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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#: 52197 Date: 08/19/2025 Permission is hereby granted to: James W Stahl 100 Topsail Ln Southold, NY 11971 To: Remove 18x 29 wood deck and construct additions and alteration to an existingsingle-family dwelling as applied for to include a roofed over porch and kitchen addition. Premises Located at: 100 Topsail Ln, Southold, NY 11971 SCTM#79.-7-13 Pursuant to application dated 07/16/2025 and approved by the Building Inspector. To expire on 08/19/2027. Contractors: Required Inspections: Fees: DEMOLITION $208.00 Single Family Dwelling- Addition&Alteration $945.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,253.00 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT �s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 httpL//www�(,)tit:iioldtownn . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only La C E E PERMIT NO. -5D I I Building Inspector., —"' J U L 1 6 2025 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building D per>trnent Owner's Authorization form(Page 2)shall be completed. Town of Southold Date: o�S OWNER(S)OF PROPERTY: Name: eA,S-0- Sf(c h ( sum#l000- 71 -7 - Project Address: 10 S4r f S-DUA011) Ply Phone#: &3/ -6g-/Me-4 Email6-0s ah to i oe. A e, ' Mailing Address: Sa M P CONTACT PERSON: men Shah / Co Nt7el Name: ��a Mailing Address: I o o 1 q a tw1 Lv� , S76,z ",,JJ loll A /MV ` Phone#: 01 Email:�`;,L H �r �,1 I►'1C.,✓1t DESIGN PROFESSIONAL INFORMATION: Name jarenei �Gt Mailing Address:C9(ao beep �5l7. M&HI ttcL /U /l fS�A Phone#: 1031 1 Email: CONTRACTOR INFORMATION: Name: /� w ..�5 lamb 69h2e/i Mailing Addressi:91 a( 1,A ifA4o-f1 cW- AP-1, l tq, �' Phone#: (03/ 3 S� 3. Email:w xe 1st an Cd Af7--aC;'1%�1 DESCRIPTION OF PROPOSED CONSTRUCTION El New Srti sire p f Project: lAddlti Altera " n ❑Re air Demolition Estimated Cost o ❑Other � �/ 1�r1. n LCM !� &00 Will the lot be re-graded? ❑Yes%No Will excess fill be removed from premises? ❑Yes Q0o 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 this property? Dyes El No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name) ;�o�m eS wA h ❑Authorized Agent ❑Owner Signature of Applicant: , Date: 7 1 1(f Z f CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,?Pa 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 'kc, + lday of Ztl t4 Notary Public 111PROP1ERI OWNER u-rHO ill .III"ION Where the applicant_( Is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Lot o3 y, „leeward q i'vi is I �I eg es ZOO / b `4 w 00, Ln r) a cSO ti ± go OIVC �x v p� 22 m y "-•P l ro z CLF vo gr cLF O m a ry lopy 0 laOuse d fop. �g y ruN o �� Jo y u . r n .r T tl I. 03 ti a a O rr I q i PPO 00. kd Zi J CC 2 4. \ 'spy �� N 'Ile ®a ( Ou �a E � N EA � ®c CD t A� \ � I x 7ac) Hmmg, C- c� npw u Ln T -nT -nT U1 -n n sateaory Detalls The Information within this set of construction documents is related to basic design 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber.Alifasteners,hangers and anchors to Occupancy Classification R-3 Residential 1), alvinized or stainless steel, intent and framing details.They are intended as a construction aid,not a substitute for generally accepted good building practice and 22).Girders for deck joists to be bolted to each post with washers and nuts Girders on comrete piers shall be anchored with Building Use Residential Dwelling compliance with current New York proper steel connectors anchored Building Height (See Plans) State bolding codas.The General Contractor is responsible for providing standard into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. construction details and procedures to ensure a professionally finished,structurally 3).Posts supporting girders shall be anchored o a 12"xl2'xl2"thick concrete footing.Use a minimum 1/2'dine x 8"long anchor Total Sq.FL of Construction I Code 20201RC,2016 NYS Uniform Supplement sound and a weatherproof completed product. Framing Elements L As per floor plans,cross section and general note 2).The General Contractor is responsible for ensuring that all work and construction meets current federal,state,county and local bolt rthetgirrdders washers and nuts.Footings Shall be 3 fL below grade.Porches with covered coos shah have 12"dia.concrete piers Design Criteria Live Loads PSF J codes,ordinances and regulations,etc.These codas are to be considered as part of the specifications for this building and 4)peck joists to have blocking at 8'0 o.c. Design Load Calculations ( ) Eict.Balconies 60 should be adhered o even N m variance with the plan. 5).A minimum of 10 inch flashing shall be installed between the building and ledger.Ledgrr to be fastened to building with 1!2" pecks 40 3).Dimensions shall take precedent over scaled drawings.(DO NOT SCALE DRAWINGS) die.bolts wfth washers and nuts where needed. Attics w!o Storage 10 4).T he designer has not been engaged for consruction supervision and assumes no Attics w/Storage 20 responsibility for construction coordinating with these plans,nor responsibility for construction means,methods,techniques,sequences, 7).All joists¢torbe supported with hangers antl anchors.Each Joist shall also tx3 anchored Roof(Ground Snow Load) Per NYS 301.6 or procedures,or for safety precautions and programs lit connection with the work.There are no warranties fora to girder(s). Rooms(Other Than Sleeping) 4D specific use expressed or implied in the use of these plans. 8).Covered Roofs shall be assembled and anchored the same manner as a typical buildirg. Rooms(Sleeping) 30 5).Refer to the Window and Door schedule for exterior openings. Stairs 40 6).The General Contractor is to ensure that masonry or pretabracted fireplaces an or exceeds manufacture's specifications and Guardrails(Any Direction) 200 applicable codes. Exposure Category (Designed for Cat.C) 7).The General Contractor is to consult with the owner for all built-in items Load Path(Root-Foundation) See Construction and Wind Path Connection such as bookcases,sh¢Mng,pantry,closets,trims,etc. p�jMgING NOTES: Detail Page&General Note Page 8),Wind load requirements shall be taken into account during construction Nailing Schedule See General Note Page 1),All water supply,drainage and venting to be installed as per N.Y.S.Residential Construction Code. Egress See Floor Plans and Window Schedule FOUNDATION NOTES: 2).Verify septic system with the Engineer for Suffolk County Health Department approva4 q g Fire Protection 3),If wall studs,plates orjolsts are cut out during Installation for any plumbing related won,provide adequate bracing and (Smoke e CO2 Detectors) Smoke Alarms to comply with NFPA 72 and NYS R314 IRC. 1).The General Contractor and Mason to review plans,elevations,details and notes to plates to protect and secure the structure.Verity with the state code and manufacture's re: for maximum hole size Carbon Monoxide Alarms to comply with R315 IRC. determine intended heights of finished floors)above typical grade. and spacing permitted. Truss Design NIA-Standard Stick Frame Constucton 2).All footings to rest on undisturbed(virgin)sell. Energy Calculations 2018 IECC 3).Provide 1/2,expansion joint material between concroto slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. YAC SYSTEM NOTES: 4),Any new concrete walls being attached o existing concrete structure shall be installed with#5 re-bar,18"long at 12"o.c..Use H. appro safety requirements ved epoxy for insta8ation. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire 2).HVACasubconinical noras torfully coordinate all system data is responsible for adhearing to end requairemenible dsewith the equipment supplies gtiMATtG&GEOCRAPutr.nFs1GN CRITERIA: mesh reinforcing.Interior slabs 3).HVAC subcontractor to provide final system layout drawing and submit it o the General Contractor and owner for final to be minimum li,Im inch thick.All till to be compacted o 95%relative density with 6'maximum lifts(layers). review and approval Ground Snow Load Wind Speed(MPH) Seismic Design Weathering Frost Line Termite Decay Winter Design Ice Shield Flood to Crawl spaces 11 i provided with a minimum 1B"x24'access op¢ntng.Install one 8xl6 cast iron foundation vent for every 150 sq.ft. Depth Temp. Undedayment Hazards of area. 20 PSF 130 Category B Severe 3 ft. Moderate Slight 11 None None 7).DampDroof exterior of foundation with bituminous coating as required by current N.Y.S.Residential Construction Code.A 6-mil EL EC NOTES: polyethylene film shall be applied over the below grade portion of exterior walls prior to back filling, to Heavy to Moderate 8).Drainage as required by current N.Y.S Residential Construction Code. ),All electrical to be installed as per N.Y.S.Residential Construction Code, 2).All electrical work shelf be approved by a qualified Underwriter. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: FRAMING NOTES: 3).All electrical work to comply with 2018 NEC. ,bathing q etc ion Nall Spacing at Panel Edaes _ Nall Sp sing at Intermediate Sloeorts in the Panel Field b.4t€5 1).All framing techniques and methods as prescriptive design of current SEC High Wind Edition Woad Framing Construction and R315 onstall faIRC oke detectors and Carbon Monoxide detectors throughout as per section R514 4'perimeter Edge Zone 8d Common lo 6"O.C. 8d Common @ 6"O.C. See Notes:1.3 Manual. See Notes:1 Both Fields) 2).Unless otherwise noted,all framing and structural wood material o be#2+STIR.Douglas Fir. ROOF FRAMING Interior Zone 8d Common @ 6"O.C. Sd Common @ 12"O.C. ( Note:2 for Panel Field 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.o.unless noted otherwise. i Nail Soaclna Notes Sea Notes:1.3 3).Floors otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Dag.Fir.8earing wall headers o have(2)jack studs Gable Ear ll Rake 8d Common @ 4"O,C. 8d Common 4"O C. and(2)full length studs on each side of all openings.IL In headers to have(3)jack studs and(2}full length studs on each side of �o'int Descriotiort Nall Qtv. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall Rafter to Top Plate p Wa II:4-86d common Each Rafter Toe-nail and Rake Truss openngs between 5'11 and 85.Provide fire and blocking where applicable. Toe-nail 5).Alt Nosh beamsfheatlers to be instated writ Heavy duty galvinized hangers and anchors where applicable to all connecting joists. Ceiling Joist o Top Plate 0 Wall:4-Bd common Each Joist 6).Double up floor joists undo"walls that run parallel to the Poor joist and under hathfubs.Floors o have ceramic file installed shall Ceiling Joist o Parallel Rafter As per Table 3.7 WFCM•SBC Each Joist Face Nail NOTES: b¢verified for proper Toad capacity unless noted Ceiling Joist Laps Over Partdion As per Table 3.7 WFCM-SBC Each Lap Face Nail on plans. Asper Table Each End End Nail THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 7).Provide 2-1-3/4"thick microlams(height o match floor joists)around stairwell and/or other access openings unless otherwise Blocking to Rafter r 2--Bd common 4 WFCM•SBC Each End Face Nail noted(typical). End Nail 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 pot perimeter 8),Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted Rim Board to Rafter 2-t6d common Each End edge zone attachments required shall be used. 9).Provide blocking/bridging in floor joists at S'0 o.c..Use solid blocking infloor joists under all bearing walls. 10).Provide insulation baffles at save vents between rafters.Install draft blocking as needed. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0 49,For framing 11).Unless otherwise noted,all roofs and walls to have a minimum 1f2"thick,4-ply Fir CDX exterior she grade plywood. e�yAt tR - Nall Soaclan j tes members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Plywood to cover over plates and headers joint D_r,�6rietlan Nw-�• Per Foot Face Nail 12)Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive aril screwed Top Plate to Top Plao 2-16d common to floor joists Finished floor to be installed over subfloor as per manufacture's instructions. See Note:1 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter!toss framing members with G>0.49.For framing members cod 13).All bathroom wafts to have 1 2 thick mosture resistant sheetrock Garage wafts and ceilings and over fumace to have 5!8" Top Plates at intersections 4-16d common Joints Each Side Face Nail 0.42<G<0.49,the nail spacing shall b¢reduced to 3 inches o. Stud to Top or Bottom Plate 2-16d common 24"D.C. Toe Nail ihtek type•x sheetrock.All other parts I building to have regular 1/2'ah¢etrock.Ali wails to be taped and finished. 16d common 16"O.C.Along Edges Face Nail 14).All roof with a pKch less than 412 shall be installer)with an Ice&Water barrier or approved eoual Fiat roofs shall be applied Header o Header Per 2x4 Stud End Nail with a Fiberglas base sheet with an EPpM torch down type material over.16).All silt plates and wood in contact with concrete to be Top or Bottom Plate o Stud 2.16d common Per 2x6 Stud End Nail WALL SHEATHING REQUIREMENTS FOR WIND LOADS: pressure treated.Sti plates to be mstaliad with a foam sill gasket and cdp-r-fez termite shfeid or rip 3-16d cor"men Face Nail Bottom Plate o Floor Joist 2-16d common Per Foot Notes Band Joist See Note:1.2 Sheathing Location Noll Seaeing at Panel Edaes Nail Spacing et intermediate Supports In the Panel Field WIND FRAMING NOTES: 4'Edge Zone ad Common @ 6"O C. Sd Common @ G'O.C. See Notes: (Both Fields) End Joist or Blocking Note:2(Panel Field) 1).RIDGE-TO-RAFTER ASSEMBLY:1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 8d Common 12'O.C. See Note:3 Interior Zone 8tl Common @ 6"O.C. @ 3.4.When a collar tie is used in leu of a ridge strap,the number of 10d common nails required FLOOR FRAMING: in each end of the collar tie need not exceed the tabulated number of lid nails in the strap. 