Dp• Dp '.DDD° pOpD ADD pDpDV pp� D° ° °ppp.D ° pu DD ° °.DpD 'V pa Dpp° p.ppp°aD D ppDD ° °� DDD °ppp p.p pDD ° ° °D
3"on at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall q ° p D p , D
C °pDp D�Dpa DD G °ppoD D Dpa DD ° D.pppp p °< Dp p ° °pp ,0 D' DDDp D °Dp°<'I D° °pDDD D Op'a Dp ° D �32427
be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. F OP
2 When wall sheathing is continuous over Connected members , the tabulated number of nails shall be permitted to - ° p ° ° ' ° ° ° °D ° p °.p • ° `° 'D D' ° ° 'p p ; ° OF NEW
be reduced to 1 - 16d nail per foot.
SECTION DIAGRAM ELEVATION DIAGRAM
DESIGN CRITERIA:
GROUND SNOW LOAD-45 PSF. WEATHERING-SEVERE HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH
FIRST LEVEL -40 PSF. L.L. FROST LINE DEPTH -36"
LIVING AREAS -40 PSF. L.L. TERMITE-MODERATE TO HEAVY
BEDROOMS -30 PSF. L.L.
DECAY-SLIGHT
WIND SPEED -130 MPH
SEISMIC DESIGN CATEGORY-B ICE SHIELD UNDERLAYMENT REQUIRED-YES
a a a a
a
a OEM a aPLYWOOD SHEATHING
2 X 6 STUD WALL STA15-20 GAUGE
STRAP TO STUD METAL STRAP @48" O.C.
0 0 W/ (4) 8d NAILS + 12" FROM EACH CORNER
WRAP AROUND SILL PLATE. USE
WINDOWS — GLAZED OPENING 2 X 6 TREATED (4) 8d NAILS INTO SILL PLATE.
h h SILL PLATE PROJECT:
NAIL SHEATHING TO SILL
FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING PLATE USING 8d NAILS @ 4" O.C.
THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 < 10 0 0 0 (2) #5 REBAR CONTINUOUS Motto-Kalich Residence
OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES a a a 10 < 0 < 30 ERMITE SHIELD AND
LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING a a a 5/8" DIA. x12" A.B. @48" SILL SEAL.
TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6OF ASTM E 1996-99. GLAZING CONFORMING GABLE ROOFS O.C. — TYP. +12" FROM GRADE 6" MIN. BELOW
HIP ROOFS EACH CORNER. W/ FENDER WASHER.
TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 0 10 0 PROVIDE Sd COMMON NAILS @ 4" O.C. °p D TOP OF CONC.
AT HIGH PRESSURE ZONE. p p g V p D e D V p p D ° p pDD o °< D D ��%� x�%��%��%\�%��%��%��% /\�
@ 6" 0.C. AT ALL OTHER PORTIONS OF THE a D V D ppp i\��i\��i\��i\��i\��i\��i\��i\��i��i\��i\��\�\��i�Ni\��\��i\��i
PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY ° a a a ROOF TYP.
a a Dpp°p Da WATERPROOF ALL
A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631 -287 5060 1/2" EXPANSION SEAL URFACES BELOW
OR
D z Mattituck NY
B-QUICK GUARD STORM PANELS. (531 -287 5330 DODpDD DD GRADE (TYP.)
OR o "p PER PLANS o
C-PLYWOOD PANELS AS PER CODE
� 4" CONC. SLAB
W/6X6 #10/#10 WWM p _p
D D ° "p°^ DRAWING NAME:
D
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF h ASTM E 1996 AND OF ASTM 1886. AS; NOTED IN 2015 International Residential Code. p D p 2" X 4" KEYWAY SHED
PROVIDE 8d NAILS @ 4 O.C. AT PERIMETER INTERIOR p p
10 0 0 < 45 0 PORTIONS OF PANELS IN HIGH PRESSURE Z9NES. D
a a p ° D
a a
p D D p
(2) #5 REBAR o D. p V WIND DIAGRAMS
NOTE : a = 4 FT. 1N ALL CASES CONTINUOUS ° ppp
GABLE ROOFS
