HomeMy WebLinkAbout52007-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#: 52007 Date: 06/17/2025
Permission is hereby granted for
Richard N Kalich
605 Saltaire Way
Mattituck, NY 11952
To:
construct accessory pool house as applied for,
Premises Located at:
605 Saltaire Way, Mattituck, NY 11952
SCTM# 100.-1-19
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 $296.00
CO Accessory $100.00
Total $396.00
—A:--icling Inspector
� r TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 0959
Telephone (631) 765-1802 Fax (631) 765-9502 hitps://wNv,w.sotit,lioldtowilily,,go
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
N 0
PERMIT NO. Building Inspector:
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 Email:marymotto@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#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
19New Structure Additio ❑Alteration ❑Repair iRDemolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes @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 8'No IF YES, PROVIDE A COPY.
R 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): a1�11' 010 1 Authorized Agent ❑Owner
Signature of Applicant: � Date: a,
STATE OF NEW YORK) CONNIE D.BUNCH
Notary PublIC,State of New York
SS: No.01 B06186050
COUNTY OF ) Qualified In Suffolk County Commission Expires April 14,2 O
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
�`�f� �-
i n ', day of ZO �
Notary Public
PROPERTY OWNER AUTHORIZATION
1
(Where the applicant is not the owner)
residing at I "
r
I
J / do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's biature Date
Ole of
Print 0 ner0s Name
L
ABBREVIATIONS SYMBOL KEY ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. DRAWING LIST
@❑ AT MINA] MINIMUM WALL CONSTRUCTION
AcousT.❑ ACOUSTICAL MISC.❑ MISCELLANEOUS �d
0 QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) ARCHITECTURAL: A-SERIES 01 1
'
A.D.❑ AREA DRAIN MTD.❑ MOUNTED CONSTRUCTION ABOVE
ADJUS.❑ ADJUSTABLE MTL.❑ METAL 1 2 GLIDING DOOR FWG60611 6'-10 3/8"X 5'-11 114" 6'-11"X 6'-0" A 0.1 COVER SHEET WIND LOAD DIAGRAMS ARCHITECT
A.F.F.❑ ABOVE FINISHED FLOOR #❑ MATERIAL if-lit
FINISH,SH, ROUGH OPENINGS(WINDOWS) 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
TES DIMENSION TO FACE OF
ALUM.❑ ALUMINUM N.A.❑ NUMBER ( � 2 1 GLIDING DOOR FWG120611 6'-10 3/8"X 11'-9" 6'-11"X 11'-9 3/4" A 0.2 SPECIFICATIONS
APPROX.❑ APPROXIMATE N.I.C.❑ NOT APPLICABLE OR DOOR SIZES A 0.3 SCHEDULES lu - 1- 1
ARCH.❑ ARCHITECT,ARCHITECTURAL NO.❑ NOT IN CONTRACT DENOTES DESIRED ALIGNMENTS OF 3 2 CASMENT CX135-3 UNITS MULLED FRAME TO FRAME 3'-4 13/16" X T-10 1/2" T-5 3/8" X T-11"
BLDG.❑ BUILDING N.T.S.❑ NUMBER FINISHED SURFACES OR ELEVATIONS
BLK.❑ BLOCK O.C.❑ NOT TO SCALE 4 1 SPECIALTY WINDOW TRIANGLE VIF VIF A 1.0 SITE PLAN
BLKG.❑ BLOCKING O.D.❑ ON CENTER I BM.❑ BEAM O.H.❑ OUTSIDE DIAMETER DENOTES CENTERLINE UNLESS
5 1 SPECIALTY WINDOW TRIANGLE VIF VIF A 2.1 PLANS
BOT.❑ BOTTOM OPP.❑ OPPOSITE HAND OTHERWISE SPECIFIED
B.P.❑ BUILDING PAPER PERIM.L OPPOSITE
A 3.1 ELEVATIONS
BSMT.❑ BASEMENT PERP.❑ PERIMETER
B'TWN.❑ BETWEEN PG.LI PERPENDICULAR
SECTION/ELEVATION NUMBER NOTES: A 3.2 BUILDING &WALL SECTIONS
1
CL ❑ CENTERLINE PL.❑ PAGE A0.
