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HomeMy WebLinkAboutTR-9907A Glenn Goldsmith, President ®��®f S®(/� Town Hall Annex A.Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly cn G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 6°®U��,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1964C Date: October 5, 2022 THIS CERTIFIES that the replacement of windows remove interior non-load bearing wall to enlarge kitchen area; replace four(4) existingsliding liding doors on rear of house with Two(2) 142 Y4"x80"four panel patio doors; replace existing side door and landing with a 36"Anderson 181 straight line out swing French door onto a 5'6"x8' deck landing with steps; construct roof extension overhang to cover 6'x8'4" stoop; At 1795 North Parish Drive, Southold Suffolk County Tax Map#1000-71-1-16.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 1, 2021 pursuant to which Trustees Administrative Permit#9907A Dated June 16, 2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for replacement of windows remove interior non-load bearingwall all to enlarge kitchen area; replace four(4) existingsliding liding doors on rear of house with Two (2) 142 '/4"x80" four panel patio doors; replace existing side door and landing with a 36"Anderson 181 straight line out swing French door onto a 5'6"x8' deck landing with steps', construct roof extension overhang to cover 6'x8'4" stoop. The certificate is issued to Susan&Todd Ewing owner of the aforesaid property. Authorized Signature Glenn Goldsmith, President ��� � � Town Hall Annex 54375 Route 25 A. Nicholas Krupski, Vice President �� � P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 10 1512,7- INSPECTED 522INSPECTED BY: DIZA�fik Peeale) �Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection COMMENTS: l �ldP �PGK rJ\4hae th Al2CffiWq �rpg\A ev►viwnnnPn-I�l ► back- res& np COL' CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President *OF SO(��y Town Hall Annex A. Nicholas Krupski,Vice President �QV' Ol0 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III ] Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 COMM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9907A Date of Receipt of Application: June 1, 2021 Applicant: Susan & Todd Ewing SCTM#: 1000-71-1-16.1 Project Location: 1795 North Parish Drive, Southold Date of Resolution/Issuance: June 16, 2021 Date of Expiration: June 16, 2023 Reviewed by: John M. Bredemeyer, III, Trustee Project Description: Replace windows, remove interior non-load bearing wall to enlarge kitchen area; replace four (4) existing sliding doors on rear of house with Two (2) 142 Y4"x80" four panel patio doors; replace existing side door and landing with a 36" Anderson 181 straight line out swing French door onto a 5'6"x8' deck landing with steps; construct roof extension overhang to cover 6'x8'4" stoop. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an• ' Administrative Permit allows for the operations as indicated on the site plan prepared by Robert James Higgins, Architect, dated March 30, 2021 and stamped approved on June 16, 2021. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �QF SD(/�y Town Hall Annex A. Nicholas Krupski,Vice President �DVv ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE`REQUIRED TO-CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72"HOORS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED, OFF BELOW, INSPECTION SCHEDULE Pre-construction, hay-barle jive/silt-boom/silt curtain 1St day.of-construction- %2,constfucted x -"When project complete, "call_for complianoo'inspection; GENERAL CONSTRUCTION NOTESFASTENING SCHEDULE 14a. Draftstoppping material 8302.12 shall be as follows: TABLE P3201.�1 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space -- BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does �� - LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstoppin shall be provided in the following locations: g P g MINIMUM NUMBER AND TYP PPROVED B � Uninhabitable attics without storage 10 DESCRIPTION SPACING AND ;, 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. ge OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. -_-^ inches Uninhabitable attics with limited storage 20 10 ARD OF TRUSTEES Fuel gas code; Existing building code; Property maintenance code. Bathtub with or without shower head ITEM ROOF FRAMING and/or whirlpool attachments) " ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls 1-1/2 Habitable attics&attics served with fixed stair 30 10 ID 'VN OF SOUTHOLD drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundationBidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON2) OR EACH RAFTER,TOENAIL Additions,Alterations & Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher or r 3-8d COMMON EACH JOIST,TOENAIL n �e a.afie t.a 2 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL Guard in-fill components 50 t CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (One or two traps, With Or 4 SEE TABLE R802.5.2 FACE NAIL RAFTER HEEL JOINT _ J dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3' OR ---- -----------__ 18. Install joist hangers at all flush structural load bearing conditions. 5 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Laundry tub (one or more compartments) - Rooms other than sleeping rooms 40 10 OR 1-114"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of { g; 4-10d BOX e through Sleeping rooms 30 10 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Shower (based 0e3 the total :Ifi�,w ratOF EACH RAFTER OR TRUSS s , c r , Stairs 40 20 Electrical certificates are to be provided the electrical contractor. Sh04verhecl•.t,: and i.Otty.,p.a�,'.,; 20. All window and door headers to be 2-200 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-16d OR d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity G of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 1.7 gpm and less 1-1/2 3-16d BOX OR be the responsibilityof the general contractor to verify the depth of all existing footings More than 5.7 m U to 1 L.3 gpm 2 2-16d COMMON END NAIL 9 Y P 9 9 Vent range hoods as per Section M1503 gp 13 5� disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with16d COMMON O with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX AT BRACED WALL PANELS 16'O,C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180' INTERSECTING WALL CORNERS (3-112"x 