2).RAFTER-TO-WALL ASSEMBLY.Lateral framing and shear wall connections for rafter,ceiling or truss to tap plate shall be Joint flescri tion Nail Qtv. Nail Spacing u in accordance totable 3.3.When a rafter or truss do not fall in line with studs below,rafters or trusses shall be attached to the wail top plate and the wall top plate shall be attached o the o the wall stud with uplift connections.Roofs overhanging the rake Bridging to I Join Plate or Girder 2:8d common Each End Toe Nail THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. side of the building shag be connected with uplift connections In accordance with table 3.3c. 3).WALL -WALL ASSEMBLY:Wall studs above and studs below a floor level shall be attached with uplift connections in Blocking to Joist 2-8d common Each Block End Toe Nail accordance with table 3.3b.When wait studs above do not fell in line with studs below,the studs shall be attached to a common Bedgef S,oP B amp Plate 3.16d common Each Piece Face Nall 1).For coat she within 4 tact of the corners,the 4 foot edge zone attachment requirements shall be used. to member in the floor assembly with uplift connectors in accordance with table 3.3. �N 4.WALL ASSEMBLY TO FOUNDATION:First wall studs shall be connected to the foundation. on strict slab-on-grade, Hand doJ Seto JoixkBeam 3.8d common Each Toe 1jJail ,r- OA2 aG<lathe nail spacted 12 inch ings es shalPbeng assumes rotlu led to 6S richest ogotiached to stud framing members with G>0.49.For framing members with uplift connectors.Steel straps shall have a minimum embedment of 7 inches in concrete foundation I g Tee Npll %�i}} �y[7Gy inches in masonry block foundations,or lapped under the plate and nailed in so with table 3.36.When steel straps are Band Joist to Sill or Top Plate 2-16d common Per Fool gee N to .. h,,,,,,,` y 3).For exterior panel siding,gaivinized box nails shall be permitted to be substituted for wmmon nails. lapped under the bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor boll spacing is to be spaced >�>�: )1 v i r jt 0 and sized in accordance o table 3.2a.In addition to spacing,anchor bolts are to be spaced between 6-12 inches from the end ROOF SHFATHING' !- e`� fi� �ir, NOTE;CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY of a sill plate and all comers. ;r EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS:Type I exterior shear walls with a minimum of 7116 inch wood structural Joint Description i1 Qiv. - it dna N>tes panel on the exorior attached with ad common nails at 6"o.c,at the panel edges and 12"o.c.in the field,and 1/2 inch gypsum Structural Panel 8d As per Table 3.8 WFCM-SBC r., r,.a� y t, 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL,CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND wallboard on the Interior attached with 5d cooler nails at 7"*.C,at panel edges and 10'o.c.in the field shall be lit accordance (� k +R "' IL ADD ADDITIONAL FILL AS NEEDED, ., with the length requirements specified in table 3.15a-b. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 1. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:Type it exterior shearwalls shall meet the requirements of table 3.15a-b THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE MOTES L zx<,,rny 1 T• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, times the appropriate 1),Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.it we th q length adjustment factors m table 3.16. t�ctura '�`j' �� 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR IS COMPLETE. 7).INTERIOR SHEARWALL CONNECTIONS:Allowable sidewall lengths provided in table 3.14 Shah be permitted to be members shall be doubted our alternate econnbectorss such as shear plates,shall bee se<o mail r d.��tn`' increased when �S51,C)�. interior shearwalls are used.Sheathing and connections shall be in accordance with 2.4 4.2 and 2.2.4 respectively. 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS:Header arl girder connections shall be attached with uplift 2).When wall sheathing is continuous over connected members,the tabulatetl number�i nails shall be 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. connections in accordance with table 3.5.Window sNl plates shall behave steel connectors in accordance with table 3.5. permitted to be reduced tot-16d nail per foot. 3).INSTALL 1.Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9)CATHEDRAL CEILING ASSEMBLY:Where a ridge is to be used as a structural beam,the rafters shall either be notched and anchored on building.Connedbss o the ridge and wall shall beers be atttacll hed Withattached to above requir each ements, along the open ceiling part of the of theGENERAL NOTES '� PROJECT Project LEGEND Arch I Studio BAYVIE4N ADDITION Number JAWS DEERKDSKI,PE 260 DEER DRIVE Address:100 TOPSAIL LANE SOUTHOLD NY MATTITJCK,NY 11952 jamesdeerkoski@yzhoo.com Client: Owner Index Bate Revision DescriptionPLAN CONTENT Project Nurrlier I AO I General[totes I SIGNED BY General Notes JAMES DEERKOSKI,PE DECK AND COVERED PORCH NOTES: PLAN CONTENTS: CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to Category _ Details ✓ intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and be galvinized or stainless steel. Occupancy Classification R-3 Residential compliance with current New York 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with State building codes. The General Contractor is responsible for providing standard proper steel connectors anchored Building Use Residential Dwelling construction details and procedures to ensure a professionally finished, structurally into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Building Height (See Plans) sound and a weatherproof completed product, 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor Total Sq. Ft. of Construction (See Plans) 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers Design Criteria Code: 2015 IRC, 2016 NYS Uniform Supplement codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and for the girders. Framing Elements As per floor plans, cross section and general notes should be adhered to even if in variance with the plan. 4). Deck joists to have blocking at 8'0 o.c. Design Load Calculations (Live Loads PSF) 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" Ext. Balconies 60 4). The designer has not been engaged for construction supervision and assumes no dia. bolts with washers and nuts where needed. Decks 40 responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, 6). Concrete piers shall be a minimum 6" above grade. Attics w/o Storage 10 or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored Attics w/ Storage 20 specific use expressed or implied in the use of these plans. to girder(s). Roof(Ground Snow Load) Per NYS 301.6 5). Refer to the Window and Door schedule for exterior openings. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. Rooms (Other Than Sleeping) 40 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and Rooms (Sleeping) 30 applicable codes. Stairs 40 7). The General Contractor is to consult with the owner for all built-in items Guardrails (Any Direction) 200 such as bookcases, shelving, pantry, closets, trims, etc. Exposure Category (Designed for Cat. C) 8). Wind load requirements shall be taken into account during construction PLUMBING NOTES: Load Path (Roof- Foundation) See Construction and Wind Path Connection 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. Detail Page & General Note Page FOUNDATION NOTES: Nailing Schedule See General Note Page 2). Verify septic system with the Engineer for Suffolk County Health Department approval. Egress See Floor Plans and Window Schedule 1). The General Contractor and Mason to review plans, elevations, details and notes to 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and Fire Protection determine intended heights of finished floor(s) above typical grade. plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size (Smoke & CO2 Detectors) Smoke Alarms to comply with NFPA 72 and NYS R314 IRC. 2). All footings to rest on undisturbed (virgin) soil. and spacing permitted. Carbon Monoxide Alarms to comply with R315 IRC. 3). Provide 1/2" expansion joint material between concrete slabs and abutting Truss Design N/A - Standard Stick Frame Construction concrete or masonry walls occuring in exterior or unheated interior areas. Energy Calculations 2015 IECC 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" o.c.. Use HVAC SYSTEM NOTES: approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. mesh reinforcing. Interior slabs 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. review and approval. Ground Snow Load Wind Speed (MPH) Seismic Design Weathering Frost Line Termite Decay Winter Design Ice Shield Flood of area. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6-mil Depth Temp. Underlayment Hazards polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. ELECTRICAL NOTES: 20 PSF 115 Category B Severe 3 ft. Moderate Slight 11 None None 8). Drainage as required by current N.Y.S. Residential Construction Code. to Heavy to Moderate ). All electrical to be installed as per N.Y.S. Residential Construction Code. FRAMING NOTES: 2). All electrical work shall be approved by a qualified Underwriter. 3). All electrical work to comply with 2014 NEC. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 1). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 Manual. and R315 of IRC. Sheathing Location Nail Spacing at Panel Edges _ Nail Spacing at Intermediate Supports in the Panel Field Notes 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 4' Perimeter Edge Zone 8d Common @ 6" O.C. 8d Common @ 6" O.C. See Notes: 1.3 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. ROOF FRAMING: Interior Zone 8d Common @ 6" O.C. 8d Common @ 12" O.C. See Notes: 1 (Both Fields) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2)jack studs Note: 2 for Panel Field and (2) full length studs on each side of all openings. LVL headers to have (3)jack studs and (2) full length studs on each side of Joint Description _ Nail Qty. Nail Spacing Notes Gable Endwall Rake 8d Common @ 4" O.C. 8d Common @ 4" O.C. See Notes: 1.3 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall Rafter to Top Plate 8' Wall: 3 - 8d common Each Rafter Toe-nail and Rake Truss openings between 611 and 8'9. Provide fire and blocking where applicable. 10' Wall: 4 - 8d common 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. Ceiling Joist to Top Plate 8' Wall: 3 - 8d common Each Joist Toe-nail 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall 10' Wall: 4 - 8d common be verified for proper load capacity unless noted Ceiling Joist to Parallel Rafter As per Table 3.7 WFCM - SBC Each Joist Face Nail on plans. Ceiling Joist Laps Over Partition As per Table 3.7 WFCM - SBC Each Lap Face Nail NOTES: 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or other access openings unless otherwise Collar Tie to Rafter As per Table 3.4 WFCM - SBC Each End Face Nail noted (typical). Blocking to Rafter 2 - 8d common Each End End Nail THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted Rim Board to Rafter 2 - 16d common Each End End Nail 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter - 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. edge zone attachments required shall be used. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. WALL FRAMING: Plywood to cover over plates and headers. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.�49. For framing 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed Joint Description _ Nail t _ Nail Spacing_ Notes members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. Top Plate to Top Plate 2 - 16d common Per Foot Face Nail See Note: 1 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For framing members with thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. Top Plates at Intersections 4 - 16d common Joints Each Side Face Nail 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat'roofs shall be applied Stud to Top or Bottom Plate 2 - 16d common 24" O.C. Toe Nail with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be Header to Header 16d common 16" O.C. Along Edges Face Nail pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or ap Top or Bottom Plate to Stud 2 - 16d common Per 2x4 Stud End Nail 3 - 16d common Per 2x6 Stud End Nail WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Bottom Plate to Floor Joist 2 - 16d common Per Foot Face Nail WIND FRAMING NOTES: Band Joist See Note: 1.2 Sheathing Location Nail Spacing at Panel Edges _ Nail Spacing at Intermediate Supports in the Panel Field Notes End Joist or Blocking 4' Edge Zone 8d Common 6" O.C. 8d Common 6" O.C. See Notes: 1.3 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table g @ @ (Both Fields) 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required Note: 2 (Panel Field) in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. FLOOR FRAMING: Interior Zone 8d Common @ 6" O.C. 8d Common @ 12" O.C. See Note: 3 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the Joint Description _ Nail Qty. Nail Spacing Notes NOTES: wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake Joist to Sill, Top Plate or Girder 4 - 8d common Per Joist Toe Nail side of the building shall be connected with uplift connections in accordance with table 3.3c. Bridging to Joist 2 - 8d common Each End Toe Nail THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in Blocking to Joist 2 - 8d common Each End Toe Nail accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common Blocking to Sill or Top Plate 3 - 16d common Each Block Face Nail 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. member in the floor assembly with uplift connectors in accordance with table 3.3. Ledger Strip to Beam 3 - 16d common Each Piece Face Nail 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with Joist on Ledger to Beam 3 - 8d common Per Joist Toe Nail 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 Band Joist to Joist 3 - 8d common Each Joist Toe Nail 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are Band Joist to Sill or Top Plate 2 - 16d common Per Foot Toe Nail lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced See Note: 1 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. ROOF SHEATHING: 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum Joint Description _ Nail Qty. _ Nail Spacing Notes EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance Structural Panel 8d As per Table 3.8 WFCM - SBC with the length requirements specified 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND in table 3.15a-b. ADD ADDITIONAL FILL AS NEEDED. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b NOTES: times the appropriate THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 AND ASTM D 1557). COMPACT THE length adjustment factors in table 3.16. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural increased when members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, INCLUDING SUBFLOOR IS COMPLETE. interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. permitted to be reduced tot - 16d nail per foot. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the 3). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. building. Connections to the ridge and wall shall be be attached with the above requirements. LEGEND GENERAL NOTES PROJECT �- �P� ��°.. k��°�� Project Arch IStudio BMV1 -I�A*N = �� W Number JAMES DEERKOSKI, PE W z z 260 DEER DRIVE ress: 7720 MAIN BAYVIEVROAD SOUTHOLD NY O72 o MATTITUCK, NY 11952 A�oFEss\o _ jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date Revision Description PLAN CONTENT Project Number I AO I General Notes JAMES DEERKOSKI, PE General Notes DRAFTED BY EMM Sheet AO Index Scale Date 07/09/25 GENERAL NOTES - BUILDING EFFICIENCY (RESIDENTIAL) G nCrc-?t r;;3<*h .W 1 Softwzme RFSchrck Softwore Version : :cch ck-W ALL BUILDING ENVELOPE COMPONENTS SHALL MEET OR EXCEED THE PRESCRIPTIVE ENERGY REQUIREMENTS OF THE NEWYORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (NYSECCC) AND THE 2020 IECC, AS APPLICABLE. li1ficaten Inspection kl,�* EXTERIOR WALLS SHALL ACHIEVE A MINIMUM TOTAL R-VALUE OF R-23 (OR R-20 CAVITY + R-5 CONTINUOUS INSULATION), VERIFIED THROUGH ` Energy Code: 2021 IECC RESCHECK OR EQUIVALENT ENERGY MODELING. Rcquirot' cats: 5 ,0% were adciret'!,,ed di€ec'.tify In the tom':_ in the cal ivn is provittc'J * 1*iv se* Zn Pit F[50-ccl, rcr el-ch ATTIC/ROOF INSULATION SHALL ACHIEVE A MINIMUM R-VALUE OF R-49. VAULTED CEILINGS MUST INCORPORATE INSULATION TO THE MAXIMUM prcliert 7720 Main Bayview Pond rt-Mu1rtrr1Vrt, tote +!v�rrr cv!+015 th.At a CDde w1i btc met And how that Kw dot-uwc{ntcd, of thmt an exception ALLOWABLE DEPTH AND INCLUDE PROPER VENTILATION. iS bell ! K 't 1 cl. a`r'f!cr tcrnpa innte is itervzcd in a scriirnto ltnhlc. a r t7frtv iT x tom^, tl`!m 00e, is prcv1ded. E^eqy t e. 2021 MCC ALL FENESTRATION (WINDOWS AND GLAZED DOORS) SHALL HAVE A MAXIMUM U-FACTOR OF 0.30 AND A MAXIMUM SHGC OF 0.40 UNLESS Stet#i�a�lti, N!�t� York se�t���r �'i;trs� �ft'R�6��! � �i�R ��s �t€�tt s CcnM'~cr n Q r�. Single-family flee pre.t"7'#TCtf0TTT1;?r•' rev- et'r 'veter �►��e � � ttc��' �r?rnrr, r.tst ���r tio�rs OTHERWISE SPECIFIED BY SITE-SPECIFIC ENERGY MODELING. 10 Addition IC-3.1, :Crtr'"�t"'tict`-�n drr.;5rtcfigs.3hd rrrrl rt S Fa7�r e. t t�» '1012 AIR SEALING MEASURES SHALL BE EMPLOYED AT ALL WALL, FLOOR, AND ROOF PENETRATIONS, AS WELL AS AROUND WINDOW AND DOOR r at: ;er rtr _� rnm lianEe � ¢c .rr K� , OPENINGS, TO ENSURE A BUILDING ENVELOPE INFILTRATION RATE OF <_ 3.0 ACH50 AIR CHANGES PER HOUR AT 50 PASCALS). +C►-iate Zone: 4 (SS 72 14 DO ( ) f i v!^!7k'. � t777r 13'`ot t a.e. ;e felooe and energy corn,+KE nce ' ! e p-L,th rerres�?nt on coo st�um,:in SILL PLATES SHALL BE SEALED WITH FOAM OR CAULK AND INCLUDE A CONTINUOUS SILL GASKET BETWEEN THE FOUNDATION WALL AND BOTTOM 6 1 PLATE. is R.ene°i�able #a1!55e 101»i» 1.(:o":tr auct,7n dra M°iri�ngs anC �,:0T�`PneS . Lk zurrement w01 be met. Has CINar:,Rr tRr15 4C-3.8 Prsrpre,-t e r mom ,ref+R D%o13Dts ►se ALL JOINTS IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED WITH CAULKING, GASKETS, SPRAY FOAM, OR EQUIVALENT SEALING r s_ r C�.�a,t� `f-''�`�r'"�:t' "'+7'°�E3 t�rT1�l1�3!1r.�for y�C G��'=t`yr.=rhle Has Ealteri:,. frxls� [�t�;��� ;i p ! � an„, fwrechar!.=aa, s,•y�� .. `x METHODS. . r *��.'�„+. r! s S h r Has Heat P:1!°C',.,p� false rt�C des Oia sn!vs h rty�tia c� nc�«1c"}tt'�the Yore RECESSED LIGHTING FIXTURES INSTALLED IN INSULATED CEILINGS SHALL BE RATED IC/AT (INSULATION CONTACT /AIR-TIGHT) AND SEALED TO , :q,xi� y :c:o�r"ervai r ev i,,00ns. f�,.1l PREVENT AIR LEAKAGE. 302.1, i`eetitnh and molen 'equip,rent rs �"�&•�tir<�. I,t=?idstf�!�: �..�°''E�`"4��a, �AP.c ,er r-nt w1i be r,,'�?t. C3 104-CVO_ '! SKte: Ow 0_.1 C10-nt_ De I�"s�,•''1�G�t"�t"�C��3": 1'0 ,i s1zeed pe'-a�CCA Manual Lea d gtw!'°r L'lty!*,! E3DOP-5 t4,0, 1Pn;ja or s ca+c+gated !:�P_a ACC-! �y�q DUCTWORK IN UNCONDITIONED SPACES SHALL BE SEALED AND INSULATED TO A MINIMUM OF R-8. DUCT LEAKAGE TESTING SHALL BE PERFORMED '!' i .�%�. •1. f+tl � f Ctti?t f P1'!�?',`i'!Cc S '�e'§PJi$!1! C)�"""ift °+qh f,�hr.aray+ab!e RtJr? r .tx ,fir a„.w vPd. v the code ot?!cW. - l�`�arApu!�tatle IF REQUIRED BY CODE JURISDICTION. ' _ :, s; R: g,.•;,~',., =..a ; r ,< t CONTINUOUS RIGID INSULATION APPLIED TO THE EXTERIOR SHALL BE INSTALLED IN A STAGGERED PATTERN WITH TAPED JOINTS AND WEATHER- w Additic nal CormmentslAssumpkions: RESISTANT BARRIERS AS REQUIRED BY LOCAL CODE. Co-tir/'i,rmr"; 7A% (barn-Than Co-zle Oi you,, s R 61 9,e®rc :"Tt �! ts'". .4►� 1`r:3> r=sJi:;a:. d1.�7 9 tuo V ,^.ea}se,.,;".ak' 7r,I1Q IyAo- P '°'. %a5 h*?a.r:"17 s*".'??'i a•+"'Y'oi�"i ai'!`�!`�'it N A,t'+ -'P�!fir,C•:xa",•CY.a':&a'�"*C;„1 r.:^« r. <r.1'i Tc��':r:z_'�« A,§ c`._ ,a qua A- c .,r.o,�,: �f ,--f;nN,ert.rf.,dr hn- SLAB-ON-GRADE FLOORS AND BASEMENT WALLS SHALL INCLUDE MINIMUM R-10 CONTINUOUS INSULATION ALONG THE PERIMETER AS REQUIRED BY CLIMATE ZONE. f,E «_., ».t`a` +. � r '<:. ,.«:!' ,cw `F't" , ,`s 1"+=• kJ - `S`°?v :''�3" .:sils•`as' M ms„? .» •.z ALL NEW MECHANICAL SYSTEMS SHALL COMPLY WITH HIGH-EFFICIENCY STANDARDS OUTLINED IN THE IECC, INCLUDING PROGRAMMABLE En e - � grnbIie; THERMOSTATS AND SEALED COMBUSTION APPLIANCES. CONTRACTOR SHALL COORDINATE BLOWER DOOR TESTING WITH CODE ENFORCEMENT AGENCY TO CONFIRM ENVELOPE TIGHTNESS IS WITHIN .�, " ` ! CODE-MANDATED THRESHOLDS PRIOR TO FINAL INSPECTION. LOW-FLOW PLUMBING FIXTURES AND ENERGY STAR®-RATED APPLIANCES SHALL BE SPECIFIED WHEREVER APPLICABLE TO REDUCE OVERALL t�rl'. �,FE�„� Prime, t .$ .c. 'to 2333 037 f BUILDING ENERGY AND WATER CONSUMPTION. t--n«3. Giass*Z`=`c" V-.: o'a2ini° I12 .21 .�rleo 30 34 ROOF AND WALL ASSEMBLIES SHALL INCLUDE APPROPRIATE VAPOR RETARDERS AND VENTILATION STRATEGIES IN ACCORDANCE WITH CLIMATE- S HC-C:-0."� SPECIFIC BEST PRACTICES TO PREVENT MOISTURE INTRUSION. Serf-C, .^47 I .,,.. . SUPPLEMENTAL NOTES - ENERGY & ENVELOPE PERFORMANCE ic. ,xM ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NYSTRETCH ENERGY CODE, WHERE ADOPTED, TO IMPROVE BUILDING _��._. PERFORMANCE ABOVE BASELINE IECC STANDARDS. K'-rolc`c!'T1t!_. 7720 Valri 13;!v 'lcr Raid RVport date: 05: i;25 r."Ok' tTit'g*- 1M Mail-* 84,'Visnoi Ft)�ed &.Ito; 05.02,t2'� ante talc,14 r. Part 1 0!10 rage 3 0110 CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL INSULATION MATERIALS TO ELIMINATE GAPS, COMPRESSION, AND MISALIGNMENT WITHIN FRAMING CAVITIES, ENSURING FULL CONTACT WITH INTERIOR AIR BARRIERS. CONTRACTOR SHALL VERIFY THAT THERMAL BARRIERS ARE CONTINUOUS AND ALIGNED WITH THE AIR BARRIER SYSTEM. BREAKS IN CONTINUITY SHALL BE REPAIRED AND SEALED PRIOR TO INSULATION INSPECTION. RIM JOISTS AND BAND BOARDS SHALL BE INSULATED AND AIR SEALED WITH SPRAY FOAM OR EQUIVALENT METHODS TO MAINTAIN A CONTINUOUS THERMAL ENVELOPE. over SLAB EDGES AT GRADE SHALL BE THERMALLY ISOLATED USING RIGID INSULATION MEETING MINIMUM R-VALUE PER CODE, EXTENDING DOWNWARD OR HORIZONTALLY AS REQUIRED. MECHANICAL VENTILATION SHALL BE INSTALLED PER ASHRAE 62.2 TO MAINTAIN INDOOR AIR QUALITY IN TIGHT BUILDING ENVELOPES. HEAT RECOVERY VENTILATORS (HRVS) OR ENERGY RECOVERY VENTILATORS (ERVS) ARE RECOMMENDED. WINDOWS SHALL BE INSTALLED WITH SHIMS, BACKER ROD, AND LOW-EXPANSION FOAM, AND SHALL BE FULLY INTEGRATED WITH THE WEATHER- RESISTIVE BARRIER USING SELF-ADHERED FLASHING TAPES. Above-Gradc Wall 30.50 Stlow-Grvde Wall 0.00 ALL PENETRATIONS IN TOP PLATES, BOTTOM PLATES, AND SUBFLOORING (INCLUDING FOR ELECTRICAL, HVAC, AND PLUMBING) SHALL BE SEALED WITH FIRE-RATED OR FOAM SEALANT TO MAINTAIN ENVELOPE INTEGRITY. 