DRAWING SHEET NUMBER 1. ALL UNITS TO HAVE SCREENS
CAB.0 CABINET PLUMB.❑ PLATE 2. ALL HARDWARE TO MATCH EXISTING
CER.❑ CERAMIC PLYWD.❑ PLUMBING 3. All GLASS TO BE LOW-E4
CL.❑ CLOSET PR.❑ PLYWOOD DETAIL NUMBER 4. ALL UNITS TO BE PRE-FINISHED WHITE
1 CLG.❑ CEILING P.S.F.❑ PAIR 5. TEMPER GLASS PER CODE REQUIREMENTS
A0.
COL.❑ COLUMN P.S.L❑ PER SQUARE FOOT
DRAWING SHEET NUMBER
CONC.❑ CONCRETE P.T.❑ POUNDS PER SQUARE INCH
CONST.❑ CONSTRUCTION PTD.❑ PRESSURE TREATED O EXTERIOR WINDOW/DOOR NUMBER
CONT. CONTINUOUS P.V.C.❑ PAINTED
CPT.❑ CARPET QTY.❑ POLYVINYL CHLORIDE
CTR.❑ CENTER R❑ QUANTITY 1O INTERIOR DOOR NUMBER
C.V.G.❑ CLEAR VERTICAL GRAIN R.D.❑ RADIUS, RISER
D.❑ DRYER REFRIG.❑ ROOF DRAIN � 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 EI8ECT.❑ SCHEDULE CENTERLINE AXIS
ELEC.❑ ELECTRICAL SHT.❑ SECTION
ELEV.❑ ELEVATION SIM.LI SHEET
EQ.❑ EQUAL SPEC.❑ SIMILAR
EXIST.❑ EXISTING SQ.❑ SPECIFICATIONS
F.D.❑ FLOOR DRAIN S.S.❑ SQUARE
FIN.❑ FINISH STD.❑ STAINLESS STEEL
FLOUR.❑ FLOURESCENT STL.❑ STANDARD
FLR.❑ FLOOR STOR.❑ STEEL LEGEND
FLSG.❑ FLASHING STRUC.❑ STORAGE
FOUN.❑ FOUNDATION SUSP.❑ STRUCTURAL
FT.❑ FEET, FOOT SW.❑ SUSPENDED \/\\ \j�\ EARTH
TO SWITCH
GA.❑ GAUGE TEL.❑ TREAD
'.a .
GALV.❑ GALVANIZED T&Gu TELEPHONE �,•�;,,••, ,4;:�; CONCRETE
G.C.❑ GENERAL CONTRACTOR T.O.❑ TONGUE AND GROOVE
G.W.B.❑ GYPSUM WALL BOARD T.O.C.❑ TOP OF GRAVEL
H.B.❑ HOSE BIB T.O.S.❑ TOP OF CONCRETE
HDWR❑ HARDWARE T.O.W.❑ TOP OF STEEL
HEM.❑ HEMLOCK TYP.❑ TOP OF WALL STEEL 1 PERMIT SET 05MAY2025
HORIZ.❑ HORIZONTAL T.P.❑ TYPICAL
H.M.0 HEAT MIRROR VERT.❑ TOILET PAPER DISPENSER
NO. ISSUANCE DATE
H.V.A.C.❑ HEATING VENTILATION 8,AIR CON ITWNING VERTICAL BATT INSULATION RELEASES
I.D.❑ INSIDE DIAMETER W/❑ WASHER
IN.❑ INCH, INCHES W.C.❑ WITH RIGID INSULATION SEAL:
INSUL.❑ INSULATION, INSULATED WD.❑ WATER CLOSET
INT.❑ INTERIOR W.H.❑ WOOD �g) ARCy�T
LAM. LAMINATED WIND.❑ WATER HEATER {:":•"
GYPSUM WALLBOARD `t�Ci�C
❑ VOL
❑ ❑ y pS�FC
LAV. LAVATORY W.W.M. WINDOW � OP LB. POUND W/O❑ WELDED WIRE MESH {
L.F.❑ LINEAR FOOT X❑ WITHOUT d1 MASONRY .:.
