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HomeMy WebLinkAbout51787-Z o��ofsoaryo� TOWN OF SOUTHOLD 111111 0 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#: 51787 Date: 03/26/2025 Permission is hereby granted to: Joachim Yahalom 965 Edwards Ln Orient, NY 11957 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 965 Edwards Ln, Orient, NY 11957 SCTIVI# 18.-3-20 Pursuant to application dated 02/20/2025 and approved by the Building Inspector. To expire on 03/26/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $488.00 CO-RESIDENTIAL $100.00 Total S588.00 Building Inspector W�� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ....... lip -------------------------------------- ------- con FOUNDATION (2ND) ROUGH FRAMING& PLUMBING --------- ------ INSULATION PER N. Y. ------ STATE ENERGY CODE IL FINAL ADDITIONAL COMMENTS rn ............ ------------- ---------- .................... ------------ ------------ .ASUFF°t��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ate" Telephone(631) 765-1802 Fax(631) 765-9502 hops://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT 17 a � � t� f k lUJ l� €; For Office Use Only ;�•// j� f.rd PERMIT N0. Building Inspector: y F E B 2 0 2025 ;` Applications and.forms must.be filled out in their entirety:Incornp.lete ' applications will not be accepted. Where the Applicant is not.the owner,an Iffl-din 4a raF:: c� OWner's Authorization form(Page,2)-shall be completed. Date: OWNER(S)OF PROPERTY: . .. Name: C _M___ __ SC #1000- l e- t�?j - 20 Project Address: eW,!�7 aULAVJS Lis_)r _C>(ZI Phone#: Email: V_A A Mailing Address: A,MC A--,., A-56Vf CONTACT PERSON: Name: CO_f,�j cS_?_—J�T_10 k-) Mailing Address: Phone#: '��Sal���o Email DESIGN PROFESSIONAL INFORMATION: Name: \ Vo Mailing Address: �J S.�CJ�____ �� m�`'�_f I 7_ Phone#: (I.P 3 J s3 -7 Email: �{ t_>" CONTRACTOR INFORMATION:' Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION --- El New Structure VAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 100,oyc> Will the lot be re-graded? ❑Yes t&o Will excess fill be removed from premises? ❑Yes KNo 1 `PROPERTY INFORMATION', Existing use of property: Intended.use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Sd- this property? ❑Yes No IF YES, PROVIDE A COPY. Cheek'13oxAfter Reading The owner/contractor/tlesigh.professioiial is responsiblefor all drainage and storm water issues as provided by`. Chapter 236 of the Town Code. APPLICA710N'IS HEREBY MADE to the`Bwlding;Department for the issuance.of a Building Permit pursuant to;the Budding Zone.' Ordanance of the,7own ofSouthold,Suffolk County,'New York and other'applicable iew3,Ordinances or;Regulations,for"the,construction of buildings, additions,alterations:orfor removal or demolition as here�mdescribed The applicant agrees t- comply with,all applicable laws,ordinances;building code, housing-code and regulatlons:and to admit authorized inspectors ompremises and in buildmg(s)for necessary inspections False statements made herein are punishable•as;a Class Amisdemeanorpursuant toSection•210 S of the New York State:Penal).a Application Submitted By(pri e 556uthorized Agent ❑Owner Signature of Applicant* Date: 2•Iq•2_0Z5 STATE OF NEW YORK) SS: COU,NNTTTY 0FSCAK11L ) 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 day of t EVE L.GATZ-SCH1XAN1F' ,'T,_N NOTARY PUBLIC.STATE Cf:NEI,• 5 ORK Registration No.01QA6i:740ZS PROPERTY OWNER AUTHORIZATION Qualified in Suttollc Commission Expires (Where the applicant is not the owner) - Joachim Yahalom residing at 965 Edwards Lane, Orient, NY 11957 I, do hereby authorize Fred Seifert to apply on my behalf to the Town of Southold Building Department for approval as described herein. Fefruary 9 , 2025 Owner's Signature Date Joachim Yahalom Print Owner's Name 2 Pontino, Susan From: Seifert Construction <office@seifertconstruction.com> Sent: Monday, September 8, 2025 10:35 AM To: Pontino, Susan Subject: Re:Yahalom; 965 Edwards Lane, Orient Sue, You can just void it. Thanks, Caroline On Wed, Sep 3, 2025 at 11:18 AM Pontino, Susan <susan.pontino(@town.southold.ny.us>wrote: Good morning, I am going through some permits that have been issued and haven't been picked up. The permit for additions and alterations to the house for Yahalom was issued on March 26. It was never paid for/picked up. Do you still want this permit or should it be voided? Please let me know. Thank you. Susan Pontino- 5enior OfFice Assistant Southold Town ff)uilding Department PO box 1179 jouthold NY 1 1971 631-765-1802 i ABBREVIATIONS SYMBOL KEY DRAWING LIST @! AT MIN.❑ MINIMUM WALL CONSTRUCTION ' € ACOUST.❑ ACOUSTICAL MISC.❑ MISCELLANEOUS ARCHITECTURAL: A-SERIES A.D.❑ AREA DRAIN MTD.❑ MOUNTED CONSTRUCTION ABOVE ARCHITECT ADJUS.❑ ADJUSTABLE MTL.❑ METAL 4 A 0.1 COVER SHEET WIND LOAD DIAGRAMS A.F.F.❑ ABOVE FINISHED FLOOR #❑ FINISH, ROUGH OPENINGS(WINDOWS) ROOF A 0.2 SPECIFICATIONS MATERIAL ' DENOTES DIMENSION TO FACE OF 3" ALUM.❑ ALUMINUM N.A.❑ NUMBER � -� SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 OR DOOR SIZES APPROX.❑ APPROXIMATE N.I.C.❑ NOT APPLICABLE A .3 SCHEDULES 1.0 SITE PLAN ARCH.❑ ARCHITECT,ARCHITECTURAL NO.❑ NOT IN CONTRACT DENOTES DESIRED ALIGNMENTS OF BLDG.❑ BUILDING N.T.S.❑ NUMBER FINISHED SURFACES OR ELEVATIONS A 2.0 DEMOLITION PLAN/FOUNDATION PLAN BLK.0 BLOCK O.C.❑ NOT TO SCALE 2' A 2.1 FIRST FLOOR PLAN/ROOF PLAN BLKG.❑ BLOCKING O.D.❑ ON CENTER i DENOTES CENTERLINE UNLESS BM.0 BEAM O.H. OUTSIDE DIAMETER OTHERWISE SPECIFIED BOT.❑ BOTTOM OPP.❑ OPPOSITE HAND � A 3.1 ELEVATIONS ❑ A 3.2 BUILDING SECTIONS B.P.❑ BUILDING PAPER PERIM.0 OPPOSITE I A 4.1 WALL SECTIONS BSMT.❑ BASEMENT PERP.❑ PERIMETER SECTION/ELEVATION NUMBER q1o B'TWN.❑ BETWEEN PG.