'Floor 0.130 ROOF ASSEMBLIES MUST ALLOW FOR A MINIMUM 1" CONTINUOUS AIRSPACE ABOVE INSULATION IN VENTILATED ASSEMBLIES, OR BE DESIGNED AS �1Fwi ' 4. UNVENTED ASSEMBLIES PER SECTION R806.5 OF THE IRC. Ductwork (iurncondltionvd spaces). CONTRACTOR SHALL ENSURE PROPER THERMAL BRIDGING MITIGATION STRATEGIES, INCLUDING USE OF INSULATED HEADERS, ADVANCED FRAMING TECHNIQUES (24" O.C. SPACING WHERE APPLICABLE), AND REDUCED FRAMING FACTOR. Window 0.27 0.27 ALL EXTERIOR PENETRATIONS (HOSES, VENTS, ELECTRICAL BOXES) MUST BE SEALED WITH UV-RESISTANT EXTERIOR-GRADE SEALANT AND ]Door 0.27 0.27 BACKED WITH FLASHING OR GASKETS TO MAINTAIN AIRTIGHTNESS AND WEATHER RESISTANCE. . A ,:##i �q$ . �xa •�,,t: , y : q" � I PRE-DRYWALL INSPECTION BY CODE OFFICIAL OR HERS RATER SHALL VERIFY CONTINUOUS AIR BARRIER AND INSULATION INSTALLATION PRIOR TO DRYWALLING. Heating System: CONTRACTOR SHALL SUBMIT MANUFACTURER CUT SHEETS FOR ALL ENVELOPE-RELATED MATERIALS (INSULATION, WRB, SEALANTS, RIGID FOAM, Cooling 5t�r1 HVAC EQUIPMENT) FOR ARCHITECT AND CODE OFFICIAL REVIEW PRIOR TO INSTALLATION. Wat+t r" Heater: ALL ENERGY EFFICIENCY STRATEGIES SHALL BE COORDINATED WITH THE MECHANICAL DESIGN TO AVOID CONDENSATION RISKS AND ENSURE DURABILITY. r4arnt: O'tt; BLOWER DOOR TEST AND DUCT LEAKAGE TEST RESULTS SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION (AHJ) AND KEPT ON FILE AS PART OF THE FINAL CERTIFICATE OF OCCUPANCY (CO) DOCUMENTATION. LEGEND GENERAL NOTES PROJECT NE Arch Studio �-- �P(L EE,w�°�,� Project JAMES DEERKOSKI, PE BAA' L�7.J1 ITN 7. Cf- Number 260 DEER DRIVE W Y MATTITUCK, NY 11952 ddress: 7720 MAIN IEW ROAD SOUTHOLD NY m���o " ?5C3 jamesdeerkoski@yahoo.com Client: Owner A�os J P SIGNED BY Index Date Revision Description PLAN CONTENT Project Number I AO.1 I General Notes 2 JAMES DEERKOSKI, PE General Notes 2 DRAFTED BY EMM Sheet A0.1 Index Scale Date 07/09/25 E- - - - - - - - - - - - - - - --rrRRAGC- - - - - - - - - - - - - --i 1 4" REINFORCED CONCRETE SLAG 59'- 10" ON 4" GRAVEL FILL 1 37' -7" I 22'-3" L L LU 1- 1" 9'- 111/2" 2'- 1" 2'- 1" 10'-3" 1 13'-6" 14'- 101/2" I 1 RAILING I. _... ...... ........- _..._. ........... LII - ........ . .......... L.... �1 _. ..................... . .F _............... .................... GONG ETE STEps DOWN R - _... ....... ............ ..... ........ ........, ....... ........... .. ..,..... ... .. .......... ............ ... .. ...... ............................... .. ................ ................ ..... i ... ... .... .,... ... Q F1 �oRGN :_ i U[� Ll.... .. ............. v o _ _ ............... ' I . _. . _ .... _ 2 �9 - _ .. _.... _. . _.._..._ .._.... 2 X12's ..... . X x ..... - ............ -- El ... ......... _ .. .. ............�. . .... - -- - - - -- - - ......:...:,..:._ ........... ._:. __ A A 16 „ .......... _.. ..... _ _ EF 2 X a R FTERS T " OG v v 6' SLIDER 1 I CV o DW SINK II 0 I I ......................... rn i9 I 1 i9 ... II I1 AT 16°OGLAR TIES RAILING `�" Dining Room 0 Kitchen II 0 Breakfast II Family Room Q N ,ZY) II , I STEE' DOWN = : . --__-- 0 0 N N 164 SF g 123 SF II g 136 SF N 11 I 282 SF '� -- - __ . -- .- - N NII -- -_ - -- -� -_ 13 -01/2' V 11 -31/2 1 13'-01/2 i FRIDGE OVEN r 1 2 X 8 RAFTERS AT 16" OG 3D FIRST FLOOR Ft - - - ' 4'-6" 0'- 10 1/2"2" 9'- 10" Beth i ii —i ii 4'- 10 1/2" 2'-0" 1'- 1'0'-�' -5 1/2" 10' - 1 1/2" FOR ILLUSTRATION ONLY cw '-2Xh6I4J015T5 i ii i u 2 X 6 RAFTERS cm i @ 16 OG - 1 ______ Mudroom Laundry I - 6 5 E E p III=== F 75 SF - - _ Living Room WASHER/DRYER 11 11 N �_ U) 219 SF X II Foyer N Iln - �__ - - N II 8 N - 137 SF �- -- -- �, co _ . - - - - - - - - - - - - - - — = - - - ... _..� .._:...._:_...._....... FI — _— : —UPi " OG� I ' 2 X 8 RAFTERS AT 16 , /. \ I I I 3/4 HOUR RATED DRYWALL .................................................... .......................... .. .. - - - j�.... N ON CEILING AND HOUSE WALLS _ -" - .. - IL...:.............-.............�1.. :. _ ... ...........x... .. x .. . �......... j .................................... _........_........................................... _ \... N 11 .. . 140 _. ....................... N.. 0 'I1:. � � � ... II ...................... ... N.. ...... :�./ I 2 X 6 COLLAR TIES 00 � -lF- ..... _ .... .. ... III ...... � . :........ . ........... ... .._.. . . . ...... ..._............. ........... . ....................................il.... ........... .. .... xi1 � < o ' ...... . . N... _ .... ...... ................ _ _ . -, it _ 1 Garage Q ....................... 11..... .... . - -.. .: ....` I 7 • 506 SF , ................... .... ......... ..... _.__.... .......... ... DN __... 21 -3 _ .. ...... ... ----_-- - _ ..........-- (2) 2X10's - 3' -2" I• 18'- 1" -- - -(2) 2X10's -- . I. -- - _----- - -- -- - N --- ---- _ --- - .. ..... ......_.-. .- ............... 2 X S RAFTERS AT 16" OG rn --..._.... ...---._...__: -. M 1�1IN � a 111�f11111h(�111�1111�11 I. t'RE ENG WOOD ROOF TRUSSES @ 2A" OG ti 0 20' -5 1/2" 23'-6" 2'-9" 5'-5 1/2" 109 -11 n 3D FIRST FLOOR 2 J 29'-9" 8'- 10" 13'-7" FOR ILLUSTRATION ONLY 52'-2" 1 First Floor Existing LEGEND Arch Studio GENERAL NOTES PROJECT OF NEwy • � � a � Project B�k-Y D BfO N j a °PsA, �-- �P� " kka°�* Number JAMES DEERKOSKI, PE 26o DEER DRIVE Add ress: 7720 MAIN OAD SOUTHOLD NY r "' MATTITUCK, NY 11952 _ " . jamesdeerkoski@yahoo.com Client: Owner o SIGNED BY index Date Revision Description PLAN CONTENT Projec umber Al First Floor Plan - Existing Conditions 11/4" = 14" JAMES DEERKOSKI, PE First Floor Plan - Existing Conditions DRAFTED BY EMM Sheet Al Index Scale 1/4" = 11-011 Date 07/09/25 i T�>2RAG� — — — —— —— — — — - R R R R II II II II —1 ' ll1lI�lffnIffnfm—I'ifllil irn i�irfifi�iITH1 II Irrri�lelI�fIR�TIi� I 4" REINFORGEt7 GONGRETE SLAPS "� ttiitiiirtitnrtnmt►ittittt►i; ;ttrttttttlrlt�tttirtrlitartnit� nliwttt►Iiinitiiri— nil,Itrtttttk I ON 4" GRAVEL FILL I-� 37 7" 1 22' 3" ; —— — — — — �I I � � L — II 7' - 1" 9'- 111/2" 2'- 1" 2' - 1" 10' -3" I 13' -6" 14'- 101/2" u _ I; - — - - _ .... _ ..._ .... . _r... .......... ...._ I _ _.. _-.. — — — — — — — — — — — —— — — — — — — — — — — — — — — — — .... . it r k t I I GONGRETE STEPS DOWN : — _.. 1 �l l SNP COMPONENTS I k ... ...... .. . I 1 0 � _ I�1 .. .. _ I . by VASHE17 LINE ).. ..... .. .. ........................................ ........................................... . .. ..................... .......................... I ``' I _...... � - ------ - - v o . ... . .. I _ - - , ; i If I , `t - TO 6E E oVE 2 2X12 s i i� f ............ I- :. . I , 77 i l_ I __.... ._.. ...-_ _...... ._...... ....., _. ... if / ,!I - -- .._: ,,�:.. - - 1 -_. ... ........ ................ 1 1—:. .. :........................... — -- - ............ .......... /11 , -- w .............. ... . ............. .................... .................. _ _ It: _ _ — N J I .... .. .... / \ .... _— ___— _ 2 X S RAFTERS AT 16" oG III III _ - � � -- - - — T 3 I{f �I V C3 6' SLIl7ER ;. . .... .. N O t7W SINK O _ 42(>,I $ 111It,M;i3#......i $I I l�—Ill l�', Fz H", i#It{T -�"��E I I RAILING AT 16" OG sq `„ __ _ -- __-_ ' ,:;1` 1'=-_-.___ _ = oo l ..—... N I In In IIITill -. __................. `" , In STEP DOWN �; ,— l .. - --.. I I I , LA 1 M EXISTING, _ I __.. -• I , x x =_= - 1LN -__.... - I N N N N .. .. ._ .. I - x - .., x - � DN ,le I 13 0 1/2" 11 3 1/2' 13 0 1/2' j I ...._ 3 FRIDGE OVEN 2 X S RAFTERS Al-16" oG I t 3D FIRST FLOOR Demo 1 _ � 2 -" 4' -6" 0'- 10112'2" 9'- 10" (: 4'- 101/2" 2'-0" 1'-1'0'-4P'-51/2" 10'- 11/2" i; N 2 X 4 GLG JOISTS 2 X rc RAFTERS Zo E- I _. II @ 11451, OG O i tE - '.L._............ ..... P u a .; WASHE d YE j:.... _ R/ R R # I � v N In 1 ',' u t<1 i - I , � � � - � I i � �� !*•gad I t - ZA n____r ; I I — — — — — — — — — — — — — — — � � li i j {e __._..._._ — —— — — — — — — — I I i11, jsFF_1111tE(I llllll i I II it I II)3t_ ie:l I, .... ...—...—..—...—..—.—.. � � �. IE9a[�tl�t l�'1 "' ���[[:tttCt[�##� %�.IIlc (2;) 2X12 FLUSH UP i - j; : I II Il 2 X AFTERS A 6" o � 'u i 8 T1 G _ _ ; , E G� I :i i - --- II - - - - -- �X STI Gt it I D I I. ... - . .... ... . ...... ....... N . . ..... .. . ..............................._.. ... N. 2 X 6 COLLAR TIES ( ... .11 ...... ... .. I AT 32" OG , u _.. . ........... .. I ; ; I i II ......0 GN ►► v o _. . I i xx f , t : k _......... ..... .. . . _... ................_. .................. .._ ........ } : . I _...E I 1I .. } 1 1 -3 ------ - -- - — IDN ( 2 I ; RAILING I _ ..._. .._. — 3 -2 I 18 - 1 --- ---- -_ --- - 2 2X10 s 2 2X10 s (. -- I I I I : TM .. r............__. ._..._..._... -- __— ..... ..... ................. ...... li ` ......_......._.... — _... ..--- .... .. - — ......................... ti R _ I 2 X 8 RAFTERS AT 1G" oG i _ _ - I .. — — — _- .. I I f i ICI I ICI I t i1111�11 1 1 T I II M ll�l Ififil l llfil 11�1 i 11 I �_ .' _ _, `=j j ia.:lltllllilllll :- -• Iltlllllilllltlilll111111l11111111111[lilt III lilt]111111tti111111lllilllllllltlll(iltit1, f ; i— — i - — — — — — PRE ENG Woop ROOF . TRUSSES @ 24" OG 3D FIRST FLOOR Demo 2 0 20'-5 1/2" 23'-6" 2'-9" 5'-5 1/2" 29'-9" 8'- 10" 13' -7" 52'-2" 1 First Floor Proposed Demolition LEGEND Arch Studio GENERAL NOTES PROJECT OF NEwy0 Project JAMES DEERKOSKI, PE e -BAYVIEW AD T-ION 1 00 Number • 260 DEER DRIVE r )!11s: 7720 MAIN ROAD SOUTHOLD NY m ` = 2 MATTITUCK, NY 11952 s� jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date Revision Description PLAN CONTENT Project NIA ber I A17 I First Floor Plan Proposed Demolition 1/4" = 14" JAMES DEERKOSKI, PE First Floor Plan Proposed Demolition DRAFTED BY EMM Sheet A17 Index Scale 1/411 = 1 '-0,, Date 07/09/25 i 59'- 10" 1 � A9 -- -- 00 42' -8" M - - 14' - 10 1/2" DN _ — - - - - - - - - - - - - -1 _..- _.......______..__ ._.__._..._ .....__..__-...... .._ _..._.-.._. .___...........- ._._................. ... . . .._..___.__.._._..____a.._....._.___ ._...__-_........__.._.........._.-.._..._._....... . I IHIHI — i -nil-- - - - - - - - - _ T�RRAG� tll.: ... . :...:.. FETE SLAG _ N tl i A' E FO E GONG IN RG t7 I 3' -8" W/ 2-1/2" FITGH.. _.. E o O►J 4" GRAVEL FILL I(I ( 1 I I fl �. PLATES. _ hRO�OS�ih .. _. ..._................ ...................................... ._: .. ... ..:.1 I _. .. .. .. . 00 T_IN VEFSAK. SEE tNORTH ELEVATION A6 5'- 10" I I Jft -..:....._.._.__...._...._. ............. ................................................................ .. . .... I.J _ _........_...__........_ _.__— _ —..._....._....... : - i� _ � w GONGRETE STEPS t7OWN __ ll ........_.... 0J.-- :N , I v v ._ . _ i EXISTING, aD = aD = OAK FLOOR TIED IN .. . . . ......................... (2) 2X12's I A8 - --_----- - _ ----- cL x TO MATCH EXIST. _._.. . - - ;L I -_..._ _ .. N @1 N aU -- ) —�— - ....._.......... ... .................... 00 �� - -- s W12 X 106 �,. ... ......--..- — -._.--._...-...._... W12 X 106 41R2EEF GIRDER 2 X S FAFTEFS AT 16" OG _ _..... -_ __ FLUSH INSTALL O FLUSH INSTALL 3 X 3 X 3/8" TU6E f - PROP SEb ��;... ........ II �.._..—__ ... .. ................. ._ ,.__ 3 S" TU6 v n 3 X 3 X 3/S" TU6E v STEEL COLUMN (.�. .;.. .. .. ; r r r � . — .:...:..::::..:.. .... .m :e:..:._Q:....::. 3 X 3 X / F- I I I I I 13/ I I . I I �I (11 I t & . -_- I�Ig ,,. # ! ��Il �ll{. 1 ,; IE �� � III� � . STEEL COLUMN = STEEL COLUMN = - - - in I I I I r9 II X O A TE = _..I ................. i -- I' � I I I:< FAILING x! ll '' , = ------ - --___ AT 16 OG e; — ___ -- PFOPOSEI7 1- 1- _ - -- - --- _ - J -----............. __. I °° ,\ — _ __�....__........................................ _t I..._ o I I I o I Q STEP POWN - . rn --- - -- - 0 - - NI - -- - EXISTNG DN .. ' = :— M N 13'-01/2" w N =--4 11'-31/2" I w� ►x11 N 13'-01/2"04 II i z M { I ( FFIdGE ovEN v I 2 x 8 RAFTERS AT 16" oG _ 3D Proposed Construction 1 _ . _ n _ F_ 4'- 10 1/2" 2'-0" 1'- 1 U' -,2' -5 1/2" .� 10' - 1 1/2" EXISTING 4 6 0 10 1/2'2' 9'- 10 2 X 4 GLGi JOISTSAI oe 2 X 6 FAFTEFS 0 I ~ M f 0 16" OG In _ a � I'C ..................................................................... I� II z {,- _. �, N I'I WASH F/f7FYEF xl i f a _ _ r is ..................... . ... �- _ I fC14 .{�:�::......._.._._:�;: ,a Ro co afI� EE4 iii i ram ,. .,.. , ..,...��.,.. I ( - &a y. i UP i I I I i - 1 EO (2) 2X12 FLUSH i II :.i 2 X S RAFTERS AT 16" oG _ _ _ _ _....................... II ,� �-• �; — _._._.._.._ __..___ i ��(( . . II - C�_ - — i ,J; 3/� HOUF RATED 17FYWALL _� '`;'��7 •1 ►fog=. { N N i ON INGi ANI7 HOUSE W LS ( _ l. . .. . ...................... .... ..... ......._............. GEIL AL I u 7 In In ! G I II I 2 X 6 COLLAR TIES t I I 0 u1 ^i f .. I' AT 32" OG j f l .......... .......... _._. ... I it z N ft � i II E ... .......... ..................... . x _ - - - -.. .. . I g- E 3X 1/2" LVL I I _. - I PLAT i ,I r W/ 2-1/2" FITGH i ------------_.__...:__ _ - I DN f. 21'-3" IN VERSATEK. SEE r -- - --- --- I. t I NORTH ELEVATION A6 --- ------ LLI - FAILING ----.._—_...---............ -- —_ .........:....... ... :._.._ (2) 2X1o's 3'-2" : r-. I N _ _. S RAFTERS AT 16" OG - --m 2 X -Y) `-- --- ---- - ......... ....... I PFE ENG WOOF ROOF TRUSSES 0 a4l, OG P - -._........._.._. T.--- — - n 3D AXONOMETRIC 2 0 20' -5 1/2" 23'-6" 2'-9" 5'-5 1/2" Of 29'-9" 8'- 10" 13'-7" 52'-2" n First Floor Proposed Construction �J 1�/4" = 1'-0" LEGEND GENERAL NOTES PROJECT of New • Arch Studio �o� P� ,vt�: ap� Project JAMES DEERKOSKI, PE BAY-V EW ADDIT .'^'`�� Number `� ' 260 DEER DRIVE $' . . ,. , MATTITUCK, NY 11952 EW ROAD SOUTH OLD NY amesdeerkoski ahoo.com Client: Owner �o� �?5:. j @Y �0F�. SIGNED BY Index date Revision Description PLAN CONTENT Project Number I Al I First Floor Plan Proposed Construction 1/4" = 14" JAMES DEERKOSKI, PE First Floor Plan Proposed Construction DRAFTED BY EMM Sheet A18 Index Scale 1/411 = 11-011 Date 07/09/25 Roof Roof ,bX I'Vil W/ 2-1/2'' �ITGN p�AT�s Second Floor FOR THE:, ENb NORIZONTAI, _ Floor 9 - off M�M&E�FZ. WFZApFEF,b IN E � a I 'i � I( � I . III :k �� t I— e" H' First Floor Existin — i, � 1� , I — — — — — I _.. ` i, � I � I 1- 'I �� First Floor_Existin Foundation _ _.. Y _ _ _ . _ Foundation 11 Level 11 — — — Level 11 11 - - , _ .. .. " .. .. Mgr' �.• s - , _ r .. _ � _ .. �. ��� -, , Level 9 — — — — — — — -9' - 3" t -10' - 3" — — O. Footin -9' - 31 East Footin -10' - 311 North U 3/16" = 1'-0" P Roof mm -- - — ...