LVR.❑ ❑ LOUVER YD.❑ INDICATES TIMES OR BY
MAX.❑ MAXIMUM YARD ® BLOCKING 1 COY
MECH.❑ MECHANICAL 4'L
MFR.❑ MANUFACTURER ® FRAMING MEMBERS S�qT 032
PLYWOOD
GENERAL NOTES:
® LAMINATED VENEER LUMBER
1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS FINISHED WOOD )JJJJJJJJ
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER 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.
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.
PROJECT:
10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING Motto-Kalich 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.
13.) SPACE IS UNCONDITIONED
Matdtuck, NY
DRAWING NAME:
* SPACE IS UNCONDITIONED POOL HOUSE
COVER SHEET
DRAWING NUMBER:
DRAWN BY: ACV SET:
CHECKED BY: ACV A
SCALE: SHEET:
CURRENT 001
ISSUE DATE: 11-10-2006
a rri
Ion #I : General Re uirements: Division #4: Carpentry/Wood/Steel: DIVI51on #4: (continued) DIVI5ion #8: (continued) Division #13: HVAC: '' . f�l
Dvs q p �' q
The following General Notes shall apply to all sections and dIVI5Ion5 of the Rough Carpentry/Wood: 5 Screws: Self drillling,corrosion resistant, philllps head I" for base layer; I SPACE IS UNCONDITIONED ARCHITECT
5pecfication5, to the Working Drawings and to the entire project. 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, i-naterials, 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. Asso. G Metal trim/corner beads/jay beads/etc. similar to 200 series, manf. by
these specifications and Working Drawings. Division #5: Roofing: US 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 specfICCd 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 suffi(;Ient 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 US 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 frying) 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 Plashing/Gutters/ Leaders: installed unless openings are temporarily closed. Inside temp to be above 50
fB-1 500p51 and E-1 .7 p51 and shall bear visible grade stamp. degreC5f. Ventilated.
5 Checking and Scaling Drawings: The contractor shall verify all dimensions I Roof flashing, including all hips and valleys, shall be aluminum colt 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 speclfled. 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 ex51tincj.
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 firnshed work, or which Is otherwise defective, will be rejected
regulations of the governing town and =_,tate. 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 Is in violation of these coder. shall have cleanouts and be attached to dry well system and or pipe to daylite.
9 Plywood subfloor shall be 4" T$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, 15 to be considered as part of the contract and shall be APA (American Panel Association) recommends a 1 2" inside, G" edges pattern. I Building Insulation: Shall be a "falsh 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 1 1), 8" thick in roof(R25), Provide sound insulation batts 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. recited 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 1/8" 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 item:5. and cross bridging shall be minimum 18 gauge prime galvanized steel as insulation.
manufactured by TECO, 51111p5on, or approved equal. Special nails as supplied 3 The following 15 a Ilst of approved manf.: I Pratt and Lambert, 2 Plttsburgh
by manufacturer shall be used for required nailing. Sealants: Paints, 3 Sherwin WIIIIams, 4 Benjamin Moore, 5 Cabot's Stain, G Cuprinol.
Dlvlslon #2: Sitework/ Excavation/Septic System/ Utility Connections:
12 Provide "x" bridging or soled 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, 0115, 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 Site Plan. 14 All pressure treated wood shall be "ACO"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 Plnishing:
manner as approved by the Owner. The "work areas" shall be kept clean and Plashing:
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 speclfled 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 SA 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 5at15fIC5 the requirements of penetrations of roof and exterior walls at windows and door heads and at
Excavation and Grading: A5TM-A307-8GA"Standard 51pecificaton for Carbon Steel Bolts and Studs, door sills and at all other areas indicated and required by good construction. 1 PERMIT SET 05 MAY 2025
GO,000p51 tensile strength". Bolts shall be Inserted in holes with a diameter NO. ISSUANCE DATE
I Investlgate foundation conditions of construction, to see if they meet I/I G" larger then the bolt diameter. The end distance, edge distance, and 4 Elastomeric Plashing: 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 soil, a minimum of 4'-0" below grade. A5TM A307-5GA. 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 DIVI51on #7: Exterior Windows and Doors/ Interior Doors: ED ARC
penetration as the shank., 2. The lead hole for the threaded portion shall G, C.y yj
3 Provide New Underground Footing and Basement Drains as indicated on 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 foilOp.M ��p
Drawings and/or required by code. Provide Site Drainage/Dry Wells/ Etc. as length of the threaded portion. manufactures recommendations. Q�
Indicated.
