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Home My WebLink AboutTR-10904 Glenn Goldsmith,President o�OS�FFOC�coG Town Hall Annex A.Nicholas Krupski,Vice President �� ''e 54375 Route 25 Eric Sepenoski y ? d P.O.Box 1179 Liz Gillooly �y ® Opp Southold,NY 11971 Elizabeth Peeples �01 �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: j 7 z 4 Completed in field by: 41. Thomas Blore, AIA on behalf of BRIAN & DIANNE WAMSLEY requests a Wetland Permit for the existing 40'x26' two-story dwelling, and to construct a 238sq.ft. first floor addition with a 99sq.ft. second-story addition above; and to replace the decking and railings on the existing 17.5'x40.1' seaward deck with steps in-place. Located: 490 Williamsberg Road, Southold. SCTM# 1000-78-5-10 Type of area to be impacted: , Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: y Chapt. 275 Chapt. 111 other Type of Application: ✓Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: /Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Uda'fO,, Present Were: " G..G�pWsmith N. Krupski E. Sepenoski y L. Gillooly i . - I I i I - I i . GENERAL NOTES DRAWING INDEX .',-,I:- . 1, ,� ,�-,.11., ._,, ..I ..,. I I ` ,,1 =--- -� __ .1 1�111111____ _ I � - - - - - - VI ,,," �r , f\``,- cl �..--.,_ -t11-.,,1--_,1_1 `, 1�1 C_t c-_ ' Ib .µ�'� - '�' 1 C L'_. u T-1 TITLE c `�_ SHEET . , ;� :'I �� ` ,'.� , --,; ;" N-1 CODE TABLES & NAILING SCHEDULE �J" ' DMSION 1-GENERAL REOUIPAMfTS 2. Other species may be'used provided substituted species shall meet or exceed requirements noted above. c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows 1. Work performed shall comply with the folio 3. Moisture content: AN lumber 4' and deeper shall have moisture content not greater than 19 %, air dried lumber is minimum are required located at the 1/4 points of the truss span. Securely nal these braces to al members that it p �, p Y desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a crosses. N-2 STRAPPING & MISC. DETAILS m ~LU w a 0 Q L, ,Z j � a. These general notes unless otherwise noted on plans or specifications. minimum amount of checking, comparable with air dried stock. S. Wood Floor Trusses: Ow Q - F-W F- w w b. Building Code as specified on the architectural drawings. o c� w rJ m w v j x = 4. AN exterior lrrber and lumber in contact with masonry or concrete shag be pressure preservative treated in 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All c. All O w F- d. In areasc bile to al and state codes, addressces and methodically, ion contractor shag be bound to perform in strict accordance with AF&PA standards and stamped 'Ground Contact 0.40 Ibs/cubic foot'. spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load 5. Grade stamps shag appear on al lumber. test data and any other information required shall be sealed by a professional engineer registered in the jurisdiction A-1 FOUNDATION PLAN & SANITARY RISER D I A a z = o compliance with manufacturer's specifications and/or recommendations. 0 O w Q a 2. On-site verification of all dimensions and conditions shag be the responsibility of the general contractor and 6. Store all )mbar above grade and protect from exposure to weather. where construction is taking place. Truss manufacturer shall verify al spans, dimensions, bearing points spacing, etc. w uY p z = z V B. Fitch Beams: Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional a LU z O w O a n_ m ►_w- his subcontractors O w z - 1. Flitch beams shall have a minimum fib = 15000, E=11.4 with 1/2' bolts located not closer than 2' from the top and engineer registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for A-2 FIRST FLOOR PLAN & DETAILS _ W ~ m 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should Z a- D o- O z - O U o O V bottom edge unless otherwise noted. There shag be a bolt top and bottom 2' from each end (see typical flitch plate Architect's records and one to be returned to contractor after review. z w -i w F- O w v W consult Architect in case of question. p grade g p arpaulns to prevent v = m V z o H z Q 4. The general notes and typical detals apply throughout the job unless otherwise noted or shown. bolt attain detail). 2 Store trusses above ace on wood sticking to revert contact with bare each Cover with t 5. Discrepancies: The contractor shall compare and coordinate al drawings, when in the opinion of the C. Joist Hangers: exposure to the elements. Always store upright, especially f stacking. w U) a w w O m m w contractor, a discrepancy exists he shall promptly notify the Architect, in writing, before proceeding with the t p,g purlins, joists and beams not framed over supporting members shag be supported A-3 SECOND FLOOR & ROOF PLAN & DETAIL w z z rn z 9 � O F= sp Y 2 Joist hangers shall be prune quality steel which conforms to ASTM-A653, min. 22 gauge. Products acceptable DMSlON 7-THERAAAL AND M101ST11RE PROTECTION ! _ Cn Q Q 2 � IL H 0 a � work or he shall be responsible for the same and an indirect results of his action. 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the shag be Simpson, Kant-Sag, or equivalent. A. Roofirxu: F_ 3: y = z = Q work. In the event that certain features of the construction are not fully shown on the drawings, current D. Bolts in Wood Framiw A-4 BUILDING SECTIONS ~ ~1. Fiberglass Shingles: THIRTY (30) year self sealing shingles over 1 layer of 30>« asphalt saturated felt underayment ~ national, state and local codes, ordinances, regulations or agreements as well as current acceptable building t All bolts in wood framing shall be standard machine bolts with standard malleable ion washers or steel plate unless otherwise noted. instal according to manufacturer's instructions. practices shall govern, and their construction shag to of the same character as for similar conditions that are washers. 2. Cedar Shakes: *2 grade red-label cedar shakes (18' 1 x.45T)over one layer 30* a.s.f. underlayment. Instal with 4 shown or noted. 2. Steel plate washer sizes shag be as follows: xp g A-5 GENERAL NOTES & DETAILS a. 1/2' and 5/8' Dam. bolts - 2-1/4' sq. x 5/16' 1/2' weather exposure, Apply an 18' wide strip of 30• a.s.f over each course of shakes, 9' from bottom edge of shake a 7. The Architect will not be responsible for and will not have control over construction means, methods, extending over top of shake and onto sheathing. techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. N rn will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 3. Each bolt hole in wood shag be dried 1/16' larger than diameter of bolt. 3. Eave Flashing: See note B-4, below. hW- T o 4. For B anchors,see typical detals on architectural drawings. 1. All ' A-6/7 ELEVATIONS & LEGEND `� N any of the work, to carry out the work in accordance with the approved contract disorients. 1. Ag flashing, counter flashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant >: o r•� � 8. Any and al drawings and specifications for sitework plumbing supply or waste, electrical circuitry, and E. Lag Bolts: I Shall be of structural grade steel. metal. > Z N co heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services 2. Flash all exterior openings and al bolding comers with approved material to extend at least 4' behind wag covering. 2. Washers shag be placed under the head of lag bolts bearing on wood. Length of lag bolts shag be minimum 2/3 Q w N N m provided to the Client by the Architect unless included under their agreement. Any discrepancies with these Cover al exposed plywood at bolding comers with waterproof bolding paper. Q Q U 0 I.- documents by any of the above listed services as shown in documents prepared by others should be indicated depth of members being bolted together. A-V 9 AIR SEALING DETAILS Z W T-�F- F. Altering Structural Members: 3. Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior wags or O M M in writing to the Architect immediately. roof surfaces. F- M cc m m 9. Prior to application for buldin permits, the Contractor will furnish the Architect with two sets of shop 1. No structural member shag be omitted, notched, cut, blocked out or relocated without prior approval by the w w " "_ PP 9 P P 4. Eave flashing shag consist of two layers of 15s a.s.f. cemented together in addition to required naTng from the edge � drawings of all prefabricated components, one set to be retained b Architect, the other set to be retuned to Architect. Do not alter sizes of members noted without approval of Architect. S-10 0 HELICAL PILE AND GRADE BEAM LAYOUT IL a `� ° 9 P P Y of the eave up the roof to overlay a point 24 inches inside the interior wag ire of the bolding. _J p_ 2 G. Built-up Beams: contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor 1. Built-up beams or joists formed by a multiple of 2 x members shag be interconnected as follows: C. Attic Ventilation: U n F_ trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be t Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate space with screened o N modified duringconstruction from previously approved shop drawings, the Architect shall be furnished, prior a. Members 9-1/4'and less in depth: glue and internal w/2 rows 16D nals at 12' o.c. staggered co P Y PP P P ventilating openings protected against the entrance of es air a and rain in accordance with the WFCM, and for S-2 0 0 HELICAL PILE AND GRADE BEAM DETAILS to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the b. Members greater than 9-1/4' in depth or multiple 3 x members ,trough bolt with 1/2' diameter machine bolts at latest edition (as applicable) and all state and local codes aid ordinances. See details on architectural plans for above information, the client shag defend, indemnify, and hold harmless the Architect from any claim or suite 24' o.c. staggered. locations and details. whatsoever, including but not invited to, all payments, expenses or costs included, arising or alleged to have H. Cutting of Beams, Joist and Rafters: arisen from prefabricated items. 1. Cutting of wood beams, joists and rafters shall be invited to cuts and bored holes not deeper than 1/6 the depth of DMSION 8 -DOORS AND WFDOWS �� 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shag not Q+ r� conformance to local codes and conditions. In the event of a discrepancy between these specifications and exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the to or bottom t General ® V local codes or conditions, the contractor shall notify the Architect in writing of the discrepancy and vial t Windows in buildings located in wind-borne debris regions !130 mph wind zone or with-h one mile of the ocean. bay PLOT Y 9 eP Y Pe of the joists and the diameter of the hole shag not exceed V3 the depth of the joist. The tension side of beams, joists andsound) shag have glazed openings protected from wind-borne debris or the building shag be designed as a partiallyPLAN • engineering requirements shag be applied to ins'rre the buldng's structural integrity. and rafters of 4 inches or greater nominal thickness shag not be notched, except at ends of members. enclosed bulding in accordance with the 2020 RCNYS. Glazed opening protection for wind-borne debris shall meet the .�.1 IL It These requirements mety be superseded by more stringent information contained within I. Pipes in Stud bearing Nails or Shear Nals: g� requirements of the Large Missile Test of ASTM E 1996 and of ASTM E 1886. L` the drawings. The more stringent shag be followed. t Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the depth of the stud. Exception: - ■ l 12. Sol conditions shag conform to or exceed the following conditions: J. Bridging and Bbckina 1 . , Wood structural panels with a minimum thickness of 7/16 inch Ohl mm) and a maximum span of not more than 8 feet Q U Bearing Capacity: Min. 2000 psf. field verified under al footings and reinforced slabs. t There shag be not less than one ire of bridging in every eight feet of span in floor, attic and roof framing. The (2438 mm) shag be permitted for opening protection. Panels shall be precut and attached to the framing surrounding t Water Table: Min. 2'-0' below bottom of al concrete slabs and footings. Footings, foundations, wags, and bridging shag consist of not less than one b three inch lumber double naled at each end or of equivalent metal (n W slabs shall not be laced on or in Marine Clay, and other or ionic materials. �g Y � the opening containing the product with the glazed opening.Panels shag be predrled as required for the anchorage P Y 9 bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not method and shag be secured with the attachment hardware provided. Attachments shag be designed to resist the • • '< " 13. Live Loads: Roof: 20psf. Floor: 40psf (except sleeping rooms: 30psf). Exterior Balconies: 40psf. Stairs: exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise component and cladding loads determined in accordance wits either Table R301.2(2) or ASCE 7, with the permanent I .." - 40psf. Wind Load: 15psf. Garage. 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. provided Block all stud wags at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. corrosion-resistant attachment hardware provided and anchos permanently installed on the building. Attachment in 'I i X. X Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed accordance with Table R301.2.t2 is ermitted for bull s wth a mean roof height of 45 feet (13 728 mm) or less I - - -- 14. Bottom of footings sliall extend below frost line of the locality and minimum 3'-W below existing grade to instructions. where the ultimate design wind speed, Volt, is 180 mph�(290 kph) or less. CANAL undisturbed soil or soil compacted to 95% dry density having a load carrying capacity as specified in Note 12, o : " r o r u ,: M as verified by a soils engineer licensed in the locality where project is being bolt. K. Lintel Schedule: 2. All windows shall have insulating glass, or single glass with storm windows or equal. Sizes indicated on plans are N2 16 I O E 115.4q 525 16 1O W , 15. AN foundation was engine under slabs where distance from edge of wag to edge of undisturbed soli nominal only. Builder to consult with window manufacturer to determine exact sizes,rough opening, etc. At least one - -- -- -- -- - - - - - I 8 backfillg t Unless otherwise shown, provide 1 fetal with 6' mninimum bearing for each 4' of wall thickness. : exceeds 16', but less than 4'-0', shag consist of clean, porous, soli compacted in 6' layers to 95% fir density g window from each bedroom area shall have a net clear opening area of 5.7 Sq Ft. (grade floor/below grade floor 5.0 SjOC{,rj P mP Y Y Y 2. Lintel Schedule: Sq. Ft.) with a net clear height of 24', a net dear opening width of 20', and a sill height of 44' or less above the floor 1` � or provide *4 rebar at 2'--0' o.c., T-0' beyond edge of undisturbed soil and 7-0' into foundation wag. Span: Size of Member PLOT PLAN INFORMATION 1 Q for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, o � � I \ 16. Free craning granular backfl (SM or better) shag be used against foundation wags consistent with the to 4'-O' 3 1/2 x 3 1/2 x 1/2 or 2-2x6 TAKEN FROM SURVEY BY, 1 architectural plans and related detals. Equivalent fluid pressure of backfill not to exceed 40 cf (pounds per which may n subject to frequent and recurrent accidental human impact shag be tempered as per WFCW and RCNYS d- Bel-KNEAD - N P qu P P (P P 4'-1' to 5'-0' 4 x 3 1/2 x 5/16 or 2-2x8 KENNETH M WOYGHUK LAND SURVEYING PLLG I . "�-"�� " cubic foot). If backfig pressures exceed 40 cf, then wags must be designed for actual pressures b a and state and local codes and ordinances. Pr P 9n P Y 5'-1' to 6'-0' S x 3 1/2 x 5/16 or 2-2x10 DATED, JANUARY 15, 2025 registered Professional Engineer licensed in the locality where project is being built 6'-1' to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 DMSION 9 -FNSI-ES ZONE, R-40 . ■ 17. Unbalanced fill not to exceed T-0' unless otherwise noted and substantiated by engineering calculations. A. General SGTM#: 1000-078.00-05.00-010.000 1 i� r Backfll shag not be placed against wags until slabs-on-grade and framed floors are in place and have reached L. Plywood t All gypsum wallboard shag be installed in accordance with the provisions of the WFCM, RCNYS and state and local �- thei design strength. Proper precautions shag be taken to trace foundation walls when backflling. Where t Al plywood shag be Doug fir or equal. It shag be manufactured and graded in accordance with codes and ordinances (as applicable). FLOOD ZONE BO NDAR backfil is required on both sides, backfll both sides simultaneously. U.S. Product StandardS 1-09 Structural Plywood 2. Gypsum wallboard shag not be installed until weather protection for the installation is provided. Storage should be in I Q /. F_XIST 2-STY. DMSION 3-CONCRETE 2. Each plywood sheet shall bear the 'APA' trademark. EXIST accordance with manufacturer's instructions. 1 DWELLING 3. All end joints shag be staggered and shag butt along the center lines of framing members. ,� I 89.0' 2°' d) ATTACHED A. General: 4. The face grain of the plywood shag be laid at right angles to the joists and trusses and parallel to the studs. 3. All edges and ends of gypsum wallboard shall occur on he framing members except those edges which are � 1 The concrete properties shag be as follows: 5. Nags shag be laced 3/8'minimum) from the a perpendicular to the framing members. AN edges of gypsum wallboard shag be in moderate contact except in concealed Q O SHED TO BE p edge of the sheets. The minimum nas penetration into framing t" o spaces where fire resistive construction is not required. •�, � CONVERTED TO Rem Min. Comp. Strength Min. Aggregate size � members shag be 1 1/2' for 8d nals and 1 3/8'for 10d nails. "f' Z 76 4. The sizes and spacing of fasteners shall comply with WFCM, RCNYS and state and local codes and ordinances (as "�■�+ ® 28 Days (PSb 6. Ag floors shall be Haled as per nailing schedule. i () f o ` LAUNDRY ROOM Footings 3,000 V2'-1' 4' 1' applicable). 1 ',� - ,� g 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. -1 FLOOD EXIST o-s 4 1% NEW I-STY' Slab-on-Grade 2,500 V2'-1' 4' 1/2' M. Corner Bracing: I V 6. Fire-resistive construction: Garage ceilings and wags when adjacent to a dwelling unit shag be of rated construction ZONE °X" DECK a- ADDITION Wass 3,000 1/2'-1' 4' 1/2' 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals, let into studs, or with 4 x 8 Z U 0� � w according to the UL Design specified on the drawings when units are designed under WFCM, and RCNYS standards as , p Z NEW 2ND FL. w Garage Slabs & exterior slabs 3,500 1/2'-T 4' 1' w/ 5% plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance with 1 10�,4 to air entrainment manufacturer's instructions (16 Ga. compression tension), or w/structural grade thereto-ply. indicated on the drawings. 