X 16 PC. FTG. SET ON
10 0 0 < 45 0 UNDISTURBED SOIL
r DRAWING NUMBER:
SET 36" BELOW GRADE
DRAWN BY: ACC SET:
NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CHECKED BY: ACC' A
SCALE: 1/4"=1'-0" SHEET:
CURRENT 0 • 3
ISSUE DATE: 11-10-2006
C.,
am
�a ,
E
Lot Zoning/Area
ARCHITECT
LOT AREA: 22,500 sf- 0.517 ACRES 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
C15�ERN
CURRENT ZONING: R-40
E N� 2
M0' • N\RO�
Cj ' COgpX
Lot Coverage
ORMER\�y OF � ' ��� �� .SSj 1 �1
oW ORF MEyRP\`\ � ' _% SEE Allowable:
PNpS N M i �� �` ILP22,500 X 20% = 4500 sf
BPRgPR 30%1 ZZ _ �I�` 1 6'0 Dwelling 1618 sf
56 Deck 487 sf
FENCEI�P�EEj S - Porch 81 sf
c
P00_oSj00 6� `UJ 2nd Floor Cantilever 24 sf
s\\-�FEN � r��\ ii� �� N�coDE O Covered Concrete 55 sf
Hot Tub 46 sf
\5�\Nc5NEo5N�o OR��eNNN Sub Total - Existing 2311 sf
Ex eE DEMo \ ASPH P �
SO PROP,I�_ \ �o PIG V
Ep'OU�pOOR �� OU1 y �P o � Proposed Cabana 342 sf
MERLE PROPOE """"- \ \N1PSN \ �O 24.2 v �, Proposed Outdoor Shower 48 sf
OW ORFOR N\X310 SHOW \ 00 v�, J o Proposed Shed 555 sf
NHS N j\A00N \ \ - S� O Sub Total 945 sf
\N ;;- SEp U,o o O Proposed Pool 1243 sf
PR P�jQQ� y�
N i pUSE PROPOSED EP O�'- O a rn O S
ON L\NE \ \ H S1 PO\NO PR o : ,� T��N ` Total Coverage 4499sf
un
m
pROPrO� `
So �\ a p
1 22 2 6A
Gross Floor Area Calc
------ ------------ ---------+\\_I PROP E6 DEEP _ �JE�L
6 % Allowable:
2 \ 1 D E H\M _ VERNFq p WIRES co �MON �S 3,350 + 250 = 3600 sf
t C
\ 15- P00� NE SEjpMEEj / �IERNEPp�\R First Floor Area 1618 sf
DE
s co / / CpME�ER Second Floor Area 853 sf
' 01
O�
PO I ESE
O` / ' � Total Gross Floor Area 2471 sf
N
0 Z
* 2 \ � N ENC�
O �" \ �N`l� ��� -� Drainage Calculations 5 PERMIT SET
05 MAY MARCH
i 4 PROGRESS SET 02 MARCH 2O25
22 ' "J 3 PROGRESS SET 27 FEBRUARY 2025
2 PROGRESS SET 02 FEBRUARY 2025
1 CLIENT REVIEW 24 JANUARY 2025
897 S.F. X 0.166 = 148 C.F. NO. ISSUANCE DATE
FNS �01 Total Required = 148 C.F RELEASES
o � j0 ��� 1 - 8' Dia. X 6' Deep drywell provided = 265 C.F. SEAL:
o S �''�• Eo Arc
FN 0'3 C N E
It y
4
l
032421
FOF NEw�
N
S�
�P
�E
�I P
EC
PROJECT:
SITE PLAN
SCALE: 1"=16' Motto-Kalich Residence
HEAVY DUTY CAST IRON
FRAME&COVER TO GRADE
6'SLAB FOR NON-TRAFFIC BEARING
8"SLAB FOR TRAFFIC BEARING
GEOTEXTILE APPROVED INLET P APPROVED OUTLET PIPE ASREq'D Mattituck NY
FABRIC IPE ❑ MIN 4"DIA.PITCHED J'PER FOOT
WOOD OR METAL
SUPPORT POSTYS MIN 4'DIA PITCHEOjPER FOOT
FLOW DIRECTION El 0
EXCAVATED& EXIST DRAWING NAME:
BACKFILLED GRADE
TRENCH
SITE PLAN
" I I 5 15 35 75
— — I 4' DIA.
RACKFILL W/CLEAN SAND&GRAVEL
DRAWING NUMBER:
DRAWN BY: SET::
SILT FENCE DETAIL DRYWELL DETAIL CHECKED BY: /
2. 3 . l i
SCALE: 1/1611=11-011 SHEET:
PROJECT No 1 1
c .
Adam"
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
I I I
I I I
22 3"
22' 3"
I10I
N
—— — — — — — — — — — — — — — — — — — — — — — — — — — —
51/2°
21'I-4" 11 lke I I I I I I 12"KlD"IRII,
20' 11" 5 11i/2" 6 .0 @ 6
1
I I 14"TA 5 0 SERIES
@ 16' O.C.
1 4"X 14 LVL LEDGER
BD-CONT.