20 See 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 UtIIItles, Water, Electrical, Telephone, Cable TV, requirements and materials. ordering. T fr"
Well Line, etc. as required.
3 Interior and Exterior Wood Trim/Casing Trim/ Extension Jambs/51115/etc.
5 Grading: Backfill and grade around foundations and slab viork as required shall be supplied and installed by the contractor as required. Profiles/ Details '9�� 032421
byjob 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.
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 5lmp50n, architect shall
Finish Carpentry: approve prior to ordering. Provide cut $ spec for approval.
7 Furnish and spread approved fell as required by backfllling.
1 See plans, and details for other work and materials. 5 The contractor shall provide rough openings/casing trim/stone saddles/
8 Septic 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/ Dlvlslon #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 US 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 US Gypsum Co.
code and regulations. Provide load calUlatlons 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, 5/8"
submitted for approval by Architect. thick (both walls and ceilings). Finished surface to be skim coated. follow
DIVI51on #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 Plans, Notes, and otl'er Details, for Concrete Slabs, Slab as recommended by the manf. Or use 5/8" Wonder Board.
Pitching, and other foundations and structural condItlons. 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 concrete shall be
as follows: Footings 3000p51, Slab on Grade 4000p51, Walls 3000p51. New
Slab areas on grade shall be 4" thick stone concrete with WWF GxG W 1 .4 X
1 .4 over G" 314" gravel bed. Provide G. mil Polyethylene Vapor Barrier under
slab. Slab shall be finished in accordance with ACI Standards 3 18,304,and
310.
All reinforcing bars shall be billet steel conforming to A5TM AG 15, grade GO.
Ties and stirrups must be grade 40. .4,11 welded wire mesh (WWf) shall
conform to ASTM A 185. 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 between trades and provide and or install
anchors, m5ert5, sleeves, hangers, etc. required for various trades. DRAWING NAME:
3 Provide damproofing at foundation walls and slabs/as per details and per POOL HOUSE
code.
SPECIFICATIONS
DRAWING NUMBER:
DRAWN BY: AC\' SET:
CHECKED BY: ACV A
SCALE: 1/4"=1'-0" SHEET:
CURRENT 002
ISSUE DATE: 11-10-2006
NAILING SCHEDULE
Joint Description Nail Sizes Nail Spacing
ARCHITECT
ROOF FRAMING
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
Rafter to Top Plate(Toe-nailed) 3-8d per rafter
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
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
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
Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud
2- 16d per 2x6 stud
2-16d per 2x8 stud
Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2- 16d per foot
FLOOR FRAMING
Joist to Sill , Top Plate or Girder(Toe-nailed) 4-8d per joist
Bridging to Joist(Toe-nailed) 2-8d each end SIMPSON LSTA — 20 GAGE RIDGE STRAP ALL ROOF RAFTERS
Blocking to Joist(Toe-nailed) 2-8d each end
Blocking to Sill or Top Plate(Toe-nailed) 3- 16d each block
Ledger Strip to Beam (Face-nailed) 3- 16d each joist
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist
Band Joist to Joist(End-nailed) 3- 16d per joist
Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d' per foot
ICE SHIELD UNDERLAYMENT REQUIRED RAFTER NOT ALIGNED W/ STUDS:
ROOF SHEATHING SIMPSON H2A HURRICANE CLIP @
16" O.C. ON EXT. FACE OF PL
Structural Panels 8d 4"o.c. perimeter zone RAFTER ALIGNED W/ STUDS: W/ 5 — 8d NAILS @ EACH END
other 6"o.c. edges of SIMPSON 142A HURRICANE CLIP @ & SIMPSON MSTA24 18 GA. METAL
panel , 12"o.c. interior o,, 16" O.C. W/ 5 — 8d NAILS @ STRAPS @ 32" O.C. W/ 18-10d
of panel RAFTERS, 2-8d NAILS @ PLATE NAILS
& 5-8d NAILS @ STUDS
i
CEILING SHEATHING
Gypsum Wallboard 5d 7"edge/ 10"field DOUBLE TOP PLATE
WALL SHEATHING 2 X 8 @ 16" O.C. LYWOOD SHEATHING TO COVER HEADER
STUDS TOP PLATES & BOX BEAM @ BOTTOM
Structural Panels 8d (see table 3.9) SIMPSON MSTA24 18 GA.