1 �o �(a ADDITION } 2. Concrete work shag ccinform to all requirements of ACI-318 specifications for structural concrete for buildings. 2. Lap plates at al comers. 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shag be positively secured in place and N. NaTng: DMSION 15 -MECHANICAL ." Z V - located according to the appropriate architectural drawings and details 1. All nailing shall comply with nailing schedules in WFCM, and RCNYS (as appricabole), latest edition and I FLOOD\ 4 N6 �j[,� 0 t- B. Reinforcing Steel: all state and local b.�ldng codes, or maufacturer's recommendations. A. Heating Ventilation and Ai Conditioning: 1 . ZONE "AE-6 T t All work shall be in fug accordance with all current codes and re ations of the ovornin agencies. 1 FLOOD ZONE _RY _ '6 Q Z - 1. Reinforcing steel shag tie intermediate grade new billet deformed bars grade 60 conforming to ASTM & O. Fire Stopping: � g g g 0 �--- - - F- �-. 615. Welded wire fabric shag conform to ASTM C-933. See architectural drawings for sizes and locations. 1. Fire stopping shag be provided to cut off all concealed draft o 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to EXIST _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1U opp• g pr parings (both vertical and horizontal) with 2' �I o�3 � }- 2. Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-332 Residential Code Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any SHED 1U g ng p g nominal limber or 2 thicknesses of T nominal lumber with broken lap joints or other approved material. � i.r � Z mechanical and structural and design intent conflicts prior to construction. - x- 3 w Requirements for Structural secret P. Alignment: �1 � �2.2'� � ry, (� Q 3. All work shag be done in a neat and workmanlike mariner and so as to not needlessly hamper that portion of the work o O, 1. AN rafters and joists framing from opposite sides shag lap at least six (3) inches and be nailed together with 1 111 3. All reinforcing bars which intercept perpendicular elements shag terminate in hooks, placed two (2) inches min (3) 10d face naffs. performed by others. i I - tu >. X_ J clear from outer face of element. 2 When framing end to end jests shag be secured together by metal straps. B. Plrnbino Z m 0 _ Q 4. The contractor shag notify the building official at least forty-eight (48) boos prior to each concrete pour. 0. Partitions: 1. All work shag be in furl accordance with all current codes and regulations of governing agencies. -- -- - - I LIAMSB Ra - ~ W - No concrete shag be poured into footings containing standing water or mud Footings shag be dewatered 1. General 2. All work shag be done in a neat and workmanlike mariner and so as to not needlessly hamper that portion of the work 525 016'I O��L�1 I I O-r. r `, - 1 m � ,.J -1 j prior to placement of concrete. No concrete shag be placed until all reinforcing has been installed by the a Provide solid blocking at 4'-0' o.c. between the joist and first interior parallel joist. performed by others. DR Y E �I d- J 0 contractor and inspected b the building official or count approved licensed inspector. 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plunbing, i QI Pe Y 9 Y PP �P b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. ,0t X K (n 5. Minimum protective cover for reinforcing steel shall be as follows: c. Splices shag occur only directly over studs. HVAC, structural and design intent conflicts prior to construction. PLOT FLAN O a. Footings: 3' d Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer DMSION 16 -gFCTRICAL N64°43�5O11I'Y N < b. Beams and columns: 2' licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to ' -- .t c. Slab: 3/4' (Wile mesh to be laced at mid-depth of slab) 1. All work shag be in full accordance with all current codes 25.00 0 ' " ' N P eP Architect for approval prior to construction. S25 i 6 I O 1^I �15.00 y d. Wags - 1 1/4' at interior face: 3' at exterior face. e. Lap top plates at comers and intersections. and shall comply with the requirements of the serving SCALE: I"=50' 4) C. Foundation 2 Bearing Walls supporting one floor or more: power and telephone companies. Q 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of T-0'into a. Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type lumber specified. 2. AN work shall be done in a neat and workmanlike mamer original undisturbed soil and a minimum of 3-0' below finished grade. Where required, step footings to ratio and so as to not needlessly hamper that portion of the work 06 b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shag be erformed b others. °' Of 2 horizontal to 1 vertical. P Y centered directly over and below bearing wag studs with a tolerance of no more than 1' unless substantiated by E ' 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the a calculations. 3. Installation: ca Architect. a All equipment installed outdoor and exposed to weather SITE INFO . LOCATION MAP o �c. E3earing stud wars mxust toe sheathed with a minimum 1/2' gypsum board fastened according to drywall c L'3. AI footing excavations shall be inspected by the bulding official or county approved inspector prior to the shall be weatherproof. m manufacturer recommendation. 3 placing of any concrete. Same shag be given forty-eight (48) hours notice for this observation b. Bottom of receptacles and switches shag be located 5' i 16-to o R. Wood Roof Trusses: above counter to unless otherwise noted on drawings.4. Sal investigation and report: All earth work, compaction and supervisions shall be done according to the p g - 0 a 1. Timber trusses shall be designed in accordance with accepted engineering practices. Calculations, joint strength information c. Receptacles shag be installed vertically at 12' above finish , recommendations of the sol investigation report prepared by a licensed geotechnical engineer. Concrete slab y (allowable bad per square inch or per nail, allowable edge distance, allowable end distances) bad test data and other floor and 12'-0' o.c. horzontag All rec tacles within_ y. receptacles and footing calculations are based ar a 2,00u psf value. If on site test boring indicate lesser values, notify information as necessar shag be submitted to local authorities fora approval prior to fabrication. Each truss shag be Architect, in writing, so that necessary structural modifications can be made. Y PP P 6'-0' horizontally of a sink lavatory or tub shag be wired tc a �+ °�a,� Jockey reek or Date Revision/Issue secured at bearing with one 'rafter tie' metal type anchor at each end. ground fault interrupted circuit. SITE INFORMATION 41. - T,5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 W14 x Wl4 WWF and shag be placed on 6 mil. 9r P Pond Ln, 2. Scissor Trusses: Manufacturer to calculate horizontal ,trust of trusses subjected to design loads and to include this d Wag switches to be 48' above floor. Ng,,r Z 8/21/25 REV I A5 PER OWNER vapor barrier on 4' crushed stone. REQ'D PROV'D OrA information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a e. All smoke detectors to be wired in a manner such that the 6. Slab-on-grade at porches shag be 4' thick mess otherwise noted. �2 k, V22/25 REV 2 A5 PER OWNER 7. Instal anchor straps as per mf . recommendations: 12' from corners and intervals of not more than 16' o.c_ scissors truss connector, 'Simpson' or approved equal, at the other end to tie down the truss while permitting the activation of one by means of metal hangers.wl activate al. : : ra Custer We ' A �£ p P g F.Y. SETBACK 50.0 66.5 truss to move outward without deflecting the wag. Qa` x Rd 4/26/25 REV 3 A5 PER OWNER Mnhxm embedment for anchors shall be a minimum of 7' into concrete. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, Cteamew q., arrsh Dr 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface R.Y. SETBACK 50.0 42.7 y dimensions,heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout II/7/25 REV 4 AS PER T05 for all beams. GENERAL NOTE: ch� to 6 plan, each sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to S.Y. SETBACK 15.0' 20.$' R DMSION 6-WOOD Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. THESE CON5T. 000'5 COMPLY WITH �, a sC,eQa44 pve F A. Lumber Grade: 2020 RESIDENTIAL CODE OF NEW YORK STATE D aw Drawn By: 4. Truss shop drawings indicating calculations, loafing, load test data, horizontal thrust and any other information TOTAL SIDES 35.0 62.7 �e c+er+n o r 1. All lumber shag be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum structural values. required shag be sealed by a professional engineer registered in the jurisdiction where construction is taking place and • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE :`O Ok N c' a D$ Grading shag comply with IPS 20-05 ' American Softwood Lumber Standard ' and applicable Western Wood Products be submitted to building officials prior to fabrication. • DESIGN REFERENCED STANDARD 2015 I-FOM MAX HEIGHT 55.00, 24•QI' 'C wamsleyResidence xdd Association standards. 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. - PRESCRIPTIVE DESIGN 490 W 5msburghor "did'W 197 Project# a. Extreme fiber bending stress: 6. Roof Truss Bracing. Instal permanent bracing for all wood roof trusses as specified below. Follow all . LOT SIZE ,000 S.F.S2 S.F.5s as e>e r j P 9 Pe ZONING GODS OF THE TOWN OF SOUTHOLD �� Size Repetitive Member EXISTING BUILDINGS ADDITIONS OR recommendations specified in Building Component Safety information Guide to Good Practice for Handling. Installing. Restraining � Q 2 x 12 1005 PSI P 9 • NFPA 70 STANDARD LOT SIZE (NO WATER) - 19,756 S.F. ; i 25-025 It ALTERATIONS NOTE: & Bracing of Metal Plate Connected Wood Trusses BCSI-2013 published by the Structural Building Components Association tY `ear view Q u, 2x10 1105PSI _ >, "° o a. Top Chord Plane: Properly installed plywood sheathing with staggered 'pints and correct nailing should EXIST. 1ST FLOOR 1,005 S.F. r M,Nn $ o 2 x 8 1210 PSI ADDITIONS TO AN EXISTING BUILDING adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be c o,01 ►�>4 r:uan $awe"R Scale m 2 x 6 1310 PSI installed at a 45' an le to the truss frami These braces should occur at 3 points on each able end: mids an ENERGY CODE COMPLIANCE 5TATEMENT: EXIST. 2ND FLOOR - ((71$ 5.F J) b. Horizontal Shear. Fv = 75 PSI SHALL COMPLY TO THE PROVISIONS g n9� P g P ° � r.� tl :, J between roof center-fine and wag on each side of center-line and at center line of roof. TO THE BEST OF MY KNOWLEDGE BELIEF AND _ '9 Wm"s AS NOTED Q c. Compression perpendicular to grain: FcL = 405 PSI OF SECTION N1105 (R502) IN EXIST. DECK ba4 S.F. 5 b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace PROFESSIONAL JUDGEMENT THESE CON5TRUGTON d. Compression paragel to grain: Fc = 875 PSI ACCORDANCE WITH THE 2020 should cross at least 4 adjacent trusses and terminate at the truss rid Secure) nal this brace to all members it nor r. S� - I y DOCUMENTS ARE IN COMPLIANCE WITH THE 2020 EXIST. ATTACHED SHED - 61 S.F. -� e. Modulus of elasticity. E: = 1,600,000 PSI R.G.N.Y.S. crosses. instal this bracing at all able or end wag conditions and at 14 foot mininun intervals throughout the truss '~"° ? Date 3 f. Moisture content: 19 ;! maximum g g " ' ENERGY CONSERVATION GODS OF NEW YORK STATE. _ - �° ALTERATIONS TO AN EXISTING system. In EXIST. SHED 100 S.F. , Ilt s �4'/15/2✓ 03 BUILDING SHALL COMPLY TO THE NEW I-STY. ADDTION - 255 S.F. ii PROVISIONS OF SECTION NI IOa (R503) NEW 2ND FL. ADDITION - (Mcl S.F.)) Sheet# M _ IN ACCORDANCE WITH THE 2020 '00rn 4 R.G.N.Y.S. TOTAL 4,67Q/4,0265.F. 2,101 S.F. ,n 7 LOT COVERAGE 20.0 % a.0 % aI H in 13 - - d -13 LOT COV. (NO WATER) 20.0 % 10.6 % In In E . 9 . _ 10 .. . K .. - _. i TABLE R602.30) FASTENING SCHEDULE DESCRIPTION OF BUILDING NUMBER AND SPACING AND ITEM apc FLOOR t ' ELEMENTS TYPE OF FASTENER LOCATION 1 4-8d BOX (2-1/2"x0.113"); OR ROOF 21 JOIST TO SILL, TOP PLATE OR GIRDS 3-8d COMMON (2-1/2"xO.131"); OR TOE NAIL 3-I0d BOX (3"xO.128 9; OR ' 4-8d BOX (2-1/2"xO.113") OR 3-3"xO.131" NAILS BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON (2-1/2"xO.131"); OR I OR RAFTERS TO TOP PLATE 3-I0d BOX (3"xO.128"); OR TOE NAIL RIM JOIST, BAND JOIST OR BLOCKING 8d BOX (2-1/2"xO.113") 4" O.G. TOE NAIL 3-3"xO.131" NAILS 22 TO SILL OR TOP PLATE (ROOF 8d COMMON (2-1/2"xO.131"); OR o 6 } APPLICATIONS ALSO) Iz w ui C: w z 4-8d BOX (2-1/2"xO.113"); OR IOd BOX (3 xO.128 )• OR 6 O.G. TOE NAIL 3-8d COMMON (2-1/2"xO.131"); OR 3"xO.131" NAILS ° a - 1=° a ° w w 2 CEILING JOIST TO TOP PLATE PER JOIST TOE NAIL v > U. c� w 0 _ _ 3-I0d BOX (3 xO.128 ); OR 3-8d BOX (2-1/2"x0.113"); OR w o w O w n Q 1- U. 3-3"x0.131" NAILS I"x6" SUBFLOOR OR LESS TO EACH 2-8d COMMON (2-1/2"xO.131")• OR a z w � _ >• m o m 1.- o 23 „ „ FACE NAIL mF- U- w0z = m1- 01- � G G JOIST OTATTACHED TO JOIST 3-I0d BOX (3 xO.128 )• OR w 0 o w It a 0 a z = z 4-IOdBOX (2-1/2xO.12.b ); OR ctw1- o- a � � wwFww PARALLEL RAFTER, LAPS OVER „ „ 2 STAPLES, I GROWN Ib a., 1-5/4 LONG a ) z 0 w O a 1_ 3 PARTITIONS (SEE SECTION R802.4.2. 3-16d COMMON (3-1/2 xO.162 ); OR FACE NAIL w w Im z = TABLE R301 .2. 1 .2 HOOD STRUGTURAL PANELS WITH A THIGKNESS OF AND TABLE R802.5.2) co 4-3 x0.131 NAILS FLOOR z a � w 0 w F- 0 o w u ix WIND-BORNE DEBRIS PROTECTION FASTENING NOT LESS THAN 7i(6 INGH (I I MM) AND A SPAN OF CEILING JOIST TT TO LL_ 00 W w _o N m W a PARALLEL RAFTER (HEEL JOINT) (SEE 3-I6d BOX (3-I/2"x0.135")• OR 0 4 TABLE R&02.5.2 FACE NAIL 24 2" 5UBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL o w - z w z Q o - SCHEDULE FOR WOOD STRUCTURAL PANELS NOT MORE THAN 8 FEET (2438 MM) SHALL BE SECTION R802.5.2 AND TABLE 2-16d COMMON (3-1/2"xO.162") ( zz Q < jR a. w 1.- a � abti� PERMITTED FOR OPENING PROTEGTION. PANELS R802.5.2) = w O z F - 0 FASTENER SPACING (INCHES)"" 25 2" PLANKS (PLANK $ BEAM-FLOOR 8 3-16d BOX (3-1/2"xO.135"); OR AT EACH BEARING, FACE _ _ - = Q SHALL BE PREGUT AND ATTAGHED TO THE COLLAR TIE TO RAFTERM FACE NAIL 4-10d BOX (3 xO.128 ); OR FLOOR) 2-16d COMMON (3-I/2NO.I62") NAIL ~ ~ ~ FASTENER TYPE PANEL SPAN 4 FEET 6 FEET 5 OR 1-1/4"x20 GA RIDGE STRAP TO 3-I6d COMMON (3"xO.148"); OR FACE NAIL EACH RAFTER <4 FEET <PANEL SPAN <PANEL SPAN FRAMING SURROUNDING THE OPENING GONTA I N I NG <6FEET <8FEET RAFTER 4-3"xO.131" NAILS 3-Ibd BOX (3-1/2NO.162") - THE PRODUGT WITH THE GLAZED OPENING. PANELS 26 BAND OR RIM JOIST TO JOIST 4-10 BOX (3"xO.128"), OR AT EACH BEARING, FACE o CM 8 WOOD 5GFZEH SHALL BE PREDRILLED AS REQUIRED FOR THE 3-16d BOX (3-1/2"xO.135"); OR 2 TOE NAILS ON ONE SIDE 4-3"xO.13f" NAILS; OR NAIL N "' BASED ANCHOR 3-10d COMMON NAILS (3NO.148"); OR AND I TOE NAIL ON 4-3"A4 GA. STAPLES, �/16" GROWN r uj 0 ANGHORAGE METHOD AND SHALL BE SEGURED 6 RAFTER OR ROOF TRUSS TO PLATE N M HITH 2" 4-10d BOX (3"xO.I2.59; OR OPPOSITE SIDE OF EACH ' N EMBEDMENT I6 10 8 WITH THE ATTAGHMENT HARDHARE PROVIDED. 4-3"x0.131" NAILS RAFTER OR TRUSS 20d COMMON (4"xO.la2"); OR NAIL EACH LATER AS ui z ti ti LENGTH ATTAGHMENTS SHALL BE DESIGNED TO RESIST oLLows: 32 O.G. AT TO > a 10 WOOD SCREW 4-16d BOX (3-1/2"xO.I35"); OR AND BOTTOM STAGGERED Q V N N Co ASED ANCHOR THE COMPONENT AND CLADDING LOADS 3-10d COMMON NAILS (5NO.148"); OR Z a DETERMINED I N AGGORDANGE HITH EITHER TABLE 4-1 Od BOX (3 xO.12.b ), OR 27 IOd BOX (3"x0.128"); OR 24" O.G. FAGS NAIL AT o it M w TOE NAIL BUILT-UP GIRDERS AND BEAMS, 0 Ix HITH 2" 16 12 Cl 2-INGH LUMBER LAYERS 3"xO.131" NAILS TOP AND BOTTOM ON w w ---- L EMBEDMENT R3OI.2(2) OR ASGE 7, HITH THE PERMANENT ROOF RAFTERS TO RIDGE, VALLEY 4-3"x0.131" NAILS o OPPOSITE SIDES a u- - ENGTH 7 OR HIP RAFTERS OR ROOF RAFTER a m GORROSION-RESISTANT ATTAGHMENT HARDHARE TO MINIMUM 2" RIDGE BEAM 3-I6d BOX (3-1/2"xO.135"); OR AND: v 5 LAC, SGREI�I PROVIDED AND ANGHORS PERMANENTLY 2-16d COMMON NAILS (3-1/2"xO.1629; OR 2-20d COMMON (4"xO.Ic[2")• OR FACE NAIL AT ENDS AND N BASED ANCHOR END NAIL to " EMBEDMENT 16 16 16 INSTALLED ON THE BUILDING. ATTAGHMENT IN 3-IOd BOX NAILS 128"); OR 3-IOd BOX NAI LE 128"); OR AT EACH SPLICE �° 3-3"x0.131" NAILS 3-3"x0.131" NAILES ENGTH ACCORDANCE HITH TABLE R301.2.1.2 15 4-16d BOX (3-1/2"xO.I35"); OR PERMITTED FOR BUILDINGS HITH A MEAN ROOF WALL BUILT-UP GIRDERS AND BEAMS, 3-16d COMMON (3-1/2"x0.128")L OR AT EACH J015T OR FOR 51: I INGH=25.4rnm,I FOOT=3o4.8rnm,I POUNT=4.448N,I MILE PER HOUR=0.441m/s 28 2-INGH LUMBER LAYERS " " a. IASNTR�FI5B�A BASED ON 180 MPH ULTIMATE DE516N WIND SPEEDS Vult AND A 45-FOOR HEIGHT OF 45 FEET (13 -725 MM) OR LESS HHERE �� 4-I6d BOX )3 xO.I28 ); OR RAFTER, FACE NAIL V b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS POF THE WOOD STRUCTURAL PANEL. THE ULTIMATE DESIGN HIND SPEED, VULT, IS 1&0 Ibd BOX (3-I/2 x0.162 ) 24 O.G. FAGS NAIL 4-3 x0.131 NAILS FASTENERS SHALT_BE LOCATED NOT LESS THAN I INCH FROM THE E06E OF THE PANEL. 