❑ PERPENDICULARCL ❑ CENTERLINE PL.0 PAGE DRAWING SHEET NUMBERCAB.❑ CABINET PLUMB.❑ PLATE1st FLOOR 1 CER.❑ CERAMIC PLYWD.❑ PLUMBING DETAIL NUMBER CL.❑ CLOSET PR.❑ PLYWOOD 1 2,1 CLG.0 CEILING P.S.F.❑ PAIR A0. DRAWING SHEET NUMBER APPROVED AS NOTED COL.❑ COLUMN P.S.I.❑ PER SQUARE FOOT ATE CONC.0 CONCRETE P.T.❑ POUNDS PER SQUARE INCH D •J]�& B.P.# CONST.❑ CONSTRUCTION PTD.❑ PRESSURE TREATED O1 EXTERIOR WINDOW/DOOR NUMBER CLEAN OUT TO SEPTIC /� �Y 4" TANK FEE �. �l/ BY: 11 AND CONT. CONTINUOUS P.V.C.❑ PAINTED CPT.0 CARPET QTY.❑ POLYVINYL CHLORIDE HOUSE TRAP I NOTIFY BUILDING DEPARTMENT CTR.❑ CENTER 1 INTERIOR DOOR NUMBER BASEMENT SLAB CLEAN OUT FOLLOWING 8AM C ION FOR THE Ru QUANTITY O C.V.G.0 CLEAR VERTICAL GRAIN R.D.❑ RADIUS, RISER FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REOV':RED D.❑ DRYER REFRIG.❑ ROOF DRAIN 1 }---- WALL CONSTRUCTION TYPE FOR POURED CC1sU RE _ DIA.❑ DIAMETER REINF.❑ REFRIGERATOR �/ RISER DIAGRAM 2. ROUGH-FRAMING&PH 11l'P'ING DIM.❑ DIMENSION REQ'D.❑ REINFORCING 1 3. INSULATION DN.❑ DOWN RF.❑ REQUIRED ELEVATION DESIGNATION ABOVE 0'-0" N-T-S 4. FINAL-CONSTRUCTION MUST D.S.❑ DOWNSPOUT RM.0 ROOF DATUM UNLESS OTHERWISE SPECIFIED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE DW❑ DISHWASHER R.0.0 ROOM DWG.L DRAWING SCHED.❑ ROUGH OPENING 1 AXIS NUMBER YORK STATE. SOT RESPONSIBLE CENTERLINE AXIS YORK STATE. NOT RESPONSIBLE FOR E.1.F.S.❑ EXTERIOR INSULATED FINISH SYS EIBECT.Iu SCHEDULE DESIGN OR CONSTRUCTON ERROR ELEC.❑ ELECTRICAL SHT.❑ SECTION ELEVAJ ELEVATION SIM.0 SHEET EQ.0 EQUAL SPEC.❑ SIMILAR EXIST.❑ EXISTING SQ.❑ SPECIFICATIONS F.D.❑ FLOOR DRAIN S.S.❑ COMPLY WITH ALL CODES OF SQUARE FIN.0 FINISH STD.0 STAINLESS STEEL NEW YORK STATE&TOWN CODES FLOUR.❑ FLOURESCENT STL.0 STANDARD AS REQUIRED AND CONDITIONS OF FLR.0 FLOOR STOR.❑ STEEL LEGEND /OLD WN ZBA, FLSG.0 FLASHING STRUC.❑ STORAGE WN PLAN'JING BOARD FOUN.❑ FOUNDATION SUSP.0 STRUCTURAL / / WNTRUS�EES FT.❑ FEET, FOOT SW.❑ SUSPENDED \/\\j\\/\\ EARTH TO SWITCH GA.❑ GAUGE TEL.❑ TREAD ry: a• C GALV.❑ GALVANIZED T&Gu TELEPHONE ` CONCRETE G.C.❑ GENERAL CONTRACTOR T.O.❑ TONGUE AND GROOVE G.W.B.❑ GYPSUM WALL BOARD T.O.C.LI TOP OF GRAVEL H.B.❑ HOSE BIB T.O.S.12 TOP OF CONCRETE 2 PERMIT SET 10 FEBRUARY 2025 !� p 1 PROGRESS SET 20 JANUARY 2025 HDWR❑ HARDWARE T. .0 STEEL OCCUPANCY ORHEM.❑ HEMLOCK TYP.❑ TOP OF WALL K�7 STEEL N0. ISSUANCE DATE HORIZ.❑ HORIZONTAL T.P.❑ TYPICAL H.M.0 HEAT MIRROR VERT.❑ TOILET PAPER DISPENSER USE IS UNLAWFUL H.V.A.C.CI HEATING VENTILATION&AIR CON l61i.ITNING VERTICAL BATT INSULATION RELEASES I.D.❑ INSIDE DIAMETER W/❑ WASHER WITHOUT CERTIFICATE SEAL: IN.❑ INCH, INCHES W.C.❑ WITH r j-- 1 I RIGID INSULATION nc INSUL.❑ INSULATION, INSULATED WD.❑ WATER CLOSET OF OCCUPANCY �C��� A G vo(0 INT. INTERIOR W. WOOD ('�gOP� . ❑ `S' <C� LAM.❑ LAMINATED WIND.❑ WATER HEATER ::' ' '' ` • GYPSUM WALLBOARD LAV.❑ LAVATORY W.W.M❑ WINDOW RETAIN STORM WATER RUNOFF LB. POUND W/Ou WELDED WIRE MESH PURSUANT TO CHAPTER 236 L.F.u LINEAR FOOT X❑ WITHOUT MASONRY LVR.0 ❑ LOUVER YD.❑ INDICATES TIMES OR BY OF THE TOWN CODE. 032421 OQ �rF y MAX. MAXIMUM YARD ® BLOCKING OF NEw ❑ MECH.❑ MECHANICAL ® FRAMING MEMBERS MFR.❑ MANUFACTURER PLYWOOD GENERAL NOTES: ® LAMINATED VENEER LUMBER ELECTRICAL 1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS FINISHED WOOD INSPECTION REQUIRED 0 JJJJJJJJJ 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 All exterior lighting CONSTRUCTION. installed,replaced or 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. repaired shall Conform 5.)VERIFY ALL BUILDING LOCATIONS AND CONC. PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. to Chapter 172 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING. VERIFY ALL FIELD of the Town Code 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 CONIITIONS UNLESS OTHERWISE NOTED. 8.) DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. PROJECT: 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. Fire Separation 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING Yahalom Residence OF OR INSTALLATION OF ANY ITEMS. required c S per 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS NYS Code OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. PLsU�tl,'BIN�G �AIr�PLlJP1161NG i1VA�1'E, A�,&WATER�'LINES NEED .1: TESY, NG,S FORE COVERING', Orient, NY PLU1WR CERTIFICATION DRAWING NAME: ON LEAD CONTENT BEFORE CERT!~rCATE OF OCCUPANCY CONSTRUCTION SOLDER USED IN WATER DOCUMENTS SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. COVER SHEET DRAWING NUMBER: DRAWN BY: ACNI SET: CHECKED BY: ACV A SCALE: SHEET: CURRENT OA ISSUE DATE: 11-10-2000 i Division #I : General Requirements: Division #4: Carpentry/Wood/Steel: Division #G: Building Insulation/Sealants/ Flashing: Division #I I : Plumbing: The following General Notes shall apply to ail sections and divisions of the Rough Carpentry/Wood: I Building Insulation: Shall be a "Falsh and Batt" system. Glass Fiber Batt I All work shall comply with all applicable state and local codes. All ARCHITECT Specfications, to the Working Drawings and to the entire project. Insulation, as manufactuered by Johns-Manville or approved equal. 4" thick in certificates, approvals and permits shall be obtained by this contractor and I All framing shall be done in accordance with the latest edition of"National walls (R I I), 8" thick in roof (R25), Provide sound insulation batts between all surrendered to the owner at the completion of the work. 