« . Roof 18' - 0" _ — - _ ❑�❑ 1 �❑❑ ft Second Floor 9' - 0„ — — — — — — — F� Second9 IooO11 rI �m Lt — t F�• ;, IS ti c', MI' � ,, i I I I �',; , _ '� �, I I � �� 'lu I i i ---I 1 { }- -- 1 i J � k,E u , I I I I I n I tFloorI I i 1 � — IG la I i r J i. I � xi in ( � I- _ FirstE st _ r '-� I. -�; I i u ,, ,}�- µ First Floor Existin �F Foundati n F 0 � Foundation' is �I 1 — — — _Level 11 Level 11 11 pan , 11 -4 - 0 7/16 -41 — — — — — , . - _ - • , . - - ,- — — Footin - - — — — — — o, �„ ® — — 0. Footin Footin -9' - 3" _10' - 3" Footing West -10' - 3" 3/16" — 1'-0" n South 3/16" = 1'-0" LEGEND Arch Studio GENERAL NOTES PROJECT �� F NEW Project I �' P o EE k/. .p � . JAMES DEERKOSKI, PE BAY-VIEW AD,D-l�' OW °s Number 260 DEER DRIVE UJ r ress: 7720 MAIN W ROAD SOUTHOLD NY Y. UJ MATTITUCK, NY 11952 �a 0725 jamesdeerkoski@yahoo.com Client: Owner SIGNED BY PLAN CONTENT Project Number I A6 I Proposed Elevations 1 3/16" = 14" Index Date Revision Description JAMES DEERKOSKI, PE Proposed Elevations DRAFTED BY EMM Sheet A6 Index Scale 3/16" = 1 1-01I Date 07/09/25 I I I I I I i I ........ __� o0 I � Al __. : II II li , .....W: ._:- s+ Second Floor OmL 9' - off I W12 X 106 STEEL GIRDER : E i�Ro�os�l� i'ORGN ROOF I pRof�os�b I ! hi ?� TU6E GOLUMN TUP�E GOLUM TUP�E GOLUM I INSIDE WALL INSIDE WALL ' INSIDE WALL Floor Existing _._...:.... — —_ Foundation E — _ Level10 ` - -— —. _ • . _ _ .— — - _ -"='—:---_' — . . '\3==;-ram ._ --�--_ �_ _ ^'^�{ — ,�__ Level11 _ .- ' • � - • -. . - ' .. .� ' -'. ' � . . , ' -` , � _ - , ,-. � � ' �_ "..-• ' ., ,- - _ - . ,' : ,' - - , , -` ' - - ,_ - ; •- • ' ' - - _ ' :" : .', �'. - _ , : -, . ,-' _ -.. �• .", . ' • , '_ . ', ' .. ,.'.' . Basement T.O. ILevel 9 \\ \\ -9' - 3" \ \ \ i \ \ \ \ B.O. IL„. \ -10' - 3" ---- Section 1 \ \ INN ; r 3D SECTION 1 LEGEND GENERAL NOTES PROJECT OF." W • Arch Studio �P� ,+��F� �� Project JAMES DEERKOSKI, PE BAYVIEW ADDIT 10� a etc_ `A i <-s� Number 260 DEER DRIVE mUJ Al W ROAD SOUTHOLD NY MATTITUCK, NY 11952 �oA jamesdeerkoski@yahoo.com Client: Owner IF SIGNED BY index Date Revision Description PLAN CONTENT Project Number 8 Building Sections- Proposed Construction (1) 11/4" = 14" JAMES DEERKOSKI, PE Building Sections - Proposed Construction (1 ) DRAFTED BY EMM Sheet A8 Index Scale 1/4" = 11-01' Date 07/09/25 W 12 X 10E, STEEL GI�,17ER 2 X 8 GEILIING JOIST 16" OG ------- -�_._ Roof GYP dRYVVALL t CEILING FLUSH W/ L11— A-Ii7l iSecondFloorit First Floor Existin0 0Founzbtin = _ -1 - 3 IT— I ev�e-U-0 -3 - 0 -4' - 0 7/16" BasementT.O.B.O. -101 - 311 1 Section 2 Tf Ir i , I !'I ��'• I I �� �t Ii t � is 1 3 , € n 3D SECTION 2 rX LEGEND GENERAL NOTES PROJECT OF NEB Arch I Studio � Project BAY1� D D IT A©� JAMES DEERKOSKI, PE ,* R: Number 260 DEER DRIVE mUJ Addr MIN BA ROAD SOUTHOLD NY tiN MATTITUCK, NY 11952 �oA 072 jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date . Revision Description PLAN CONTENT Project Numbe A9 i Building Sections - Proposed Construction (2) 1 1/41, = 1'-01, JAMES DEERKOSKI, PE Building Sections - Proposed Construction (2) DRAFTED BY EMM Sheet A9 Index Scale 1/4" = 1 i-Oii Date 07/09/25 58'-2" 36'-9" 2'-3" 9'-3" 0' - 101, u 0 u u , {U,., qAr �P`• ,.. .<-.. C`z.: w.> v^ H^^:?'J+$�=.� x., ,A«wm.:s" 'R'a•. K..„ .1., "y, af`w.w`"'* 8i:8 :.�k3w%:;:,,y�.'si:;-«..:.:yirji^ieRH 'Si'6'^'�"'` ^F ,��'.bc$' kx'C '0 ' w, .� - .. _ _ �iz<a're:�«A `S"-."e' r.-., ➢ � y ,..e.A .:Y,:..;'.�: �dAb'�m'b.ry".'m' .:^Sr'sy' F�Sk;';',�.:9w'�i- - - .. _ _ - CD WOOD DECKING -, - . . _ .- _ _. ._ -. .• _ ". _. , roll X roll :08/a WWRM ON 4" GRAVEL co J ^ O h" GEARING, LEDGE FOR SLAG M � 0 p LOWER FLOOR AGOVE TO (-) 1' - O'I BF-LOW MAIN FLR 3" STD STEEL PIPE COLUMN m ON So" X 30" X fro" COWC, FOOTING, " - roll X all X1/411 V � roll X all X1/4" T STEEL GEARING, PLATE 7 2'-6„ N STEEP,GEARING PLATE C\1 N Al A 7 LF_ --I F 7 F_ -1 - - - - - - - - - - — J - - - - - - - - - L L - - - - - - - - - 1- —L — L - - - - - - - - - - Q ; - - - - - - - - - - -r —c- - - - - - - - - - fi =� — - - - - - - - - - -I =��- - - - - - - - - - i t - - - - - - - - - - - - 9 -8' 9 -9 10 -3 10' -5 1/2 00 STP FOOTING q iv CASEMENT A'I CONCRETE SLAG ON M 4" GRAVEL FILL - - O r 4" GEARING LEDGE FOR SLAP - - - - - - - - - - = - - -• -= — = - - X m n 3D FOUNDATION N f ' FOR ILLUSTRATION ONLY I Q I • V SLOPE 1/A'" PER FT UNEXGAVATED STP FOOTING I O v . i WOOD DECKING I UNEXGAVATED " roll X ro" 0-8/S WWRM ON 4" GRAVEL i� SLOPE 2" TO GARAGE DOOR " I �' GONGRETE SLAG REINFORCED W/ ' o roll X roll Aa/a WWRM ON 14" GRAVEL in SLOPE 2" TO GARAGE DOOfZ i II II IL------- If------ II II II II IIL - UPS -- I, 6'-5" 28'- 10" 8'- 10" 13'-2 1/2" 00, Of 59' -5 1/2" 61' - 11 1/2" n Foundation 1/41' = 1'-0" LEGEND - GENERAL NOTES PROJECT of NE • Arch Studio P� DEF& 0 Project BAYM AD�DITfON 1 0 d o����� /� �w� � A°� Number JAMES DEERKOSKI, PE r �• � ... W 260 DEER DRIVE _ W ress: 7720 MAIN B EW ROAD SOUTHOLD NY MATTITUCK, NY 11952725 2�, <;tnlh jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date Revision Description PLAN CONTENT J Project Number I so I Existing Foundation Plan 1/4" = 14" JAMES DEERKOSKI, PE Existing Foundation Plan DRAFTED BY EMM Sheet S0 Index Scale 1/411 = 11-011 Date 07/09/25 I 60'-2" 37'-7" 21'-5" 2'X2'X1' CONCRETE FOOTING 9'-3" 0'- "10 9'- 1" W/ (4X) 04 REBAR ON TOP AND BOTTOM IV, Fr— 1'X1' GONGRETE PIER 1/01 d o o /O o /O /O �0 2'X2'X1' CONCRETE FOOTING V/ (4X) 04 RE AR RUNNING cv `` / N ``/ `` / iv ``. W/ (4X) #A• REBAR ON TOP UP AND OUT of PIER. 2'-0" AND BOTTOM ��- 6'-0" 2'-0" 6'-0" 2' -0" (4) 04 STIRRUPS FOR EA PIER 7, -- On \3 }� i 11X1' GONGRETE PIER fl �V 2'-p" W/ (4X) 04 REBAR RUNNING n i cA O UP AND OUT OF PIER. - u i 0 �C EXISTING FOOTING AND FOUNt7ATION o / 1 (4) A4 STIRRUPS FOR E FOA PIER r 3 N TO BE REPAIRED AS NEEDED _ 6"X6" PRESSURED ! - • _ . -,_ -J TREATED POST W/ AOSTD ANCHOR BASE4.1 _ ____---......___._....____._.____..._..._........__.._AND STAINLESS ANCHORS .=.....: -................___. .. -_.._.._.......... - - - I i l R i i� F — - AdbITION ADAPTATION TO BE MADE u-, - JAMESFOR BEAM SUPPORT ABOVE PROPOSED LOAD FATH . ...._ ...- - - - - - - - - - - - - - - - - - - - - - - - - - - - i— — — — -------__.__....._._.......Z 4" BEARING LEDGE FOR SLAB _; ....................._.....--........_............._.._................_...............,......_......_......................._...................................... ... ......._.........LOVER FLOOR ABOVETO (-) 1' - O" BELOW MAIN FLR 3" STD STEEL PIPE COLUMNA V a ON 3o" X 3Ol' X 16" GONG FOOTING � 6" X S" X 1/A""6" X 8" X 1/A"STEEL BEARING PLATE Z 2'_6, N STEEL BEARING PLATE NN 3D FOUNDATION PROPOSED F_ 7 LF 7 F_ F --I - - - - - - - - - - �— t — - - - - - - - - - - t r -r - - - - - - -L - - J L - - J L - - J L - - J9' 9'-8" 9'-9" 10'-3" 10'-51/2" STP FOOTINGBASEMENTCONCRETE SLAB ON j zo 4" GRAVEL FILL I _ _-. __ _4" BEARING LEDGE FOR SLABQ - -........._.................................._.. ...................._......_..._._....- ....._.,. ...__._..._........._.......__......._......................UNEXCAVATED STP FOOTING —> ZWOOD DECKING6'I X 6" S/8 WWRM ON A" GRAVELUNEXGAVATEDSLOPE a" TO GARAGE DOOR ONCRETE SLAB REINFORCED W/............._ ___..__._ —�_..._ _______. 6" X 6" S/S \VWRM ON �" GRAVEL ina" TO GARAGE DOOR......__._.. .........._._ __.__._...._._.__._ IN 6'-5" 28'- 10" 8'- 10" 13'-21/2" 3D FOUNDATION PROPOSED 2 59'-5 1/2" lei LEGEND GENERAL NOTES PROJECT NEw Project Arch tudioBAY�I-I E DDIT ,�-- �P�� k�o°�JAMES DEERKOSKI, PE � '" A �� Number 260 DEER DRIVEmAdd MAIN B EW ROAD SOUTHOLD NYMATTITUCK, NY 11952jamesdeerkoski@yahoo.com Client: OwnerA�oSIGNED BYIndex Date Revision DescriptionPLAN CONTENT \Project Number I S4 I Proposed Foundation Plan 11/4" = 14" DEERKOSKI, PE Proposed Foundation Plan J DRAFTED BY EMM Sheet S4 Index Scale 1/411 = 11-011 Date 07/09/25 I