0.162" 6. Cast-in-place concrete shall be:air entrained; 5% < 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. _ 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, - ---- --- -- -- ------- 1 BUILT-UP HEADER 3-1/2"x 0.162' 16"O.C. FACE NAIL ALONG EDGES n/ P 9 Y P P P WHENEVER an alteration,addition,or conversion is made to an Existing Residence, L/360 ( ') Q 1.JL TABLE 8302.6 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, 5-8d BOX(2-1/2"X0.113") Y g p DWELLING - GARAGE SEPARATION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR4-8d COMMON TOE NAIL All Concrete shall conform to the latest ACI standards, hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Q R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 < �_'n: the requirements of ASTM A 6'15,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area '- NOT LES:3 THAN 1/2"-INCH GYPSUM OR Exterior walls-wind toads/brittle finishes L/240 OR COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END v! FROM THE RESIDENCE AND ATTICS c r c 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-112") JOIST MIN 24"LAP SPLICE LENGTH O • Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide _OUIVA..��tJT TO TH..GARAGE SIDE Exterior walls-wind loads/flexible finishes ( required reinforcement shall be in accordance with Table 8404.1.2 1 thru p - ----- ---- L/140 EACH SIDE of END JOINT Z q O and smoke alarms shall be permitted in lieu of carbon monoxide alarms. .; �._ ) R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE N•.�T L_ � ., Fir-,rJ,r„ INCH TYPE X GYPSUM LOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Gi n�n All CO alarms shall be connected to the lighting circuit with no intervening wall --- -- -- OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL N L.l� Z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING A.SSEN%L If_5 _ L.i. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LEf-,13 THAN 112"-INCH GYPSUM BOARD located at the centerline of the wall determined from tables 8404.1.2(1)through 8404.1.2(9). BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Z Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with - - TABLE R802.5.2 15 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL 0 GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS-1 HAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION W to provide a maximum cover of 1-1/4 inches from the inside face. section 8602.10.4.2 Continuous sheathing method. A,PP!-IED TO THE INTERIOR SIDE of End conditions for braced wall lines for the continuous sheathingshall conform DWELLING UNIT ON THE SAME LOT 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL W o EXTERIOR WALLS THAT ARE WITHIN THIS AREA 2-16d COMMON vJ O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) - - SLOPE SPACING 3-10d BOX OZ 9 P Less than 8 foot Wall Height: One#4 bar within 12 inches of the to of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL Z t� wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. (- Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT7 20 FT 28 FT 36 FT 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL ® LO wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON 0) O NUMBER OF 16D COMMON NAILS ~' '^ 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of U) Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified _ 3: 12 is"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or , y Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Led Ledgers. Fastening Schedule for wood structural panels E o 9. 9 copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 »- o c N 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING °.0 o E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Spar. Panel Span 7: 12 16"O.C. 3 4 5 6 CD boa°t .-... E L 3 y O.- a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL `o� ? �t ° o 0 �� T or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 21 3-8d COMMON c-E �, o ° y U ° b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 - o o a 2. o m `� c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc wall and ceilingfinishes shall have a flame spread index:5 200 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON o v 0 n M �, w ° p No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL .2 0 0•T, 0_0 U ro 0 0 shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches 8 inches E' °w 0 " 0 ` °Y &attics shall have a flame spread index<_25 based anchor with ° a U � ; a` 0 P on center on center BLOCKING TO JOIST t 0 3 s.N cr o c 3 9. All Engineered Wood Products such as"Trus Joists,Micro-Lam, etc"shall be 2 inch embedment ! on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 2-10d BOX EACH END w c•E �3 0 9 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON - c t o 0 0=w 0 len ht "• O G. U installed in accordance with the manufacturers latest installation details, Smoke-developed Index: 8302.10 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT - � 0 0. o 6,61? 4-16d BOX y N 0i�' - r Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index S 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: TOE NAIL ° ° c c= r a� �'3" o E "Micro-Lam"Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON L - � 0 N a 0 3»- rr rr g P P p 9 uc� o c uaw ° o2t Parallam PSL Design Stress: E =2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index s 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C/ H r HEEL JOINT AJDUSTMENT FACTOR .20 o'� o w 0 O y - a� "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMONc '_r a on center r on center ( ) AT EACH BEARING,FACE NAIL s v �, ° r= E �, o 4-10d BOX E o'-`� "L v;10 o V c 28. SWIMMING POOLS. Shall conform to Section 8326 lenght 1 / 3 1.5 `° Q Cn o 0 °s ° a� c �' E m m-0 c�.s L' a� o 10. 8310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ---= r 0 M v o r c „- 4, 1 / 4 1,33 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST I- U m co a' I- o E n.5 o a each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section 8324, including but not limited to: a.This table is based on 180 ultimate desigr,wind speed and a 45-fr,ot mean roof height. 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roo zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood Etruc axis! panel, 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 1 Od BOX 24"O.C. FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the pane!. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of (n O c,Anchors shall penetrate through 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. p � gh the exterior wall cov�rir,r w�g��a�r embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL not less than 2 inches into the huildln framr,. Fasteners shall be Incated not less than 3-16d COMMON W B. Minimum net clear opening height shall be 24 inches. g (n � -a a. 2-1/2 inches from the edge of coricret block or concrete. TABLE 802.11BOX( V c C. Minimum net clear opening width shall be 20'. The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST 2-10d 3' ) OR W ._ RAFTER UPLIFT CONNECTION FROM WIND EACH END, TOTE NAIL O W M - O D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled "for future solar electric". ,_ rt,, h y Arial, 2 8d COMMON(2 1/2P') ^J Z Z J d.Where screws are attache:. .,r„asor,ry e:masonry/., uccc.t� c.y . r!b::att;�ched _ from the inside of the room without use of keys o,tools. using vibration-resistant anchors having a r�;inirnum capacity of 1,500 pounds. WOD STRUCTURAL PANELS _ WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ,SUBFLOOR, Q J z Q an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Lll Q (� I-- C0 Exterar glazing in buildings located in 71ocd-C or;;;;drt:ris reyr, hall FEET ULTIMATE WIND SPEED Ernergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: (FEET) PARTICLE BOARD WALL SHEATHING TO FRAMING = � V !11 E .� It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind home debris. _ p y Gazed opening+proter_tir7 shall meet the Larg^A^:issl tr ct � 'TPI E 1996 130 140 SPACING OF FASTENERS V UJ I'- 0 EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, and the ASTM E 1886 a:.mcdifie:d In Ir,.0 seci on 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (n LL a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems ( new, existing or upgraded) Garage door glazed opening protoctior.for wind bonne dear.,shall meet <5:12 s 5:12 <5:12 Z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING UJ - = n- stam ed b a professional engineer if required b the Owner or Building Dept. ANSUDASMA 115. Areas within huriic�tie proneregions:ions: PANEL EDGES P Y P 9 q Y 9 P p �I SUPPORTS GABLE END WALL FRAMING � 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the;,!timate design continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 rr:i!es per hour or greater. 16"O.C. 12 214 201 263 247 6d COMMON( ,WALL) Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the uirnia?e wind.:design spy.d is 140 M!j i or greater. 30 3/8 - 1/2 8d COMMON(RROO FLOOROF) 6" SEE NOTE A 6° 16"O.C.1 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight �--- 6" DIAMETER -► Wood Structural panels with a minimu!n of t4rckness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to ( ( of P,feet shall be permitted for opening protraction. Pare:!.,shall be precut&predri!led to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment h:=rdware provid+cl ii the table below. 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip size specifications. � -----"'" Label all panels and store in a ciean day area of the hcutr;. ✓ CONSTRUCTION TYPE Attachments shall be provided in accordance r-.'ith the ta`_-1e as fol!o,,Vs: 16"O.C. 32 427 398 529 496 112"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" "I", "II", "III", "IV", OR"V" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" LLl❑ above the floor or grade below shall have a railing not less than 36 inches r F- in height. Railings shall have Top rails and Balusters and Bottom rails that are REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" ' . O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed PANTONE#187 FIBERBOARD SHEATHING i Z by the riser,tread and bottom rail of the guard rail at the open side of a stairway 16"O.C. 48 599 559 745 697 are permitted to be of such a size that a 6 inch sphere cannot pass through. ri 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 711 co Q Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured REFLECTIVE TABLE 507.9.1.3 1 Lu 1-3/4"GALV. ROOFING NAIL Q vertically from the nosing of the treads. �; ( � 36 5/8" GYPSUM SHEATHING 7" 7" � � J WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION Q Lu U 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window - to opening is located LESS than 24 inches above the finished floor and GREATER - 7/16" min. structural I 100d JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS than 72 inches above the finished grade or other surface below on the exterior p CONNECTION TO RESIST WIND PRESSURES TABLE R602.3 (3) of the building,the window must be provided with a window opening control device Panel, Attached to DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' DESIGNATION FOR STRUCTURAL that compiles with R312.2.2 Window Opening Control Devices. „ Frame in accordance " M N.WOOD NAIL SPACING COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 1/2 DIA. LAG SCREW � WALL TRUSS TYPE CONSTRUCTION with Table 8301.2.1.2 & 1/2"MAX. SHEATHING 30" 23" 18" 15° MINIMUM NAIL MIN WOOD STUD 0-0 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL accordance with R302.11 thru R302.11.2 and Draftstoppin shall be "F" FLOOR FRAMING INCLUDING of the residential code " THICKNESS SPACING EDGES FIELD g GIRDERS AND BEAMS V�llnd speed: 140 1!2 DIA.THRU BOLT PANEL SPAN RATING installed per R302.12 thru R302.12.1 of New York State 36" 36" 34" 29" NO of stories: 2 & 1/2"MAX. SHEATHING 6d COMMON NAIL "R" ROOF FRAMING 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" Fireblocking materials R302.111.1 shall be as follows: Mean Roof Ht: 30 ft (2.5"X 0113") 1. Two-inch nominal lumber "FR"' FLOOR AND ROOF FRAMING 12'1"TO 14' 14'1"TO 16' is'1' TO 18' 2 1/2" Roof pitch: per plan Sd COMMON NAIL gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT B!d Length per Ian 1/2" DIA. LAG SCREW (2.5"X 0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 3. Batts or blankets of mineral orfrberglas shall be permitted for compliance g g p p & 1/2" MAX.SHEATHING 13" 11" 10" with the 10 foot horizontal frreblocking in walls constructed using parallel Bidg Width Per plan N rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4bldg aspect ratio: 3:1 1/2"DIA.THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD ;r c & 1/2"MAX. SHEATHING 24" 21" 19" p r Nailggl Scheid: Table 8602.3 1 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS UL 263,for the specific applications g ( J APPLICATION SIZE OF NAILS .