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 second floor Joists. All exterior wall cavities and roofs provide 2" spray necessary and required to complete all work described in and implied by by the National Lumber Manf. Asso. applied "Icyene" open cell Insulation as per manufacturers recommendations At 2 Hot and Cold water systerr shall be tested and proven tight under a these specifications and Working Drawings. cathedral spaces provide ventilation baffle fabricated from 3/4" rigid insulation hydrostatic pressure of at least a 10 foot column of water for a period of 24 2 All lumber materials Used in the building shall be good, sound, dry material board (foil faced each side. hours. 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 materials and fabricated items with sufficient lead time as to ensure the proper the strength may be Impaired and of sizes indicated on the drawings. 2 Vapor Barrier: All interior spaces shall be sealed on the inside face of 3 Sanitary work shall be tested and proven tight under a test pressure of at sequencing of the work. framing members with a kraft paper vapor barrier as manufacturered with Il least a 10 foot column of water for a period of 24 hours. 3 All work and workmanship including nailing, blocking, bridging, etc shall insulation. 3 The standards indicated shall apply to the work except when applicable conform to State / Local Code Requirements. 4 Provide roughing and connections to all equipment or devices supplied by governing codes or regulations are more restricted, in which case such codes Sealants: other trades. and regulations shall govern the work. 4 Provide Ledger, Blocking, Nailers and Rough Framing Hardware as required. I One part silicone sealant, in color as selected by owner, at all exterior 5 Furnish and Install exterior sill cocks (bibs) with recessed seat (anti-freeze), 4 In general, manf. recommendations and installation instructions shall be 5 Unless other wise noted, all lumber for roof and floor joists and other frames in contact with cement, plaster, concrete, wood, etc. and at joints Josam Series 1400-NF, or approved equal. followed for all materials used in this project. structural members shall be Douglas Fir Larch No. 2 or better with min. and locations noted on drawings. 1`13-1 500p51 and E-1 .7 p51 and shall bear visible grade stamp. G Coordinate all work and all ocations with owner. 5 Checking and Scaling Drawings: The contractor shall verify all dimensions 2 Filler: Filler material shall be closed cell, compressible, resilient, free from 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. tar, asphalt, oil, or other forelgn substances. Filler shall be approved 7 All soil, waste and vent piping above ground shall be schedule 40 PVC or the setting of the "work". The contractor shall not "set" work by"scaling" the expanded polyethylene form in rod shape. approved equal. drawings. He will follow dimensions rather than scale. All dimensions shown 7 Provide double J015t5 and headers around all roof openings and parallel to be "verified" or "confirmed" shall be verified in the field. walls unless otherwise noted on plans and details. 3 Caulking primer shall be non staining primer as recommended by the caulking 8 Insulation: All hot and cold piping shall be Insulated with glass fiber compound mal insulation in molded sections 112" thick with factory applied 4 ounce canvas 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 jacket. regulations of the governing town and state:. The contractor shall not do any opening does not exceed 3'-0". Flashing: work which Is in violation of these codes. 9 All hot and cold piping shal be PEX. Provide shutoff valve for all branches 9 Apply common sense when sizing I All building flashing indicated and required shall be aluminum coil flashing. 112" or larger or at all fixtures, including icemaker. 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 2 For other flashing and waterproofing materials see details. 10 Hot Water Heater: Re-use existing hot water heater. 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 1 2" inside, G" edges pattern. 3 The contractor shall provide pan flashing and counterflashing at all I I Plumbing Fixtures and Fittings: executed by the contractor. penetrations of roof and exterior walls at windows and door heads and at 10 Material used for wall and roof sheathing (where required) shall be APA door 51115 and at all other areas indicated and required by good construction. a) Provide and install fixtures and fittings as selected by owner for locations 8 The contractor shall be responsible for debris removal. reated sheathing 5/8". Index stamp shall be visible on all sheets. All edges shown on plans. Provide cuts to the owner and verify Items with the owner shall be supported on 2x blocking. Nail material at G"o.c. at panel edges and 4 Ela5tomeric Flashing: Provide and Install Ela5tomeric Flashing as mal by prior to ordering. 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 WR Grace and Co or approved equal @ Roof Eaves as indicated and all valley/ Construction necessary and required for carrying out the work. ends and 114" spacing at panel edges. All work shall conform to the roof intersections for a min of 3'-0" coverage each side of break. Division #1 2: Electrical: recommendations of the American Plywood Association. 10 The contractor shall provide and execute all shorings,jackings, bracings, I All work shall conform to and be in accordance with all applicable codes etc. required to accomplish the work. The contractor shall be responsible for I I Unless otherwise noted,joist hangers, framing anchors, rafter anchors, Division #7: Exterior Windows and Doors/ Interior Doors: including Fire Underwriter's Specifications. Provide Fire Underwriter's the design and execution of these Items. and cross bridging shall be minimum 18 gauge prime galvanized steel as Approval for all required stages of construction. manufactured by TECO, Simpson, or approved equal. Special nails as supplied I All windows and doors shall be Andersen 400 Series. Installed per by manufacturer shall be used for required nailil manufactures recommendations. 