8 STUD TO STUD (NOT BRACED WALL 2-I0d BOX (5NO.I28") OR 2-8d a" PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN MPH (2c[0 KPH) OR LESS. PANELS) 10d BOX (3NO.128"); OR „ �� EACH END TOE NAIL m C.ANCHORS SHALL I „ „ 16 O.G. FACE NAIL 2a BRIDGING OR BLOCKING TO JOIST COMMON (2-1/2 xO.131 ; OR 2-3 xO.131 ) EMBEDMENT LENGTH OF NOT LES5 THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN:214 INCHES FROM THE EDGE OF 3 xO.131 NAILS CONCRETE BLOO',OR CONCRETE. NAILS f` d.PANELS ATTACHED TO MA50NRY OR MASONRY/STUCCO SHALL BE ATTACHING USING TABLE R301 .7 Ibd BOX (3-1/2"xO.135"); OR V ANCHORS HAVING AN ULTIMATE WITHDRAWAL GAPAGITr OF NOT ALLOWABLE DEFLECTION OF 3NO.131" NAILS 24" O.G. FAGS NAIL LESS THAN 1500 OUNDS, STUD TO STUD (NOT BRACED WALL SPACE OF FASTENERS W STRUCTURAL MEMBERS bf- Q PANELS) I6d COMMON (3-1/2"xO.162") 16" O.G. FACE NAIL ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERap� INTERMEDIATE EDGES In 'e STRUCTURAL MEMBER ALLOWABLE (INCHES) SIUPPORTS` DEFLECTION I6d COMMON (3-1/2"xO.1629 I6 O.G. EACH EDGE FACE (INCHES) O U BUILT-UP HEADER (2" TO 2" HEADER NAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO F'TAMING RAFTERS HAVING SLOPES GREATER THAN 10 HITH 1/2" SPACER lb" O.G. EACH EDGE FACE AND PARTICLEBOAD WALL SHEATHING TO FRAMING TABLE R301 .5 5:12 WITH FINISHED 6EILIN6 NOT L/180 Ibd BOX (3-1/2 xO.135 ) NAIL 6d GOMMIN (2"xO.113") NAIL MINIMUM UNIFORMLY ATTACHED TO RAFTERS 5-8d B (SUBFLOOR, WALL)OX (2-I/2"x0.113"); OR 6 f DISTUBUTED LIVE LOADS INTERIOR WALLS AND PARTITIONS H/180 II CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2"xO.131"); OR TOE NAIL 30 3/8"-I/2" 8d COMMON (2-I/2"x0.131") NAIL 12 (IN POUNDS PER SQUARE FOOT) FLOORS L/360 4-10d BOX (5NO.128") (ROOF;IOR RSR-OI (2-3/8"xO.II5") NAIL (ROOF) USE LIVE LOAD Z I6d COMMON (3-1/2"xO.162") 16" O.G. FACE NAIL CEILINGS WITH BRITTLE FINISHES 8d COMMON NAILS (2-I/2"x0.131")• OR F UNINHABITABLE ATTICS b � 10 (INCLUDING PLASTER AND STUCCO L/360 12 TOP PLATE TO TOP PLATE 31 la/I6"-I" ,� 6 12 IOd BOX 3"x0.128" ; OR RSR-OI (2-I/2 x0.131„) DEFORMED NAIL WITHOUT STORAGE 3"xO.131" NAILS 12 O.G. FACE NAIL IOd COMMON (3"x0.148") NAIL OR UNINHABITABLE ATTIGS HITHb,9 20 GEILIN05 HITH FLEXIBLE FINISHES O LIMITED STORAGE (INCLUDING GYPSUM BOARD) L/240 8-Ibd COMMON (3-I/2„x0.162 ); OR FACE NAIL ON EACH SIDE 32 I-I/8"-I-I/4" 8d (2-1/2"xO.131") DEFORMED NAIL 6 12 HABITABLE ,ATTIG5 AND ATTIG5 30 12-I6d BOX (3-I/2"x0.135"); OR F END JOINT (MINIMUM 24' 15 DOUBLE TOP PLATE SPLICE LAP SPLICE LENGTH EACH OTHER WALL SHEATHINGg N ALL OTHER STRUCTURAL MEMBERS L/240 SERVED WITH FIXED STAIRS 12-10d BOX (3"xO.128'); OR BALCONIES (EXTERIOR) AND DECKS' 40 " 12-3"xO.131" NAILS SIDE OF END JOINT) 1-1/2" GALVANIZED ROOFING NAIL 7/16" EXTERIOR WALLS - WIND LOADS WITH I/2" STRUCTURAL GELLUL051G ' H/360 33 HEAD DIAMETER OR 1-1/4"x LONG 16 GA. 3 6 tu PLASTER OR STUCCO FINISH FIBERBOARD SHEATHING O FIRE ESCAPES 40 STAPLE WITH 7/I6" OR I" GROWN (L/ BOTTOM PLATE TO JOIST RIM JOISTS Ibd COMMON (3-1/2"xO.162") 16" O.G. FACE NAIL d h a I-3/4"GALVANIZED ROOFING NAIL 7/I6" JL GUARDS AND HANDRAILS 200 EXTERIOR WALLS - WIND LOADS WITH 14 BAND JOIST OR BLOCKING (NOT AT „ 25/32" STRUCTURAL CELLULOSIC Q W H/240 Ibd BOX (3-I/2 x0.135 ); OR 34 HEAD DIAMETER OR I-I/2 x LONG 16 6A. 3 6 W IZ GUARD IN-FALL COMPONENTS f 50 OTHER BRITTLE FINISHES BRACED WALL PANELS) 12 O.G. FACE NAIL FIBERBOARD SHEATHING ' „ to V 3 xO.131 NAILS STAPLE WITH 7/16 OR I GROWN � - PASSENGER VEHICLE GARA6ESa 50a a 1-1/2" GALVANIZED ROOFING NAIL; V Z Ix _ EXTERIOR WALLS - WIND LOADS WITH a BOTTOM PLATE TO JOIST, RIM JOIST, 3-Ibd BOX (3-I/2"x"); OR 3 EACH 16" O.G.FAGE NAIL d ' H/120 35 1/2" GYPSUM SHEATHING STAPLE GALVANIZED, 1-1/2" LONG; � FLEXIBLE FINISHES 15 BAND JOIST OR BLOCKING (AT 2-Ibd COMMON (3-I/2"x0.162"); OR 2 EACH I6" O.G. FAGS NAIL 7 7 w Q � ROOMS OTHER THAN SLEEPING ROOMS 40 BRACED WALL PANEL) 4-3"xO.131" NAILS 4 EACH 16" O.G. FACE NAIL 1-5/8" SGREHS, TYPE W ORS O A W SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VENEER I-3/4" GALVANIZED ROOFING NAIL; Z (n O WALLSe L/600 4-8d BOX (2-1/2"xO.113"); OR 36 5/5" GYPSUM SHEATHING d STAPLE GALVANIZED, 1-5/8" LONG; 7 -7 =1 w Z I STAIRS 40 3-16d BOX (3-1/2"xO.135"); OR 1-5/8" SGREHS, TYPE W ORS X FOR SUBNOTE-5 REFER TO THE 2020 ROWS, FOR 5UBNOTES REFER TO THE 2020 RGNYS 4-8d COMMON (2-1/2"x.0.13f"); OR TOE NAIL F- 4-I0d BOX (3"zO.128"); OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING TABLE R301 Q .20) �-' 16 TOP OR BOTTOM PLATE TO STUD 4-3"x0.131 NAILS .� O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 6d DEFORMED (2"xo.120") NAIL; OR Ill 3-I6d BOX (3-1/2"xO.135"); OR 37 3/4" AND LESS 6 12 W .J _J � 8d COMMON (2-I/2"x0.131") NAIL � 2-I6d COMMON (3-1/2"xO.162")• OR -I WIND DESIGN SUBJECT TO DAMAGE FROM END NAIL U� - O GROUND SEISMIC WINTER ICE AIR MEAN „ d 1.OPOG- SPECIAL FLOOD 3-I0d BOX (3 x.0.128 )• OR 8d DEFORMED (2-1/2"xO.131") NAIL; OR K SNOW SPEED , DESIGN a FROST LINE C. DESIGN BARRIER„ HAZARDS FREEZING ANNUAL „ 38 7/8"-I" b 12 LOAD F APHIC k WIND I DEBRIS CATEGORY WEATHERING b TERMITE TEMP REQUIRED INDEX TEMP) 3-3 x0.131 NAILS 8d COMMON (2-1/2 xO.120 ) NAIL <(MPH) m DEPTH 3-8d BOX (3 xO.128 ), OR 10d DEFORMED (3"xO.148") NAIL; OR 1FF T REGION ON �� • I MILE GALL TOP PLATES, LAPS AT CORNERS AND 39 I-I/8"-I-I/4" 6 W FROM BOF 3 FT. MODERATE SEE PLANS 17 2-I6d COMMON (3-I/2 x0.162 ); OR FAGS NAIL „ „ 12 INTERSECTIONS 8d COMMON (2-I/2 x0.120 ) NAIL (] 20 psf 130 VULT NO NO B SEVERE YES Saa 51 3-3"x0.131" NAILS FOR Si: I INCH = 25.4MM, I FOOR = 304.8MM, I MILE PER HOUR = 0.448 MIS; I KSI = 6.8G5 MPA. -a COAST BFG TO HEAVY BELOW XAMINER O � AND FI OFFICE 3-8d BOX (2-1/2 xO.113 ); OR v Q a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING MANUAL J DESIGN CRITERIA 18 1" BRACE TO EACH STUD AND PLATE 2-2-10 COMMON (2-I/2 d BOX (3"x0.128" OR); OR 1"); OR FACE NAIL AND SHEATHING GONNEGTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK � DIAMETER OF O.I�i2 INCH (20D COMMON NAIL) a0 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER E WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING 2 STAPLES 1-5/4" m ELEVATION LATITUDE DESIGN TEMPERATURE TEMPERATURE THAN 0.177 INCH, AND 100 K51 FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. z HEATING COOLING CORRECTION FACTOR 3-8d BOX (2-I/2"x0.113"); OR b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INGH ON DIAMETER GROWN WIDTH. 0 - TEMP COOLING DIFFERENCE 2-8d COMMON (2-1/2"xO.131"); OR c. NAILS SHALL BE SPAGED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR 3: •g 108 FT 41 N 15 OF 86 F 1.00 70 F 75 F 55 F la I xb SHEATHING TO EACH BEARING 2-I0d BOX (3"x0.128"); OR FACE NAIL GREATER o a` COOLING WIND WIND COINCIDENT WINTER SUMMER 2 STAPLES, I" GROWN, 1-5/4" LONG d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY cl-FOOT PANELS SHALL BE APPLIED VERTICALLY. TEMPERATURE VELOCI VELOCITY WET BULB DAILY RANGE HUMIDI HUMIDITY g DIFFERENCE HEATING COOLING 3-8d BOX (2-1/2"xO.113"); OR P_ SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R&0233(2). Date Revision/Issue II°F 15 MPH 7.5 MPH 720F MEDIUM (M) 40% 32 6R @ 50% RH 2-8d COMMON (2-1/2"xO.131"); OR f. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE FOR 51: 1 POUND PER SQUARE FGOT=0.04"14 kPa,I MILE PER HOUR=0.44"Im/s 2-10d BOX (3"xO.128"); OR SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPAGED AT 6 INCHES ON CENTER WHERE THE 8/21/25 REV I A5 PER OWNER FOR SUBNOTES REFER TO THE 2020 ROWS 3 STAPLES, I" GROWN, 16ga., 1-3/4" LONG ULTIMATE DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE'FABLE R402.2 I"x8" WIDER SHEATHING TO EACH DESIGN WIND SPEED IS 150 MPH OR GREATER BUT LESS THAN 140 MPH. 4//22/25 REV 2 AS PER OWNER MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 20 BEARING WIDER THAN I„ FACE NAIL GYPSUM SHEATHING SHALL CONFORM TO ASTM G13cib AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 2'53. 4-8d BOX (2-I/2 „"x0.113")• OR g' q/26/25 REV 3 AS PER OWNER MINIMUM SPECIFIED COMPRESSIVE STRENGTH a(F'C) ORAL NOTES 3-8d COMMON (2-1/2"xO.131"); OR FIBERBOARD SHEATHING SHALL CONFORM TO ASTM G208. h. SPAGIN6 OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING 11/7/25 REV 4 A5 PER T05 TYPE OR LOCATIONS OF b 3-IOd BOX (3 x0.128 ); OR MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPAGINO OF FASTENERS ON ROOF SHEATHING CONCRETE CONSTRUCTION WEATHERING POTENTIAL la THE MECHANICAL SYSTEM SHALL 4 STAPLES, I" GROWN, 16 a., I-3/4" LONG PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOGKIN6 OF Drawn By: BE INSTALLED IN ACCORDANCE NEGLIGIBLE MODERATE SEVERE WITH CHAPTERS 12-24 OF THE ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT D� 2020 RCNY5. 6) IN ACCORDANCE WITH SECTION R8O7.1, BUILDIIN65 WITH AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500` COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL SOLID BLOCKING. CONCRETE NOT EXPOSED TO THE WEATHER 2) THE PLUMBING SYSTEM SHALL BE HAVE AN ATTIC ACCESS OPENING TO ATTIG AREAS THAT I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE, Project# INSTALLED IN ACCORDANCE WITH HAVE A VERTICAL HEIGHT OF 30 INCHES (`162 MM) OR PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN 25-025 n BASEMENT SLABS AMID INTERIOR SLABS ON 2,500 2,500 2,500` CHAPTERS 25-33 OF THE 2020 GREATER OVER AN AREA OF NOT LE55 THAN 30 SQUARE ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. c GRAPE, EXCEPT 6ARA6E FLOOR SLABS ROWS. FEET (2b M2). THE ROUGH-FRAMED OPENING SHALL NOT J. RSR5-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. u BE LESS THAN 22"X30" AND SHALL BE LOCATED IN A Scale BASEMENT HALLS, FOUNDATION HALLS, EXTERIOR a) INSULATION MATERIALS SHALL EXHIBIT A FLAME WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000d 3,000d 3) ELECTRICAL EQUIPMENT AND WIRING HALLWAY OR OTHER LOCATION WITH READY ACCESS. SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- AS NOTED EXPOSED TO WEATHER SHALL BE INSTALLED IN ACCORDANCE DEVELOPED INDEX NOT TO EXCEED 450 WHERE WITH CHAPTERS 34-43 OF THE 2020 7) IN ALL WALL, FLOOR AND ROOF/GEILIN6 TESTED IN ACCORDANCE WITH ASTM E84 OR UL PORCHES, GARPORT SLABS AND STEPS EXPOSED 2,500 3,000dey 3,500d�r RGNYS• ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE 723 IN ACCORDANCE WITH SECTION R302.10. 12) IN ACCORDANCE WITH SECTION R314, APPROVED 11 - - ' F Date TO THE WEATHER, AND GARAGE FLOOR SLABS SHALL COMPLY WITH THE VAPOR RETARDER NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR r 4/I5/25 4) ALL GLAZING IS TO COMPLY WITH SECTION R308. REQUIREMENTS OF SECTION R702:T. 10) INTERIOR WALL COVERING SHALL BE INSTALLED IN ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE °'```;' 1 8 FOR 51: 1 POUND PER SQUARE INCH = 6.aa5 kPa PLAINLY VISIBLE AND LEGIBLE FROM THE STREET ACCORDANCE WITH 5EGTION R-102 AND EXTERIOR ! i Sheet# A.AT 28 DAYS PSI. 5) IN ACCORDANCE WITH SECTIONS R303.77 AND R303,b 8) WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME OR ROAD FRONTING THE PROPERTY. _ _ ____ __� " WALL COVERIN6 SHALL BE INSTALLED IN ACCORDANCE B.SEE TABLE R30I2(U FOR WEATHERING POTENTIALSPREAD CLASSIFICATION OF NOT GREATER THAN "' S C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUB.ECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE WITH SECTION R703. _ u AGGORDANGE WITH FOOTNOTE:D. PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, 200 AND A SMOKE-DEVELOPED INDEX OF NOT 15) STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE ' D.CONCRETE SHALLSHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LES5 THAN 5 PERCENT OR MORE THAN INCLUDING LANDINGS AND TREADS. GREATER THAN 450 IN ACCORDANCE WITH SECTION WITH SECTION R311.i AND HANDRAILS SHALL BE E.SEE SECTION R402.2 FOR MAXIMUM GEMENTITIOUS MATERIAL CONTENT. R302A. II) ASPHALT SHINGLES SHALL BE INSTALLED IN a ACCORDANCE WITH SECTION Ra05.2. PROVIDED IN ACCORDANCE WITH SECTION R311.7.8. F.FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LE-55 0 THAN 3 PERCENT 15 PERMITTED IF THE SPECIFIED GOMPRE551VE 5TRE:NGTH OF THE CONCRETE 15 INCREASED TO NOT LE55 THAN 4,000 P51. D 0 I, J i i 3 S S y U 0 0 i NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION M w, (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H. GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) NOTE: (SEE FLOOR PLANS FOR LOCATIONS) RIDGE A ALL 5TR'APPIN(9 TO BE 11/4"X20 GAUGE STEEL OR BOARD SECOND FLOOR ATTACHMENT SNEEETABLE R301.2(I) sHT. N-I, TYPICAL TYPICAL ' - O I ED STRAP SPACING CORNERS 'S1MP50N EC�UIVALENT G52 (COL ) ROOF (REQUIRED FOR ALL NEW CONSTRUCTION FOR WIND SPEED ALL COIL 5TRAPPIN5 TO HAVE MINIMUM 12" BEARING ON WALL STUDS AND SECOND FLOOR ADDITIONS) 25 (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. RAFTER " WEND ZONE) 6" MIN. ,� • ) � �'R ' ;.;''�:°�1. �'`� SPEGIFIC:ATIONS) ALL STRAPPING TO BE SPACED AT Irbil O.G. 30" (INTERIOR ZONE) 12" MAX. �' .. ALL CONNECTORS IN CONTACT W/ P.T. WOOD SHALL BE FINISHED IN 'ZMAX POT HOT-DP GALVANIZED OR STAINLESS STEEL COLLAR TIE @ 52" O.G. MAX. L _ WHEN RIDGE Is STRAPPED. ? O H v a O a O AT RAFTER TO RIDGE CONNECTION G.T. @I6 O.G. WHEN NO SIMPSON HHDQII-SD52.5 OR U > W U W p = W _ FOR RIG'GE STRAP - 3-Sd COMMON NAILS OR STRAPPING Is USED. "SIMP50N" H008-5053 2-I6d COMMON a z rn 0 = r m_ o y O N W I- F- u_ 3-I0d BOX NAILS IN EA. END OF STRAP. PLAN NAILS@ 6" O.G. Q Wc~iow � Q = a �- OI- � FOR FULL LENGTH MWI- a4WMWw � ww FOR ALT. GOLLAR TIE - 10-I0d COMMON NAILS OR ROOF BLOGKIN6 OF STUD � a m � 3 z 5-12d BOX NAILS IN EA. RAFTER @ ENDWALL n. O Z _ O U W U U i; � WJWI— O Q' END. \ u u z !Y V � ' OV) !2LLJ J 3 5Q. x I/4 WASHERS w p W z cn z O a = . — — — — — — 4 END NUT SETUP f7- � a- Qa < LL 22 awU. Ix CEILING _ w � CL _ � = Zi Jo DOUBLE SILL PLATE ON I— a JOIST COPPER TERMITE SHIELD w AT RAFTER TO TOP PLATE "SIMPSON" H1400II-5052.5 OR w/ SILL INSULATION TO STUD CONNECTION "51MP50N" HDQ8-SD53 Wall DIA. ANCHOR N � 1-1/4"x20 GA. - z BOLTS (TYP.) ui E H8 BY "SIMPSON 5-I0d COMMON NAILS STL. STRAP OR AT EA. END OF STRAP "51MPSON" Gs-20 FIRST FLOOR ATTACHMENT POURED CONCRETE `n N ALL STRAPPING, ANCHORS HOLD DOWNS, 8 } c (REQUIRED FOR ALL NEW CONSTRUCTION FOUNDATION WALL Uj z N t. L ADHESIVES TO BE INSTALLED AS PER AND FIRST FLOOR ADDITIONS) > W I ti CoMANUFACTURES SPECIFICATIONS. Q U N N zQ ;=r� O M M M I— W t0 tC SECTION LLI_J a o NOTE_ z "SIMPSON" HHDQII-SD52.5 INOUSE S5/8" DIA. ANCHOR BOLTS W/ MINIMUM 7" EMBEDMENT INTO o m (2-5TY. STRUCTURES) OR FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR "51MP50N" H008-5053 2-16d COMMON CONCRETE W/ 3" 5QUAR.E x 1/4" WASHERS AND END NUT SETUP. (I-STY. STRUCTURES ONLY) NAILS @ 6" O.G. JOIST TO HEADER CONNECTIONS PROVIDE "SIMI'SON" SHOE PL. 2) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED FOR FULL LENGTH BY HOLD DOV4N5 FOR"L55U210" ADJUSTABLE HANGER. '. sUBFLR. BLOCKING OF STUD 3,) ONE ANCHOR BOLT IS TO E OGATED BETWEEN 6" MINIMUIM TO • RIM JOIST FLOOR @ ENDWALL ii 12" MAXIMUM FROM ENDS AND CORNERS. AT STUD TO FLOOR ASSEMBLY J015T , TO STUD CONNECTION Q • (ONLY APPLICABLE FOR TWO-STORY TOP PL. CONFIGURATIONS) a;H a SPLICING OF TOP PLATE FOR STRAP - 4-5d COMMON NAILS II '• Q AT EACH END OF STRAP "5IMP5ON" cv a (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) MT5 16 - FOR ALTERNATE - 14-IOCI NAILS AT EA. STRAP, 7/8" DIA. THREADED ROD (I" DIA. FOR�HHDQI I) W� L "SIMPSON" MT5 16 AS PER MANUF'R.5 R.EQ'T5. EMBEDDED 12-1/2 INTO CONCRETE W/ 51MPSON a TOP PLATE SPLICE TOP PLATE SPLICE (TWO STRAPS TOTAL) ET (HIGH STRENGTH EPDXY ADHESIVE) 4 FOR (MEETS OR EXCEEDS UPLIFT 1-1/4"x20 GA. TEMPERATURES (O DE6. TO 40 DEG F) USE REQUIREMENTS REQUIREMENTS O U os STL. STRAP OR 'SIMPSON' AT (HIGH STRENGTH AGRYLIG ADHESIVE) ONE STORY SLAB ON GRADE ALL OTHER CASES 3, FOR SECOND - STRAPPING TO OVERLAP "SIMPSON" G5-20 FLR. ADDITIONS FIRST 8 SECOND FLOOR - Z BUILDING MINIMUMI BUILDING MINIMUMI STUDS BY MIN. 12" N 7 DIMENSION (FT.) SPLICE LENGTH DIMENSION (FT.) SPLICE LENGTH SHOE PL. 121.011 3'-0" 12'-O" 2'-0" NOTE: 5UBFLR. 16'-O" 4'-0" 16'-O" 3'-0" ALL GLIP5 4 STRAPS CAN BE MOUNTED RIM JOIST FLOOR 20'-O" 5'-0" 20'-O" 4'-0" FROM EITHER ALL EXTERIOR OR ALL JOIST NOTE: TYPICAL EXTERIOR WALL GON5T, INTERIOR, BUT NOT A COMBINATION OF BOTH. 24'-OTT 6'-O" 24'-O" 4'-O" STUDS � WALL TO SEE FLOOR PLANS SILL PL. ALIGN w/ F.J. 3/4" SUB FLOOR GLUED $ NAILED 28'-O" 7'-0" 28'-0" 5"-0" AT STUD TO FLOOR ASSEMBLY 2x FL. JTS SEE PLANS TO SILL PLATE CONNECTION BLOCKING 32'-o" 8'-0" 32'-O" 6'-0" IN5UL. AS PER PLANS 36 O cl-O 36 O 7 O d 11 �� e � n u_ " FOR STRAP - 4-8d COMMON NAILS - AT EACH END OF STRAP STRAPPING: 40'-O" 11'-0" 40'-O" 8'-0" WRAP STRAPPING UNDER SIL PLATE • 4-I0d COMMON NAILS SO'-O" 13'-O" 501.0" 10'-0" EA. END OF STRAP w to 60'-OTT16'-O" 60'-O" 12''-O" -a U } 70'-O" -O" 70'-O" 14'-O" SOFFIT MATERIAL AS PER ELEVATIONS "z b — 1-1/4"x20 GA. _ 12 80'-O" 22'-0" 80'-O" I6'-O" LU W Q r STL. STRAP OR MIN. Q 0 STRAPPING: AT STUD TO FLOOR ASSEMBLY "51MP50N" GS-20 - z .., cv - 4-I0d COMMON NAILS � EA. END OF STRAP TOP PLATE TO SILL PLATE CONNECTION — OR MT512 CONNECTOR BY "SIMPSON" IJ TABULATED SPLICE LENGTHS ASSUME TOP SPLICE LEN6TIH N w Z NAILED AS PER MANUF'RS REG T5. PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS IIn Q (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 'a'•. TYPICAL EXTERIOR WALL GONST. 5PAGING SHALL BE REDUCED IN ORDER TO PROVIDE FOR STRAP - 4-Sd COMMON NAI • SEE FLOOR PLANS AN EQUIVALENT NUMBER OF NAILS. 1 AT EACH END OF STRAP W• a e. a • 2J TABULATED SPLICE LENGTHS ASSUME A MEAN ROOF v HEIGHT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 WRAP 5TRAPPING UNDER SIL PLATE 4 a FEET OR LESS,THE TABULATED VALUES SHALL BE n ,^ J CANTILEVER DETAIL (TYP) PERMITTED TO BE MULTIPLED BY 080. VJ `O a 1J-- N END VIEW SECTION Ca NAILING & STRAPPING AT E N FLOOD ROOF INSTALL #lOx2 " 5i8" MIN. FROM BOTTOM EXTERIOR WINDOW I DOOR HEADERS PLYwooi' LEN6TH ' DIAPHRAGM BRACING STRONG-DRIVE® SD OF BEAM T GETTER SCREWS TO SIDE OF OF LOWEST FASTENER (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) c�a o ' o a (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) THE BEAM SHOWN NAILING SCHEDULE �B' : (2018W.F.C.M.) RATIO LIMITS = H/L <_3 1/2 BEAM AND ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS A PLYWOOD NOT SHOWN Date Revision/Issue COLUMN BY NOTATION FOR CLARITY 8/21/25 REV I AS PER OWNER RIDGE DESIGNER ROUGH A B C D E F SOLID BLOCKING ® 9//22/25 REV 2 A5 PER OWNER OPENING SEAMS q/26/25 REV 3 AS PER OWNER FLOOR PLANS) ~ BLOGKIN6 2 BAYS 2'-O" 2 (I) 2x4 I I I I ___ ___ BACK @ 48" o.c. MINIMUM 3 Y4" D A II/1/25 REV 4 AS PER TOS INSIDE COLUMN 4'-0" 4 (1) 2x4 2 2 2 2 - ATTIC Q DIAMETER Drawn B K 6'-O" 6 (2) 2x4 OR (1) 2x6 3 3 3 3 y: 8'-O" 8 (2) 2x4 OR (I) 2x6 3 3 3 3 E g PLYWOOD SHEATHING 17E; w C (SEE NAILING SCHEDULE) 771 GMST STRAP 1 O'-O" 10 (2) 2x6 4 4 4 4 IY2 MIN. i i i i i Project# 12'-0" 12 (2) 2x6 5 5 5 5 25_O25 HD3B HOEDOWN ® MINIMUM EDGE NOTATIONS: HOLD DOWN SEE FIRST 4 SECOND FL. DISTANCE TO ANCHOR, A DETAILS THIS SHEET n AS PER MANUFACTURER A. NUMBER OF 8d NAILS AT EA. END OF STRAPPING Scale o ry e• NUMBER OF SILL STUDS ON FLAT (DOES NOT APPLY TO FS NOTED _ DOORS) ° C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF 3 NOTE: Date ° I. SHEATHING AS PART OF 5HEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN 4/15/25 >r BLOCKING 2 BAYS MIN. EDGE DISTANCE TO HEADER ANCHOR, AS PER ° ° D. NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT z �� ° SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. BACK � 48 o.c. m MANUFACTURER KING STUD TO END OF HEADER AT EAGH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF 5TRUGTURE SEE DETAILS THIS SHEET. EXCEPTION: E. NUMBER OF JACK STUDS AT EAGH END OF HEADERS Sheet# WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRAGS 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD N (ASSUME DOUBLE HEADERS) NOTE: PATH. 4 THE GABLE EI-NOT RL UI WHEN A HIP ROOF SYSTEM IS USED, F. NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 11/4"X20 GAUGE 7 BLOGKING IS NOT REQUIRED. HOLLOW COLUMN DETAIL JACK STUDS TO END OF SILL(S) AT EACH SIDE (DOES NOT STEEL OR 'SIMPsoN' EQUIVALENT SHEARWALL SEG. DETAIL (TYP) ® .a APPLY TO DOORS 0520 (GOILED STRAP) N tY U7 I i y C N A B . ' WALL LEGEND GENERAL DEMOLITION NOTES A-4 ` A-4 HELICAL PILE (TYP.; / ^ G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO - - - - - - -� COORDINATE WITH I. STRUCTURAL DWGs) EXISTING WALLS TO REMAIN PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND I I (2) LAYERS OF BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE I I 3/4" PLYWD. SURFER. 