SHED
4" P.C. SLAO ON GRADE I 4" P.C. SLA ON GRADE
W/6x6 W1.4 VV1.4 WWM I I EW-i W/6x6 W1.4 VV1.4 VVWM
I I
I I i PULL DOWN
STAIR i m
N I I N I \ I I I w
I N TOP OF FINISHED FLOOR I I N N i N _j
ELEV:60'-0" I I I J
I I I I
I I I I i i X
I I I I i I
I ;-
I -------------------
I 5 PERMIT SET 05 MAY 2025
4 PROGRESS SET 02 MARCH 2O25
1 I I I 3 PROGRESS SET 27 FEBRUARY 2025
8" P.C.FOUNDATION ALL I I TOP OF FI ISHED FLOOR 2 PROGRESS SET 02 FEBRUARY 2025
W/ 2-#5 REBAR TOP 0 WALL 1 CLIENT REVIEW 24 JANUARY 2025
ELEV:60.0'
I
NO. ISSUANCE DATE I 8"x16" P.C. I I I i I I I
FOOTING W I I i i RELEASES
3-#5 REBAR DROP WALL
m I N I I SEAL:
L - - - - - - - - - - - - - - - - - -- - - - - J I I " I
- I - i 2 1 12" LA 1 N A
- - - - - - - - - - - - - - - - - - - - - - - - J
�- -----���A�K POO�T$t------- --- ----------(�)JAC_K P0_5T$t------
4'-3" 4'-3" (3) KING POSTS I (3)KING POSTS
70 71 8j3 71-011
Ir 22'-3"
22'-3"
i OF 42W
NE
1 I I
FOUNDATION PLAN 1 FLOOR PLAN ROOF PLAN
SCALE: 1/4"=1'-0" 1 . SCALE: 1/4"=1'-0" 2. SCALE:1/4"=V-0"
ASSEMBLY/PARTITION TAGS:
EW_I 2"X6" STUDS @ 16" O.C.
W/ R21 BATT INSULATION
W/ 8" APA RATED PROJECT:
PLYWOOD SHEATHING EXT &
Z" AC GRADE PAINTED PLYWOOD INTERIOR Motto-Kalich Residence
SCHEDULED ITEM TAGS:
07 WS-01 WOOD SIDING 01:
I"X4" T&G VERTICAL SIDING
OVER BENJAMIN OBDYKE RAINSLICKER
OVER HENRY BLUESKIN
07 WD-01 WOOD TRIM 01: Mattituck, NY
SOLID PVC TRIM VERSATEX OR EQUAL
SIZE AS NOTED ON DRAWINGS
07 RF-01 ROOFING 01: DRAWING NAME:
GAF TIMBERLINE - COLOR TBD
ASPHALT SHINGLE ROOFING OVER SHED
e" APA RATED CDX PLYWOOD , r
fr PLANS
09 WB-Oi WALLBOARD 01:
112" APA RATED AC PLYWOOD
09 WB-02 WALLBOARD 02:
112" GYPSUM WALL BOARD
LEVEL 4 FINISH717
DRAWING NUMBER:
DRAWN BY: SET:
09 P-Of PAINT 01:
I COAT OF PRIMER-BENJAMIN MOORE CHECKED BY:
2 COATS OF PAINT-BENJAMIN MOORE
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 201
a:
d '\A
orn
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
I
ASSEMBLY/PARTITION TAGS:
EW_1 2"X6" STUDS @ 16" O.C.
W/ R21 BATT INSULATION
07 RF-01 W/ 8" APA RATED
PLYWOOD SHEATHING EXT &
Z" AC GRADE PAINTED PLYWOOD INTERIOR
45"
4
SCHEDULED ITEM TAGS:
07 WD-01 07 WS-01 I WD-01 a 07 W15701 ALUM.GUTTER 07 WS-01 WOOD SIDING 01:
LEADER I"X4" T&G VERTICAL SIDING
OVER BENJAMIN OBDYKE RAINSLICKER
OVER HENRY BLUESKIN
5" 07 WD-01 WOOD TRIM 01:
07 WS-01 SOLID PVC TRIM VERSATEX OR EQUAL
4 SIZE AS NOTED ON DRAWINGS
8'WIDE 7' HIGH
OVERHEAD GARAGE DOOR
07 RF-01 ROOFING 01:
GAF TIMBERLINE - COLOR TIED
2� ASPHALT SHINGLE ROOFING OVER
8" APA RATED CDX PLYWOOD
09 WB-01 WALLBOARD 01:
112" APA RATED AC PLYWOOD
IWALLBOARD 02:
09 WB 02 112" GYPSUM WALL BOARD
_ _ _ _ _ _ _ _ _ _ _ _ _ LEVEL 4FINISH
I
09 P-01 PAINT 01:
I COAT OF PRIMER-BENJAMIN MOORE
2 COATS OF PAINT-BENJAMIN MOORE 5 PERMIT SET 05 MAY 2025
4 PROGRESS SET 02 MARCH 2O25
3 PROGRESS SET 27 FEBRUARY 2025
2 PROGRESS SET 02 FEBRUARY 2025
1 CLIENT REVIEW 24 JANUARY 2025
NO. ISSUANCE DATE
RELEASES
2 SOUTH ELEVATION 3 EAST ELEVATION SEAL:
SCALE: 1/4"=l'-0" . SCALE: 1/4"=l'-0" ��(�G�G-040yy
Q� , cc)
032421 �OQ�
�OF N��
07 RF-01
2
07 WD-01
P
10-SM co
07 WD-09
ALUM.GUTTER
LEADER
It co
071 WS-01 PROJECT:
Motto-Kalich Residence
i I I I
I I I I
I I I I I
— — — — — — — — — — — — — — — — — — — — — — — — — — � [L - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — Mattituck, NY
I
DRAWING NAME:
I
SHED
ELEVATIONS
4 NORTH ELEVATION 5 WEST ELEVATION
SCALE: 1/4"=l'-0" . SCALE: 1/4"=l'-0"
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: A
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 301
� . ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
I
I
I
ASSEMBLY/PARTITION TAGS:
07 RF-01
I EW-I 2"X6" STUDS @ 16" O.C.