2 Furnish and install all light and power wiring services, equipment, conduits, Division #2: 51tework/ Excavation/Septic System/ Utility Connections: outlet boxes,junction boxes, pull boxes, floor boxes, wiring devices, dimming 12 Provide N" bridging or solid blocking 8'-0" minimum o.c. bottom ends of 2 Contractor shall confirm and check all PO 51Ze5, Frame Sizes, etc. prior to devlce5, and cover plates for a complete working system. Site Work: bridging shall not be nailed until after 5ubfloor5 and partitions above are ordering. constructed. 3 Lamp all fixtures at completion of Job. I Landscaping: The contractor shall do those things indicated on the plans 3 Interior and Exterior Wood Trim/Casing Trim/ Extension Jambs/Sills/etc. 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 shall be supplied and installed by the contractor as required. Profiles/ Details 4 Furnish and install all required wiring and electrical connections to all HVAC from damage those items which might be harmed by his work. All plantings concrete slabs shall be pressure treated. to match existing submit samples for Architect approved. Equipment, Appliances, and all other Electrical Devices supplied by the other close to the construction will be protected from damage. Provide and spread trades. grass seed in disturbed areas and areas indicated on the Site Plan. 14 Ali pressure treated wood shall be "ACQ"or approved equal. 4 The contractor shall supply and install all Interior Doors as per plans. The contractor shall supply and install all hardware as selected. Hinges shall be 5 Provide and install empty conduit lines and Junctions as directed in field by 2 Site Preparation: The contractor shall organize the storing of materials/ 15 All Joists, beams, trusses, or rafters, which are flush framed, shall be included. All interior doors shall be as Manf by Simpson, architect shall owner/architect. Leave a drag wire in all such areas. tools/etc and the placement of debris containers in an orderly and neat connected with approved type galvanized metal Joists or beam hangers. approve prior to ordering. Provide cut 4- spec for approval. manner as approved by the Owner. The "work areas" shall be kept clean and G Electrical Fixtures/Devices/Etc. Provide and Install all recessed electrical 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 5 The contractor shall provide rough openings/casing trim/stone saddles/ fixtures, devlce5, etc. All decorative fixtures and sconces to be provided by posts are specified on Structural Plans. 5/4"Jambs, etc as required. All doors shall be painted. owner. 3 Staking and Layout: Before stal ing the: new work, the contractor shall stakeout the new work and investigate the foundation conditions. He shall 17 Infiltration Barrier (Membrane): Provide and Install Henry BiUeskin SA at all Division #8: Interior Finishes: 7 Coordinate work and locations with owner/architect. verify final locations and conditions with the Owner and the Architect before exterior walls and as per manufacturers specifications. proceeding. I All Gypsum Drywall work shall conform strictly to the standards of the 8 All wiring shall be run concealed, except In basement area. 18 All bolts shall be made from steel which 50tl5fle5 the requirements of Gypsum Drywall Construction Handbook by US Gypsum Company. 2 PERMIT SET 10 FEBRUARY 2025 Excavation and Grading: A5TM-A307-8GA "Standard Specificaton for Carbon Steel Bolts and Studs, 9 All work under this section shall include cutting necessary to install the 1 PROGRESSSET 20 JANUARY 2025 GO,000p51 tensile strength". Bolts shall be inserted in holes with a diameter 2 All Drywall products shall be as manf. by US Gypsum Co. electrical work and to make same come together with the work required under 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 other operations involved in the construction. All cutting shall be done in a assumed conditions. spacing of bolts shall be as shown in the details. 3 Gypsum Board: "Imperial Gypsum 5heetrocV with tapered edges, 5/8" neat workmank like manner. RELEASES thick(both walls and ceilings). Finished surface to be skim coated. Follow 2 Excavate for foundations as required by plans, details, and Job conditions. 19 All lag screws shall be made from steel which 5atl5fle5 the requirements of U.S.G. Specifications and recommendations. Plaster shall be painted. 10 Cleaning: All equipment installed shall be wiped clean of all dust and All footings shall rest on undisturbed soil, a minimum of 4'-0" below grade. ASTM A307-8GA. Lag screws shall be Inserted I, lead holes as follows: I . debris. All temporary stickers), labels, and markings, shall be removed before SEAL: Provide all labor and materials as per details. The lead hole for the shank shall have the same diameter and depth of 4 Gypsum Board at bath and lavatories shall be the moisture resistant type, final acceptance. penetration as the shank., 2. The lead hole for the threaded portion shall with impregnated face paper. Treat cut surfaces of moisture resistant board 3 Provide New Underground Footing and 5a5ement Drains as indicated on have a diameter equal to 112 the shank diameter and a depth equal to the as recommended by the manf. Or use 5/5"Wonder Board. I I . Contractor 15 to verify existing service and report to owner/architect '�"(���D aR%. Drawings and/or required by code. Provide Site Drainage/Dry Wells/ Etc. as length of the threaded portion. prior to performing any 4�all wDrk. Verify existing electrical service 15 adequate ` P�C.VCZCSi,�� indicated. Division #(5: (continued) for new electrical installation. 