Fiberboard Panels
METAL STRAPS @EACH JACK POST
7/ 16" 6d 3"edge/6"field O.C. W/ 18-10d NAILS
25/32" 8d 3"edge/6"field
SIMPSON H6Z 2 4" WIDE — 16 GA.
Gypsum Wallboard 5d 7"edge/10"field HURRICAINE CLIP @ 32" O.C.
Hardboard 8d (see table 3.9) W/ (8) 8d NAILS TOP & BOTTOM
Particleboard Panels 8d (see table 3.9) 3/4" APA RATED PLYWD. REPEAT @ALL JACK POSTS
Diagonal Board Sheathing SUBFLOOR GLUED &
NAILED PROVIDE BLOCKING 1 PERMIT SET 05 MAY 2025
1"x 6"or 1"x 8" 2-8d per support N ALL PROVIDE EDGES �» OP OF NO. ISSUANCE DATE
1"x 10"or wider 3-8d per support a APA RATED PLYWD. SHEATHING FOUNDATION
1ST 2 BAYS OF FRAMING PROVIDE 8d COMMON NAILS @ 4" RELEASES
FLOOR SHEATHING O.C. AT EXTERIOR EDGE OF ALL
SHEATHING
Structural Panels
1"or less 8d 6"edge/12"field �p�ED A&6
greater than 1" 10d 6"edge/6"field NAIL SHEATHING TO SILL PLATE 5'C CVO yZ
8d NAILS @ 4" O.C. �O
Diagonal Board Sheathing
1"x 6"or 1"x 8" 2-8d per support 2 X 6 SILL PLATE
1"x 10"or wider 3-8d per support
ACQ TREATED.
1 Nailing requirements are based on v✓all sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed
3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall
�3242�
be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path: yCQ`�
2 When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to FOF 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-13 ICE SHIELD UNDERLAYMENT REQUIRED-YES
° ° ° °
a
a a PLYWOOD SHEATHING
2 X 6 STUD WALL STA 15-20 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 SILL PLATE PROJECT:
NAIL SHEATHING TO SILL
FOR NEW CONSTRUCTION , EXTERIOR WINDOWS fAUST BE PROTECTED VIA GLAZING MEETING 0 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 (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
SILL SEAL.
LOCATED WITHIN ONE(1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING a a ° 5/8" DIA. x12" A.B. @48"
TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING GABLE ROOFS O.C. — TYP. +12" FROM o pP GRADE 6" MIN. BELOW
HIP R❑❑F S 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. D °.D TOP OF CONC.
AT HIGH PRESSURE ZONE. ��%� �%
�N i, �i�X
@ 6 O.C. AT ALL OTHER PORTIONS OF THE �i
PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: ° ° ° ° ROOF TYP. Dp�°
A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631 -287 5060 D
WATERPROOF ALL
° ° 1/2" EXPANSION SEAL ''D °DOD URFACES BELOW Z Mattituck NY
OR D GRADE (TYP.)