2" RIGID (R-10) INSUL. BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. W/ OVERLAPPED MIN. 2' LONG HORIZ. $ i°:'(, 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT _ _ _ _ I SEAMS ATOP SL VERT. EXTENDED TO T.O. L — — — — — — J NAILED 4 GL SLAB (TYPICAL) THE WORK. EXIST G.S. ACCESS Ir '.�.." S NEW WALL5 2 N4" WOOD -_ -- k - -- - GUT EXIST. FND. WALL i 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED r I DOWN A5 REQ'D FOR NEW m w z 5TUD5 @ 16" O.G. REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL NEW GRAWL SPACE I SLAB. TIE NEW SLAB EXIST. o Q v Fa- U.'o Q w w INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL w/ 14" LONG #5 REBAR5 ❑ L) U_ v vi w ❑ PROV'D 6 MIL. ; ; 0 24" O.G. USING NON-SHRINK W z N ~ } m o o WORK TO BE RECESSED BEHIND FINISHED SURFACES. POLYETHYLENE - - -- - I a 1• 8" P.G. FOUND. WALL ON P.G. FTC. = VAPOR BARRIER .:.: I�- w a w W 1= w . ~ dJ tl_ p SLAB I' � I -ii i NEW SLAB � GROUT Wt~iow � � paZ = zv Uj (COORDINATE W/ 5TRUGT. DWG5.) x i I I = x GRO55 HATCH INDICATES i ON GRAD 6" POURED GONG. SLAB m a z o w o m m ��_ I I oWW W � z - N PROV'D 2" R-13 CLOSED CELL SPRA x `9 11 i - (ABOVE) WITH 6"xb" 10/10 t�IL a o z o L) ❑ o v lT z DUj "owV � DEMOLITION PERFORMANCE DISCLAIMER FOAM INSUL. TO FND. WALLS (TYP) ® I1 I I I- � I WWM ON 6 MIL. ,VAPOR m z ❑ Z Q — $ — — EXIST (2)2�x8 DROP HDR. —o — — �.�� I BARRIER ON 6 COMPACTED � � Z ❑ ❑ � � � �n = w :. GRANULAR MATERIAL ON a5% ❑ LL, - z �, z O a m o E OENERAL NOTE: EXIST I I �— I - I COMPACTED FILL OR VIRGIN co Q a a w W a THE ARCHITECT AND/OR HIS CONSULTANTS ASSUME NO -r — — — —— —- 1.) PROVIDE "SIMPSON B SERIES" `JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS � EXIST PROV'D DEHUMIDIFIER SLAB � SOIL. PROVIDE EXPANSION � w _� o z �' � AT ALL APPLICABLE LOCATIONS. PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL CRAWL AS PER SECTION R4o8.3. ,-� — — — — -J I JOINTS AT ALL ENDS AS REQ' a MANUF BY APRILAIRE REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE x d) SPACE - - DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH w x MODEL#EO-10 OR EQUAL. - ,' : : _.:;.; (2)2"x4" P.T. SILL PLATE ON TE SHIELD w/ 04 2.) ALL BUILT UP LVL HEADERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY N EXIST (3)2"x8" DROP HDR. 1NEXTERIORSTALL RAIN LINE TO SILLPNSULATI0IN. SECURE w/ N CM -: STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION „ Hill BOLTED OR NAILED AS PER _ _ _ _ _ _ _ _ LPPOV'V MIN. 8"xlb" 5/8 DIA. x 12 LONGui T PROCEDURES, THE CONTRACTOR Is TO TEMPORARILY STABILIZE E MANUFAGTURER S REQUIREMENTS. OPENING FOR ANCHOR BOLTS ® 2'-6" N c°,• THE STRUCTURE TO A SAFE CONDITION AND NOTIFY THE PROVIDE 2"x&" VENTILATION I O.G. (12 FROM CORNERS) >: o r� ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. P.T. LEDGER PROV'D 8-I/4" _ (TYPICAL SLAB ON GRADE) > Z ,`�'� ti Q 3.) DOUBLE ALL FLOOR JOISTS UNDER ; BOARD, SEGURED R-30G GATT. INSUL. Q w N N 00 PARALLEL WALLS. TO STRUG. (SEE GEN. 2"xl0" F.J. ! DROP TOP OF SLAB ON z Q :-o X NOTE #5) o I6" O.G. GRADE FOUND. ASSEMBLY C) co @� FOUNDATION NOTE #I: LEGEND: x EXIST �;: I ice(" DN. FROM CRAWL 5PAGE v d 4.) ALL HEADERS NOT I ND I GATED TO BE MIN. BOTTOM OF NEW FOUNDATION -DENOTES F — — � G RA WL NEW GRAWL _ FOUNDATION ASSEMBLY, 0. a 11 m (2) 2"X8" DOUO. FIR. LARCH # 2. ASSEMBLY TO BEAR ON a5% DWELLING HOLD L_J COMPACTED FILL OR I TON DOWNS AS PER I SPACE SPACE ';:.� � (2)2"xb" P.T. SILL PLATE ON EXIST (2)2"x8" DROP HDR. 2" 5 0REED GOAT COPPER TERMITE SHIELD w/ �co (2p00 PSF), SOIL BEARING DETAIL SHT. N-2 i - - - - � - - -o - I OVER 6 MIL. :'� SILL INSULATION. SECURE w/ ' ti 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, CEILING CAPACITY. G.G. TO VERIFY �k POLYETHYLENE 5/&" DIA. x 12" LONG "J" ROOF OPENINGS. (TYP.) SOIL CONDITIONS PRIOR TO I PROVIDE GONG. DOWEL iiii VAPOR BARRIER = ANCHOR BOLTS ® 2'-6" POURING NEW FOUND. $ TO FOUNDATION NOTES _ — ,� „, , LONG 0 CONTACT ARCHITECT IF 165 O.G. VERT. TO EXIST. (TYPICAL GORAWL SPACE) 5/8 DIA FOUNDATION ANCHOR '� N (b.) ALL WOOD POSTS TO RECEIVE SOLID WOOD BLOGK I NO POOR 501L CONDITIONS ARE BOLTS ® 2'-6" O.G. MAX. AND - -', O DISCOVERED. DRILLED + GROUTED W/ DOWN TO FOUNDATION OR OIRDER BELOW MAX I -O FROM CORNERS. HIGH EPDXY RESIN. (TYP. EX 2 xE5 F.J. - 8 POURED LONG. FOUND. I ..,,� 'WALL ON a5% COMPACTED ® ALL LOGATIONV) :1 I - 7.) ALL NEW RAILINO TO BE 3'-0" HIGH RAILINO AS PER 3-0 FILL OR I TON VIRGIN Soil. F . P.T. LUMBER NOTES: � r�, m (COORDINATE WITH STRUCTURAL Q N.Y.S. CODE. ( O.G. SPAGINO AS TO NOT ALLOW PASSAGE -ALL W. JOISTS IN CONTACT ;,.;.::- ..,,; :; ; ;:::•.. : I I PLANS) OF A 4" WITH GONG. SHALL OR GREATER SPHERE.) COLOR AND STYLE TO — — _ — — NEw 24°x18° MIN. L BE PRESSURE TREATED, I q'-�" INSULATED (R-5) ACCE55 PANEL BE SELECTED BY OWNER PROVIDE P.T. JOISTS (AND/OR) P.T. BLOCKING AS I I I I I ( TO CRAWL SPACE. ® U 8.) ALL NEW LEDGER BOARDS TO BE SEGURED TO REQUIRED (TYP. ® ALL I I I I I I I SECURE NEW HOLD DOWN LOCATIONS) I I I I I I I FROM ABOVE TO FND. (TYP.) STRUCTURE w/y2�� DIA. OALV. MTL. EXPANSION BOLTS OR I I _I_ 1 -1- L � AS PER DETAIL SHEET N-2 LAO. SGREWS ® 16" O.G. (STAGGERED TOP � BOTTOM) -ALL CONNECTORS / I A B CONNECTIONS IN CONTACT w/ I A-4 A-4 AGO (P.T.) LUMBER MUST BE FOUNDATION NOTE: q.) ALL CATHEDRAL GE I L I NGS TO RECEIVE 8-1/4" R-30G APPROVED BY MANUF', i I - DROP TOP OF NEW FOUND. BATT INSUL. W/ "RAFT-R-MATE" BY OWENS GORNINO AND MUST HAVE A FINISH I I ASSEMBLY t5 DN. FROM WITH EXTRA CORROSION EXISTING FOUNDATION . TO ALLOW FOR ADEOUATE VENTING. RESISTANCE OF EITHER I I ASSEMBLY, TO ALIGN TOP 5TAINLE55 STEEL, HOT-DIP I I OF NEW F.F. WITH EXIST. F.F. 10.) ALL FLOOR: FRAMINO TO BE AT 12" O.G. GALVANIZED(HDG OR ZMAX I I UNDER ALL BATHS / KITCHEN AREAS. PROTECTION. I I I I NOTE: BUILDING NOTES: I I ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING I. ALL WOOD CONNECTIONS Q GLASS WINDOWS AS MANUFACTURED BY "ANDERSEN" OR TO BE STRAPPED AS PER EQUAL. PF50 400 SERIES. SHEET N-I $ N-2. \ / N W W G.G. TO FIELD VEI�IFY ALL EXISTING DIMENSIONS PRIOR 2, ALL LUMBER TO BE \ U } TO ORDERING ALL NEW WINDOWS t DOORS. G.G. TO DOUGLAS FIR LARCH # 2. \ - - - - - - - - - - - - - - - - / FOUNDATION PLAN }- z iz — COORDINATE W/ OWNER ALL WINDOWS 8 DOORS SWINGS/ — — — — — — — —— — — — — — — — — — — — W Q DIRECTION PRIOR TO ORDERING. \ y� SCALE: 1/4'*'-0" < _ H z U) y ABBREVIATIONS LEGEND 4„ VTR �� < W m N AFF. _ ABOVE FINISHED FLOOR 2x3 ING B.O. - BOTTOM OF AVERAGE NOTE: W EW Y EX15T ROOF LINE Z W - O CANT' - CANTILEVER NEW FIXTURES TO COMPLY / N ORK E_ _ - - - -- __ 2 VENTS NOTE: TABLE P3201 .7 < ,,,,i - G.B. - COLLAR BEAM STATE D.E.G. REG2UIREMENTS FOR - - - - T - -r ---�----- SIZE OF TRAPS FOR PLUMBING FIXTURES U) _� O G.J. - CEILING JOIST CERTIFIED WATER SAVING PLUMBING I i i I 1 VENT SYSTEMS SHALL BE PROVIDED K N GL. _ CENTER LINE FIXTURES i I I II-I/2" 11-1/2" 1-1/2 1-1/2 11-1/2" IN ACCORDANCE WITH CHAPTER 31 OF TRAP SIZE Q O GLG' CEILING ALL DRAINAGE � VENT PIPING SHALL I I THE 2020 R.C.N.Y.S. PLUMBING FIXTURE MINIMUM G.M.U. - CONCRETE MASONRY UNIT I I GONT' - GO'NTINUOUS It COMPLY WITH ALL LOCAL BUILDING I I I I I (INCHES) P3101.1: GENERAL. L G.T. - GO'LLAR TIE GODES. DOMESTIC, WATER PIPING I fy �r I ( - THIS CHAPTER SHALL GOVERN 0 SHALL BE TYPE "L" GOPPER, TYPE I w I BATHTUB (WITH OR WITHOUT SHOWER HEAD Z Q DBE. - DOUBLE �- DIA. - DIAMETER "K." WHEN BELOW GRADE. DRAINAGE, ( LAV LAV THE PIPING, GT UBI AND INSTALLATION I-I/2 O I I O 1 OF PIPING, TUBING AND FITTINGS FOR AND/OR WHIRLPOOL ATTACHMENTS) D.J. - DECK JOIST WASTE, $ VENT ABOVE GRADE X T = VENT SYSTEMS. THIS GHAPTER SHALL U_ E D15iHWA5HER SHALL BE 5GHEDULE 40 P.V.G. OR w I I WG CONTROL THE MINIMUM DIAMETER OF BIDET I-I/4 z EEA. EACH F. - EACH END GREATER. VENT PIPES, CIRCUIT VENTS, BRANCH 0 CLOTHES WASHER STANDPIPE 2 3 FLOOR LINE VENTS AND INDIVIDUAL VENTS, AND ", o E.P. - ELECTRIC PANEL I I �� THE SIZE AND LENGTH OF VENTS AND DISHWASHER (ON SEPARATE TRAP) 1-1/2 o a` EXT. - EXTERIOR 3 2 2 I-I/2 I-I/2 3 F.J. - FLOOR JOIST 1 1 VARIOUS ASPECTS OF VENT STACKS F.P. - FIREPLACE I I AND STACK VENTS. ADDITIONALLY, FLOOR DRAIN 2 Date Revision/Issue F.R.S.G. - FIRE RATED SELF CLOSING GO I I THIS CHAPTER REGULATES VENT KITCHEN SINK (ONE OR TWO TRAPS, WITH FTC' - FOOTING 4" p 1/4�: PE GO GRADES AND CONNECTIONS, HEIGHT OR WITHOUT DISHWASHER AND FOOD 1-1/2 6/21/25 REV I A5 PER OWNER FT 61 - GALVANIZED R r-T I I 4 Q 1/4 pER/FT ABOVE FIXTURES AND RELIEF VENTS WASTE DISPOSER) 11 NOTE: AND THE VENTING OF SUMPS AND 1-1/2 9//22/25 REV 2 AS PER OWNER FOR STACKS AND FIXTURE TRAPS, LAUNDRY TUBS (ONE OR MORE G.G. - GENERAL CONTRACTOR HDR. - HEADER :: COMPARTMENTS) INSUL. - INSULATION __ 2 __J L-- 2„ PROVIDE FLOOR DRAIN SEWERS.P3103.2: FROST CLOSURE. 4 26 25 REV 3 A5 PER OWNER I— ——— PAN AS RE0. - IN CLIMATES WHERE THE II/7/25 REV 4 AS PER T05 MANUF. - MANUFACTURER EXIST — — — — — — T 7-- - c1.5-PERGENT VALUE FOR OUTSIDE MEGH. - MECHANICAL ____ - - - - � I TOR I-I 4 _ I -,------- i----------T-------__ DESIGN TEMPERATURE Is O°F (-IS°G) Drawn By: M.O. - MASONRY OPENING ------------- ( I 11 I/2" I I I/2" 11-1/2" ' i OR LESS (ASHRAE �i1.5-PERCENT SHOWER (BASED ON THE TOTAL FLOW O.G. - ON CENTER O I ( I I 1 ( 1 I i I RATE THROUGH SHOWERHEADS AND )]$ O.H. - OVERHANG V I I I I I ( 1 O = O I _0 COLUMN, WINTER, SEE CHAPTER 3), BODYSPRAYS) P.G. - POURED CONCRETE W ? X l m 50< X I X I I I LU 1 Q Z 1 EXTERIOR OF VENT PIPES INSTALLED THE STRUCTURE SHALL Q W I- W W J W 3 I I Q ' p I J p FLO 5R GPM AND LESS 1-1/2 P.T. - PRESSURE TREATED Project# --- -- I I 1 r--1-- --- _ BE PROTECTED AGAINST FREEZING MORE THAN 5.-1 GPM UP TO 12.5 GPM 2 25-025 R.B. - RIDGE BOARD , I I KITCHEN DW LAV BY INSULATION HEAT OR BOTH. VENT R.BM. - RIDGE BEAM DEMO SINK 1 I 3" MORE THAN 12.3 GPM UP TO 25.8 GPM 3 I TERMINALS SHALL BE PROTECTED N T�Q' - REQUIRED pl„J WASH I I I F.A.I. MORE THAN 25.& GPM UP TO 55.6 GPM 4 Y ___- WC I �) -- FROM FROST CLOSURE IN Scale n RF. - ROOF r ____- I _ ACCORDANCE WITH 5EGTION P3103.2. FOR 51, 1 INGH=25.4 mm,I GALLON PER MINUTE=3.'185Um. AS NOTED R.R. - ROOF RAFTER J --T--J i L v R.T. - RAFTER TIE FLOOR LINE SPECS' - SPL=GIFIGATIONS ' Date T.M.E. - TO MATCH EXISTING I-I/2 2 I-I/2 3 i m TYP. - TYPICAL l l U.S. - UNDERSIDE 4/15/25rz Y.I.F. - VERIFY IN FIELD GO 4" ® I/4" PER/FT ` TO EXISTING Sheet# - WOOD POST Wp, - WOOD SEPTIC SYSTEM W.M. - WATER METER SANITARY RISER DIA. q E.M. - ELECTRIC METER 7 U N G.M. - GAS METER N.T.S. 4 i C i , t s K i WALL LEGEND GENERAL DEMOLITION NOTES A 4 62) 1 r A 1 G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO A_4 1.2b' BRACE WALL R.EQURIED `j I• 9.0' BRAGS WALL PROVIDED EXISTING WALLS TO REMAIN PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND PROVIDE HOLDDOWN IN CORNER BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE A5 PER DETAIL THIS SHEET. BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. SECURE TO (3)2"x4" CORNER W.P. ---------------- 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT EXIST __, ---___ EXISTING WALLS TO BE REMOVED AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDING WITH 2a-II C) N (SECURE ROD TO NEW FLUSH HDR. THE WORK. BW 1 '-2" 5'-6" 5QUAR.E LWASHER 4 wNUT)3" u i NEW WALLS 2"x4" WOOD EXIST EXIST „ 3. WHERE ELEGTRIGAL OR PLUMBING LINES ARE TO BE ABANDONED, EXIST LP LP EXIST EXIST EXIST o o 2'- " 2'-3" 2'-3" 2'-3" STUDS ® 16 O.G. REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL _ Q 1_g `-''W-'` ��- � 310 S-WS gay 0 a w a 'L p o w w INAGGESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL ® O :� 1 i-B w v > w v w -. - WORK TO BE RECESSED BEHIND FINISHED SURFACES. 8'--�" '-O" - - - - - F�US�f H l2)2 x8 HDR. = w o w o w a F- o- U 14'-0" - � 12'-6" c� � z � � = � moN � o b P.G. FOUND. WALL ON P.G. FTC. :� 3 (3)21lx4l' OL tt) aFwWvz = � � 0E- F: (COORDINATE W/ STRUGT. DWGSJ MINISPLIT - - _ �- NEl^I m EXIST W.P. (E.EJ ;;'°.•:.:<�.:.:..,_. .. .: ,•..> . p NEW WORKO T °+ o N awzoaom 23: mom OUTDOOR cn BATH °IF r_ X- ST -1- EXIST. WASHER iROOM MEC x N w i- m �' z = - - CONDENSER - HALF 4 DRYER RELOCATED - 0 � v � ; � � _ � � a o z - o 0 m O IX u i ��i HHU54&1 HAN -. cO - z n. = w q w - -O w v 0 DEMOLITION PERFORMANCE DISCLAIMER X ;; ; , cn � 31 m 3 2 m m m m u z o - z a _ m+ O LL n -i , , W GAS FIRED DIRECT w �- w O m w L I�� iii BST NEW �' O= - ;1' ki [1! O cn VENT BOILER. 5EE owzz � zoaxzo � GENERAL NOTES: s --LAUNIDRY N X -0 i_J - p DIR.EGT VENT BOILER a z a a - ~ LJ + ___ __ ____ _ 2 m cn a w U. THE ARCHITECT AND/OR HIS CONSULTANTS ASSUME NO 4e NOTES THIS SHEET. x „, cn f- o I.) PROVIDE "51MP5ON B SERIES" JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS 6'-4" I'-II" r --- � % � ® IN MINISPLIT x � c � � can o U. - � a � �'' `R WALL HUNG ® 3 a AT ALL APPLICABLE LOCATIONS. PERFORMED. THE CONTRACTOR AND H15 SUBCONTRACTORS SHALL O EXIST. BATH 8 LAUNDRY �` REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE m Z Exist, A/C UNIT 0- FIXTURES TO BE REMOVED (2)2 x4 _ _ Q - - p p DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH O � EX _ 8 REPLACED IN NEW W.P. (E.E) "+ ELEG. n o �p w w 2.) ALL BUILT UP LYL HEADERS TO BE "GOOD GENERAL PRAGTIGES". SHOULD IN THE EVENT ANY - X -_- -a � - _ � N � GL �' LOCATIONS. GAP d ---- „- tl� _ � � N ,� BOLTED OR. NAILED A5 PER STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION x8 H v-= v O > u� REDIRECT ALL LINES AS -- _ PROCEDURES THE CONTRACTOR IS TO TEMPORARILY STABILIZE -� U.G. f'11CR0 - O REQD PROVIDE 2 AO % REF. WAVE [r , N M V MANUFAGTUi�ER 5 REQUIREMENTS. "SAFE" O " I _ _ - � THE STRUCTURE TO A SAFE CONDITION AND NOTIFY THE O fi EXIST P.T. LEDGER '- "=' REF 1 XISTJ' -1 , } o ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. = +�S L �/I NC BOARD, SECURED m I I ' NE I tY E.M. -i z ti Q 5.) DOUBLE ALL FLOOR JOISTS UNDER u� - T ROOM TO STRUG. (SEE GEN.in I (3)2"x4° tV L p to a L) N N m �� - :� NOTE #8 N d 1 W.P. (E.E� K I TG E _ cN w Z PARALLEL HALLS. �+ 3-o I ) I m(2)2"x " v w 0 m M M U - EXIST. KITCHEN FIXTURES TO _ �x m Q w w GENERAL BUILDING NOTES: SMOKE ALARMS NOTES: _EX 1 W.P. .E) v dd BE REMOVED 8 REPLACED 4.) ALL HEADERS NOT I ND I GATED TO BE MIN. X v " m m m a m �� I. ALL WOOD CONNECTIONS SMOKE ALARMS 8 HEAT DETECTION w CL IN NEW LOCATIONS. GAP it 1 ni Q - (2) 2 x8 DOUG. FIR. LAP # 2. TO BE STRAPPED AS PER OO _ REDIRECT ALL LINES A5 ��____ _I,i' NT HO 1 - ry v SHALL BE INSTALLED IN AGGORDANGE u T EXTE IOR =C _ o - SHEET N-I 8 N-2. R.EQ'D y ii , Ur ® = tl u� to WITH SECTION R314 OF THE 2020 5.) DOUBLE ALL JOISTS AROUND ALL STAIR. , FLOOR, GE I L I NC 2. ALL LUMBER TO BE R.G.N.Y.S. GODS AND NFPA72. NEW t- I NEW' I its Q ®® 9) ROOF OPENINGS. (TYP.) DOUGLA5 FIR LARCH # 2. EXIST 11 MINISPLIT - I DI SMOKE ALARMS SHALL BE INSTALLED �L '-b" - W BEDROOM #i WALL HUNG J IN THE LOCATIONS AS DETERMINED A/C, UNIT - - - - - - - - - - 3. 1/2" GYP. BO. (TAPED 4 - L - :: :� _ m • PURSUANT TO 51ECTION R314.3. i (2)2 x dJ 6.) ALL WOOD POSTS TO RECEIVE SOLID WOOD BLOGK I NG 5PACKLED - 3 GOATS x I I I - W.P. ( .E) x J DOWN TO FOUNDATION OR GIRDER BELOW MIN) ON ALL WALLS d = 1 CEILINGS CARBON MONOXIDE DETECTION I"I m II 1 1 m rcl = •. „ SYSTEMS NOTES: MINISPLIT EX I N -1.) ALL NEW RAC I L I NG TO BE 3 -O HIGH RAILING AS PER 4. NEW 5/4" PLYWD. 5UBFLR. X WALL HUNG UP 1 (3)2"x4" 1 I I I(3)2 x4 !L U N.Y.S. CODE. ( O.G. SPAGINO AS TO NOT ALLOW PASSAGE NAILED GLUED NEW AND EXISTING RESIDENTIAL A/C UNIT �. 1 WP ��J I L - - J1„IP, (E.EJ I DW 1 SINKLIRI W BUILDIN66 AND�� BUILDINGS SHALL BE EPROGIALVDED WITH 12'-8" I6'-7" 10'-4" IO BW '� �,OF A 4 OR. GREATER SPHERE) COLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT 2 2 I"' BE SELECTED BY OWNER ALL APPLICABLE GARBON MONOXIDE DETECTION AND EXIST. EXIST. EXIST. BW G 3 2'-6° I-A LOCATIONS (5EE P.T. NOTIFICATION IN ACCORDANCE WITH GS-PF 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO LUMBER NOTES BELOW) SECTION Q15 OF THE 2020 FIRE GODS i_A E :: .�.. OF N.Y.S., THE PROVISIONS OF NFPA DN SECURE NEW HOLD DOWN STRUCTURE w/)/2" DIA. GAL\/. MTL. EXPANSION BOLTS OR '720 AND THE MANUFACTURERS 40'-1" a'- " TO NEW (3)2"x4" GORNER LAG. SGREWS @ 1 h" O.G. (STAGGERED TOP $ BOTTOM) P.T. LUMBER NOTES: INSTALLATION INSTRUCTION. WOOD POST (TYP. ® ALL -ALL NO. JOISTS IN CONTACT CARBON MONOXIDE ALARMS SHALL A g LOGATIONS) c{.) ALL CATHEDRAL GEILINGS TO REGEIVIE a-1/4" R-50G WITH GONG. SHALL BE PROVIDED IN THE LOCATIONS .46' BRACE WALL R.EQURIE BATT INSUL. W/ "RAFT-R-MATE" BY OWENS CORNING BE PRE55URE TREATED, DETERMINED PURSUANT TO SECTION A-4 A-4 :IV BRACE WALL PROVIDE PROVIDE P.T. JOISTS a15.3 OF THE 2020 FIRE CODE OF • TO ALLOW FOR ADEQUATE VENTING. (AND/OR) P.T. BLOGKING AS N.Y.5. EXIST DECK 3 v ' �� REQUIRED (TYP. ® ALL MPOS TE D'xfoll EGKIN 10.) ALL FLOOR FRAMING TO BE AT 12 O.G. LOCATIONS) CLOTHES DRYER EXHAUST NOTES: i- UNDER ALL BATHS / KITCHEN AREAS. -ALL CONNECTORS / CONNEGTION5 IN CONTACT w/ CLOTHES DRYERS SHALL BE AGO (P.T) LUMBER MUST BE EXHAUSTED IN ACCORDANCE WITH THE PROVIDE "51MP50N" DTT2Z APPROVED BY MANUF, MANUFACTURER'S INSTALLATION HOLDDOWN a EA. HANDRAIL f NOTE. AND MUST HAVE A FINISH INSTRUCTIONS AS PER SECTION M1502 POST. (SEE DETAIL, THIS SHEET ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING OF THE 2020 R.G.N.Y.S. GLASS WINDOWS A5 MANUFACTURED BY "ANDERSEN" OR WITH EXTRA CORROSION EQUAL. DP30 400 SERIES. R.E515TANCE OF EITHER 3'-0" H. STAINLESS STEEL STAINLESS STEEL, HOT-DIP GABLE RAILING MANUF' J LLB W G.G. To FIELD VERIFY ALL EXISTING DIMEN5ION5 PRIOR GALVANIZED(HDG OR ZMAX EX BY TEENY" OR EQUAL; U } TO ORDERING ALL NEW WINDOWS 4 DOOR5. G.G. TO PROTECTION. DN 5EE GEN. NOTE COORDINATE W/ OWNER ALL WINDOWS 4 DOORS SWINGS/ #7 (NP) Q W (]DIRECTION PRIOR. TO ORDERING. FIRST FLOOR PLAN LEGEND: -DENOTES �=J DENOTES HARD WIRED INTERCONNECTED SCALE: 1/4"=1'-O" 2 U) QC DWELLING HOLD Z ABBREVIATIONS LEGEND DOWNS AS PER O SMOKE 8 CARBON MONOXIDE DETECTOR < W 13 w/ BATTERY BACKUP -1 m Q AFF. - ABOVE FINISHED FLOOR DETAIL SHT. N-2 i i J AYG. - Ati�ERAGE DENOTES &0 G.F.M. EXHAUST FAN B.O. - BOTTOM OF E.F. VENT TO EXTERIOR O W < T CANT' - CANTILEVER G.B. - GOLLAR BEAM O U) -1 O G.J. - CE:ILING JOIST IL � K ti) G.L. - CENTER LINE 11- CLG' - CE:ILING P.T. HD. HANDRAIL to BRACED WALL CALCULATIONS EXTERIOR WALL CONSTRUCTION NOTE: �/ G.M.U. - GC)NGRETE MASONRY UNIT POST _ � ALL EXTERIOR BRACED WALL PANELS ARE DESIGNED W/ N CONT' - CONTINUOUS 1L ` G.T. - GC)LLAR TIE FIRST FLOOR SECOND CONTINUOUS SHEATHING METHOD G5-W5P AS PER TABLE R602.10.4. DEL. - DOUBLE FLOOR SHEATHING TO BE MIN. 1/2" WOOD STRUCTURAL PANELS ON DECKING 2"x4" EXT. WD STUDS ® I6" O.G. a EXTERIOR ATTACHED W/ aD COMMON NAILS ® 6" O.G. AT PANEL 06 DIA. - DIAMETER EDGES AND 12" O.G. IN FIELD. EXTERIOR SHEATHING SHALL BE "51MP5ON" 0172Z PROVIDE "SIMPSON" 0520 4) D.J. - DECK JOIST BRACED WALL LINE I-A I-B I-G 2-A 2-B HOLD DOWN CONNECTOR EXTERIOR WALL, (3)2"x4" NO. STUDS COIL STRAP OR EQUAL £ D.W. - DI:�FiWASHER CONTINUOUS FROM BOTTOM PLATE TO THE UPPER TOP PLATE, WITH ® CORNER PROVIDE SIMPSON z ALL PANEL EDGES OVER FRAMING. RIM JOIST EA. - EACH - 14" LONG MIN. LENGTH ® a: E.E. - EACH END R602.10.3 RQUIRED LENGTH OF BRACING HDQa-SD53 HOEDOWN ® EXT. WALL = EA. EXT. WALL STUD OVER ` ALL EXTERIOR PORTAL FRAME PANELS ARE DE5IGNE:D W/CONT. I/2" DIA. MACHINE CORNERS, PROVIDE 1/a" DIA. ROD GIRDER, 12" MIN. LAP UP o a E.P. - ELECTRIC PANEL SCREWS. ALIGN CENTER LINE OF EXT. - EXTERIOR SHEATHING METHOD G5-PF A5 PER TABLE R602.10.4. SEE DETAIL, BOLTS OR WALL STUD PROVIDE MIN. F.J. - FLOOR JOIST R602.10.3(I) 5.2' 10.1' 5A 2.5' 2.