--g Applicant shall provide engineered wood placard THICKNESS ORIENTATION TO MEMBERS � � � co) on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED TO WOOD FRAMING �+ TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUESFRAMING SPACING NAILS SCREWS PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER 8507.2.1(1) Q 0 OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. " ct 7 12 5d COOLER NAILS M--I Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 1/2" to �l WALL EITHER DIRECTION 16"O.C. 8" 16" >~ y M V CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration ;4 04 M Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to Genera! Notes for Pane! CEILING EITHER DIRECTION 16"O.C. 7" 12" r O 5/8 WALL 6d COOLER NAILS �q 'C� bq 04 Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. EITHER DIRECTION 16"O.C. 7" 12" O Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection ® cV v Sand,silty sand, clayey sand, silty gravel and clayey gravel TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR „ BENEATH GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. O M cd (SW, SP, SM, SC, GM and GC) 2,000 psf 5/$ PERPENDICULAR SCREWS SHALL COMPLY WITH `p 04 Clay, sandy clay,silty clay, clayey silt, silt and sandy silt IRC SECTION R702.3.5.1 vn CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 1 HABITABLE ROOMS (CL, ML, MH and CH) 1,500 psf On"! Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o,c, a.When soil tests are required by Section 8401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 Inches o.c.for GROUND SPECIAL SEISMIC FROST minimum 48-inch distance from ridges,eaves and able end walls; and 4 Inches on center to able end wall framing. SPEED TOPOGRAPHIC BORNE F 0--�• 9 g 9 g. SNOW WIND DESIGN WEATHERING LINE TERMITE DESIGN REQUIRED NT FLOOD FIND NG ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1,500 psi (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD I"JOEY. I TEMP are likely to be present at the site, the allowable bearing capacity shall be LOAD REGION ZONE CATAGORY DEPTH determined by a soils investigation. 20 LBS 140 NO NO NO g SEVERE 3'_0" MODERATE 11 YES NO 1500 or less- 52.1 TO HEAVY M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. C f i JUN O.[NYl The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 fret. 1 �Q�� Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Southold'Town _ •����.��� :w- F'n^:rri ref-{-rr rc-*n TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS \ / TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED METHOD WSP: EXTERIOR SHEATHING i •�- - - n•- -• '- -•� PER TABLE R602.3(3)-FASTENERS 6" ON EDGE, 12"FIELD. INTERIOR SHEATHING \ / ` . ' •I I•I I•I I' PER TABLE R602.3(1)OR R602.3(2) VARIES BY FASTENERS \\ // ` ' .I II I•I METHOD CS-WSP: \ / ` •I I'I AS PER TABLE R602.3(3) \ / \ EXTERIOR SHEATHING ATTACHED WITH 8d COMMON NAILS \\ // \ •I (0.131 X 2.5"LONG) \ / •I AT 6"O.C.ON EDGE AND 12" O.C. / \ I• IN FIELD BRACED WALL PANEL INTERIOR FINISH: / / 2 I• SHALL BE MIN. 1/2"GYP.BD FASTENED WITH NAILS OR SCREWS IN ACCORDANCE \ / i / \ W I'I WITH TABLE R702.3.5 OR I. TABLE R602.3(l)FOR EXTERIOR WALL - - - - - - - - .H. - - - - - - •� - - - J' SHEATHING � 'I I'I 4, O \ Qyy I•I I• VERTICAL JOINTS IN PANELS SHALL OCCUR / \ / \ \ :i i.i •I OVER AND BE FASTENED TO COMMON STUDS. WAL SO ATNELSAL ASHALLNEL OOCCUR OVERINTS IN ED Z / \ ` INTERIO -! I. AND BE FASTENED TO 1-112"THICK O R SPACING I. COMMON BLOCKING I. 2 x4 or 2 x6 STUD WALL ` Q // \\ / � e \ .I LI LI I• / / \ 'I I I I I I• 2 X BOTTOM PLATE o EDGE SPACING -6" W �7- / - - � \ W FASTENING REQUIREMENTS FOR .' \\ BRACED WALL PANEL AS PER 0 0 _ / \ 2 3 TABLE R602.3.(3) 0 Z M a \ / \ 0 0*) 0 1-1/4" galv. x 20 gage 0- U) Simpson H2A Stud To Rafter / coil strap with (5) 8d common Connector EXTERIOR OR _ Were the distance is i SIMPSON H2A y nails in each end at each rafter. y c� between 9-1/4"to 15-1/4 at each Rafter. With E.s BEARING WALL r _ - g @ 5 8d x 1-1/2" nails in Rafter 4 Ft Perimeter PROVIDE@STRUCTURAL RIDGES �, „ „ 2 o ay �, Typical Metal provide blocking Strapping WINDOW HDR braced wall panels ( ) �� �� - �Z� o o In NOTCH GREATER at Openings o N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field • �.��� E r N ,n� o w THAN 50 R -- Each Rafter on Each side �, 0 o % (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= � 0 o g �.2 (PERCENT)OF Horizontally attached E � PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE plywood sheathing i g- 4) - y 2 s 6.o °' o shall have Solid Blocking Schedule Dw 1 of Ridge to have a � c c z a o ° m � � m METAL TIE FASTENED ACROSS AND 9 TO THE PLATE AT EACH OF THE @all Plywood Joints Y Simpson LSU skewable hanger .2 o c o� u� y�o �Y NOTCH WITH 8-10D NAILS EACH SIDE I = a U)t >D aY SIMPSON i I2A Solid blocking between at each Raf,er. With 1-1/4" x 20 Gage Metal Coil M; w °w L E 4) rafters attached to top (5) 8d x 1-1/'2" nails in Rafter Strap with (5)-8d common nails TOP PLATES plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate ,° 77 U � 9= r —0:= `5 „ in each end. catch jack studs ° L a� 6 9 N� o3 IPE along length of braced wall (5) 8d x. 1-1/2 nails in Stud Look Out Blocks r-,0.2 � 5-•s Comer Holdowns Refer to plans panel. and window or door Header. Less than ° ° s Ven Y M z= E °.0 cc �o a for locations �, Typical or Equal Gable End Wall V z Q N if required windows and doors. ALL ° m c a E m a� M 20— to U U N N -- ffl 00- NT O L q to 12" tt- c°�'oi m y 1, E aL o a FIGURE R602.6.1 RIM JOIST BLOCKING BETWEEN RAFTERS (CD BRACED WALL PANELS TOP PLATE FRAMING TO 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & ACCOMMADATE PIPING Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLACKS See details on this page. NTS RAFTER TO RIDGE STRAP R802.3 TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS C/) (D WALL TO HEADER STRAPPINGPROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z !^ NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD U) 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED J �+ TO THE RAFTERS WITH 4-8D NAILS O EACH END W 2X P.T.LEDGER; MUST BE ONE SIZE ( O Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC = CD TOP PLATES— EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1 O THREADED NAILS OR ! " SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3 WOOD SCREWS I ! OP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. •w� POST TO HEADER CONNECTOR OUTER THIRD CUT FLASHED&CAULKED TO I I AND COLUMN COVER AND STUD PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING COLUMN CAP. MEET RCNYS OF SPAN ONLY LENGTH the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST 12" Min BORED HOLE MAX. DIAMETER 40% - MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET (PERCENT)OF 0 GALV.DECK HANGER I ! SIDE COVER 2"MINIMUM STUD DEPTH I SIMPSON LUS26 @ 2X6X 4 TREATED POSTS 5/8"MIN. 5/8"MIN. 518"MIN. SIMPSON LUS28 @ 2X8 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOISTTOEDGE TO EDGE TO EDGE SIMPSON LUS28 @ 2X10 _ .: AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL CLEAR CONNECTOR SCREW DEPTH,MAX. NOTCH MUST NOT SPECIFICATIONS. "MIN. 1/6 JOIST 2X LEDGER WITH FASTENERS IN ACCORDANCE 1 ' O 1? "DIA.GALV SOL Ver GRADE DEPTH,MAX. �S. W EXCEED 25% ° _ - == WITH TABLE R507.2 2 x JOISTS 2 ADHESIVE ANCHORS:HIGH-STRENGTH r (PERCENT)OF 1 iv= ! 113 JOIST 0 LOCK WP.SHERS. EPDXY ANCHORING ADHESIVE FOR N 5 DEPTH,MAX. � � STUD DEPTH SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS iI ; O ;II n T USE WITH THREADED ROD Use 1-1/4" Metal 04 z 2x RIM J0i;-,•,T ACHED\Ad THI Z MECHANICAL ANCHORS;SIMPSON ALLOWABLE LOAD PER TIE;840 LBS WEDGE-ALL WEDGE ANCHOR \ Coil Strap 20 Ga a (o IF HOLE IS BETWEEN Cl) NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)1 0t)"THREADED NAILS OR BORED HOLES SHALL 40%(PERCENT)AND �� --SAND TWO WITHIN 24"OF EACH END OF DECK ( Ifs 1Q X j f/'�OD G� 'E`�� Solid sawn Dist and rafter p g 12" Min `'' T N 60%(PERCENT)OF 3. _ M 14"DIA.CAST-IN-PLACE (5) 8d common nails _ u NOT BE LOCATED STUD DEPTH THEN R507.6.2 /, Sh? fi.-.N He 5 AT In EACH END at U J THE SAME CROSS STUD MUST BE DOUBLE OR I CONCRETE FOOTING,DOWN notching and boring I i m its. SECTION OF THE CUT NO MORE THAN TWO i` C FOOTINGS MUST BLOCKING �,. E��..,�1 J��icti' F TO VIRGIN SOIL EACH Stud. Q W Q OR NOTCH IN STUD SUCCESSIVE STUDS SIMPSON DTT2Z WI(8)114"x 1-1/2"SDS SCREWS OVER BEAM BAR ON (MIN 36"BELOW GRADE) NTS 8d 6" cc Alon uUj BLED C" _.cr,+i^t` ARE DOUBLED UNDISTURBED @ g =•�,•• ��� PER R507.3 FOR DECK FOOTINGS AND SO BORED ALLOWABLE LOAD PER TIE. 1,825 LBS BETWEEN EACH ° -I-�� � SOIL MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" { POST Gl�:ID_,, Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST I COQ NEC 1 O`er FIGURE R602.10.8(1) FIGURE R602.6(1) L� NIAxWUM 0'V'E:PHANG 2'4' P.T. POST TO CONC. PIER & FOOTING NOTCHING AND 3/8"DIA.LAG SCREW PREDRILLED / BORED HOLE LIMITATIONS FOR EXTERIOR TO CENTER OF TOP PLATE,STUD CONNECTION Cal. PORCHES & DECKS NTS WALL TO WALL STRAP WALLS AND BEARING WALLS0-11 R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCENTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING [-ETA! 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 �. WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS - FOOTING SIZE PER TABLE R507.3.1 FOR DECKS Ur1 STAGGERED TOP PLATES SEE TABLE 507.2 N N 2 ROWSS OO @ @ O 5.5"MIN FOR 2X8* W Z U BORED HOLE MAX. STUD 5"MAX 6.5"MIN FOR 2X10 r••i Q DIAMETER 60% 7.5"MIN FOR 2X12 (PERCENT)OF STUD O O DEPTH o PMMS 7:1 � Q l8"MIN. 2"MOC IN h+�M to O T/8 EDGE LAG SCREW OR THRU-BOLT 3/4"MIN � x N LEDGER BOARDNOTCH EXXCEEDD405"NOT DI 0 / O (PERCENT)OFF�� STUD DEPTH BORED HOLES SHALLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS O NOT BE LOCATED IN PL THE SAME CROSS SECTION OF THE CUT PER FIGURE R507.9.1.3 (1) OR NOTCH IN STUD `DISTANCE CAN BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT 'SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS III L� i.�' JUNI - 1 2021 TO 2X8 BAND JOISTS(1/2"STACKED FIGURE!R602.6(2) WASHERS NOT PERMITTED) NOTCHING AND f QoUtllcsld lawn Q BORED HOLE LIMITATIONS FOR INTERIOR 18 19 20 - `• es=;rc1 16 NON-BEARING WALLS 1 RoTrtl,tees m e Fireplace; enclosure Thin profile structural R-50 Cover Box pushes insulated to top heathing up and out of the Rigid insulation 2X ceiling joists cif second floor Sheet Metal Firestop way for access . glued together seelan W/ ceiling lin P CONTINUOUS BEAD and lay on plyW Od Batt Insul Seal joint with OF SEALANT Insulation dams ^A attic hatch - R-val support Non-combustable sealant prevent loose-fill equal to the Ceiling Double Frame Attic blocking / SUBFLOOR GLUED,CAULKED Air Se I insulation from t, insulation requirem n ac\ss opening SC slant Or OR GASKETED TO RIM Gasket falling through /4 structural sheathing JOIST/RIM CLOSURE access adhesive as enclosure liner sealed SEALANT at perimeter and seams. ' SILL PLATE INSTALLED Weatherstripping Seal stairs Pre-Fab Fireplace OVER GASKER SILL Panel Casing-� \ 1/2" Gyp. Wall �.° Refer to manufacturers SEALANT `Pull-down frame gap 1x2 Stop Board specs for installation manual staircase with caulk '.' 1/2" plywood or foam attic hatch Typical foundation & framing (see plan for size) •� See architectural plans PULL-DOWN STAIRCASE INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL AIR SEAL DETAIL (cr- PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL - TO BAND JOISTS � ��"� • This detail is fx weatherstripping and draft sealing, NTS - Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x0 I Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation P.s0 At?,( Sra,r Co, or 0 y Section N1109(R503)Alterations Z Eave baffle installed ' ' N-1109.1 (R503.1)General TE Alterations to any bu!ding or structure shall comply with the requirements of the code for adjacent to soffit and eave .. z, i GENERAL CODE NOTES J "' : . ,::. b.. y; r in r structure is not less vents. Baffle shall extend over ,, i:.:�, .. ..., new constructier,.Alt=rations shall be such that the existing building o � ~ conforming with the provisions of this chapter than the existing building or structure was '""�' ' ;.. F•: '; I- ._ ::?;. `• Q Table R402.4.1.1—Air barrier and insulation installation. � n � P g g the top of the attic insulation ��� 'x> r. : �:� s. ��� ;� ,,1,�. �•, � All design &construction in compliance and built accordingly to the prior to the alteration C� as per chapter 11 TYP. ROOF CONST. i � f { ' 2020 Energy Conservation Construction Code of New York State. P P f ;t c 1, rm '-', B ��: 1 ' - . s q-V r �, tg O w TABLE 8402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Al;e:ra`„ons to �n exis ing building,building system or portion thereof shall conform to the (8402.2.3) ,A f .k ti x �.. s� AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. prcvis+ons of tt is chapter as they relate to new construction without requiring the g ;i ` 2 x CJ W/ INSULATION } : , Q una'tr rid ortior.s of the existing building or building s stem to comply with this chapter. z (” . 