B-QUICK GUARD STORM PANELS. 631 -287 5330
p
OR
C-PLYWOOD PANELS AS PER CODE 2" CONC. SLAB D I
Dp ° DpDp DRAWING NAME:
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF h D,
ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR
X 4" KEYWAY POOL HOUSE
D °
p
D °
a ° 10 0 0 < 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ° . D, D D p
a a
D p
NOTE : a = 4 FT. IN ALL CASES (2CONTINUOUS pD° °._p Dp° WIND DIAGRAMS
p D D °
GABLE ROOFS
X 16 PC. FTG. SET ON
10 o 0 < 45 0 UNDISTURBED SOIL
T 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 03
• ,�[
J
ISSUE DATE: 11-10-2OO6
Lot Zoning/Area r I .ems si
ARCHITECT
LOT AREA: 22,500 sf- 0.517 ACRES 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
�\STERN
CURRENT ZONING: R-40
E NG MO OW?'O\_
• c� c gOx Lot Coverage
ORMER�V OF � '
OA
F ?04 2 Allowable:
SNOW M MEN ��E� 22,500 X 20% = 4500 sf
`PND 8L oo • / \� J
?x5 ��� g Dwellin 1618 sf
gPR o O+?j0 E I\ E S6 J► Deck 487 sf
13 O
FENCEI EEC Porch 81 sf
NERS�o M C5� c� 2nd Floor Cantilever 24 sf
Covered Concrete 55 sf
04
• �� �� N� Hot Tub 46 sf
Ep �� DR WPY
OB�p MO`\SNEp • Sub Total - Existing 2311 sf
EX
• PS? Pill
l \POOR QROPO �� \ PIG\-p
Ep Ov " -" ^ �Ro�� o PNK 2 �, o , Proposed Cabana 342 sf
FOR pROO�ER --- \ WPS� 2� v �, Proposed Outdoor Shower 48 sf
S NOVA OR MPS N\\310 SN ! 1 S�pR�( �� �, o Proposed Shed 555 sf
• \
`PcpNpP&jN0 ; : Sub Total 945 sf
V\ = OSEp ""-- O � p �` Proposed Pool 1243 sf
�N 25 �a N\GN. = ; ' PRO pp`E oSED yaT oc+ Z.
ON \NE N \\ �\ NOVS S O G\NG p REP O O W �j.
�o ?, T7 �' ` Total Coverage 4499sf
--"OP,
pR 0"D
Gross Floor Area Calc
----- ------------ ---------�\\_' PRpP EOpEEP N SELL
5 ��Ec. _ _ Allowable:
�o Z ` R 4 N`M R VERHEgp WARES oNC MON �S 3,350 + 250 = 3600 sf
15 00
POp�FE�R�100Eo C 00 �Pp`N\RE First Floor Area 1618 sf
BX so ERN
O 00 / \\� Q0` ER Second Floor Area 853 sf
00
o 2 3 Xg0 POO\' � • I E`E
� Total Gross Floor Area 2471 sf
O
O 2 1 � FN, �I►
O \ i / / • �\Ny� ENCE O+ 5 PERMIT SET 05 MAY 2025
O O Drainage Calculations 4 PROGRESS SET 02 MARCH 2O25
1 , / 22� 3 PROGRESS SET 27 FEBRUARY 2025
2 PROGRESS SET 02 FEBRUARY 2025
1 CLIENT REVIEW 24 JANUARY 2025
c��NCE 897 S.F. X 0.166 = 148 C.F. NO. ISSUANCE DATE
FN RELEASES
�S �012 Total Required = 148 C.F
+ O++ • OO i i = SEAL:
FN 0.3 C N�. o , • S
1?0 3 �, 1 - 8 DIa. X 6 Deep drywell provided 265 C.F. D
/�,y�� .g'��M c v RCyi�
173242'11
F0 NEWt
NE
S�
�P
�E
�I P
EC
PROJECT:
1 . SITE PLAN
SCALE: 1 6 Motto Kalich Residence
HEAVY DUTY CAST IRON
FRAME&COVER TO GRADE
6'SLAB FOR NON-TRAFFIC BEARING
8"SLAB FOR TRAFFIC BEARING
GEOTEXTILE APPROVED OUTLET PIPE AS REQ'D
FABRIC
MINA"DIA.PITCHED}"PER FOOT Mattituc , NY
WOOD OR METAL APPROVED INLET PIPE
SUPPORT POSTYS MIN 4"DIA PITCHED}PER FOOT
FLOW DIRECTION
EXCAVATED& EXIST.