W/ R21 BATT INSULATION
12
W/ e" APA RATED
6�— PLYWOOD SHEATHING EXT &
M 4" PLYWOOD OVER I 2" AC GRADE PAINTED PLYWOOD INTERIOR
® 14" -560 T11s @ 16"O.C.
SCHEDULED ITEM TAGS:
o
HURRICANE
WOOD SIDING 01:
1 4"X14" LVL LEDGER-CONT. I "CLIPS" 09 WB-01 07 WS-01 1"X4" T&G VERTICAL SIDING
ATTACH W/(2)TIMBERLOCK i
,may OVER BENJAMIN OBDYKE RAINSLICKER
o SCREWS @ 16"OC OVER HENRY BLUESKIN
SIMPSON HGU3.63-SDS HANGER
n, W/WEB STIFFNERS
EXIST.GRADE °O I 7 1/4" > 07 WD-01 WOOD TRIM 01:
EW-I SOLID PVC TRIM VERSATEX OR EQUAL
3/4" 4" PLYWOOD SIZE AS NOTED ON DRAWINGS
62
ROOFING 01:
TIMBERLINEGAF SIDING OVER ASP AL T SH B SHINGLE ROOFING
TOP OF FINISH EDLEV FLOOR 60.0' ::..::::.: - 5„
_ _ — BENJAMIN OBDKE g APA RATED CDX PLYWOOD
SLICKER CLASSIC RAINSCREEN
WALLBOARD 01:
09 WB-01
112" APA RATED AC PLYWOOD
g PLYWOOD SHEATHING
• I � 09 WB-OZ WALLBOARD 02:
112" GYPSUM WALL BOARD
EW-I LEVEL 4 FINISH
I
09 P-01 PAINT 01:
I COAT OF PRIMER-BENJAMIN MOORE 5 PERMIT SET 05 MAY 2025
2 COATS OF PAINT-BENJAMIN MOORE 4 PROGRESS SET 02 MARCH 2O25
4"X14" LVL LEDGER-CONT. 3 PROGRESS SET 27 FEBRUARY 2025
k ATTACH W/(2)TIMBERLOCK 2 PROGRESS SET 02 FEBRUARY 2025
SCREWS @ 16"OC 1 CLIENT REVIEW 24 JANUARY 2025
SIMPSON HGU3.63-SDS HANGER NO. ISSUANCE DATE
L CROSS SECTION W/WEB STIFFNERS RELEASES
1 . SCALE: 1/4"=V-0"
SEAL:
•'CE I E 0 qA
C. von �Ax
Q P t�C�
N
427
'ANCHOR BOLTS NEw
32"O.C.&12" 1 4" P.C. SLAB ON GRADE
FROM EACH CORNER d W/6x6 W1.4xW1.4 WWM
°
8" P.C.FOUNDATION ° ° 6"SAND
WALL W/245 REBARS
d °
a °
09 WB-01 \/\/ \/\/ d
\\ \\ \\ \\ \\ \\ \ ° ° dd \ \ \ \ \ \ \ \
\/ d PROJECT:
x/ d Motto-Kalich Residence
X 4 x
\ \\ \\
2"X4" KEYWAY
d
/ •° ° 44 ° ° d • Mattituck, NY
00
d °
° d ° d
d
DRAWING NAME:
1'-4"
4X`16" P.C. FOOTING SHED
W/3#5 REBAR
BUILDING SECTIONS
WALL SECTIONS
DRAWING NUMBER:
LONGITUDNAL SECTION WALL SECTION DRAWN BY: SET:
2 . SCALE: 1/4"=V-0" . SCALE: 1 1/2"=V-0" CHECKED BY:
A
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 3 .02