4f Q4 20 See Typical Wall Details and Specifications and other Details for other F 4 Provide for all temporary Utilities, Water, Electrical, Telephone, Cable TV, requirements and materials. 5 Screws: Self drillling, corrosion resistant, phillips head I" for base layer; I Well Line, etc. as required. 5/8" for second layer where shown on drawings, electrically driven. max ♦ �` ' , �1 Structural Steel: spacing 24"o.c. 5 Grading: Backfill and grade around foundations and slab work as required by Job conditions and as Indicated on Plans. Foundation backfill shall be- I All steel shall satisfy the requirements of the following: G Metal trim/corner beads/Jay beads/etc. similar to 200 series, mal by qj� 032421 �C placed, compacted, and puddled in layers 12 inches deep. A) 5tructual shapes, tees, and plates, ASTM A992 B) Pipe ASTM US Gypsum. Install at all interior corners and as recommended by manf. OF N A501-84 G Strip topsoil from areas to be excavated, stock pile close by, and reinstall C) Square and Rectangular Tubing ASTM A500-84 7 All drywall walls and ceilings identified as painted shall have a level 4 finish. on top of all disturbed, filled and backfilled areas at the end of construction. Joint taping and nailhold spackling materials as manf. by US Gypsum. Provide 2 All members shall have their surfaces prepared as follows: on all Joints, all internal angels and casing bead trim. 7 Furnish and spread approved fill as required by backfilling. A) Remove all visible oil and grease using solvent cleaners before hand or power tool cleaning. 8 Sound retardant (non frying) caulking shall be clear silicone as manf. by 8 Septic System: N/A B) Remove all loose milli scale and rust using hand or power tool wire General Electric. brushing. 9 Well/Water: N/A C) Remove all dirt and dust by brushing or vacuum cleaning. 9 Installation: D) Apply shop paint or rust preventative coatings as specified. a) Installation shall not be started until windows are glazed and doors are 10 Utility Connections: The contractor shall provide all labor and materials installed unless openings are temporarily closed. Inside temp to be above 50 required to provide the necessary Utility`.services. The contractor shall 3 All steel members, except as noted, shall receive one shop coat of paint to clegreesF. Ventilated. contact all necessary people and companies, coordinate services and work, a minimum dry film thickness of 1 .5 mils. The paint to be used shall satisfy the and obtain all necessary permits and approvals. All work shall be done as per requirements of the Steel Structures Painting Council. b) Gypsum board shall be fastened in horizontal position securely to studs code and regulations. Provide load calulations as required and prepare with screws 5peufied. Place boards with min amount of Joints. Where free detailed expansion, if required, report. 4 All fabrication and erection of structural steel shall satisfy the "Spec for ends occur between studs, etc. back blocking shall be installed. design, fabrication and erection of structural steel for buildings" and the "Code Division #3: Masonry of standard practice for steel buildings and bridges" by the American Institute c) Drywall construction with defects of such characters that will mar the of Steel Construction. appearance of finished work, or which is otherwise defective, will be rejected Concrete and Foundations: and shall be removed and replaces at no expense to the owner. Division #5: Roofing: 1 See Structural Plans, Notes, and other Details, for Concrete Slabs, Slab Pitching, and other foundations and structural conditions. PROJECT: I Roofing: Shall match the existing roofing material. Install per manufacturers Division #10: Painting and Finishing: 1 2 Concrete: No concrete shall be poured subject to freezing conditions or recommendations. Submit actual sample of roofing for Owners approval. Yahalom Residence on frozen ground footings shall All footi shall be formed to meet sizes indicated on General drawings and details and should rest on undisturbed soil/a minimum of 3'-0 2 Ridge Vents: Install Ridge Vents by Cor-A-Vent or approved equal/ low below grade. Twenty-eight days comprehensive strength for concrete shall be profile/cover vent#V-400/c5 or approved equal. Also provide as indicated I All colors shall be as selected by the owner. Samples for all colors, paints, as follows: Footings 3000p51, Slab on Grade 4000p51, Walls 3000p51. New gable end vents. and finishes shall be prepared by the contractor for the owners approval. All Slab areas on grade shall be 4" thick stone concrete with WWF GxG W 1 .4 X trim to have a gloss finish. All walls and ceilings to have a flat finish. 1 .4 over G" 314" gravel bed. Provide G mil Polyethylene Vapor Barrier under Roof Flashing/Gutters/ Leaders: slab. Slab shall be finished in accordance with ACI Standards 3 18,304,and 2 All painting and finishing shall be performed and all surfaces prepared for 310. 1 Roof flashing, including all hips and valleys, shall be aluminum 0011 flashing. painting and finishing in strict accordance with manf. recommendations and All work shall be inaccordance with the roofing manufacturers specifications. All new surfaces and altered existing surfaces shall be properly All reinforcing bars shall be billet steel conforming to ASTM AG 15, grade GO. recommendatiol prepared to receive the finish. Ties and stirrups must be grade 40. All welded wire mesh (WWF) shall conform to ASTM A 185. All vertical surfaces of concrete shall be formed for 3 Roof gutter drains shall match exslting. 