41.. k:z a W P 9 9 9 Y P Y P .;' . 's ,: ' . :,, '. BARRIER CRITERIAa INSULATION CRITERIAa Electrical systems shall meet the chapter 11 Ener efficiency, T Fascia/ AS PER DRAWINGS i:.«.. ':'_. ,. 4, ; s4.✓s_t ;,, ,, �., COMPONENT AIR B All HVAC, Plumbing& Ele y P 9Y yP �: t .. N z tion code of NYS. 4 ,5 w t 'q *. ` 7 I LL. General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. NYS mechanical code,2020 energy conservation conseva [NYS N1109.1.1 (8503.1.1)Building envelope Soffit see OR HERS RATER k g:. Esuiid ng envelope a_�sert blies that are part of the alteration shall comply with $` ` requirements in the building envelope. Section N1108 (8502)Additions COnSt. DWgS 6 M ® Q Section N1102.1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13, Exterior thermal envelope contains a N1102.3,1, N1102.12, N1102.4.3 and Nil 02.4.5. ° /�/ requirements SEALANT (' �, ,� +pt r :k ukl LL N1108.1 (R502.1)General Exception:The following alterations shall not be required to comply with the requ .,r continuous air barrier. system ;#: • � �i, ,;; w;<..,i.=;t , :,s: i cc Additions to an existing building,building or ortion thereof shall conform to the ^ O g g, gP for new ronstructior,provided that the energy use of the building is not increased: T . Exterior wall � Y Breaks orjoints in the air barrier shall be provisions of this chapter as they relate to new construction without requiringthe yP _,( j g r building s stem to comply with this chapter. z sealed. unaltered portion of the existing building o b g y p y P ,,term windows installed over existing fenestration. Existing ceiling, wall or floor cavities See Const. Dwgs ry :* 1, � �— An addition shall be deemed to comply with this chapter where the addition alone complies, exposed Burin construction provided that these cavities are filled with insulation. . r°;; _: ;.;:° '.o ' ` i �,O P 9 r ,: �° a single building, + .. .. : • All cavities in the thermal envelope shall be filled with insulation. The where the existing building and addition comply with this chapter as g g, Construction where the existing roof,wall or floor cavity is not exposed. .,.;..� . , . . Cavity insulation installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy thank5lt ection N 1108.1.1 or N 1108.1.2. recover. �>:•.>; ::s •,.. ,;, ._f _• ., ;• : ;.,, '' N,.,t .:;^. recommendation and said Benxi shall be maintained for all volume of the existing building.Additions shall be in accordance with S Roof recom densityaw. . .. :, 1: Q. r U) each cavity. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposedi " a > � ty P g P compliance r above or below the sheathing. Surface-applied r entire cavity. Batt insulation shall be N1108.1.1 (8502.1.1)Prescriptive p during reroo�!ng shat be insulated either a g PP - h�.�".,���a ,,,,f,a�.r..,•y,, �� ,� t , ;� � r cru �;. �, maintain an even density fo the e ca n Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. window film installed on existingsingle-pane fenestration assemblies to reduce solar heat aim installed m the recommended cavity depth. Where an obstruction in u g P provided that il�e cote does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE � � � Q the cavity due to services,blocking,bracing or other obstruction NY N1108.1.1.1 R502.1.1.1 Buildingenvelope ti c exists,the batt product will be cut to fit the remaining depth of the I j ( ) p Alterations which replace less than fifty percent of the luminaires within a space, provided EXTERIOR WALL AIR BARRIER SEALING EXAMPLE _ p g P New building envelope assemblies that are part of the addition shall comply that such alterations do not increase the installed interior lighting power. 12 cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. o ° o E shall be placed to fill any surface or concealed voids,and at the o _ ° a° o wE LNv,v `0 N1109.1.2 (FZ503.1.2)Heating and cooling systems manufacturers'specified density. Where faced batt is used,the Exception: Where unconditioned space is changed to conditioned space, the building New heating, cooling and duct systems that are part of the alteration o E o o c o 6 ° cc.Z� ° C°' aciy � Fa installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Se:tion N1103. LOW DENSITY SPRAY FOAM - a a� _ no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION, R VALUE IN �� ` '� " a >✓L �°L ° are art of the project, is less than or equal to the Total UA generated for the existing buildin t"''"� ° a � '� o `o � o `o stapling installation tabs. p p 1 g g g Exception: Where ducts from an existing heating and cooling system ACCORDANCE WITH c `"`'-� ! �' a 0 o�' �, are extended, duct s'/stems with less than 40 linear feet in unconditioned spaces shall not Rigid Foam or e I _ >.y = aY ° HERS REPORT - 0= ` ° Insulation that upon installation readily conforms to available space N1108.1.1.2 (8502.1.1.2)Heating and cooling systems be required to be tested in accordance with Section N1103.3.3. Wood Blocking `tet ✓ .''� ' y o o o r shall be installed filling die entire cavity and within the manufacturers' New heating,cooling and duct systems that are part of the as backdam TYP. ROOF CONST. ° °' N addition shall comply with Section N1103. N1109.1.3 8503.1.5 Service hot waters stems ""' � ' `� o ; � f0 ` ° `'- density recommendation. ( ) y o- - N w 3 o E New service hot water systems that are part of the alteration `' t5 a= o t shall be aligned with the Exception: Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment 2 X CJ W/ INSULATION "`-1 I ° o °' Q, 6'° Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffitgn duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip edg i ` 'Co° �` c a . V•U•y E 2 u(o N cciling/soflit shall be aligned with the air barrier. to be tested in accordance with Section N1103.3.3 AS PER DRAWINGS rj N :� ¢y c d a, o N1109.1.4 (R�03.1.4)Lighting New lighting systems that are part of the =Eo = o m o S� a insulation and any gaps in the air barrier OR HERS RATER alteration shall comply with Section N1104.1. U in cu rs r-- co E a.