&' SHEET A-5. THREADED RODS ROD w/ CENTER LINE OF HDR. BELOW (b) ad NAILS ® EA. END WITH NUTS 4 (INSTALL A5 PER MANUF. R.EQ') F.P. - FIREPLACE F.R.S.G. - FIRE RATED SELF CLOSING WASHERS _ INSTALL A5 PER MANUF, Date Revision/Issue FTC' - FOOTING R602.10.3(2) NEW 2"xi0" F.J. ® I6" O.C. REQ) 8/21/25 REV I AS PER OWNER � 2"x4" GONT' SOLE PLATE. GALV. - GALVANIZED L.ECEND: PROVIDE SOLID WD. P.T. D.J. (GOORDINATE cv 4//22/25 REV 2 AS PER OWNER G.G. - GE NERAL CONTRACTOR I. EXPOSURE CATEGORY 1.00 1.00 1.00 1.00 1.00 -DENOTES BRACED BLOCKING BEHIND RIM WITH FLOOR PLAN) 3/4" PLYWD. SUBFLR. _ HDR. - HEADER WALL LOCATION J015T AS REQUIRED NAILED 8 GLUED 1/26/25 REV 5 AS PER OWNER PROVIDE 2x P.T. HP. BLOCKING IN5UL. - INE ULATION 2. ROOF EAVE TO RIDGE HEIGHT 0.10 070 0.10 0.10 070 AS REQUIRED, SECURED TO P.T. 1 11/7/25 REV 4 AS PER TOS MANUF. - MANUFACTURER D.J. A5 PER MANUF' SPECS, MECH. - MECHANICAL BLOCKING TO R.UN PARALLEL (or) Drawn By: M.O. - MASONRY OPENING 3. STORY HEIGHT 0.`15 1.03 1.03 OA5 0.95 DIRECT VENT BOILER NOTES: O.G. - ON CENTER -INSTALL DIRECT VENT BOILER PERPENDICULAR TO P.T. D.J. -- PROVIDE-BPI-HD(5 PLATE ATOP DB O.H. - OVERHANG AS PER MANUFACTURER SPECIFICATIONS HDR., POST 4 PIER ASSEMBLY BPI/a-HDG PLATE P.G. - POURED CONCRETE 4. NUMBER OF BRACED WALL LINES 1.00 1.00 1.00 1.00 1.00 4 MAINTAIN ALL MIN. CLEARANCES AS R.EG'. (COORDINATE WITH FLOOR (3)2"AO" DROP HDR. Project# P.T. - PRE55URE TREATED PLAN) R.B. - RIDGE BOARD 5. ADDITIONAL a00 POUND HOLD-DOWN RIDGE BEAM DEVICE � � � NA NA -DIRECT VENT BOILER TO BE SELECTED 2�✓-02'✓- R.EQ' - REQUIRED BY OWNER. DECKHANDRAILHOLDDOPII DETAIL R.F. _ ROOF RAFTER 6. INTERIOR GYPSUM BOARD NA NA NA NA NA -PROVIDE ADEQUATE VENTING OF Scale o R.R. BOILER AREAS AS PER P05T DETAIL AS NOTED R.T. - R�tFTER TIE MANUFACTURER SPECIFICATIONS. SCALE: I/2"=I'-O" 5PEG5' - SPECIFICATIONS 1. GYPSUM BOARD FASTENING NA NA NA NA NA INSTALL AS PER MANUF' SPECS' N.T.S. Date 3 T.M.E. - TO MATCH EXISTING - TYPICAL b. HORIZONTAL BLOCKING NA NA NA NA NA fit N U.S. - UNDERSIDE 4/1�✓'/25 V.I.F. - VERIFY IN FIELD Sheet# W.P. - WOOD POST REQUIRED LENGTH OF BRAGING 3.46' '7.2b' 4.25' I.66' I bb' 4 WD. - W00D W.M. - WATER METER R602.10.5 MINIMUM LENGTH OF BRACED E.M. - ELECTRIC, METER PA ib" 27" 30" 24" 24" G.M. - GAS METER WALL PANEL N d s I } WALL LEGEND GENERAL DEMOLITION NOTES A-4 3 D14A a.L� G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO I. A-4 I bb B GE WALL REQURIED r PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND EMERGENCY ESCAPE AND RESCUE EXISTING WALLS TO REMAIN PROVIDE WINDOW FALL 2.0' B E WALL PROVIDED BETWEEN THESE PLANS AND ACTUAL FIELD GONDITION5 SHALL BE OPENINGS NOTE: BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. PROTECTION AS REOV. } I{I II -- --- 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT EMERGENGY ESCAPE AND RESCUE (SEE WINDOW NOTE, II -8 EXI5TINC-7 WALL5 TO BE REMOVED AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROCEEDING WITH OPENINGS SHALL BE PROVIDED IN THIS SHEET) 6'-10" 4'-102'-0" _ THE WORK. ACCORDANCE WITH SECTION R310 � = o NEW WALL5 2"x4" WOOD OF THE 2020 R.G.N.Y.5. BW o � } 3, WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED - - - - - - - W15 _ - _ G 13 Ix w w a w z 5TUD5 ® I6" O.G. REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL R310.2: EMERGENCY ESCAPE AND - - - - - - - - - - - - - - - - - - - EXIST - (T DT BW a F o o w w INACGE551BLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL RESCUE OPENINGS. EMERGENCY I 1 - - -e G 0 o w Cn w � � -- — WORK TO BE RECESSED BEHIND FINISHED SURFACES. E50ASHALP HAD RE IMUM DIMENSIONS" AS _ ' ( ) "x8" HDR. j ® 2 'x8" . w w wow P n It o a w II 9'-10" 7'-O" I b-4 ® II ' BEN N - II az � � = � mo � oo P.G. FOUND. HALL ON P.G. FTC. SPECIFIED IN THIS SECTION. I N G� -1 U :.:' :t':. ..,•y ,..,. • - _ ---- t- C� } it WUowma = az = z ~ ,�::: ,.'=..:::,. - •� +` (COORDINATE W/ STRUGT. DWGSa I -� Q= ROVE (2)2"x I i (� ct) � O I zaOaCY � � w �I ao woa EXIST.ST. _ R310.2.1: MINIMUM OPENING AREA. I _ SPLIT ARM i; W.P. ( Ea �' w 0 z 0 o z = -- — - EMERGENCY AND E5GAPE 1 X I ST - _ OPERATOR - OI I o a m w _j w I- o o w_ o w i ii = E.F. � (L J z o w w c� DEMOLITION PERFORMANCE DISCLAIMER I BATH v �= d = m Z o - z a RESCUE OPENINGS SHALL HAVE A I I NEW m " " u i V (V x — I Q � c~i� ~ w -) PNmw NET CLEAR OPENING OF NOT LE55 i-I � (2)2 x4 dJ - O B TH N �- iv ®1 M U z o o o ~ _ _ � W.P. (E.EJ O ' o LUW 11 DW - Zmzw � _ GENERAL NOTES: THAN 5 7 5QUARE FEET. THE NET C)� `o x �a x p v v I a. a < 2 n. w u a 2 THE ARCHITECT AND/OR HIS CONSULTANTS ASSUME NO CLEAR OPENING DIMENSIONS 1 W + SHo I = w - o I.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION 15 REQUIRED BY THIS SECTION SHALL I �I"I \vj�• L i i i o � � 6e � � �� I I ~ ~ - = z ~ Q AT ALL APPLICABLE LOGATIONS. PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE OBTAINED BY THE NORMAL MINISPLIT + _� " l REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE OPERATION OF THE EMERGENGY WALL HUNG 4-I L I N. - � p _ - - - J I DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH ESCAPE AND RESCUE OPENING FROM A/C UNIT - - _ _ _ _ 2.) ALL BUILT UP L1/L HEADERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY THE INSIDE. THE NET CLEAR HEIGHT I EXIST fi I N Cq STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION OPENING SHALL BE NOT LESS THAN �� • �� I I 1 BOLTED OR NAILED AS PER HALL O- s uj PROCEDURES THE CONTRACTOR IS TO TEMPORARILY STABILIZE 24 INCHES AND THE NET CLEAR O• m T I F- r o MANUFACTURER'S REQUIREMENTS. THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE m 1 co N ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. WIDTH SHALL BE NOT LE55 THAN 20 � i = _ EXIST. FLUSH HDR_ EX EXIST. FLUSH HDR.- = I� INCHES. X —DN— tV I I > Z N cc L 3.) DOUBLE ALL FLOOR JOISTS UNDER - EXIST �t d ' I ��, �I I a LU 0 N N � NEW ROOF o za �� BEDROOM #2 (SEE ROOF GOV. O�_ to U PARALLEL WALLS. - EXIST BEDROOM #3 z ; I I o W M M 1 REMOVE EXIST. WINDOW Iy I I NOTES THI5 SHEET) x I I Uj � o GENERAL BUILDING NOTES: BUILDING NOTE: WINDOW NOTE: I NEW ROOF X Iw N ®I I n. c- " m 4.) ALL HEADERS NOT INDIGATED TO BE MIN. 4 PATCH OPENING WITH w I �� I. ALL WOOD CONNECTIONS MAINTAIN UPLIFT CONNECTIONS 2"x4" HD. STUDS (SEE ROOF GOV. I� I I I caj 5 ~ Cn (2) 2 X8 DOUC. FIR. LARGH # 2. TO BE STRAPPED AS PER a RAFTER ENDS AT NAILING PROVIDE WINDOW FALL PROTECTION AS READ. PER „ O I i I ® I6 O.G. NOTES, THIS SHEET) IF- v I I'-0" o — SHEET N-I 4 N-2. PAD. TYP. FOR ALL FALSE SECTION R312.2 OF THE 2020 R.G.N.Y.S. I I i I v �. �� VALLEY CONNECTIONS. ALSO -WINDOWS WHERE THE TOP OF THE SILL OF AN I NEW 1 I I _ _ 1 �.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, CEILING 2. ALL LUMBER TO BE MAINTAIN VENTILATION OPERABLE WINDOW IS LOCATED LESS THAN 24 INCHES MINISPLIT EXIST. R.B. BELOW d (2)i-3/4"xlb" LVL ROOF OPENINGS. (T rP.) DOUGLA5 FIR LARCH # 2. ABOVE FINISHED FLOOR AND GREATER THAN 72 INCHES I WALL HUNG 1 N GOT w ABOVE FINISHED GRADE OR OTHER SURFACE ON THE A/C UNIT III I I W. 3. 1/2" GYP. BD. (TAPED d EXTERIOR OF THE BUILDING) z I I, PROVIDE NEW 6.) ALL WOOD POSTS TO REGEIVE SOLID WOOD BLOGKING 5PACKLED - 3 GOATS ROOF COVERING NOTES: I I I I EXI cY 11' °GOR-A-VENT" 1 1 O �,,� DOWN TO FOUNDATION OR GIRDER BELOW MIND ON ALL WALLS d -ROOF SLOPE (>4:12 4 UP): I I w III V-300 GONT `?I CEILINGS 30 YR. ASPHALT ROOF I I RO F � � RIDGE VENT - 01 �� SHINGLES ATOP 30# BLDG. 11 i 1 x O i i (SEE DETAIL, �I 7.) ALL NEW R.AI L I NG TO BE 3 -O HIGH RAILING AS PER 4. NEW 3/4" PLYWD. 5UBFLR. FELT, ATOP PLYWD. AS CHIMNEY NOTE5: I , I SHEET A-4) x of I U NAILED 4 GLUED INDICATED ON SECTION. -PROVIDE NEW NEW FLUE TO I I 1I-2 3-3 I I -2 I I I I. N.Y.S. CODE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE I I�i "� 5. PROVIDE P.T. LUMBER AT -ROOF SLOPE (2:l2 - 4:12): NEW CHIMNEY ASSEMBLY, INSTALL AS ��- -� - -________ _� _=_ ___ -- _ -�J �„� OF A 4 OR GREATER SPHERE.) COLOR AND STYLE TO 30 YR. ASPHALT ROOF PER MANUFACTURER SPECIFICATIONS EXIST EXIST ..� BE SELEG rED BY OWNER ALL APPLICABLE SHINGLES ATOP (2) LAYERS LOCATIONS (SEE P.T. OF 30# BLDG. FELT w/ -PROVIDE 2" MIN. CLEARANCE FROM ALL EDGER BOARDS TO BE SECURED TO LUMBER NOTES BELOW) OVERLAPPED SEAMS, ATOP COMBL15TIBLE MATERIAL. PROVIDE NEW, TOTAL (2)2"xl0" B TT. R-30c Uj 8.) ALL NEW L PLYWD. AS INDICATED ON ROOF LEDGER BOARDS (1) ® EA. GATT. INSUL. O :� SECTION. -TOP OF CHIMNEY TO BE MIN. 2'-0" HIGHER END OF THE BEARING EDGE OF STRUCTURE w/Y2 DIA. GALV. MTL. EXPANSION BOLTS OR Q LAG. SGREWS 0 16" O.G. (STAGGERED TOP $ BOTTOM) - OO SLOPE :12 - : 2 : THAN ANY ROOF AREA WITHIN A 10'-0" RADIUS. THE NEW R.R. "LAY ON FLAT" _ P.T. LUMBER NOTES: -"LIBERTY" SELF ADHERING A B -ALL NO. JOISTS IN CONTACT LOW SLOPING ROOF SYSTEM -PROVIDE NEW STEPPED FLASHING AS REQ' A-4 A-4 a.) ALL GATHEDRAL GEILINGS TO REGEIVE 8-1/4" R-30G WITH GONG. SHALL BY "GAF", INSTALL AS PER BATT I NSUL. W/ "RAFT-R-MATE" BY OWENS CORNING BE PRESSURE TREATED, MANUF' SPEG'S. ATOP PLYWD. TO ALLOW. FOR ADEQUATE VENTING. PROVIDE P.T. JOISTS AS INDICATED ON SECTION I (AND/OR) P.T. BLOCKING AS 5ECOND FLOOR PLAN • REQUIRED (TYP. ® ALL -COLOR 8 STYLE TO BE 10.) ALL FLOOR FRAMING TO BE AT 12" O.G. LOGATIONS) SELECTED BY OWNER UNDER ALL BATHS / KITCHEN AREAS. DENOTES HARD WIRED INTERCONNECTED SCALE: I/4"=1'-O" -ALL CONNECTORS / O• SMOKE 8 CARBON MONOXIDE DETECTOR CONNECTIONS IN CONTACT w/ w/ BATTERY BACKUP AGO (P.T) LUMBER MUST BE �' DENOTES 50 G.F.M. EXHAUST FAN GATH. CEILING NOTE: } —1 NOTE: APPROVED BY MANUF', -PROVIDE NEW NO. FURRING E.F. VENT TO EXTERIOR ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING AND MUST HAVE A FINISH n :: �: WITH EXTRA CORROSION STRIPS ® I6 O.G. A5 REQ F�— GLASS WINDOR,5 AS MANUFACTURED BY ANDERSEN OR TO ALIGN FINISHED LATH. lu EQUAL. PP30 4+�0 SERIES. RE515TANCE OF EITHER CEILING ABOVE A Q W W STAINLESS STEEL, HOT-DIP G.G. TO FIELD 1/ERIFY ALL EX15TINO DIMENSIONS PRIOR GALVANIZED(HDG OR ZMAX A-4 Q A-4 N p +'� U } TO ORDERING ALL NEW WINDOWS 4 DOORS. G.G. TO PROTECTION. COORDINATE W/ OWNER ALL WINDOWS 8 DOORS SWINGS/ SHINGLE RIDGE GAP GOR-A-VENT DIRECTION PRIOR TO ORDERING. LEGEND: V-500 RIDGE VENT ' DWELL-DENOING HOLD ROOF SHEATHING /� ��v�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - �' 1L j Z ABBREVIATIONS LEGEND DOWNS AS PER SHINGLES ---�� I FCD DETAIL 5HT. N-2 1 I tY `* 1 I w AFF. - ABOVE FINISHED FLOOR FELT PAPER I 1 � NEW ROOF 11 AVG. - AVERAGE -7/5 - B.O. - BOTTOM OF I I PROVIDE NEW _ (SEE ROOF GOV.I I "� W < _ CANT' - CANTILEVER 1 1 d z 'V-500 GONT'" 1; - o _ GOR-A-VENT X `fl NOTES, THIS SHEET)1 O j GB. - COLLAR BEAM 1 RIDGE VENT - 11 O U) 0EILING JOIST RAFTER r - J G.L. - CENTER LINE ?� I ' I I I RAKE W ,� O � - � � (SEE DETAIL, -� -�-,� CEILING RIDGE BOARD X THIS SHEET) I G.M.U. - CONCRETE MA50NRY UNIT �� I ~ I I i-3/L R.B. NEW CHIMNEY Q N GONT' - CONTINUOUS I I I I LVL R.B. 1-� I ASSEMBLY z G.T. - OOLLAR TIE _ O DBL. - DOUBLE RAFTER DETAIL I 1 i I = _ ------I �-�-Jl NOTE5HTHHISY 1 j a DIA. - DIAMETER I1 D.J. - PECK JDIST 1 i I I I SHEET) E D.W. - DISHWASHER I1 EA. - EACH I 1 I :o I ? E.E. - EACH END 1 I I� I I o NEW ROOF 3 E.P. - ELECTRIC PANEL �. I I D Im cz BELOW o a . EXT. - EXTERIOR GOfi: VEINV-500 TYi�. I�TL.. I I EXIST. R.B. 1 I �z _p�p F.J. - FLOOR JOIST F.P. - FIREPLACE I I Q x — F.R.S.G. - FIRE RATED SELF CLOSING N.T.S. I i 1 I X I� w ® Date Revision Issue FTC' - FOOTING I 1 1 w Iy 6/21/25 REV I A5 PER OWNER I EXIST I GALV. _ GALVANIZED OR 1 I ROOF 1 i �O 9//22/25 REV 2 A5 PER OWNER G.G. GENERAL CONTRACT I 9/26/25 REV 3 A5 PER OWNER HDR. - HEADER INSUL. - INSULATION 1 �; z 1 1 I EXIST. R.B_BELOW MANUF. - MANUFACTURER 1 I � � __�-__ _ I I/1/25 REV 4 A5 PER Toy MECH. - MECHANICAL L� - w r -� 1 - - - i Drawn By: M.O. - MASONRY OPENING O.G. - ON CENTER I x p I z DB O.H. - OVERHANG P.G. - POURED CONCRETE I Project# P.T. - 'PRESSURE TREATED I I PROVIDE NEW, TOTAL (2)2"xl0" I R.B. - RIDGE BOARD ROOF LEDGER BOARDS (1) ® EA. 1 a' 25-025 RBM. - RIDGE BEAM ( END OF THE BEARING EDGE OF 1 i o THE NEW R.R. "LAY ON FLAT" I Scale on RFa - 'ROOF � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ' � R.R. - ROOF RAFTER AS NOTED " v R.T. - 'RAFTER TIE 5PEG5' - SPECIFICATIONS Date T.M.E. - TO MATCH EXISTING TYP. - TYPICAL 4/15/2✓ rz U.S. - UNDERSIDE �` B V.I.F. - 'VERIFY IN FIELD A-4 A-4 Sheet#H.P. - WOOD POST Q Wp, - WOOD W.M. - WATER METER ROOF E.M. - ELECTRIC METER G.M. - GAS METER SCALE: I/4"=I'-O" E N i GENERAL DEMOLITION NOTES I G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PROGEEDING WITH THE WORK. ANY DISCREPANCY WHIGH 15 FOUND BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDING WITH THE WORK. V 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL o W O n. O a 4 U. w INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND El ECTRIGAL 12 EXIST. ROOF o v � w c� N Lul �4 ASSEMBLY W z cn = >. !=0 U_ WORK TO BE RECESSED BEHIND FINISHED SURFACES. wow w s s Q CO UJ TO REMAIN w ~ DO wW0zzpWz = zv c� o w Q n WW � aQo! WUw � ww WON. t�� zowom WX W=) z = DEMOLITION PERFORMANCE DISCLAIMER 2U. W wg W ~ z° E z 1 V � S m � (> Z p ~ Z Q EXIST. GLC' gamzmd000 = x � GENERAL NOTES: ASSEMBLY a z a a R a W ~ Oa• �� THE ARCHITECT AND/OR H15 CONSULTANTS ASSUME NO TO REMAIN = w Q 0 U. Ln 15 O a 1 ) PROVIDE SIMPSON B SERIES JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS � _ - = z = a AT ALL AI='PLIGABLE LOCATIONS. PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL = �X ,- EXIST ~ ~ REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE GL DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH BEDROOM #2 2.) ALL BUILT UP LVL HEADERS TO BE "GOOD GENERAL PRACTIGES". SHOULD IN THE EVENT ANY N BOLTED OR NAILED AS PER STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION EXIST. FLOOR N ti PROCEDURES, THE CONTRACTOR 15 TO TEMPORARILY STABILIZE _ 12 ASSEMBLY ui E MANUFACTURER S REQUIREMENTS. THE STRUGTURE TO A "SAFE" CONDITION AND NOTIFY THE tT; 11 TO REMAIN N M V ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. `t } 8 '` Lu Z N co v 3.) DOUBLE ALL FLOOR JO 1 STS UNDER - a L N N o PARALLEL z Q ---- S. EXIST. WALL O W T- M (D CID ASSEMBLY w w L GENERAL BUILDING NOTES: ROOF COVERING NOTES: F a o 4) ALL HEADERS NOT I ND I GATED TO BE MIN. 1. ALL WOOD CONNECTIONS To REMAIN � (2) 2"XS" DOUG. FIR. LARGH # 2. TO BE STRAPPED AS PER -ROOF SLOPE LT R UP): a m 30 YR. ASPHALT ROOF SHEET N-I 4 N-2. SHINGLES ATOP 30# BLDG. 7 EXIST EXIST EXIST �; N 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILING 2. ALL LUMBER TO BE FELT, ATOP PLYWD. AS BEDROOM #I HALL BATH INDICATED ON SECTION. D000LAS FIR LARCH # 2. � ROOF OPENINGS. (TYP.) -ROOF SLOPE (2:12 - 4:12): EXIST. FLOOR EXIST. FND. 3. 1/2 GYP. BD. (TAPED 8 TO REMAIN N TO REMAIN ASSEMBLY 50 YR. ASPHALT ROOF 6.) ALL WOOD POSTS TO REGE I VE SOLID WOOD BLOGK I NG SPAGKLED - 3 GOATS SHINGLES ATOP (2) LAYERS MIND ON ALL WALLS � OF 30# BLDG. FELT w/ DOWN TO FOUNDATION OR GIRDER BELOW CEILINGS OVERLAPPED SEAMS, ATOP PLYWD. AS INDICATED ON _ 7) ALL NEW R.A I L I NG TO BE 3'-O" HIGH RAILING AS PER 4. NEW 3/4" PLYW SECTION. r EXIST GROWL D. SUBFLR. -ROOF SECTION. SLOPE O 5:12 - :12 : N S G R Q (� N.Y.S. CODE. ( O.G. SPAGING AS TO NOT ALLOW PASSAGE NAILED GLUED "LIBERTY" SELF ADHERING LOW SLOPING ROOF SYSTEM (n W OF A 4„ OR GREATER SPHERE.) COLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT " ALL APPLICABLE GABLE BY GAF , INSTALL AS PER BE 5ELEG�7ED BY OWNER MANUF' SPEG'S. ATOP PLYWD. LOCATIONS (SEE P.T. AS INDICATED ON SECTION ® 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO LUMBER NOTES BELOW) U -COLOR 8 STYLE TO BE STRUGTURE W/YY DIA. GALV. MTL. EXPANSION BOLTS OR SELECTED BY OWNER BUILDINO SECTION B-5 : 1— LAG. SGREWS @ 16" O.G. (STAGGERED TOP $ BOTTOM) P.T. LUMBER NOTES: -ALL HID. JOISTS IN CONTACT SCALE: 1/4"=1'-O" cl.) ALL GATHEDR.AL GE I L I NGS TO REGE I VE &-1/4" R-30G WITH GONG. SHALL BATT INSUL. W/ "RAFT-R-MATE" BY OWENS GORNING BE PRESSURE TREATED, TO ALLOW FOR ADEQUATE VENTING. PROVIDE P.T. JOISTS (AND/OR) P.T. BLOCKING AS • REQUIRED (TYP. ® ALL IO.) ALL FLOOR FRAMING TO BE AT 12" O.G. LOCATIONS) TYP. ROOF GONSTRUGTION: UNDER ALL BATHS / KITGHEN AREAS. -ALL CONNECTORS / 30 YR. ASPHALT ROOF SHINGLES CONNECTIONS IN CONTACT w/ (SEE ROOF COVERING NOTES, THIS SHEET) AGO (P.T) LUMBER MUST BE 1/2" EXTERIOR GRADE PLYWOOD GDX APPROVED BY MANUF, 2"AO" R.R. ® 16" O.G. AND MUST HAVE A FINISH PROVIDE ICE SHIELD WITH EXTRA CORROSION RE S RESISTANCE OF EITHER PROVIDE NEW "COR-A-VENT" SECTION AYMENT A5 PER SECTION RaO5.1.2 OF THE 5TAINLE-55 STEEL, HOT-DIP V-300 GONT' RIDGE VENT 2020 R.GN.Y.S. (TYP. ® W to 6ALVANI7ED(HDG OR ZMAX (5EE DETAIL, SHEET A-3) ALL LOCATIONS) U > — PROTECTION. 13/4, l4 ' x LVL R.B. RAFT-R-MATE" BY OWEN 5 CORNING N W p TO PROV'D MIN. I" AIR SPACE AS REG' T.O. ROOF z Q 0 t- IDE W, TOTAL (2)2"xlO" 12 FOR ADEQUATE VENTILATION (TYP) PROVIDE NE - - FOUNDATION NOTE #I: —I-4 „ BOTTOM OF NEW FOUNDATION ROOF LEDGER BOARDS (1) o EA. 2-o (2)2"x4" GONV TOP PLATE 3 �' V ABBREVIATIONS LEGEND ASSEMBLY TO BEAR ON c15% END OF THE BEARING EDGE OF w m w W Z AFF. - fOOVE FINISHED FLOOR COMPACTED FILL OR I TON THE NEW R.R. "LAY ON FLAT" - 5 SEAMLESS ALUMINUM - Z J (2pO0 PSF), 501E BEARING UTTERS AND LEADERS T.O. PLATE m G Q AVG. - f�VERAGE CAPACITY. G.G. TO VERIFY PROVIDE GALV. MTL. 2"AO" G.J. 2"xb" ALUM. NRAPPED T.O. WINDOW Z B.O. - BOTTOM OF SOIL CONDITIONS PRIOR TO RAFTER HANGER (TYP) ® I6" O.G. EW FASCIA BD. - - - Z BATT. INSI ATH GONT VENTED VINYL SOFFIT J CANT - CANTILEVER Q .J -� ~ POURING NEW FOUND. 