3 The following Is a list of approved manf.: I Pratt and Lambert, 2 Pittsburgh walls. Paints, 3 Sherwin Williams, 4 Benjamin Moore, 5 Cabot's Stain, G Cl Orient NY Reinforcing steel shall be placed to provide; the following minimum concrete 4 All paint, pigments, oils, etc. shall be of"first line quality", requiring no cover: Slab on Grade 1 112", Walls 2", Footings 3". The contractor shall addition of thinners or other vehicles, and shall be delivered to the site in verify all drawings for coordination between trades and provide and or install mal sealed and labeled containers. All products shall be oil based unless anchors, inserts, sleeves, hangers, etc. required for various trades. otherwise noted. DRAWING NAME: 3 Provide damproofing at foundation walls and slabs/as per details and per 5 Hardware, hardware accessories, machined surfaces, plates, lighting CONSTRUCTION code. fixtures and similar items in contact with painted surfaces and not to be painted, shall be removed, masked or protected prior to surface preparation DOCUMENTS and painting operations. Exterior Finishing: COVER SHEET I All exterior wood, doors and windows (which will be installed primed) will SPECIFICATIONS receive two coats of exterior grade paint (color as selected by owner). 2 In general, all exterior wood shall be finished a5 described above. Supply DRAWING NUMBER: T:ACC' SE samples for owner approval. DRAWN BY: A Interior Flnl5hing: CHECKED BY: AC-V I Walls and Ceilings: All gypsum wallboard surfaces shall be painted: one SCALE: 1/4"=1'-0" SHEET: prime coat/two finish coats. CURRENT 002 ISSUE DATE: 11-10-2006 I I NAILING SCHEDULE Joint Description Nail Sizes Nail Spacing ROOF FRAMING 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 12 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 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 ROOF SHEATHING APA RATED PLYWOOD TO Structural Panels 8d 4"o.c. perimeter zone EXTEND TO TOP OF TOP PLATE other 6"o.c. edges of panel , 12"o.c. interior 3/4" APA RATED PLYWD. of panel SUBFLOOR GLUED & NAILED PROVIDE BLOCKING IMPSON MSTA24 METAL STRAP @ ALL SUBFLOOR EDGES @ 32" O.C. W/ (9) 10d NAILS 1ST 2 BAYS OF FRAMING EACH END TYP. CEILING SHEATHING Gypsum Wallboard 5d 7"edge/10"field FLOOR JOIST � WALL SHEATHING - — Structural Panels 8d (see table 3.9) DOUBLE TOP PLATE — LYWOOD SHEATHING TO COVER Fiberboard Panels LAP BOX BEAM TOP AND BOTTOM HEADER 2 X 8 @ 16" O.C. _ 7/16" 6d 3"edge 16"field STUDS 25/32" 8d 3"edge/6"field SIMPSON MSTA36 METAL STRAP @ EACH JACK POST W/ (13) 10d NAILS Gypsum Wallboard 5d 7"edge/10"field EACH END TYP. Hardboard 8d (see table 3.9) Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing SIMPSON H6Z 2 1" WIDE — 16 GA. 2 PERMIT SET 10 FEBRUARY 2025 HURRICAINE CLIP @ 32" O.C. 1 PROGRESS SET 20 JANUARY 2025 1"x 6"or 1"x 8" 2-8d per support NO. ISSUANCE DATE 1"x 10"or wider 3-8d per support W/ (8) 8d NAILS TOP & BOTTOM REPEAT @ ALL JACK POSTS RELEASES FLOOR SHEATHING ` APA Structural Panels 1"or less 8d 6"edge/12"field S'HEATHINATED PLYWD. FOUNDATION SEAL: greater than 1" 10d 6"edge/6"field QIEO ARCh'i Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support 1"x 10"or wider 3-8d per support NAIL SHEATHING TO SILL PLATE 8d NAILS @ 4" O.C. * 144 1 Nailing requirements are based on wall 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 J2 X 6 SILL PLATE be doubled , or alternate connectors, such as shear plates, shall be used to maintain the load path. ACQ TREATED. ,q 03242� yCQ 2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to OF New be reduced to 1 - 16d nail per foot. SEE FOUNDATION DWG. SECTION DIAGRAM FOR DESIGN 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 a a LYWOOD SHEATHING 2 X 6 STUD WALL STA 15-20 GAUGE STRAP TO STUD METAL STRAP 948" O.C. 0 0 W/ (4) 8d NAILS + 12" FROM EACH CORNER WINDOWSWRAP AROUN- GLAZED OPENING h h (4) 8d NAILSD DINTO SILLSILL PLATPLATE. PROJECT: 2 X 6 TREATED FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING SILL PLATE NAIL SHEATHING TO SILL 0 THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 < 10 10 0 0 < 30 0 PLATE USING 8d NAILS @ 4" O.C. Yahalom Residence OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES ° ° ° (2) #5 REBAR CONTINUOUS LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING a ° a SILL SEAL.ERMITE SHIELD AND TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING GABLE ROOFS HIP ROOFS 5/8" DIA. x12" A.B. @48"i V TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 0 10 0 PROVIDE 8d COMMON NAILS @ 4" O.C. O.C. — TYP. +12" FROM GRADE 6" MIN. BELOW AT HIGH PRESSURE ZONE. EACH CORNER. W/ FENDER WASHER. TOP OF CONC. @ 6 O.C. AT ALL OTHER PORTIONS OF THE ° PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: ROOF TYP. ° �' �i�i� \�' . X ! i A-CLEAR SHIELD HURRICANE+ SECURITY PANELS-631 -287 5060 ° a OR WATERPROOF ALL Orient, NY B-QUICK GUARD STORM PANELS. 631 -287 5330 4" CONC. SLAB URFACES BELOW z OR W/6X6 #10/#10 WWM GRADE (TYP.) C-PLYWOOD PANELS AS PER CODE O o DRAWING NAME: M PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF h 1/2" EXPANSION SEAL CONSTRUCTION ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR 10< 0 < 45 0 PORTIONS OF PANELS 1N HIGH PRESSURE ZONES. 2" X 4" KEYWAY DOCUMENTS a a ° COVER SHEET NOTE : a = 4 FT. IN ALL CASES GABLE ROOFS (2 2CONTIN000S o.° WIND DIAGRAMS 10 0 0 < 45 0 X16 PC. FTG. SET ON DRAWING NUMBER: UNDISTURBED SOIL DRAWN BY: ACC' SET: SET 36" BELOW GRADE NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES CHECKED BY: ACV FOUNDATION SECTION DIAGRAM SCALE: 1�4"=1'-0° SHEET: CURRENT 0 * 3 ISSUE DATE: 11-10-2006 I 4 .. I dorri ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 kWELL O o �L SEPTIC & LP PROPERTY INFORMATION '� 965 EDWARDS LANE, ORIENT, NEW YORK 11057 34 36 38 4 • 0% SCTM NO. 1000-18-03-20 \ 1 \\ LOT AREA = 100,845 S.F. OR 2.315 AC. ` 1 \ 4 32 02 `� OF LAWN 11 li 398.48' ZONING DESIGNATION: R-80 CMF UTILITY I LOT COVERAGE CALCULATIONS CMF o i 1 LOCATION OF ELECT. �� POLE \ I STRUCTURES ALLOWABLE SF SF METER"H"FRAME �� 0 \ — \ ► 1 \ = BUILDING COVERAGE 4,270 T BUILDING ENVELOPE \ 1 1 \ �\ DECKS 2,414 DRIVEWAY 3,609 \ I \ \ . , 1 �i?