R of DRAWING NAME:
BACKFILLED
TRENCH
SITE PLAN
= 1Ii01 5 15 35 75
4' DIA.
BACKFILL W/CLEAN SAND&GRAVEL
DRAWING NUMBER:
DRAWN BY: SET:
3.
2. SILT FENCE DETAIL DRYWELL DETAIL CHECKED BY: A
SCALE: 1/161t=11-10" SHEET:
PROJECT No 1 1
/C
Adu I
ASSEMBLY/PARTITION TAGS: -`
k.EW..1 2"X6" STUDS @ 16" O.C. ARCHITECT
W/ R21 BATT INSULATION 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
W/ 8" APA RATED
PLYWOOD SHEATHING EXT &
2" AC GRADE PAINTED PLYWOOD INTERIOR
18'- 1/2" 2"X6" STUDS @ 16" O.C.
5'-6 1/8" 18'- 1/2" 1/4„ EW-2 W/ R21 BATT INSULATION
9'-6 3/4" 18'- 1 7'-11 1/2" W/01 8" APA RATED
ol PLYWOOD SHEATHING EXT &
r-- - ------------------- -------- -3 -------- - -- , PTD. GWB ON INTERIOR
v
� a
- - - - - - - - - - - - - - - - - - - -� I 4 i SCHEDULED ITEM TAGS:
2"Xl3"ACQ FJ
@16"O.C. I I I I i 07 WS-0{
WOOD SIDING 01:
I"X4" T&G VERTICAL SIDING
Z i I ( I ' OVER BENJAMIN OBDYKE RAINSLICKER
SHUNER
W_2 13 OVER HENRY BLUESKIN
I r
I I I I i 07 WD_01 WOOD TRIM 01:
W I I " i 3)2"X6" POST SOLID PVC TRIM VERSATEX OR EQUAL
C SIZE AS NOTED ON DRAWINGS
iv "' o Lu
I I N 09 WF-01 I v
CRAWL SPACE Ln
' I ( I 07 WD-02 WOOD TRIM 02:
EO
PAINT GRADE INTERIOR TRIM
I I � 2" RAT SLAB �" 20 SIZE AS NOTED ON DRAWINGS
1 ' 11 07 RF-01 ROOFING 01:
16' 1/2" � I it I GAF TIMBERLINE - COLOR TBD
10 7.4ASPHALT SHINGLE ROOFING OVER
a" APA RATED CDX PLYWOOD
WALLBOARD 01:
- I 09 WB-01
N I I N 112" APA RATED AC PLYWOOD
-'
., i 09 WB-02 WALLBOARD 02:
L - -- - - - - - - - - - - - - - - - - - - - - J I -- I 112" GYPSUM WALL BOARD
in L-- _ _J LEVEL 4 FINISH
09 P-01 PAINT 01:
I COAT OF PRIMER-BENJAMIN MOORE
2 COATS OF PAINT-BENJAMIN MOORE
9'-1 3/4"
10 I 18' 2 7/8" 09 F-01 TODORING 01:
70,
I I
I I 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
I I
N0. ISSUANCE DATE
RELEASES
SEAL:
/ �P�O ARC/
FOUNDATIONG VOL F`
� . SCALE; PLAN FLOOR PLAN � P� � s,
2 SCALE: 1/4 10 Q4
Qr
03242� -lC
qTF OF NEB
I
I
-------------------------------------------------
I I I
I I
I I
I I I
I I
I I
� O I
I N @) I
I I
I I
I I
PROJECT:
I I
I I
(3)1 4"X 14" LVL
� . ...:a. Motto-Kalich Residence
I I
I I
I I
uO Ji Cb2"x
10"' RR
II 2"x10" RR
@ 16"O.C. @ 16"O.C. !L
Mattituck, NY
I I
------------------------------------------
I I
I I
I I
DRAWING NAME:
I
POOL HOUSE
N PLANS
ROOF PLAN DRAWING NUMBER:
3 DRAWN BY: SET:
SCALE: 1/2"=1'-0" A
CHECKED BY:
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 201
a
t
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
i
I
07 RF-01
07 RF-01
q"X 2"
CEDAR DOOR O i O s„ a"X 8"
2"x4"CLR ( 07 WS-01
CEDAR FRAME
. I
2"x6"CLR
CEDAR CAP a"X 5 1/2"
i
j 07 WQ-01
3
I � I
1"X6"T&G i i 07 WS-01 i 4"X 5 1/2" a"X 5 1/2"
CLR CEDAR I \
07 WD-01
SDING
4"X4"CLR ---- -
CEDAR POST
I I I I I
I I I I I
I I I I I
- - - - - - - - - - - - - - - - - - - - - - - 1�- - - - - - - - - - - - - - - - - - - - -
I
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 EAST ELEVATION SEAL:
SCALE: 1/4"=l'-0" 30 SCALE: 1/4"=1'-0" aEo Aq
C.VO4 sy��F
03242� (�Q
�rFOF NEwy
07 RF-01
07 RF-01
4°X 2"
a"X 8„
07 WS-01
5
CEDAR CAP
OPROJECT:
3
07 WS-01 1"X6"
CLR CEDDARAR Motto-Kalich Residence
4"X 5 1/2"
SDING
07 WD-01 1 07 WD-01
4"X4"CLR
CEDAR POST
I I I I
I I I I
I I I Mattituck NY
DRAWING NAME:
POOL HOUSE
ELEVATIONS
4 NORTH ELEVATION F WEST ELEVATION
0 SCALE: 1/4"=1'-0" V . 'SCALE: 1/4"=1'-0"
DRAWING NUMBER:
DRAWN BY: SET::
CHECKED BY:
SCALE: 1/411=1'-0" SHEET:
PROJECT No 3 . 1
g
p6
o',
�R
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
I
I
I
- - - - - - - - - - -
HURRICANE -
"CLIPS"
DBL TOPVA
S
PLATE
01 9„
12 LVL HEADER ) SIDING OVER
PER PL NS
07 WD-02 BENJAMIN OBDYKE
( N RAINSLICKER
PTD.WOOD
TRIM (S
M "' $" PLYWOOD
09 WB-02 SHEATHING
09 P-01
0
w
EW-Z
1"X 5 1/2"
4" PLYWOOD SHEATHING
OVER 12"TJI's @ I16"O.C.
IS TOP OF FINISHED FLOOR
ELEV:60'-10 1/2"
60
W/4"SHELF — — L�EXIST.
GRADE
DOOR UNIT
001
PER SCHEDULE
4,WD.FLOORING
2" P.C.RAT SLAB 4" PLYWOOD
SUBFLOOR
Q 5 PERMIT SET 05 MAY 2025
4 PROGRESS SET 02 MARCH 2O25
3 PROGRESS SET 27 FEBRUARY 2025
TRIM BD. 2 PROGRESS SET 02 FEBRUARY 2025
I 1 CLIENT REVIEW 24 JANUARY 2025
NO. ISSUANCE DATE
°
10" P.C.WALL RELEASES
1 CROSS SECTION °� �d W/2-#SREABAR 00 &4"SHELF
1 SCALE: 1/4"=V-0" ' :jj SEAL:
° \\ QED ARC
G.VO4
VIP
6„ ° \\ \\ \\ H\ \\ \\
loll 4
OF NEW
d d d \\\\\\\\\\
d \\\/
14
d
° ° d
d 2"X4" KEYWAY
d \� d <4 d
dd ° d d d ° d
d ° PROJECT:
1'-6" Motto-Kahch Residence
8"X16" P.C.FOOTING
W/3#5 REBAR
2 WALL SECTION
SCALE: 1 1/2"=V-0"
Mattituck, NY
DRAWING NAME:
POOL HOUSE
BUIDLING SECTIONS
WALL SECTIONS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY:
SCALE: 1/4"=V-0" SHEET:
PROJECT No 3 *2