=_ o a sealed. N1108.1.1.3 (R502.1.1.3)Service hot water systems T Fascia/ New service hot water systems that are part of the addition shall comply with Section N1103.5. Exception:Alterations that replace less than 50 percent of the yp Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at P p P Soffit see ��wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. lur,inaires in a soac�, provided that SEALANT r P N1108.1.1.4 (8502.1.1.4)Lighting s.uc!, alter.3tion; 'c cot increase the installed interior lighting power. Const. Dwgs shall be sealed. New lighting systems that are part of the addition shall comply with Section N1104.1. non-ventedi ,• y' ,n r f frame walls shall be insulated N1 109.2 (8503 2) Change in space conditioning � t°� -, et �tstr�lr�rikssndatt�af+ sari. ., i �, ' i .' f' �, Walls The 'unction of the foundation and sill Cavities within corners and headers o J An nonccnd;tioned or low energy space that is altered to become conditioned .�*,�a(�nurn.. -`- �TM�4. :` i.•j. ! 1 shall be sealed.The unction of the b•completely filling the cavity with a material having a thermal Y gY p " t plate J } space shall be required to be brought into full compliance with this chapter. F• , 9 p P Typ. Exterior wall ,�,.... .` a top plate and top of exterior walls shall be resistance of R-3 per inch minimum. .�. . - ,,:.';; . ` ;$.:.;; : - . ; ' I..; ; !,; J J sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air ` ` 2) barrier. W Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION W 0 shall be sealed. DUCT SEALING REQUIREMENTS Q Rim joists FJm joists shall include the air barrier. Rim joists shall be insulated. Floors(including 'I7ie air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor TABlf. M 1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the INTI`III`ti11TT1 N3 tIt1H^LE LE-HOUSE MECHANICAL RATE FACTORSa, b topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M1505.4. RUN-THIAE PERCENTAGE !N EACH �'-F10UR APPROVED WINDOW 1111 perimeter floor framing members. SEG MEN 25% 33% 50% 66% 75% 100% OPENING LIMITING DEVICE ' AREA TO BE EXHAUSTED EXHAUST RATES -------_--- ---`�—"— _ Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be shall be covered with ar Class I,black permanently attached to the crawlspace walls. I FC-I:or,; 4 3 2 1.5 1.3 1.0 KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS L�.__. I`_ vapor retarder with overlapping Joints N Z taped. a.BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 5o CFM �, '- •, 4 r'Il✓`"''�r•e �.�a'ues berween those given,the factors are permitted to be Shafts,penetrations Duct shafts,utility penetrations,and flue `' '` �r' - - - - - - - - - - - - - 1 t WINDOW M p Q shafts opening to exterior or I = W 6i unconditioned space shall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS b Exrrap�;!at;c r beyo,,t1 �1 tab!e is prohioited. 24" APPROVED WINDOW U p (36"IN IBC UNITS) 4"SPHERE CANNOT PASS THROUGH FALL PREVENTION DEVICE CONFORM TO U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE FINISHED FLOOR the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. FINISHEDH . B MINIMUM 4 AB H ;,• Garage separation Air sealing shall be provided between the garage and TABLE M1505.4.30) FLOOR AND GREATER THAN S ABOVE THE FINISHED T h GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE conditioned spaces. CONTINUOUS AIRFLOW RATE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal COMPLY AS FOLLOWS: envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. REQUIREMENTS �- 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and N U NI B E R OF B F D R O O PY'I S WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH y wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION ,� N gaps or compression where cut to fit. Insulation that on T i TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO E—•i PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. installation readily conforms to available space shall FLOOR AREA 0 - 1 2 — 3 4 — 55i G -- 7 > 7 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. (square feet) — -- OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be �A i rf•I o.-v in C F I';li W Z exterior wall showers and tubs shall separate them from the showers and insulated. t—�I -r- N1101.14 (R401.3) Certificate (Mandatory) tubs. < 1,500 30 45 60 75 90 ,? M Electiical/phone The air barrier shall be installed behind electrical or A permanent certificate shall be completed by the builder or other approved party and posted on a wall box on exterior wall communication boxes or air sealed boxes shall be installed. "d t)4 00 � 1 ,501 -- 31,000 4_. ( 60 i 75 _0 105 in the space where the furnace is located, a utility room or an approved location inside the building, r o U HVAC register HVAC register boots that penetrate building thermal i ; Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q cis boots envelope shall be sealed to the subfloorordrywall. r ---- "�` directory label, service disconnect label or other required labels. The certificate shall indicate the Q� o rn Concealed When required to be sealed,concealed fire sprinklers shall 3,001 — -4,500 60 75 � 90 10_, 120 predominant R-values of Insulation Installed In or on ceilings, roofs, walls; foundation components sprinklers only be sealed in a manner that is recommended by the ------`- such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and 4,501 — 6,000 75 90 105 120 135 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. i Where there is more than one value for each component the certificate shall indicate the value IC = insulation contact. ([ 6,001 — 7,500 90 105 120 135 ,50 i t U� -- - = 3 covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC cooling cooling and service water heating equipment. Where agas-fired invented room heater, > 7,500 105 120 ! 135 150 165 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall JUN � 1 2021 !- -�---- indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," For 51: 1 square foot = 0.0929 nl 1 CLIh'C foot l)er =t�ir,t;te = '�,C.0047 i"� l�� i i as appropriate. An efficiency shall not be indicated for gas-fired invented room heaters, I M fr,,ttTolcf rotten electric furnaces and electric baseboard heaters. 'AkfJlk`�SdBiPi�^ c,,i cn 0 00 N • 2 a E O Z ' O w IO � p C 81.411 32'-6" 61.61, � J W FRAMER TO VERIFY CENTERLINE & HEIGHT OF WINDOW OVER KITCHEN SINK WITH KITCHEN LAYOUT PLAN A Z PROVIDED BY BUILDER. 