�''iix♦,'n•'\` r r 2 EXTERIOR STAIRWAY 183 \ SUMAC GROVE 1 1 %re M� ''fit` t,a 'L�``•s i l'``""";``�'1%„"�4, ''a�.� 0 POOL 720 N/OIF \ �I \\ \ IRRIGti• \ `<;hw ty'`��;'�. v : '' m PROPOSED ADDITION 487 DEBORAH \; \ �} 1 `%''M TOTAL COVERAGE 20,169 20°/O 11,683 FLYNN ; . Q 1 C ' W )AND \ m \\OU DOOR ® � c ; O \ Z D'Di° \ \SHOWER W W "�`i'.:� r \ ( v GFA ALLOWABLE: "`��*'�' ` 7100sf + 1521 2 5% lot area In excess of OOOsf) COLLEEN \ m I \ I w,• I_ SMITH ; \\ .. =ma's ::;•' 0, 4 - \ fig, 10 8 5 40,0 60,845 PROPOSED y�t+:• ?, ' :N'r:•'•`; 1 Z I mry� I I 2 5%*60,845 1521 tv •ra fi rw \ • } i Llv': 1 < J ' 1l3 150' + I \ POOL ADDITION 4'+"_''"�`4:""'`'�' 1 m \ 8621sf ALLO A LE o S \ \ , �.�:�..n ,�iw�. I \ 50.0 •• \ it.•l:�!:�"••a-`,1:ia:ae:,'yi''1�:%i 1 0 \ 11 1 r. \ 8"Dia. \ ;K :Str•.'"'Ltf r ~1::72i 7'"'.V. ' , " row. ` t \ .r`�';,�-•;••.�^.;,.-a''•ti•• _; 133-6 m � 4270sf EXIST. HOUSE i�Y'< 4r:�• '�• I 487sf PROPOSED WELL .\ • \ PORCH ;��.w�� �;,y,`'r;;l I \ TILITY & �� •• t ;r"f'{r: I \ 4757 Sf TOTAL SEPTIC ; ;r: ....::.a:.,A � \ Cal 0 CLEAR 2 00, 8 ; HOUSE �❑ I 0 go BUILDING HEIGHT CALCULATIONS \ I 40 2 I \ I MAXIMUM BUILDING HEIGHT= 35'-0" �❑❑ I 0 > BUILDING HEIGHT= 19'4" I < I — — -� cL MAI�LE 5� POND 60.0' r D T I 75.0' �� `\\\ I TEST N 2 PERMIT SET 10 FEBRUARY 2025 HOLE O 1 CLIENT REVIEW 26 JANUARY 2025 N0. ISSUANCE DATE � I(3) \`\ \ 4/ RELEASES 1 1 0 1 LAWN 1 :• % `�` \\` / � i i 1 / LAWN 133'-4" . \ i I I \ I • 1 / ` ` \v I SEAL: % 1 I � •• d `� IV I °,°° I i W moo_ 0 `c,'r` �C.VOIp m I r— p OVID DA I BUILDING ENVELLOOV\E _I— I p-38 ;u (A i ` \\ i 1 = > FISHER SCREENING I SCREENING \ cn l� D Al 28 CMF I \ 1► ^\\ CMF �3242� V1 ^moo ,\\ `� .� _ _ I I`�.pF NEW \ \ __ UTILITY I \ 36 POLE 30 32 34 389.38' SEP�`G v + G`EPR + WELL � N/O/F BARBARA BLOOM AREA OF SEPTIC HOUSE REA OF SEPTI PROJECT: Yahalom Residence 1 . SITE PLAN 2 Orient, NY DRAWING NAME: GARAGE ADDITION SITE PLAN DRAWING NUMBER: // DRAWN BY: SET: CHECKED BY: SCALE: 1/4"=1'-0" SHEET: PROJECT No 100 I ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 REMOVE EXIST. CONCRETE APRON PROPOSED DROP WALL FOR CONSTRUCTION GARAGE DOOR ALIGN Fr 4"X4"STEEL COL. #5 REBAR 18" LONG EMBED @ 12"O.C.TYP. DRILLED INTO EXISTING CONIC WALL& EPDXY SET AS REQ'D 6" MIN. EMBED 10" P.C.FOUNDATION WALL CUT EXIST. L———————————————————————J W/245 REBARS AT TOP OF CONCRETE WALL& 12"X20" P.C. WALL AS REQ'D FOOTING W/245 REBARS 114A I /' NOTE:PROVIDE TEMPORARY y SHORING/SUPPORT FOR DEMOLITION $j GARAGE —- 4" P.C. SLAB ON GRADE W/6x6 W1.4xW1.4 WWM TO BE DEMOLISHED , (FINISH TO MATCH EXIST.) --------- SALVAGE DOOR DROP WALL FOR I I #5 REBAR 18" LONG EMBED FOR RE-USE I GARAGE DOOR I @ 12" O.C. TYP. DRILLED INTO EXISTING __....... CONC WALL& EPDXY 2 PERMIT SET 10 FEUARY 2025 1 CLIENT REVIEW 26 JANANUARY 2025 SET AS REQ'D 6" MIN. EMBED /, NO. ISSUANCE DATE 4"X4"STEEL COL. ------ I RELEASES SEAL: Lj ALIGN G. Voto w O I ........... Ff �3242 E_J o i ...... ...........__ ... .._. ... .r......... .......,. ...._............:.........._.. .. .. .............. .......... . DEMOLITION PLAN FOUNDATION PLAN 1 . SCALE:1/4"=l'-0" 2. SCALE: 1/4"=1'-0" PROJECT: ol 1'-6" 2" 3" 4" 10, 4" 3" 2" Yahalom Residence a"S 5 2"X18"STEEL ^n BASE PLATE N O O O 4"SIMPSON ACRYLIC `" TIE- 10" MIN. EMBED v rn r, N Orient, NY 1/4" 4"X4"Xq" HSS DRAWING NAME: COLUMN GARAGE ADDITION STEEL COL. BASEPLAE DETAIL DEMOLITION PLAN 3 . SCALE:X=1'4' FOUNDATION PLAN DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: SCALE: 1/4"=11_0" SHEET: PROJECT No 200 I � ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 PROPOSED CONSTRUCTION NOTE:SPACE IS UNHEATED \ \ PROPOSED POURED CONCRETE APRON ALIGN \ \ \ I I PROPOSED 11'WIDE 9' HIGH I 4"X4"X4" GARAGE DOORS TO MATCH EXIST. i i STEEL COL. i NEW SCUPPER \ \ TO MATCH EXISITNG 2"X8"STUDS @ 16"O.C. I I I \ \ I \ W/$'APA RATED PLYWOOD I Fire on aration I I I I \ required as per NYS Code IULI � � � � of 1 L-— — — — — — -� � L------------ —r1-7/$°-Trr-36�s�-Rl�s — — — — — m7�'firl�o�€��———— @16"O.C. m @16"O.C.(EXSITING) 7 TIE NEW EPDM ROOFING INTO I \ w EXISTING ROOF I \ t14A AS REQ'D \ \ I \ GARAGE o RIDGE I \ 4" P.C. SLAB ON GRADE 0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � \\ W/6x6 W1.4xW1.4 WWM 0 FINISH TO MATCH EXIST. p COLD SEAM 2 PERMIT SET 10 FEBRUARY2025 —- \ ( ) IN CONCRETE @ i I 1 CLIENT REVIEW 26 JANUARY 2025 X' EXIST.SLAB I NO. ISSUANCE DATE RELEASES i I SEAL: i i i I w - - - - - - - - - - - � J P�� I �Eo ARcy W I I a*.oP`�G Cocos IRELOCATED EXIST. I � ' I tt� • -' GARAGE DOOR rn Cniv X 5"X6"STUDS @ 16"O.C. W/$ APA RATED PLYWOOD o� ' 1 TIE NEW EPDM ROOFING INTO EXISTING S�„y, 43242� (�Q N — — — J 4"X4„X-" X P OPOS STANDING SEAM ROOF AS REQ'D r�` a I OF NSW — — ��., STEEL COL. � � 2 1 4'X 9 z' VL HEAD R NEW SCUPPER / z --- TO MATCH EXISITNG / LL a --� - - / I / ................ i PROJECT: FIRST FLOOR PLAN ROOF PLAN Yahalom Residence 1 . SCALE: 1/4"=1'-0" 2. SCALE: 1/4"=1'-0" Orient, NY DRAWING NAME: GARAGE ADDITION FIRST FLOOR PLAN ROOF PLAN DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: SCALE: 1/4"=1'-0" SHEET: PROJECT No 2 • 1 �dul I I " '- " k ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 SCUPPER & SCUPPER& DOWNSPOUT DOWNSPOUT EIFS \ ALUMINUM AND GLASS _ GARAGE DOOR 2 PERMIT SET 10 FEBRUARY 2025 1 CLIENT REVIEW 26 JANUARY 2025 1 . SCALE: ELEVATION NO. ISSUANCE DATE RELEASES SEAL: EKED ARC votOS f- C) OF N� yC' 1� L L L I L Un EIFS PROJECT: Ll Yahalom Residence r-�0❑ Orient, NY EIFS ALUMINUM AND GLASS — — � GAGE DOOR DRAWING NAME: GARAGE ADDITION ELEVATIONS 2. NORTH E L E VAT I O N DRAWING NUMBER:DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-0" SHEET: PROJECT No 3 * 1 . , d Aom%� ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 T.O. ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B.M. 18'-11" TYPICAL FLAT ROOF CONSTRUCTION: TYPICAL SLOPED ROOF CONSTRUCTION: METAL CLAD SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION STANDING SEAM METAL ROOF CHIMNEY BEYOND GLUELAM PER 3/4" PLYWOOD SHEATHING SYNTHETIC ROOFING UNDERLAYMENT S-DWGS TJI ROOF RAFTERS w/R-38 INSULATION OVER 3/4" PLYWOOD SHEATHING PARALLAM COLUMN 5/8" GWB INTERIOR FINISH 2x10 RAFTERS w/R-38 INSULATION 3 1v T.O. ROOF ,� - - 5/8"GWB ON INTERIOR PF � a4 PER S-DWGS BEYOND B.M. 14'-71/2" �I1 - - - - - - — �.. 2 BOX GUTTER TO 1 •:.•:•.•.• .•.•:•::.•::... ...... :.'�.�.� 11 7/8"TJI's @ 16" O.C. X10RgFT� MATCH ROOFING R �' NICHE W/SHELVING LVL PER S-DWGS Ak CEILING . .. '' — — — — — — B.M. 11'-0" METAL FASCIA ROLL DOWN \ \ INSECT SCREEN \ \ .... \ \ EIFS \ \ TRIPLE CORNER STUD .' •'i': PER S-DWGS BEYOND \ \ CONCRETE APRON GARAGE EIFS DOWNSPOUT / / FIRST FLOOR ELEV.+37'-6" 3 2 / / / / IMPACT RESISTANT B.M.0'-0" A4.1 A4.1 / / WINDOWS & DOORS (TYP.) GARAGE FLOOR r�r' \ \ \ \ \ \ \ \ \ NS \ TYPICAL WALL CONSTRUCTION: \ ' / ACRYLIC EIFS DRAINAGE EPS INSULATION BOARD /\// 30LB BUILDING FELT /\\/• � -\/\\/� /\\ :i \/ \�\\� 3/4 PLYWOOD SHEATHING /i //�// ,.•. \ /� �/ 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION "` 5/8"GWB ON INTERIOR SECTION # 1 SCALE:1/4"=1'-0" 2 PERMIT SET 10 FEBRUARY 2025 1 CLIENT REVIEW 26 JANUARY 2025 NO. ISSUANCE DATE RELEASES SEAL: '(EaED ARC V4" PLYWOOD SHEATHING r ' -ION s�q�, �32421 �©F NEW 11 7/8"TJI's @ 16" O.C. i FINISHED SPACE OPEN TO GARAGE BEYOND TYPICAL WALL CONSTRUCTION: ACRYLIC EIFS DRAINAGE EPS INSULATION BOARD 30LB BUILDING FELT 3/4" PLYWOOD SHEATHING 2X8 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION — — — — — - � — — — — 5/8" GWB ON INTERIOR — — — — PROJECT: / / / / / / / / / `' ' �' `� X Yahalom Residence 4.1 OPEN TO BEYOND "•i.\\\\\\\\ Orient, NY DRAWING NAME: GARAGE ADDITION 2 SECTION BUILDIGN SECTIONS SCALE:1/4"=1'-0" DRAWING NUMBER: DRAWN BY: SET:: CHECKED BY: / -1 SCALE: 11/2"=1'-0" SHEET: PROJECT No 3 ,02 OrTl ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 CONTINUOUS PARAPET VENTING METAL COPING: FINISH CORROSION RESISTANT SCREEN TO MATCH STANDING (1/4" MAX OPENINGS) SEAM ROOF CONTINUOUS LEAD COATED COPPER FLASHING Z CANT STRIP I UNDERLAY TO PROVIDE TAPERED INSULATION ISOLATION OF METAL FLASHING TO FRAMING 00 WHITE EPDM ROOF 2X6 FRAMING 3/4" PLY WD SHEATHING T.O. ROOF JOISTS — U) —ELEV. +13'-0 1/2" W Mt: 30 LB BUILDING FELT a k� PROVI E VE T THR UGH SILL PLATE @ 24"O.C. I �I �I R38 KRAFT FACED i FIBERGLASS INSULATION ! R19 KRAFT FACED ¢ , FIBERGLASS INSULATION 5/8"GWB- DROPPED CEILING I �i r a� CEILING ELEV. +11'-0" TYP. SCUPPER DETAIL 2 PERMIT SET 10 FEBRUARY 2025 SCALE:1 1/2"=1'-O" 1 CLIENT REVIEW 26 JANUARY 2025 NO. ISSUANCE DATE RELEASES SEAL: D AqC INTERIOR EXTERIOR ��5 PSG VO�0 PTD. GWB INTERIOR FINISH P.T. SILL PLATE L J 1/2" EXPANSION JOINT k TOP OF CONCRETE GARAGE DOOR WALL BEYOND PER SCHEDULE 6X6 W2.0 X W2.0 WWM PL I' EIFS 9j. 032421 �Q 1"CLEAR FROM TOP 4"MIN RC SLAB ON _ _ _ _ FIRST FLOOR ELEV. +37'-6" FIRST FLOOR ELEV. +37'-6" — — — — POLYEHTYLENE VAPOR ao•: '''° °' STARTER TRACK B.M. 0-0 10'�r BARRIER OVER 4"THK P'n� < 6X6 W2.0 X W2.0 WWM PL GRAVEL AGGREGATE t ' c O GRADE TERMITE SHIELD OVER FOAM SEAL 1"CLEAR FROM TOP CONCRETE SLO E _ TtQ• ° I T.O. GARAGE SLAB T.O. GARAGE SLAB DRIVEWAY APRON °a. YB.M. -0'-6" -0- — — x— :— — — — — '- - 4" MIN RC SLAB ON • °- . • ° , a o a ' 4 o : o•Q d. I I• o BITUMEN-MODIFIED •a. POLYEHTYLENE VAPOR • ° �'• • '•• • d.o .• Q a �• a URETHANE: WATERPROOFING BARRIER OVER 4"THKRMA � y • d i • a• • GRAVEL AGGREGATE • d • CANT 2X4 KEYWAY _ •• •a • •TOP OF FOOTING AT MINIMUM o _ 3' BELOW GRADE —III III ,'•°a .,�. •• Qa . :RI III III— _I III II � • • � � III I III III ° x!�:r III _I — I I I I III I I I- !_ (2)-#4 TOP oa� GRAVEL LAP 2'-0" •• • I I I —III III III •. •. - . . • s ;. — I I III III PROJECT: • 2X4 KEYWAY I III III I FRENCH DRAIN -III III III •• a •, A• III I I . —1 I M I I III - p _ _ NEW GRADE BEAM I III I �• •• I I III Yahalom Residence I III III I ! :• ,. . . '..o.• •. • • (3)#4 BOTTOM _ " • • . •� • • •p • Q _ (2)#4 REBAR 1 1/2 FROM LAP 1 -10 • —III III III • : p•: `• ..: = BOTTOM. • •• ,• • I I I I I 1=1II _ _III IIII1=1 I �, �— � � II —I I M I M II III 1II 1II 1II III II1—=l I1 III III III— I III I ' •' I II I III III III III III III III Orient, NY TYP. FOUNDATION DETAIL AT GARAGE TYP. FOUNDATION DETAIL AT GARAGE 2 SCALE:1 1/2"=V-0" 3 SCALE.1 1/2"=V-0" DRAWING NAME: GARAGE ADDITION WALL SECTIONS DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: SCALE: 1 1/2"=1'-0" SHEET: PROJECT No 401 i Irl ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 - - - - - - - - - - - - - - L-----------------------J I \ r114AGARAGE 2 PERMIT SET 10 FEBRUARY 2025 I1 CLIENT REVIEW 26 JANUARY 2025 NO. ISSUANCE DATE RELEASES / \ � SEAL: CkED ICONNECT TO EXIST.CIRCUIT P �` s J l yr� 032421 y�P - - - - - - - - - - - OFIVE�'l 4 0 i ................- .. ............................. ........ _. ... FrT e a _.............. ... ....... L- -J _ ,. .. ........_........ PROJECT: ELECTRICAL PLAN Yahalom Residence 1 . SCALE: 1/4"=1'-0" NOTE:MATCH EXISTING FIXTURES Orient, NY DRAWING NAME: GARAGE ADDITION ELE CTRI CAL PLAN DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: SCALE: 1/4"=1'-0" SHEET: PROJECT No E 1 . 1 1