8 TO (2)I-3/4"Ab" LVL 8-I/4" R-3Oc Z-011 J G.B. COLLAR BEAM CONTACT ARCHITECT IF GONT' RBM. L O.H. K tO G.J. - C:EILING JOIST POUR SOIL CONDITIONS ARE EXIST. R.B. PROV'D SOLI 2 xl0 R.R. _ T.M.E. TYP. WALL GONST: m G.L. - CENTER LINE ® 161,"O.G. UJ - GLG' - C:EILING DISCOVERED. ND. BLOCKING PROV'D 2"xl2" P.T. -' VINYL SIDING SELECTED BY OWNER UJ = d EXIST. ROOFly : TYVEK BUILDING WRAP O G.M.U. - CONCRETE MASONRY UNIT - - - 1- - V) LEDGER BOARD, GONT' - CONTINUOUS ASSEMBLY - -- 12 1/2" EXTERIOR PLYWOOD GDX ~ 1- FOUNDATION NOTES TO REMAIN 12 —� SECURED TO STRUG. G.T. - COLLAR TIE 5/5" DIA FOUNDATION ANCHOR: 8� _(SEE GEN. NOTE #g) 12 2"x4" HD STUDS ® 16" O.G. DBL. - DOUBLE „ % PROVIDE 2"AO" 2"xiO°_F.J. W/ HORIZONTAL BLOCKING Q DIA. - DIAMETER BOLTS ® 2-b O.G. MAX. AND LED&E _ 11 xs D.J. - DECK JOIST MAX 1'-0" FROM GORNERS. PBOARRD SECURED - T.O. FLOOR m E 4611 O.C::,-�,, 3-I/2" R-15 BATT INSUL. � W. - DISHWASHER - _ w/ 1/2" R-3 RIGID INSUL. cN W D TO STRUG. (SEE GEN. T.O. HDR. cv z 2"x4" CONT' SOLE PLATE = Y E.E. - EACH END BUILDING NOTE: NOTE #8) (2)1-3/?��xa-i/4" - �a-g „ T.O. WINDOW 3 � EXIST. WALL EXIST 2 A2 GONT. RIM JOIST - o MAINTAIN UPLIFT CONNECTIONS E.P. - ELECTRIC PANEL - LVL F HDR EXT. - EXTERIOR ® RAFTER ENDS AT NAILING - TOOSRREMAIN K I TGHEN _ „ „ i' .M� 2"xW GONT. RIM JOIST - °' F.J. - FLOOR JO15T PAD. TYP. FOR ALL FALSE 2 xl2 .J. N ui PROVIDE 6ALV. MTL. 2) 2"xb" P.T. SILL PLATE ON F.P. - FIREPLACE VALLEY GONNEGTIONS. ALSO _ _ ® ibrG. F.R.S.G. - FIRE RATED SELF CLOSING MAINTAIN VENTILATION JOIST HANGER (TYP) ii - COPPER TERMITE SHIELD w/ SILL 3 - Date Revision Issue w w -� b/21/25 REV I AS PER OWNER FTC' - F=OOTING f LIJNDRY r " -� Z I PROVIDE 2 x8 EW ' LONG J ANCHOR SECURE S o MAX. 12" t- GALV• - GALVANIZED �: �: H 9//22/25 REV 2 AS PER OWNER G.G. - GENERAL CONTRACTOR P.T. LEDGER 2-6 O.G. (MAX. 12 FROM GORNERS) HDR. - HEADER EXIST. FLOOR BOARD, SECURED " ASSEMBLY 2"x8" 'J 8 POURED GONG. FOUND. 4/26/25 REV 3 AS PER OWNER TO STF:UG. (SEE GEN. WALL ON c15� COMPACTED INSUL. - INSULATION NOTE: TO REMAIN @ I6" G. II/7/25 REV 4 AS PER Toy MANUF. MANUFACTURER 5EE SHT. N-2 FOR RAFTER NOTE #b) - _ z FILL OR I TON VIRGIN SOIL. T.O. FLOOR MEGH. - MECHANICAL TO PLATE TO STUD (COORDINATE WITH STRUCTURAL f`7 Drawn By: M.O. - MASONRY OPENING CONNECTION INFO. (TYP) -- PLANS) W O.G. - ON CENTER PROV'D 2" R-13 GRADE DB O.H. - OVERHANG PROV'D DEHUMIDIFIER GL05ED CELL SPRAY T P.G. - POURED CONCRETE EXIST. FND. iu FOAM INSUL. Project# P.T. - PRESSURE TREATED Z T AS PER SECTION R4O8.3. OR MN A MANUF' BY "APRILAIF:E" 5-1/2" R-21 ~ _ PROV'D 6 MIL. R.B. - RIDGE BOARD - n MODEL#E0�0 OR EQUAL. BATT. INSUL. _, Q POLYETHYLENE 25-025 R.BM. - RIDGE BEAM INSTALL DRAIN LINE TO o 1�(,Z' - REQUIRED EXTERIOR m VAPOR BARRIER Scale n RF. - ROOF PROVIDE SOLID WD. HELICAL PILE (TYP.; R.R. - ROOF RAFTER R.T. - RAFTER TIE BLOCKING A5 COORDINATE WITH S NOTED SPECS' - SPECIFICATIONS REQUIRED, 5'-0" O.G. STRUCTURAL DWGS) T.M.E. - l'O MATCH EXISTING MAX. SPAGING (TYP. Date 3 TYP, - TYPICAL ® ALL LOGATIONS) 4/15/25 "' U.S. - UNDERSIDE V.I.F. - \/ERIFY IN FIELD BUILlo I NC SF-GT 10N 5-13 Sheet# U_ LIN H.P. - NOOD POST HD. - WOOD W M. - WATER METER SCALE: I/4"=I'-O" Q E.M. - ELECTRIC METER 7 G.M. - OAS METER E 1' i TABLE N 1 102.4. 1 . I (R402.4. I .I) a GENERAL DEMOLITION NOTES EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) AIR BARRIER AND INSULATION INSTALLATION G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA . EXTENT OF HEADER WITH SINGLE PORTAL FRAME PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND MIN. 3 xll-I/4 NET HEADER STEEL HEADER BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE (ONE BRACED WALL PANEL) PROHIBITED IF 1/2" SPACER IS USED, PLACE I BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2'-IS' FINISHED WIDTH OF OPENING ON BACK 51DE OF HEADER FASTEN KING STUD TO FOR SINGLE OR DOUBLE PORTAL A CONTINUOUS AIR BARRIER SHALL BE l" 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT HEADER WITH 6 I6D = AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDING WITH SINKERS INSTALLED IN THE BUILDING ENVELOPE. AIR-PERMEABLE INSULATION SHALL NOT THE WORK. TENSION STRAP PER GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE BE USED AS A SEALING MATERIAL. PONY WALL TABLE 602.10.6.4 (ON CONTAINS A CONTINUOUS AIR BARRIER. 5. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, HEIGHT OPPOSITE SIDE OF REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL BREAKS OR JOINTS IN THE AIR BARRIER INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL SHEATHING) 0 0 0 0 0 0 0 0 SHALL BE SEALED. o Q U. Q0 W w 0 WORK TO BE R EGE55ED BEHIND FINISHED SURFACES. 0 0 0 0 0 0 0 0 0 THE AIR BARRIER IN ANY DROPPED w o w o WW- o a ~ I- Lu 0 0 0 0 LL S NEEDED PANEL o 0 0 0 0 GEILINO / SOFFIT SHALL BE ALIGNED WITH a m v �- m o o o o o 0 0 SPLICE EDGES SHALL U m z - W OGGUR OVER AND BE FASTEN TOP ME INSULATION AND ANY GAPS IN THE AIR THE INSULATION IN ANY DROP _ FASTEN SHEATHING TO HEADER WITH SD DROPPED � w � a a � � w w ►_- w w :: NAILED TO COMMON PLATE TO HEADER WITH CEILING / ATTIC BARRIER SHALL BE SEALED. CEILING/SOFFIT SHALL BE ALIGNED WITH m o w oo w o m W � - m � J COMMON OR GALVANIZED BOX NAILS IN 3 BLOCKING WITHIN THE TWO ROWS OF I6D THE AIR BARRIER. Lu a m W = z = DEMOLITION I ERFORMANCE DISCLAIMER GRID PATTERN A5 SHOWN ACCESS OPENINGS, DROP DOWN STAIRS Z a W o z o W MIDDLE 24 OF THE SINKER NAILS AT 3 O.G. o W _ Q z ❑ E z ~ PORTAL-LEG HEIGHT. -gyp• OR KNEE WALL DOORS TO UNCONDITIONED ,� F- 00 W w o Cn m w a HEADER TO JACK-STUD STRAP PER TABLE ATTIC 5PAGE5 SHALL BE SEALED. ga m z ❑ o 0 o � _ _ THE ARCHITECT AND/OR HIS CON50LTANT5 ASSUME NO R602.1Ob.4 ON BOTH SIDES OF OPENING ONE ROW OF 3" O.G. t- w NAILING IS REQUIRED ❑ a z Q Q ? W � _ W m RESPONSIBILITY FGR THE MEANS BY WHICH THE DEMOLITION 15 O = OPPOSITE SIDE OF 5HEATHIN6 CAVITIES WITHIN CORNERS AND HEADERS Cn m a °' w � a PERFORMED. THE CONTRACTOR AND HIS SUBGONTRAGTOR5 SHALL E- IN EACH PANEL EDGE. = w o z v' o REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE MIN. DOUBLE 2"x4" FRAMING COVERED THE JUNCTION OF THE FOUNDATION AND OF FRAME WALLS SHALL BE INSULATED _ - _ - m a MIN. 3/8 WOOD DRAWINGS IN A FR:OFES51ONAL MANNER IN ACCORDANCE WITH WITH MIN. 3/&" THICK WOOD STRUCTURAL STRUCTURAL PANEL SILL PLATE SHALL BE SEALED. BY COMPLETELY FILLING THE CAVITY - PANEL SHEATHING WITH W COMMON OR TYPICAL PORTAL WALLS WITH A MATERIAL HAVINO A THERMAL "GOOD GENERAL PfZAGTIGES". SHOULD IN THE EVENT ANY O FRAME CONSTRUCTION SHEATHING THE JUNCTION OF THE TOP PLATE AND THE RESISTANGE OF R-3 PER INCH MINIMUM. STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION GALVANIZED BOX NAILS AT 3 O.G. IN TOP OF EXTERIOR WALLS SHALL BE PROCEDURES, THE CONTRACTOR 15 TO TEMPORARILY STABILIZE O ALL FRAMING (STUDS AND SILLS) AS MIN. DOUBLE 2"x4" P05T EXTERIOR THERMAL ENVELOPE N � SEALED. E cV 5HOWN TYp. INSULATION FOR FRAMED WALLS SHALL Ld THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE - NUMBER OFJJA K STUDS KNEE WALLS SHALL BE SEALED. BE INSTALLED IN SUBSTANTIAL CONTACT ARCHITECT AND/OR: ENGINEER IMMEDIATELY FOR RECTIFICATION. MIN. LENGTH OF PANEL PER TABLE AND CONTINUOUS ALIGNMENT WITH THE N c ti t R602 LENGTH PER TABLES R602.7(I)4(2) AIR BARRIER. ui Z `" `O L CO MIN. (2) 1/2" DIAMETER ANCHOR BOLTS a `" `�' ❑ GENERAL NOTE': THE SPAGE BETWEEN FRAMING AND Z a � F- �� INSTALLED�PER 5EGTION R403.Ib WITH WINDOWS, SKYLIGHTS AND SKYLIGHTS, AND THE JAMBS OF WINDOWS 0 W c"'o m I.) PROVIDE S I MPSON B SERIES" JOIST HANGERS 2 x2 x3/I6 PLATE HASHER DOORS AND DOORS, SHALL BE SEALED. W W v v o AT ALL APPL I GABLE LOGATI ONS. 11.'::I[. 1�. . . I r;:I I :I I. a il ..�. •:II .Ir. .Ih as m ' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. to 2. ALL BUILT UP LVL HEADERS TO BE BOLTED OR NAILED AS PER BARRIER. MANUFAGTUF;ZER'S REQUIREMENTS. OYC-R OONGR TE OR MASONRY BLOOK FOUNDATION ANCHOR BOLTS PER FLOOR FRAMING CAVITY INSULATION W SECTION R403.1b SHALL BE INSTALLED TO MAINTAIN 3.) DOUBLE ALL. FLOOR JOISTS UNDER PERMANENT CONTACT WITH THE NAIL 50LE UNDERSIDE OF SUBFLOOR DECKING. O PARALLEL HALLS. ALTERNATIVELY FLOOR FRAMING CAVITY J WOOD STRUCTURAL NAIL SOLE PLATE (2) FRAMING ANCHORS PLATE TO JOIST FLOORS INCLUDING THE AIR BARRIER SHALL BE INSTALLED INSULATION SHALL BE IN CONTACT WITH I I PANEL SHEATHING TO J015T AS PER I I APPLIED ACROSS PER TABLE GANTILEVERED FLOORS AND AT ANY EXPOSED EDGE OF INSULATION. THE TOP SIDE OF SHEATHING OR 4.) ALL HEADERS NOT INDICATED TO BE MIN. �i TO TOP OF BAND TABLE R602.30) SHEATHING JOINT WITH A R602.3(I) FLOORS ABOVE GARAGES. (2) 2"x8" DOUG. FIR. LARCH # 2. I -- I I _ CONTINUOUS INSULATION INSTALLED ON OR RIM JOIST L__ _ CAPACITY OF 670 LBS. IN THE UNDERSIDE OF FLOOR FRAMING; AND THE HORIZONTAL AND - EXTENDING FROM THE BOTTOM TO THE VERTICAL DIRECTIONS TOP OF ALL PERIMETER FLOOR FRAMING 5.) DOUBLE ALL. JO I STS AROUND ALL STA I R , FLOOR, GE I L I NO i MEMBERS 3 � ROOF OPT=NINCS. (TYP.) _ ® U APPROVED BAND EXPOSED EARTH IN UNVENTED CRAWL GRAWL SPACE INSULATION, WHERE OR RIM JOIST GRAWL SPAGE WALLS SPACES SHALL BE GOVERED WITH A PROVIDED INSTEAD OF FLOOR 6.) ALL WOOD POSTS TO RECEIVE SOLID WOOD BLOGKING OVR RAISED WOOD FLOOR - FRAMIN& AaNGNOR OPTION GLASS I VAPOR RETARDER WITH INSULATION, SHALL BE PERMANENTLY DOWN TO FOUNDATION OR GIRDER BELOW (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OVERLAPPING JOINTS TAPED. ATTACHED TO THE WALLS. .) ALL NEW RAILING TO BE 3'-O" HIGH RAILING AS PER FONT C1 MATI ON SECTION DUGT SHAFTS, UTILITY PENETRATIONS, SHAFTS, PENETRATIONS AND FLUE SHAFTS OPENING N.Y.S. GORE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE EXTERIOR OR UNCONDITIONED SPAGE OF A 4" OR GREATER SPHERE.) COLOR AND STYLE TO _ NAIL 501E SHALL BE SEALED. • BE SELECTED BY OWNER I WOOD STRUCTURAL NAIL SOLE PLATE ri ATTACH SHEATHING TO PLATE TO JOISTBAITS IN NARROW CAVITIES SHALL BE PANEL SHEATHING TO JOIST AS PERBAND OR RIM JOIST WITH PER TABLE d 1 TO TOP OF BAND TABLE Rb02.3(1) SD COMMON NAILS AT 3" R602.30) GUT L FIT OR NARROW CAVITIES 8.) ALL NEW LEDGER BOARDS TO BE SECURED TO I OR RIM JOIST I 1 O.G. TOP AND BOTTOMrt, NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT „ , J�� 0 L , 0 0 0�0 „ �, �O HETALLATION READILY AVAILABLE CAVITY SPAGE.MS STRUGTURE w/Y2 D I A. GALV. MTL. EXPANSION BOLTS OR LAG. SGREWS (9 16" O.G. (STAGGERED TOP 4 BOTTOM) AIR SEALING SHALL BE PROVIDED GARAGE SEPARATION BETWEEN THE GARAGE AND q.) ALL CATHEDRAL GE I L I NGS TO RECEIVE &-1/4" R-30G APPROVED BAND CONDITIONED SPACES. BATT INSUL. W/ "RAFT-R-MATE" BY OWENS GORNING WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM J015T OR RIM J015T REGESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED RECESSED LIGHT FIXTURES INSTALLED IN W IN THE BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE SHALL tll W TO ALLOW FOR ADEQUATE VENTING. O1r4ER RAISD WOOD FLOOR - OVLRLAP OPTION SHALL BE SEALED TO THE SURFAGE. BE AIR TIGHT AND IG RATED. J U } TO BE AT 12" O.G. (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) IN EXTERIOR WALLS, BATT INSULATION � W O r 10.) ALL FLOOR FRAMING / 1=RO1�lT �L�Y�TION SHALL BE GUT NEATLY TO FIT AROUND 1� Q PLUMBING AND WIRING WIRING AND PLUMBING OR INSULATION Q UNDER ALL BATHS KITCHEN AREAS. I=I&7IM Rt=•I0k.4 THAT ON INSTALLATION, READILY O ..r GONFORMS TO AVAILABLE SPACE, SHALL Z ABBREVIATIONS LEGEND HEATING NOTE: /' /' �I �I �/ EXTEND BEHIND PIPING AND WIRING. W p Q AFF. - ABOVE FINISHED FLOOR HEATING SYSTEM SHALL BE METHOD V5-FF - VOI `tT1 I `�UOU5L I THE AIR BARRIER INSTALLED AT EXTERIOR J AVG. - AVERAGE PROVIDED IN ACCORDANCE WITH SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO Z B.O. - BOTTOM OF CHAPTER 14 OF THE 2020 R.G.N.Y.5. 5HEATHED PORTAL. FRAME PANEL CON5TRUGT I O1� WALL SHALL SEPARATE THEM FROM THE SHOWERS AND TUBS SHALL BE INSULATED. CANT' - CANTILEVER G.B. - COLLAR BEAM SHOWERS OR TUB. � 'J J � G.J. - CEILING JOIST N.T.S. THE AIR BARRIER SHALL BE INSTALLED � 2 K InG.L. - CENTER LINE AIR LEAKAGE NOTE (MANDATORY): ERICAL / PHONE BOX ON BEHIND ELECTRICAL AND GOMMUNIGATION W 0LG' - GEILING EXTERIOR WALLS Z O tF G.M.U. - CONCRETE MASONRY UNIT N1102.4 - THE BUILDING THERMAL HOT WATER BOILER OUTDOOR HEATED WATER CIRCULATION AND BOXES. ALTERNATIVELY, AIR W BOXES SHALL BE INSTALLED..SEALED CONT' - CONTINUOUS ENVELOPE SHALL BE CONSTRUCTED TEMPERATURE SETBACK NOTE: TEMPERATURE MAINTENANCE G.T. - COLLAR TIE TO LIMIT AIR LEAKAGE IN HOT WATER BOILERS THAT SUPPLY SYSTEMS (MANDATORY): ` ✓� DBL. - DOUBLE -. ACCORDANCE WITH THE HEAT TO THE BUILDING THROUGH ONE- BOOT SUPPLY AND RETURN REGISTER -moo HVAG REGISTER BOOTS BOOTS THAT PENETRATE BUILDING a DIA. - DIAMETER REQUIREMENTS OF SECTIONS NI102.4.1 OR TWO-PIPE HEATING SYSTEMS HEATED WATER CIRCULATION THERMAL ENVELOPE SHALL BE SEALED TO D.J. - DECK JOIST (R402.4.1) THROUGH N1102.4.6 SHALL HAVE AN OUTDOOR SETBACK SYSTEMS SHALL BE IN ACCORDANCE THE SUBFLOOR, WALL COVERING OR E D.W. - DI5HWA5HER (R402.4b) OF THE 2020 R.G.N.Y.5. CONTROL THAT LOWERS THE BOILER WITH SECTION N1103.5.1.1. (R4035.1.1) CEILING PENETRATED BY THE BOOT. a, z EA. - EACH WATER TEMPERATURE BASED ON THE HEAT TRACE TEMPERATURE c WHEN REQUIRED TO BE SEALED Y E.E. - EACH END OUTDOOR TEMPERATURE IN MAINTENANCE SYSTEMS SHALL BE IN 3 E.P. - ELI=GTRIG PANEL ACCORDANCE WITH THE ACCORDANCE WITH SECTION CONGEALED FIRE SPRINKLERS SHALL o a EXT. - EXTERIOR HOT WATER PIPES NOTE: REQUIREMENTS OF SECTION N1105 2 N1103.5.1.2. (R403.5.1.2) AUTOMATIC, ONLY BE SEALED IN A MANNER THAT IS F.J. - FLOOR JOIST (R403.2) OF THE 2020 R.C.N.Y.S. CONTROLS, TEMPERATURE SENSORS CONGEALED SPRINKLERS RECOMMENDED THE MANUFACTURER. F.P. - FIREPLACE HOT WATER PIPES SHALL BE AND PUMPS SHALL BE ACCESSIBLE. CAULKING OR OTHER ADHESIVE SEALANTS Date Revision Issue F.R.5.G. - FIFE RATED SELF CLOSING INSULATED IN ACCORDANCE WITH THE MANUAL CONTROL5 SHALL BE SHALL NOT BE USED TO FILL VOIDS FTC' - FOOTING REQUIREMENTS OF 5EGTION NI103.5.3 READILY AGGE551BLE. BETWEEN FIRE SPRINKLER COVER PLATES 8/21/25 REV I A5 PER OWNER GALV. - GALVANIZED (R403.5.3) OF THE 2020 R.G.Y.S. MECHANICAL VENTILATION AND WALLS OR CEILINGS. q//22/25 REV 2 A5 PER OWNER G.G. - GENERAL CONTRACTOR (MANDATORY) NOTE: a. IN ADDITION, INSPEGTION OF LOG WALLS SHALL BE IN AGGORDANGE WITH THE PROVISIONS OF IGG-400. q/26/25 REV 3 AS PER OWNER HDR. - HEADER THE BUILDING 5HALL BE PROVIDED DEMAND REGIRC".ULATION SYSTEMS INSUL. - INSULATION WITH VENTILATION THAT MEETS THE NOTE: IIl7/25 REV 4 AS PER T05 MANUF. - MANUFACTURER LIGHTING NOTE: REQUIREMENTS OF SECTION M1505 OF MECH. - MECHANICAL THE 2020 R.G.N.Y.5. OR WITH OTHER IN ACCORDANCE WITH 5EGTION Drawn By: M.O. - MASONRY OPENING APPROVED MEANS O VENTILATION. NI1035.2 (R403.52) OF THE 2020 O.G. - ON CENTER NEW LIGHTING SYSTEMS THAT ARE OUTDOOR AIR INTAKES AND EXHAUSTS R.G.N.Y.5., DEMAND REGIRC.ULATION DB O H - OVERHANG PART OF THE ALTERATION SHALL SHALL HAVE AUTOMATIC OR GRAVITY P.G. - POURED CONCRETE COMPLY WITH SECTION NI104.1 (R404.0 DAMPERS THAT CLOSE WHEN THE WATER SYSTEMS SHALL HAVE CONTROLS THAT COMPLY WITH BOTH P.T. - PR IN ACCORDANCE WITH THE E55URE TREATED VENTILATION SYSTEM 15 NOT OF THE FOLLOWING: Project# R.B. - RIDGE BOARD REQUIREMENTS OF SECTION NIIOcI.I.4 OPERATING IN ACCORDANCE WITTY (Pw5.1.4) OF THE 2020 R.G.N.Y.5. 25-02�✓- R3M. - RIDGE BEAM SECTION N1103.6 (R403.6) OF THE I. THE CONTROLS SHALL START THE 0 REQ' - REQUIRED 2020 R.G.N.Y.5. PUMP UPON RECEIVING A SIGNAL Scale RF. - ROOF FROM THE ACTION OFA USER OF A o - ROOF RAFTER R.R. FIXTURE OR APPLIANCE, 5ENSING R.T. - RAFTER TIE THERMOSTAT NOTE: THE PRESENCE OF A USER OF A S NOTED " SPECS' - SPECIFICATIONS CONTROLS (MANDATORY) FIXTURE OR SENSING THE FLOW OF Date T.M.E. - TO MATCH EXISTING AT LEAST ONE THERMOSTAT SHALL - - 3 BE PROVIDED AND INSTALLED FOR HOT OR TEMPERED WATER TO A ✓'/25 gyp, - TYPICAL FIXTURE FITTING EACH SEPARATE HEATING COOLING OR APPLIANCE. > U.S. - UNDERSIDE SYSTEM IN ACCORDANCE WITH THE Y.I.F. - VERIFY IN FIELD REQUIREMENTS OF SECTION NI103.1 2. THE CONTROLS SHALL LIMIT THE Sheet# Hp. - WOOD POST TEMPERATURE OF THE WATER (R403.1) OF THE 2020 R.C.N.Y.5. yyp, - WOOD ENTERING THE GOLD WATER PIPING R 4 W.M. _ WATER METERER TO NOT GREATER THAN 104°F ------- E.M. ELI GTR G - GAS METER (40 G), i I E I TOP OF CHIMNEY I 4 TO BE 2'-0" HIGHER THAN ANY ROOF AREA O 2 WITHIN A 10'-0" RADIUS �y I I 12 fi 3 T.O. ROOF 4 (V aww ULLZ � a 4 w m U.0R � LL0 � � JX: Z W Ow }O F- aQ F F LL t I- x � m0TS0 T.O. PLATE m a1= LL � Vz = xF- OF- � T.O. WINDOW ZW � aQxW IL Ww � wW 12 n , / — apwitWOa � ? � ZF- I 6 �x � a � F- cn0Uo0x z a.LLD Wm � wOo LU mZQ i n I N Q W N w I II I LU co----ll---- O � aaQ � � °" wLLa3 SW to OZf� J0 12 17 2 3 I 8 T.O. FLOOR m N N T.O. HDR. c�v Ld E 10 Q T.O. WINDOW } o ; t / \II WZtiti L > a LLJ— \ X — OWtMO � J W �..� la I U l a 0 LC _ ® r ELEVATION LEGEND a J � CO) c to GOR-A-VENT V-300 RIDGE VENT HIGH PERFORMANCE INSULATING WINDOWS 8 GLASS Z T.O. FLOOR I (SEE DETAIL, SHEET A-3) 7 DOORS AS MANUFACTURED BY "ANDERSEN" OR EG2UAL. _ DP30 400 SERIES _ fn 30 YEAR ASPHALT ROOF SHINGLE N 2 COLOR AND STYLE TO BE SELECTED BY OWNER. Y�" WIDE WINDOW DOOR TRIM CASING 8 3 ---- r-.- - _ - - - : GRADE EE ROOF COVERING NO COLOR AND STYLE TO BE SELECTED BY OWNER. (a (5 TES 3 2"x8" ALUMINUM WRAPPED FASCIA BOARD. 4" CORNER VINYL TRIM BOARD ( )rL-- - - -- -- -------- -- - - -- -- -- --- - -- -J � COLOR AND STYLE TO BE SELECTED BY OWNER. 5" 5EAMLE55 ALUMINUM GUTTERS AND LEADERS L — —— — — —— — — — — — — — — — — —— — — — — — — —— —— — — ————J c� 4 DOWN TO NEW CONCRETE SPLASH BLOCKS 3'-O" HIGH RAILING AS PER N.Y.S. CODE. (O.G. SPACING AS AT GRADE. (NOT SHOWN FOR CLARITY) IO TO AND STYLE TO EOSELEGTED BYWN A 4" OR 6REATER OER SPHEREa zj CONTINUOUSLY VENTED VINYL CONGEALED ALUMINUM STEP FLASHING FRONT ELEVATION SOFFIT. I I AT ALL ROOFMALL INTERSECTIONS. O U VINYL SIDING, COLOR AND STYLE TO BE , SCALE: I/4"=I'-0" 6 SELECTED BY OWNER �.. W LU U } TOP OF CHIMNEY z Z Y — - TO BE 2'-0" HIGHER 1 j THAN ANY ROOF AREA fv Q Q i cv WITHIN A 10-O RADIUS lu U) T.O. ROOF I N _ �n Cl) m z I -�I 0 w � 0 m _ T.O. PLATE (J) — T.O. WINDOW 2 J X w \ I U-! 4 - -- -- --- --- -- --- a 5 \ E mIlk T.O. FLOOR —� 3 � � cc 'O iv T.O. HDR. b o a T.O. WINDOW ----------------------- Date Revision/Issue - &/21/25 REV I AS PER OWNER I -j 2/25 REV 2 AS PER OWNER W _ W 4/26/25 REV WN 5 A5 PER OER z II/7/25 REV 4 AS PER T05 a i Drawn By: ' DB T.O. FLOOR — I I (h Project # GRADE 25-025 - — — o Scale in A5 NOTED N � L - -- ---- -- -- -- -- -- - - - - -- --I _ _ — - Date 3 ---- --- - - - - - - - -- -- -- - in -�_ALi NET - - 4115/25 in B.O. FTC. Sheet# 51DE ELEVATIONelm 4 j ® � SCALE: 1/4"=I'-O" 3 3 Y N 41� o � r WLuui a: U. OLL2 > WVW ❑ UN = = ❑ — � Ow � W ❑ F- F- aZ 0L 0 a0 W 0 W VQ 0 a- z b W as Ww wW a0We: Ul0 (L � � � z = 20- oz - 00000 c� mimnbz ❑ ~ za �- H WWOymW ❑ 9F = = �UZ ❑ 0 ya � aQQCaZQ LL U) Q mu. � Oa Fcn 0zQ �� cm N N in W E 10 y. a � r Ld Z N <O i a V N N m z -- 0 CV) m� W W L E LE Ce !/ATION LEGEND y o _ I GOR-A-VENT V-500 RIDGE VENT HIGH PERFORMANCE INSULATING WINDOWS 4 GLA55 (SEE DETAIL, SHEET A-3) -I DOORS AS MANUFACTURED BY "ANDERSEN" OR EG UAL. 30 YEAR ASPHALT ROOF SHINGLE DP30 400 SERIES 2 COLOR AND STYLE TO BE SELECTED BY OWNER. 3 Y2" WIDE WINDOW 4 DOOR TRIM CA51NO • (SEE ROOF COVERING NOTES, SHEET A-3) 8 COLOR AND STYLE TO BE SELECTED BY OWNER. O U 3 2"x&" ALUMINUM WRAPPED FASCIA BOARD. 4" CORNER VINYL TRIM BOARD COLOR AND STYLE TO BE SELECTED BY OWNER. [•. 5" SEAMLESS ALUMINUM GUTTER5 AND LEADERS Q U .4 DOWN TO NEW CONCRETE SPLASH BLOCKS 3'-0" HIGH RAILING AS PER N.Y.S. CODE. (O.G. SPACING A5 AT GRADE. (NOT SHOWN FOR CLARITY) T.00LOR AND STYLE TO BE SELECTED BY OW1 ER C NOT ALLON PA55A&E OF A 4" OR SPHERE) �} �j CONTINUOUSLY VENTED VINYL (DAT CONGEALED ALUMINUM STEP FLASHINGREAR ELEVATIOil SOFFIT. ALL ROOF/WALL INTERSECTIONS. VINYL SIDING, COLOR AND STYLE TO BE SCALE: 1/4"=I'-O" 6 SELECTED BY OWNER �.. W ILI U _} TOP OF CHIMNEY Q TO BE 2'-0" HIGHER tu wW O — THAN ANY ROOF AREA 4 WITHIN A 10'-0" RADIUS �y Q 3 — J T.O. ROOF *� W 5 z wm O < W z � — x T.O. PLATE _ m J 1 T.O. WINDOW � K N UJI L - 4 E ` 5 T.O. FLOOR m o C= T.O. HDR. Adc�v ❑ °' (� T.O. WINDOW Date Revision/Issue S/21/25 REV I A5 PER OWNER q//22/25 REV 2 A5 PER OWNER uj = W _� q/26/25 REV 3 A5 PER OWNER Ti Z r L/25 REV 4 A5 PER TO Drawn By: a T.O. FLOOR _ ft) Project# 10 -' GRADE 25-025 ry — — s ry Scale n _ AS NOTED _ Oz i fn Date 3 1 L - - - - - - -- -- � -- 4/IS/25 > —�- B.O. FTC. Sheet# 51DE ELEVATION 7 SCALE: I/411=I'-O" INSULATED EXTERIOR STUD WALL INSTALL 1"RIGID INSULATION CUT TO PROVIDE BLOCKING AT TILE SURROUND FINISH— FIT BETWEEN THE RAFTERS.FOAM STUD CAVITY AT SHOWER 1"RIGID INSULATION INTERIOR CONDITIONED AT EXTERIOR WALL (2)LAYERS RIGID SEAL BOTH SIDES ALONG RAFTER ffNSUATION ROUGH CUT AROUND SPACE CONTINUOUS BEAD OF k WITH EXPANDING FOAM SEALANT. MANUFACTURED THIN- ROOM ABOVE GARAGE VENTILATION CHUTE VENTILATION CHUTE CAVITY INSUATIO SEALANT CEMENT BACKER BOARD MAINTAIN EQUAL VENT SPACE FOR -AIR SEAL PERIMETER PROFILE ATTIC LENGTH OF RIGID INSULATION ATTIC INSULATION VENTILATION BAFFLE VENTED AIRSPACE VENTED AIRSPACE WITH EXPANDING =_ = WOOD FLOOR TRUSS INSTALL 1"RIGID ATTIC INSULATION FOAM SEALANT (FULL WIDTH) ATTIC INSULATION = ASSEMBLY INSULATION VERTICALLY A A A CAVITY INSULATION TO CONNECT 1"RIGID INSULATION INSULATING SHEATHING TILE SURROUND FINISH EXPANDING FOAM SEALANT TO RIGID INSULATION V V = CEMENT BACKER BOARD AT PERIMETER OF STUD CAVITY BAFFLE.FOAM SEAL -- - _ = 1"RIGID INSULATION INSULATED EXTERIOR PROVIDE 3/8"CHANNEL EACH BOTH JOINTS _- CONTINUOUS BEAD STUD WALL C V OF SEALANT 2x2 SLEEPERS 16"OC THIN-PROFILE WALL SIDE OF INSIDE PANEL FOR W � ui a LL Q' EXPANDING PERIMETER O c� O p INTERIOR CONDITIONED 1"RIGID INSULATION SHEATHING o Q m v cn wl.0 CONTINUOUS BEAD CONTINUOUS BEAD SPACE FOAM SEAL V > U. w w 0,0 cn OF SEALANT GARAGE Ix Z m � - !- m O c O CONTINUOUS BEAD F- � LL OF SEALANT wow � Hy p Q OF SEALANT INSULATED DEMISING Q _ _ 1 1/2"RIGID INSULATION WALL (UNCONDITIONED SPACE) n F- LL W v Z = m i- O H 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL 1 1/2"RIGID INSULATION w v O w it Q p a. Z = Z b EXTERIOR INSULATED WALL m ' F- a w O a � Lu H w w EXTERIOR INSULATED WALL SHOWER PANNUFACTURED SHOWER PANkNUFACTURED C5 a n a o Z D p 0 0 0 Z =) w -jw �- I " RIGID INSULATION AS ATTIC AIR BARRIER AT GARAGE BAND Q (n a m W W o N_ CO W EXPANDING FOAM EXPANDING FOAM p w Z Z cn Z O Q 'I " EXTERIOIR INSULATION SHEATHING EAVE BAFFLE CUT AROUND THIN""PROFILE ATTIC EAVE JOIST // `I " —WOOD FRAME --WOOD FRAME m Q < LL RIGID INSULATION a Z Q Q �13 a W LL N FLOOR ASSEMBLY FLOOR ASSEMBLY = m O Z O a AS ATTIC ]EAVE BAFFLE AND VENT MANUFACTURED VENT BAFFLE AND VENT WITH 2x2 WOOD FURRING - N INTERIOR CONDITIONED N LO SPACE I I I ROOM ABOVE GARAGE INTERIOR CONDITIONED CAVITY INSULATION I�f AIR SEALING BEHIND AIR SEALING BEHIND SPACE N m v ROOM ABOVE GARAGE y; . WOOD FLOOR TRUSS CAVITY INSULATION c ►� ASSEMBLY WOOD FRAME FLOOR WOOD FRAME FLOOR SHOW R WI H SHOWER WITH CAVITY LLIZN <G WOOD FLOOR TRUSS ASSEMBLY ASSEMBLY w ►� ti m -- CAVITY INSULATION _ ASSEMBLY CONTINUOUS BEAD OF CONTINUOUS BEAD OF THIN-PROFILE SHEATHING RIGID INSULATION a 1 1/2"RIGID INSULATION -= CAVITY INSULATION SEALANT SEALANT O 1"RIGID INSULATION HVAC DUCT W W 6. to o 1 1/2" V V � Wau: RIGID INSULATION -- - WOOD FRAME SOFFIT WOOD FRAME SOFFIT a. m CONTINUOUS BEAD 2x4 SLEEPERS 16"OC -- 1"RIGID INSULATION ASSEMBLY ASSEMBLY _ V N ~ OF SEALANT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD INTERIOR CONDITIONED 1 1/2"RIGID INSULATION PROVIDE INTERIOR SHEATHING PROVIDE INTERIOR SHEATHING SPACE GARAGE INTERIOR CONDITIONED 1x3 SLEEPERS 16"OC AT EXTERIOR WALL PRIOR OF SEALANT INSULATED DEMISING (UNCONDITIONED SPACE) SPACE 1"RIGID INSULATION TO SOFFIT ASSEMBLY AT EXTERIOR WALL PRIOR TO SOFFIT ASSEMBLY CONTINUOUS BEAD WALL INSULATED DEMISING GARAGE OF SEALANT WALL (UNCONDITIONED SPACE) _ CONTINUOUS BEAD CONTINUOUS BEAD CONTINUOUS MINIMAL OF SEALANT OF SEALANT EXPANDING FOAM AT _ = r 1 AIR BARRIER R AT GARAGE BAND WINDOW PERIMETER Q `CL AIR BARRIER AT GARAGE BANDRRIER CEILING GYPSUM BOARD �..�I W JOIST /I 'I RIGID INSULATION Im OF SEALAIR ANT JOIST // 1 1 /2" RIGID " O CONTINUOUS BEAD CONTINUOUS BEAD � U INSULATION WITH 2x� SLEEPERS WITH `I x3 WOOD FURRING AIR SEAL AT DUCT SOFFIT AIR SEAL AT BUILT-OUT SOFFIT WlNDOWUNITAS OF SEALANT AIR BARRIER CONTINUOUS MINIMAL EXPANDING FOAM AT CONTINUOUS MINIMAL WINDOW PERIMETER • r..e EXPANDING FOAM AT,;� "'Q'� WINDOW PERIMETER 3+ CEMENT BACKER BOARD °� TUB SURROUND FINISH CEMENT BACKER BOARD CONTINUOUS BEAD TUB UNIT TUB SURROUND FINISH OF SEALANT e SILL SEALER CONTINUOUS BEAD ,3 CONTINUOUS BEAD SILL SEALER TUB SURROUN TUB UNIT OF ADHESIVE WINDOW UNIT AS METAL FLASHING OF SEALANT BEYOND TUB SURROUN CONTINUOUS BEAD AIR BARRIER WITH 1/4"DRIP METAL FLASHING CONTINUOUS BEAD ( ) OF SEALANT CONCRETE SLAB WITH 1/4"DRIP OF SEALANT (BEYOND) CONTINUOUS MINIMAL 3/4"THICK RIGID CONCRETE SLAB CONTINUOUS BEAD EXPANDING FOAM AT INSULATION ° ° WINDOW PERIMETER ° ��.°. �° ��° . � g �D 1"THICK RIGID OF SEALANT (2)LAYERS RIGID PROTECTIVE ° • . D'" '° e. ° ° PROVIDE BLOCKING AT INSULATION INSULATION B ° _ STUD CAVITY AT TUB CONTINUOUS BEAD COVERING PROTECTIVE °° . OF SEALANT r.. .' g AT EXTERIOR WALL EXPANDING FOAM SEAL NT FINISH GRADE oe COVERING �. AT PERIMETER OF STU CAVI CONTINUOUS BEAD FINISH GRAD ° o° ° INSULATED EXTERIOR PROVIDE 3/8"CHANNEL ACH OF ADHESIVE ° ° •:' STUD WALL SIDE OF INSIDE PANEL OR °' CONTINUOUS BEAD a o — THIN-PROFILE WALL OF SEALANT ° — — OF SEALANT CONTINUOUS BEAD SHEATHING FULL WIDTH OF MUDSILL EXPANDING PERIMETE A CONTINUOUS SILL SEALER e CONTINUOUS BEAD FOAM SEAL //�///� - ° e - OF SEALANT CONTINUOUS BEAD %\%\` FOUNDATION WALLAS ° c OF SEALANT \//\\//\\ . AIR BARRIER 6 MIL POLYETHYLENE ° /\/\ a CONCRETE SLAB AS • ° C ° 5n o e \//\//\° AIR BARRIER (CONTINUE UNDER 6 MIL POLYETHYLENE EXPANDING FOAM EXPANDING FOAM \ ° / CONTINUOUS BEAD ENTIRE SLAB) e (CONTINUE UNDER --WOOD FRAME �\ a \/\/\/\� OF SEALANT ENTIRE SLAB) FLOOR ASSEMBLY WOOD FRAME FLOOR ASSEMBLY i�� W Itu CONCEPTUAL AIR N Z � TURNED DOWN CONCRETE SLAB TURNED DOWN CONCRETE CONCEPTUAL AIR w Q AIR SEALING BEHIND TUB SEALING STRATEGY // SEALING STRATEGY // < p 3 3/4" RIGID INSULATION SLAB // 1 " RIGID INSULATION WITH THIN-PROFILE AIR SEALING BEHIND TUB WITH w CAVITY RIGID INSULATION LOWER WALL SECTION UPPER WALL SECTION � >� �- SHEATHING // SECTION wmz z_ Q CONTINUOUS BEAD OF SEALANT TUB UNIT— CONTINUOUS BEAD OF ADHESIVE INTERIOR VERTICAL CHASE INSTALL PLUMBING AT W < 2 OF SEALANT S BEAD PROVIDE INTERIOR SHEATHING INTERIOR WALL ATTIC INSULATION I W J j AT EXTERIOR WALL PRIOR th TO INTERIOR WALL ASSEMBLY WOOD TRUSS FRAMING SHEATH INTERIOR OF O FLOOR TRUSS >< ATTIC ACCESS TO ASSEMBLY +1"OF INSULATION I y LEVEL w �- INTERIOR 1"RIGID INSULATION N WALL INTERIOR VERTICAL CHASE CONTINUOUS BEAD W CONTINUOUS INTERIOR PROVIDE INTERIOR SHEATHING OF SEALANT AT EXTERIOR WAOF SEALANT WALL PRIOR TO INTERIOR WALLL ASSEMBLY ok{ ACCESS PANEL ` CONTINUOUS BEAD PANEL SNUG WITH E OF SEALANT PREFAB FIREPLACE UNIT £ INTERIOR GYPSUM WALLBOARD PERIMETER SCREWS PREFAB Z INSULATED EXTERIOR FIREPLACE UNIT TRIM AS REQUIRED STUD WALL INSULATED EXTERIOR 3 AS AIR BARRIER LADDER BLOCKING AS REQUIRED d Lt FINISH CEILING INSTALL INTERIOR m p INSULATED EXTERIOR WALL LADDER BLOCKING AS REQ'D SHEATHING PRIOR TO STUD WALL 0- INSULATED EXTERIOR WALL INSTALLATION OF INSTALL INTERIOR CONCEPTUAL AIR SEALING STRATEGY AIR SEALING AT CORNER AIR SEALING AT CORNER AIR SEALING AT ATTIC PREFAB F.P.UNIT SHEATHING PRIOR TO INSTALL SOLID INSTALLATION OF Date Revision/Issue AT UPPEER FLOOR BAND JOIST VERTICAL CHASE VERTICAL BATHTUB CHASE HATCH // FINISH SCREWS BLOCKING- PREFAB FIREPLACE EXPANDING FOAM UNIT 8/21/25 REV I AS PER OWNER SEALANT AROUND V22/25 REV 2 AS PER OWNER PERIMETER OF PROVIDE RIGID BLOCKING-EACH BAY 11 q/26/25 REV 3 AS PER OWNER INSULATION BAFFLE AROUND VENTILATION II/7/25 REV 4 AS PER TOS GYPSUM BOARD BOX ENCLOSURE CHUTE-FOAM SEAL ATTIC INSULATION MANUFACTURED RECESSED LIGHT ENCLOSURE PERIMETER OF CAVITY INSULATION CONTINUOUS BEAD OF Drawn B ATTIC INSULATION RIGID INS SEALANT y . ~ DB ATTIC TRUSS ATTIC TRUSS CONTINUOUS B FLOOR ASSEMBLY OF SEALANT PROVIDE RIGID CAVITY INSULATION WOOD FRAME PROVIDE STUD CAVITY CLOSURE INSULATION BAFFLE UNINSULATED KNEE WALL CAVITY INSULATION ON THE BACK SIDE OF EACH AROUND VENTILATION WOOD FRAME Project# STUD CAVITY CHUTE-FOAM SEAL RIGID INSULATION FLOOR ASSEMBLY— PERIMETERn z OF CLOSURE AT INTERIOR :25-O25 A RIGID INS. OF RAFTER CAVITY CONTINUOUS BEAD 3" 3" OF SEALANT o MIN MIN CAVITY INS. EXPANDING FOAM SEALANT 1"RIGID INS. CONTINUOUS BEAD OF SEALANT ptS NOTED _ AT RIGID INSULATION/ SOFFIT CLOSURE SUBFLOOR INTERFACE EXPANDING FOAM SEALANT AT PERIMETER PROVIDE SOLID BLOCKING CONTINUOUS BEAD OF SEALANT LL EXPANDING FOAM SEALANT AT PERIMETER BENEATH KNEE WALL Date CONTINUOUS BEAD OF SEALANT AIR SEALING AT AIR SEALING AT PLATFORM 6 —LLL DRYWALL CEILING DRYWALL CEILING 4�I5�25 RECESSED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE CAVITY INSULATION BAND JOIST INSULATION m BLOCKING AS REQUIRED CANT' MANUFACTURED FOR MANUFACTURED Sheet# a AIR SEALING AT RECESSED AIR SEALING AT RECESSED CONCEPTUAL INS. AT CONCEPTUAL INS. AT CAPE- FIREPLACE ASSEMBLY FIREPLACE ASSEMBLY 4 LIGHTING IN ATTIC LIGHTING IN ATTIC CAPE-STYLE ROOF // CLG. STYLE ROOF // ROOF CAVITY AND KNEE WALL CAVITY INS. INS. WITH RIGID INS. CLOSURE E l I , l CAVITY INS. RIGID INS. CAVITY INS. ELECTRICAL WIRE Y AT SLOPE RIGID INS. PLUMBING PIPE ; AT SLOPE TOP PLATE , INSTALL SHEATHING ON NSTALL TOP PLATE TRUSS PRIOR TO SHEATHING ON EXPANDING FOAM SEALANT VEN FRAMING WALL VEN TRUSS PRIOR TO EXPANDING FOAM ATTIC CAVITY INS. ATTIC VENT FRAMING WALL VENT SEALANT ATTIC ATTIC WALL STUD UNCONDITIONED SPACE WALL STUD Oa L) > U w r -; � _ _ CAVITY INSULATION o — a N W � F- = >- m0 = O CONDITIONED SPACE QZ � � � z = aH �OF�- F_ CONCEPTUAL INSULATION bJ CONCEPTUAL INSULATION PRACTICE WWOW4ao Z = z L, W W Z O a � � W W ~ � H WOa � � � z — PRACTICE AT ATTIC-STYLE TRUSS AT ATTIC-STYLE TRUSS SYSTEM II z a = W O Z w ° c2WxmWc~iZo � za AIR SEAL AT TOP PLATE AIR SEAL AT TOP PLATE LL ; . W W SYSTEM II ABOVE ABOVE CONDITIONED SPACE PIPE PENETRATION ELECTRICAL PENETRATION 0. Z W 0. � LL ° UNCONDITIONED SPACE D a Z a n Z ix it � � Q 0 OFW- 0": ►=- FN = Z � QO N O N N U-) Ld E N T N M V N � p ti t 111 Z N (p L > W1� hm Z < r 0 m m m V FLOOR GRILLE WW �� ;v FLOOR DUCT BOOT -J H p: LL o / WOOD FRAME FLOOR CONTINUOUS BEAD OF SEALANT W a_ m INTERIOR CHASE WALLS ASSEMBLY SUBFLOOR U J PIPE PENETRATION CONTINUOUS BEAD OF CD N SEALANT EXPANDING FOAM T PERIMETER OF PIPE INSULATED FLEXIBLE CONTINUOUS BEAD THIN-PROFILE SHEATHING PROVIDE INTERIOR DUCT OF SEA' CLOSURE AT EXTERIOR WALL SHEATHING AT EXTERIORkid PROVIDE INTERIOR CONTINUOUS BEAD WALL ASSEMBLYPRIOR TO SOFFIT TIE AT INNER LINER (/�I SHEATHING AT EXTERIOR OF SEALANT TIE AT OUTER LINER IC AT INNER ER `°' WALL AND CEILING PRIOR CONTINUOUS EADa. TO SOFFIT ASSE OF SEALANT CONTINUOUS BE D 1��1 OF SEALANT LADDER BLOCKING INTERIOR WOOD FRAME SOFFIT • A EXTERIOR INSULATED WALL CABINETRY ASSEMBLY u l WOOD FRAME SOFFIT ASSEMBLY • I— INTERIOR woo CABINETRY AIR SEAL AT CHASE O U AIR SEAL AT CABINET AIR SEAL AT DUCT BOOT � WALLS II PLAN SOFFIT II TWO-STORY �— AIR SEAL AT CABINET SOFFIT II SINGLE-STORY ATTIC INSULATION INTERIOR INSULATED WALL ATTIC FLOOR FRAMING BETWEEN CONDITIONED RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" SPACE AND ATTIC COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE ROOF SKYLIGHT EXPANDING FOAM SEALANT ROUGH STRINGER IF SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED —ROOF RAFTER GYPSUM BOARD i■i RIGID INSULATION (BOTH SIDES OF WALL) W tu R-VALUE/THICKNESS PER CLIMATE } EmmaU EXPANDING (n Z FOAM SEALANT TYPICAL � �EXPANDING FOAM SEALANT SEALANT INSTALL INTERIOR SHEATHING W OF SEALANTCONTINUOUS BEAD o ON TO INTERIOR WALL ASSEMBLY � '^ E Sv = MECHANICAL LATCH TO PARTITI WALL PARTITION Q ii Wtu �,�� PRESSURE SEAL AT WALL M z5 z WEATHERSTRIPPING Z W m Q INSTALL SHEATHING AT ATTIC F _ SIDE OF SKYLIGHT SHAFT 0 J i'i•.� O MANUFACTURED PULL DOWN STAIR J w SKYLIGHT SHAFT---\ CAVITY INSULATION 2x4 BLOCKING 0 LADDER BLOCKING AS REQ'D (� ATTIC INSULATION EXPANDING FOAM SEALANT O V K `O INSULATED EXTERIOR WALL GYPSUM BOARD LINER— AIR SEALING AT COMMON � � � SECTION THRU STAIRWAY SECTION THRU WALL U) b- WALL BETWEEN DWELLING V AIR SEALING AT INTERIOR WALL UNITS 0 E AIR SEALING AT ATTIC PULL m BETWEEN CONDITIONED SPACE AND UNCONDITIONED ATTIC DOWN ATTIC STAIR 3 AIR SEALING AT SKYLIGHT SHAFT o a Date Revision/Issue 8/21/25 REV I A5 PER OWNER RIGID INSULATION-"R-VALUE/DEPTH PER CLIMATE 9//22/25 REV 2 A5 PER OWNER EXTERIOR INSULATED WALL COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE q/26/25 REV 3 A5 PER OWNER EXTERIOR INSULATED WALL RIGID INSULATION SHEATHING SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED PLYWOOD/OSB SHEATHING "R-VALUE/THICKNESS PER CLIMATE ATTIC INSULATION II/1/25 REV 4 A5 PER TOS PORCH RAFTER (TAPE ALL JOINTS) 2x LEDGER ON TOP OF PORCH RAFTER WEATHER BARRIER 2x LEDGER ON TOP OF Drawn By: AND SHEATHING RIGID INSULATION 17g MECHANICAL LATCH TO PRESSUR SEAL AT WEATHERSTRIPPING Project# m 25-025 N O N Scale a BUILDING PAPER/ A5 NOTED a WEATHER BARRIER Z WHOLE HOUSE FAN(SEASONAL USE) v Date IV 4/15/25lu AIR SEALING AT PORCH ROOF N _SIR SEALING AT PORCH ROOF AT 1 /2 AT 'I II RIGID INSULATION AIR SEALING AT WHOLE HOUSE Sheet 4 P LA FAN ENCLOSUREfflft PLYWOOD EXTERIOR SHEATHING SHEATHING ® ` Y m i S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 5 LOT(S): 10 d if_.� � LANOF/F NOV 1 8 2025 WILLIAM ZUKAS ' SS 2� ScuthGid Tow l G 07op, 0 �N3azrd of Trustees `�68. F a Q / O o / 10 ~ -01 4.o'N /WOOD RAMP nv 7.0 S89028'30"E 126.63' Aug / Ob GRAVEL H•7.4 WOOD RAIL FENCE O �° ° N. 4 S0 / Q EL Z4 a 5.8 ,Q••� O p0 BILC0 GEN.N ROOF �� l� °0 L.P. GAS ® a 7.4 VER p; �� MON. 0.3 STY FRAME""""'-` y �•:::::::::: ,r •.. a: y. •DWEWNG::: O QV (D:•::::::::.... ..................:N y tY ;:.:.I/490::::::::::::::.::. 4v SHOWER ::;FFI 10.0.::::: a 6.0 / .. �O a'.,. • y 0 Q4 rQv 04� a5.8 a; .A� •. WOOD DECK Bf[C °'• �a y ;."`. C 4 l01 e.p�0 . ,gyp= EL 5.7 C.O.o EL 5.7P O� Ir 99 i ::� ',. a• . • �; O a 1• Sys Q M.H.§ J� ' o 101 � 0° BRICK •k .P: cti COLUMN a ". ny "~ \ 5.0 PAVER up COEL 3.5 ZONE X ti° �NZe APRON MOH. No M a 5.5 WOOD... 739. �• ^ 43, PLATFORM ��OOSO-Jp 0l 00 ry� ZONE AE(EL 6) FLAG CO POLE 01%; EL to C" o� yk l �O UPDATE 01-15-25 UPDATE & ADD DEPTH SOUNDINGS OCT. 11, 2018 FEMA MAP 36103CO166H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EFFCTIVE 09/25/2009 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 23,396.91 SQ.FT. or 0.54 ACRES ELEVATION DATUM. NAVD88___Y�—Y__�� UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARA D UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY 13F eW M y CERTIFIED T0: BRIAN W. WAMSLEY; MAP OF: �P RCN �0� ��p DIANNE M. WAMSLEY; FILED: � �� FIDELITY NATIONAL TITLE INSURANCE; SITUATED AT: BAYVIEW r TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK J, 0 82 Professional Land Surveying and Design F L D P.O. Box 153 Aquebogue, New York 11931 FILE # 13-195 SCALE: 1"=30' DATE: DEC. 2, 2013 PHONE (831)298-1588 FAX (631) 296-1588 N.Y-S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk Wamsley Residence, 490 Williamsburgh Drive, Suuthold, NY. 11971 1 U. fill Ly: lip �•-��+.�_.��!�!!!�!!.!�!!!��wer � �, _,c-�- PHOTO 1: Front view of work area (Date of Photograph-03/26/2025) •.IJ: .:aa�arf w..ura�l+-�I.A�.w...�Y•i�w�r...wi ...-vk5- .*X: .�.. ., p. �xl:�-.i:. .vl Y.:..r�+C.11c'MY.YYMa'. PHOTO 2: Front view of work area (Date of Photograph -03/26/2025) Wamsley Residence, 490 Williamsburgh Drive, Southold, NY. 11971 IL f _ PHOTO 3: Side view of work area (Date of Photograph -03/26/2025) !tA• PHOTO 4: Side view of work area (Date of Photograph -03/26/2025) nnp e< < ne sEc n ae + ---------- wiv 61 - s SLEEPY HOLLOW e i iUUP- 29 , a` ^ tA05 � • £,.+ ,.. a '. i 4 P,p. u,� w•ra'n °, Lyra # a q ,t "�` w7on 3 a•� uaau � ,Aa ° �• b^P e• ta/-�p �160'1 �< ••' �p ea .rJ�. � i]..� e ` 5Ni'.�� a.,r -v .�. d �... ° ,. $,.. -�°,,, a., i�� • a e »wA,QOt' rawv.l -- e > ,.n t� 7 t ] X ! m •QL�ryy > ?i^"e y J ` .yl (' „'f...- iEE 6fG Nn.OI'i D a s e 9 E kA 112 ,au�, =e 6 14lo 0P. .�Mc' i y0:. ki A•.Jv ♦. i F° •c1>�. r • l U:1' i t, M M1 , �N16"O o. � y 'f. � , b • I r ; J. y •Yj�+,.J , J N MWEW•_'x !_.._ _its._6 +.'�.-..._. _ pG ie.-. r , E.� A ` x�7, '' �.,, °S, •,p'° °.o� s ']. a]6 to • .Fayti.t '7 S$ tY �� ° ,a Z 'Al i 1 1W l 3-. n b' °tbftL°y 3 , M �<�� i pAJ +R'l .V r F 1 i•,, �`a�,� a i J°• rt ae F y a Y rs §rAa,6 x < W i _ , � ......� 1. q '1 '� m M �' b ° r♦ ut . • � tAt�t 7 t i J` a •ti 'Ae P^ a �J � Y 3_..J� r L A » a „� ^ e Mir J t? yt�7 t w ., a».,F1 ao td n -•o . °:� :. <.,., �poz P � P ,� .ria J poi �� • m ° a •.`.'.: � f 3 y i^ e t• '+ 8y' � � ysr -< ro • po, > °* tN 9a S ei i 3 e♦ +.>1+ _ $ axA ry ap p ] S6`� +z s. P►, ep,a IT <.i 9 MFWp3�5 •i�p'a a °ci7�,LA ep •'. a° �d • 1 a°a s :,i,b � W. ,��''al. °Yr; a �' s 4azja ,rr�,aa + 7 y A Y °y` rl r4 �rcl 3I 8 Y) W .,M QQQ IP.f•AW � • h r'a. � 7 V r 4 •'6.,��. d 4�v� „p .i 3 f _9 Pi,/ ]+�5��*,�- .A, Arinr .P e 6• S t ' ai S' ] e i'¢ ^ ,: 'v -'y. .... 3 atp t ]r,a '�U G °1•i<r yp +ta.y ' � i'f )r .w t i7 �] IF f.. +ee'4r • pa M �: �+ .. a i J 4� °a tr a<`'°> 9 t w c •• s. 1 - _ ' • ] b ° iyao r 3 i at ° J ° , f t �s rt a` ina �. E 415 swc b{{ ._. - ' _ a SE€3pC w•-•,».,,�,.,. COUNTY H n 3.L W © E • via. r o.t R i1 Rope tyT Se]]ece ARcncy NntwF. '" t o n µ{{s" M �i� "" '°""a`° 078 p .o�._—_,__ «<, __..__ "• —__— r sr, U1) e.... .. �w�*��r�ta rewsca�p p o a OFFICE LOCATION: so yo MAILING ADDRESS: Town Hall Annex �� l� P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 • Q Telephone: 631 765-1938 �y'COUNTI,� � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: January 9, 2026 Re: LWRP Coastal Consistency Review BRIAN & DIANNE WAMSLEY, SCTM# 1000-78.-5-10 This application is for the existing 40'x26' two-story dwelling, and to construct a 238 sq. ft. first floor addition with a 99 sq. ft. second-story addition above; and to replace the decking and railings on the existing 17.5'x40.1' seaward deck with steps in-place. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their.jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. Although the proposed work does not qualify as a MINOR ACTION under: 88. Additions to an existing dwelling constituting less than 25% of the existing structure where the addition is greater than 75 feet from a natural protective feature, except where the parcel is located in a coastal erosion hazard area, since work is proposed within 56.8' of the bulkhead and the home is directly adjacent to flood zone, the fact that the addition is proposed on the landward side of the home, as far away as possible from the water, is acknowledged. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Glenn Goldsmith,President Town Hall Annex tiff rof SUUT,yo A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone (631) 765-1892 Elizabeth Peeples �O am,{ Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application 1 _Wetland Permit Application Administrative Permit NOV 1 8 2025 _Amendment/Transfer/Extension Received Application: 11 11 aps Received Fee: $ 1 j 3L� 10 SouthLld Tovrn ECmpleted Application: a. a� Boards of Trustees lnocomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ Coordination:(date sent):_ J T-LWRP Consistency Asseps ent Form Sent: CAC Referral Sent: irly Date of Inspection: — Receipt of CAC Report: _Technical Review:-- _Public Hearing Held: Resolution:—__—_— — Owner(s) Legal Name of Property (as shown on Deed): Brian and Dianne Wamsley Mailing Address: 490 Williamsburgh Drive, Southold, NY 11971 Phone Number: (619)987-9091, (619)987-9089 Suffolk County Tax Map Number: 1000 - 078.00-05.00-010.000 Property Location: 490 Williamsburgh Drive, Southold, NY 11971 West side of Williamsburgh Drive, 509.51' South of Main Bayview Road (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable):Thomas D. Blore AIA Mailing Address: 60 Carleton Avenue Suite 202, Islip Terrace, NY 11752 Phone Number: (631)277-2022 Email:TBlore TDBArch.com - ser -loard of Trustees Applica.' in GENERAL DATA Land Area(in square feet): 4,026 Area Zoning: R-40 Previous use of property: Single Family Dwelling Intended use of property: Single Family Dwelling Covenants and Restrictions on property? Yes _E_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes _✓ _No If"Yes", please provide copy of decision. WMhis project re recF9 any demolition as per Town Code or as determined by the Building Dept.? Yes ✓I No Does the structure(s) on property have a valid Certificate of Occupancy? Yes F-1_No Prior permits/approvals for site improvements: Agency Date Board of Appeals 4/21/2000 Building Department 12/21/1999 Board of Trustees 12/15/1999 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�No Yes If yes, provide explanation: Project Description (use attachments if necessary): New 238 square feet front first floor addition and new 99 square feet front second floor addition. `'bard of Trustees Applica n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To provide additional living space including an expanded dining room, expanded kitchen, laundry room, workout/mechanical room to th- first floor, and full bath to the second floor. Area of wetlands on lot: 653 _____ square feet Percent coverage of lot: 14.0 % Closest distance between nearest existing structure and upland edge of wetlands: 222.4_feet Closest distance between nearest proposed structure and upland edge of wetlands: 56.8 _feet Does the project involve excavation or filling? ❑ No Yes If yes, how much material will be excavated? 79 cubic yards How much material will be filled? 0_ cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: 0%___ Manner in which material will be removed or deposited: Soil is to be excavated by machinery and carted off site. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): New work is located in the front yard and will not encroach towards the wetlands. 3oard of Trustees Applica n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: To provide additional living space including an expanded dining room, expanded kitchen, laundry room, workout/mechanical room to thh- first floor, and full bath to the second floor. Are wetlands present within 100 feet of the proposed activity? �_No Yes Does the project involve excavation or filling? No Yes If Yes, how much material will be excavated? 79 (cubic yards) How much material will be filled? 0 (cubic yards) Manner in which material will be removed or deposited: Soil is to be excavated by machinery and carted off site. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) New work is located in the front yard and will not encroach towards the wetlands. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1=Project and Sponsor Information Name of Action or Project: Wamsley Residence Project Location(describe,and attach a location map): 490 Williamsburgh Drive, Southold, NY 11971 Brief Description of Proposed Action: New 238 square feet front first floor addition and new 99 square feet front second floor addition. Name of Applicant or Sponsor: Telephone: 631 277_2022 Thomas D. Blore AIA E-Mail:TBlore@TDBArch.com Address: 60 Carleton Avenue Suite 202 City/PO: State: Zip Code: Islip Terrace NY 111752 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that Z ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ Town of Southold Building Department 3.a.Total acreage of the site of the proposed action? 0.107 acres b.Total acreage to be physically disturbed? O005 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.107 acres 4. Che I land us 4at occur on, adjoining an ar the prop9seA action. Urban Rural(non-agriculture) Industrial Commercial ©Residential(suburban) Forest Agriculture VAquatic ❑Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:_C_xey_Cseek Pe_C_O�11C_Ba �enc�-nArOn_S ❑ S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? -41001 -- c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑]:Z 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ W] 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✓ b. Is the proposed action located in an archeological sensitive area? ✓ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b. Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: ET 14. ntify the typic bitat types that oc n,or are likely to be found on the-roject site. Check all that apply: Shoreline Forest Agricultural/grasslands []Early mid-successional Wetland HUrban Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? W] 16.is the project site located in the 100 year flood plain? NO YESI 2 19 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ZNO DYES b. Will storm water discharges be directed to established conveyance systems f'f an m drains)? If Yes, briefly describe: �NO ES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Thomas D. BIOre AIA Date: 1\/k—I k4c?� Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? El 0 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ El of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit, biking or walkway? El 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a. public/private water supplies? b. public/private wastewater treatment utilities? 0 El 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage El ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 EAF Mapper Summary' )port "iday, November 14, 2025 2:54 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental . .,J8.-5-k4 assessment form(EAF).Not all questions asked in the EAF are � -,_ 78•;-5-4 tJ - - ' answered by the EAF Mapper.Additional information on any EAF $.-5-r2 `•ti 1 78.-5-9 4 question can be obtained by consulting the EAF Workbooks.Although f ° the EAF Mapper provides the most up-to-date digital data available to y! _ DEC,you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. -7— aide _Kingatm Mon;pe Old[+ {yam ,,] i - � Hnrniltan- ' RoctieVer 1 i on �i Esuffalc—9- -- "i1erfnr4- I 1 'Albany — 78.-5,-'t 6 •� {; r - -- _ _ _ \. 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I~ I 1, I icr_ the-GIS Us User UseCrlifIS�ZY'ita;, Esn'>HEF'f;�arn',n,.I��M�t`��,Pti`PS Part 1 /Question--------- 7-[Critical------ Environmental----_ (Yes Area] -- IPart 1 /Question 7 [Critical Environmental +Name:Corey Creek, Name:Peconic Bay and Environs, Reason:Significant _ !Area- Identify] icoastal fish &wildlife habitat, Reason:Protect public health,water,vegetation, &scenic beauty, Agency:Southold, Town of,Agency:Suffolk County, Date:3-9- --_ --- — _ _-------- ---- 90, Date_7-12-88--.. __ —-- - ----- ---._..-- --- _--- -- - - Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible 1 'Sites � Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF ! ;Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or E Piping Plover, Least Tern, Northern Long-eared Bat Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] 1 No Short Environmental Assessment Form - EAF Mapper Summary Report 1 `�oard of Trustees Applicaf' I, AFFIDAVIT Brian and Dianne Wamsley BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Prop Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF Nnq� 20 Notary Public AMY N.1<0 40POSKI Notary Public,Stale of Mew York P'"o.011<0631861,13 Ouallned in Suffoilc county Commission Expires February 2,2040a-7 yard of Trustees Applicat AUTHORIZATION (Where the applicant is not the owner) I/We, Brian and Dianne Wamsley owners of the property identified as SCTM# I000- 078.00-05.00-010.000 _ in the town of Southold , New York, hereby authorizes Thomas D. Blore AIA to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signat Property Owner's Signature SWORN TO BEFORE ME THIS -I _DAY OF N , 20 Notary Public AMY N.KON40ROSKI Notary Public,State of Novi York No.01,1<0 31u693 Quali-flarl in Suffolk County Commission Expires February 2,203p,—, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The nurmose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest:"Business interest'means a business, including a partnership,in which the town officer or employce has n a partial ownership-of(or employment by)a corporation in which the town officer or employee owns more than 5%of tl ares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): f2A)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thi D� day of C 20 Signature Print NamQ: q ��- Fonn TS I cv"( , AMY N.K0100ROSKI U NotaryPuhlic,State of New York No.01 K06318693 Qua fied in Suffolk County Commission Expires February 2,2027 a� �4 14 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emnlovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same, YOUR NAME: _?�A 6fe Ian (Last n m first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee h even a partial ownership of(or employment.by)a corporation in which the town officer or employee owns more than 5%of/le shares. YES _❑ NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): fjA)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 1� day of! 6-,( 20 Signatur _____ ___ Print Na Fonn TS 1 AMY N.KOMOROSKI Notary Public,State of Plew York No.01 KO6318693 Qusiified in Suffolk County Commission Expires February 2,20,WQ'-7 ��gUFFO( Glenn Goldsmith, President 1rf QUO COG�� Town Hall Annex A.Nicholas Krupski, Vice President h �� yr, . 54375 Route 25 Eric Sepenoski { N z it P.O. Box 1179 Liz Gillooly �- ^'c Southold,NY 11971 s O �;/ Elizabeth Peeples ~�'y.170 4&1� �Q�Ji,'.� TelFax(631)765ephone(631)�6641892 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS 3 " 9 -s- 3 Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Board of Trustees Applid on PROOF OF MAILING OF NOTICE ATTACH CERTIFIEWMAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: gg lt �1 i CoTh ldTown I `Board of Tn]stFes__..._.. STATE OF NEW YORK COUNTY OF SUFFOLK lvcx�aA s I>• (X!� , residing at (4 (ooc\e-,\-nn being duly sworn, deposes and says that on the day of JCL" , 20,)-(o , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at `---3(D Ccx)AeNcpl k-P 7-crCyC ej N,.-q I I-hat said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Da , 20 AQ AMY N.KOMOROSKI Notary Public,State of New York t r tic _ No.01K06,31£693 Ousli ied in Suffolk county Commission Expires February 2,200 7 postal 'PostalQ' o RECEIPT trl CERTIFIED MAILO RECEIPT Domestic 00mestic mail OnlyC`- �' rU o m Arl 'n4ton HP)9htsr4I 6)]f�i�4 flew Hade F`(yn E , (Y 11(( i1 r r, U. I Certified Mail Fee c Ce tlhed MaillFes _..; fu $� v)� In � $ ,a Extra Services&Fees(check box,add tee a a pto te) C_ m Extra Services&Fees(checkbox,atld lee a rU ❑Return Receipt(hardcopy) $ �q .�y ru ❑Rstum Receipt(ha dcopy) $ 1-1�`ff e)(`/� �i ❑Return Receipt(electronic) $ j ark ❑Return Receipt(electronic) $ si 17f) 1 t.Ct ❑Certified Mail Restricted Delivery $ p — --�---- CFostmark t ❑Certified Mall Restricted Delivery $ tt r�" iNr�( /},� r. �- []Adult Signature Required $— N El Adult Signature Required ru $ - `�(R r.7"-;ere e� ❑Adult Signature Restricted Delivery$ NEl Adult Signature Restricted Delivery$ Ci Postage N'ti Postage � �^ C3 $1.07 j d11� . m $ $1.07 - Total Postage and Fees fJ1 r67?��`'S M1 Total)l os,jags and Fees i7�%ifiCT 15 0 L t- t p $ heryl rl Sent To Pe er &�e ra T� Q g Co ndApt.N��SOS ate�/VindsoT i3rilveStreefandApt.No.,� �04^'Royal Court 304 - 117 te----- irtgton HeigtTts;ft 6flW{ p- City,State,ziP g--------North--Hil►s;-NY--l-1040------------------- • ■ • U. .TIFIED / O ■ ■ Ill ■ . 0 RECEIPT I D mestic Mall,Only, I• �. m m Be1I mare r ',t�Y 11710E Fort" ,Wos6 i n9ton;r;t�Y ]'lu �l7 m Certified Mal(Fee 4 f7.1 Certified Mail Fee .$5.,i) "O $ LP) Extra Services&Fees(check box,add fee as i 1 ) )te) �• .111 Extra Services&Fees(check box,add fee pp pate) rU ❑Return Receipt(hardcopy) $ D' � ❑Return Receipt(hardcopy) $ tl )t( >•- d;fl Ilftystmerk El Return Receipt(electronic) $ �1�__I.r�� .,G �rk []Return Receipt(electronic) $--,--•9 go— y�f6 Return Mail Restricted Delivery $ t)i( e ❑Certified Mail Restricted Delivery $ �{4t_t— l.l� 'gre ❑ .c U_ r� []Adult Signature Required $ y Signature Re Adult❑Aduquired $ ..�--llift— rU rU ❑Adult Signature Restricted Delivery$ rU ❑Adult Signature Restricted Delivery$ 11'' \ Postage ¢V�r S\ Postage t$1,117 � C, o $ $1.07 �11 a $ Ui'a Jb` h6 rl Total Postage and Fees 01/0 r-9 Total Postage and Fees - o $$10.77 0 $$10.77 Sent To Sent To Lester & Ethna Lay Anthony & Bea rice a cone �' -------- -------------_-- ,� Street and Apt.No.,or PO P�x �rra c e 15r=v e co Street and Apt. Soifer Avenue ------------- Ciry,Sfafe,Z)P �__Norfh Befimore;NY lrT'7 f� �- City state,ZtPPorfWashingfon, NY 110 © )„� J AN t. 1NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BRIAN & DIANNE WAMSLEY SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 40'x26' two-story dwelling, and to construct a 2.38sq.ft. first floor addition with a 99sq.ft. second-story addition above; and to replace the decking and railings on the existing 17.5'x40.1' seaward deck with steps in-place. Located: 490 Williamsberg Road, Southold. SCTM# 1000-78-5- 10 TIME & DATE OF PUBLIC HEARING: Wednesday, January 14, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-07%-05.00 -010.000 PROJECT NAME Wamsley Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license, certification: ❑ Nature and extent of action: 238 square feet front first floor addition and 99 square feet front second floor addition. Location of action: 490 Williamsburgh Drive, Southold, NY 11971 Site acreage: 0.107 _ _^ Present land use: Single Family Dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Thomas D. Blore AIA (b) Mailing address: 60 Carleton Avenue Suite 202, Islip Terrace, NY 11752 (c) Telephone number: (631) 277-2022 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable The proposed addition does not encroach into any reauired zoning setback and is a 1.2% increase to lot coverage. The addition is also being built landward, not encroaching towards the waterfront. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 "hrough 6 for evaluation criteria ❑ Yes 0 No ❑ Not Applice ble The subject site is not located ..:::yin a historic or archaeological dis or area. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable Visual affect of the proposed addition will be altered minimally. The proposed addition is in the front of the property which faces a private drive and away from the canal. The proposed facade will utilize siding and roofing material that will match the existing structure. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑� Yes ❑ No ❑ Not Applicable The subject site has existing bulkheads constructed along its shorelines. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria Z Yes ❑ No ❑Not Applicable The proposed project does not introduce pollutants_into the ground or coastal waters. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III —Policies; Pages 22 through 32 for evaluation criteria. 7 Yes ❑No ❑ Not Applicable The proposed addition will not require the removal of trees and plants that would be used as nests or homes by local wildlife. The proposed addition is also being built away from the shoreline and will not affect the local aquatic wildlife. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. a Yes ❑No❑ Not Applicable The proposed project does not include any action that will increase air pollutants. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Z Yes ❑ No ❑Not Applicable The proposed project will discard waste as per the town guidelines and the proposed addition will not increase the amount of waste produced. The existing dwelling is equipped with existing approved liquid petroleum tanks. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑ Not Applicable There is no public access associated with the subject site. Attach additions!sheets if necessary i WORKING COAST POLICIL., " Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable The proposed use of the site is_a_pe _r-enhanced There am exi, is ina docks at the site's shorelines. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable The site is not associated with commercial fishing or mariner activity. The site also does not have any aquatic endangered species. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable The existing and proposed use remains the same, a single family dwellings. Agriculture land is not affected by the proposed addition. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable The subject site is not to be used for energy storage or mineral extraction. PREPARED BY Thomas D. Blore AIA TITLE Architect DATE 11/17/25