6 FRAME NEW ROOF OVERHANG O M 0 w WITH 2X10 RR @ 16"OC A EXISTING WINDOW TO BE EXISTING WINDOW TO BE L.L_ �.. O z TYP ROOF CONST.SPECS REMOVED AND PATCH REMOVED AND PATCH ON SEE SECTION 6 AND MATCH EXTERIOR AND MATCH EXTERIOR r DRAWING,PAGE#614"DECK FOOTING NEW ANDERSON NEW ANDERSON NEW WOOD DECK AND SEE DETAIL ON DWG-2 "DECK FOOTING EXISTING 400 SERIES CASEMENT 400 SERIES CASEMENT ROOF OVEI?HAt�IGING FOOTING SIZE PER TABLE y 8'4"± EXTERIOR (23 '-"x 35 '-")w/GRILS ON TOP 1'-6"X T-6"wl GRILLS ON TOP SEE DETAILS R507.3.1 FOR DECKS SEE DETAIL E DWGA W WOD DECK AND - 2X4 FRAME WALL (SHORT FRACTIONAL) --- _ — FOOTING SIZE PER TABLE c o - ` R507.3.1 FOR DECKS m M.F m NEW ROOF OVERHANGING UP �' -' o� m m o a 0 m 2-2x8 P.T.GIRDER - Y ''t .L.. '. E O N C O O j L � n _--_-__-__--•'---__-_-, U LAO V C ____________________________ 4X4 POST E EQ 6 6" i " i ' 0 E EQ x - ' - - TW2052 DHP4052 TW2052 ' I Y o ' _ � m NEW WOOD DECK U •------------------------------------------------------------------------------------------- 0 _ - _ - 5'-6" c� � � arm ' REMOVE ' ; , m c o o _ o w 1 1 `r NEW 3'ANDERSON //,��.,�� �, „ o 0 0 `-e m w K o 0 I 1 � V � ' ' , 1 t- v a.. p N y m O y U STRAIGHT LINE (181)w/1' EXISTING EXISTING x , - - - m c 0 3 L In �" x8 EXTERIOR 1 1 ; - n: o o 0 o Cm't (2)1 3/4"x11 718"LVL O O O 2 2x8 MASONRY N , , . c c 3 m aci y c o mr' � ao c 3 o E LIGHTS 183 AND I I 2X4 FRAME WALLS STOOP - cn SID ( ) I ( 1 Q. 0- (0 v~i FRONT DOOR REVEAL 14-6 " � ' ____ _ _ _____� __ __ ' 1.0 y _ cn TRIM - - ; v~i `) i ' ' Z � o +I �p0 I I U 0 � �9oc �oLo- Co�- o °s= N U 1'-0" 3'-0" 1'-0" ° +I O I I 367 "STOVE W/ o I ' w o c m m 0 �. c �" 48"HOOD � z ! i i--------------------- I _ " �I EXISTING o 1 ~ O � XYZ e� I w �� omC LLu;v � oc cncn I I ono 1 1 l 0 0 �.'nym P `0 � cON N I LIVING ROOM io v z o I I - 0 EXISTING g ti I ; 2X8 DECK LEDGER _ _ w LL 'w w I' w m g c n E m m `m' & y H 1 F- t o MD c t c m cn J I F—¢Z rn 1 I r , -1 d m 2 KITCHEN SEE DET. ON DWG 2 1 1 o o c Z I I W I 2-2x10 N W w� 36" M I X NEW CABS&APPLIANCES - 1 I N ; 00 IS I O F- N m Lr F- m E n._ o a EW ANDERSON LL REF. II I I >�--w LIGHTING, ELEC. a ' ' ^''�'"""' L x'"I W I I Z m ¢O NDERSEN �c ' ' ' ' I 1 X w . .. �. 1'SIGHTLIGHT(101) U 1 OUTSWING o I , z w c7 I Qo FRENCH to t3`I"'rr�-( F=J? °x° " 3 °x° DOOR Q EXie�''7INt�HOUSE i i i i ' ' 2X6 ECK N •-OJ D=J N I S 7DW N O I I I i I I v P o X¢w I I— cv co 1 , , ---- I ;------ -------- 1 (JOISTS 16"oc / \ I - w w>� ,I 41_311 �, O ------- -- ---- --- =_ _==_= 22x8--_=-== == ===_-_= — — — — " e n 1 i ' ' i ' ' _ ' 1 'J Lh ' > EXIISTNG 1 -0 ---------- ----- - - ------------------ - - 3'-0 - ------ o ----------- ------EXISTINGHOUSE I MASONRY EX. 1 1 *= =g_ =�= _j E. =�= =? _ ---- - -- - - - ° ' _ -. I CV //^^ w Z � T- � I T- 1 N V , z I ' ------- I I ~ " C z F P.I 1�I — _ _ o I= EXISTING -- —-— —_ —_- LU _ x _ c - - - - - - - - - 1 1 1 �r M in X RIDGE I 3-2x6 (2)1-3/4"x11-7/8"LVL 3-2x4 , L - - J I 1 Q c� I POST(d NEW 1 1 I X r w POST TO NEW NEW STRUCTURAL RIDGE 00 EXISTING MUD RM I 1 RIDGE BM RIDGE BM 1 1 1 1 1 1 I 1 X N U L) N O w to cD , 1 I Cn 2'.5n± 15'-3'/Z"± I 1 1 1 0 O +1 1 L 13'-9/�'± r UP z -) O Y� T,\ U) En J I , ' ' r) O � 1 1 �, ' ----------------------' ' e I 3 C� cr > M ZOO 3-0' 1 - I 1 r QO w Lu EXISTING - w o z 1 x o EW ANDERSON H DINING ROOM `� `�u= EXISTING w � _ •------------------- - LL 1 1 2-2x10 1'SIGHTLIGHT(101) 0 0 af a, w W I I 1 °X° ' I i 1 , Zoo oo�W I CRAWL SPACE N z w 0 O eo x Z W to �F-z N F-JZ N NEW S ANDERSON w `� � z cn n- 1 ' I �- w STRAIGHT LINE (181)w/1' w>v w>v cn SIDE LIGHTS (183)AND ` ct I 1 ' I 1 FRONT DOOR REVEAL 31'-6"± TRIM a f E IST EXIST ui (2)1-314"x11-718"LVL x_(2)1-314"x11-718"LVL_ � 1 -------------------------------------------------------- -----------------------------------------i� 1 N t 1 i I i I N z T-0"± I V-10'/."± (A 1 I M NEW ANDERSON NEW ANDERSON I _ 4 PANEL PATIO DOOR 4 PANEL PATIO DOOR EXISTING C _ o (142 "X80"} EXISTING (142 "'X80") UP I W � U � I ' Q W U EXTERIOR � ; WOOD I � 2X4 FRAME WALLS I 1 DECK V) EXISTING 1 WOOD --------------------- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - J DECK r -- - ------ 81.411 32'-6" wommi ctl a � KEY FOUNDATION WALL KEY .Ile, U o FOUNDATION PLAN EXISTING WALLS SCALE: 1/4" = 1'-0" r�� EXISTING FDN WALLS [--� H Q ,.- 0 1 ST FLOOR PLAN WALLS TO BE REMOVED , NEW FDN WALLS M . SCALE: 1/4" = 1'-0" ° I ° M ..C) ] FDN WALLS TO BE REMOVED U � c -2 AREA SCHEDULE SMOKE AND CARBON MONOXIDE ALARMS FOR x N Cz U REPAIRS ALTERATIONS AND ADDITIONS: NAME AREA GENERAL EXISTING CONDITIONS NOTE: In accordance with Appendix J o FIRST FLOOR AREA 833.5 sq ft. When repair work,alterations,interior alterations ALL EXISTING DIMENSIONS AND CONSTRUCTION U and additions requiring a permit occur, WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, the dwelling shall be provided with smoke alarms AND FIELD MEASUREMENTS. and Carbon Monoxide Alarms located as required ALL MEASUREMENTS SHALL BE VERIFIED BY for NEW DWELLINGS and shall be interconnected CONTRACTOR PRIOR TO RENOVATION,ORDERING . t1,j and hard wired. MATERIALS AND START OF CONSTRUCTION.CONTRACTOR i I --' In t lV/ IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. ARCHITECT DID NOT MEASURE INACCESSIBLE ANDCLOSED AREAS,WHICH UIRE THE CONTRACTOR TO OPEN INACCESSIBLE AREAS AND OVERIFY CONSTRUCTION AND NOTIFY �•; �A 2021 ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. LCIa4E1olt1 rouJrt ��a�•�a¢��c�r�xsr�sJv..«.e�:iii-c�':.:i.;��,<s.�•;a�.,Y•a;rra<,, i X r —1 O EXISTING MASONRY/BRICK EXISTING ROOF w/NEW CHIMNEY TO REMAIN SHINGLES THROUGHOUT TIMBERLINE HID z ZL / NEW ROOF EXTENSION O LL r W Q.. ,Z I i U) � 0 EXISTING DWELLING 0 O Z O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - O L r*-_ O NEW SQUARE WOOD R i COLUMN SUPPORTS FOR EXISTING DWELLING OVERHANG I . N Jl I g mom' Lo� 3Qo= EXISTING I DECKLJ %�p�o o c c y o ! M o c� Cl: c - - - - - - - - - - - - - - - - - c c Z m 1- v a) m ca - — - — HI ,�c o - c C N O.S �• V N y N: _20.x D ,N 7 C O NEW ANDERSON NEW ANDERSON DH/PICTURE WINDOW s N 3 c _ 3 NEW WOOD DECK AND NEW ANDERSON c m a g °a y 100 SERIES CASEMENT NEW 3°AtL'DERSOm STEPS TO GRADE STRAIGHTLINE (181) o o � ao STRAIGHT LINE (181)w/ 1' I i I " � 0 � "0-Ei t SIDE LIGHTS (183)AND I I I I ° o@ L E ROIvT DOOR F cVEF,LNEW RAISED DECK SEE PLAN 2'2.z= `s y v c v I I I I AND DETAILS ON DWG-2 a E a I o 10 mo I I I I I Bottom of deck HUcfccooa F�- ccEc..Eon, L J i- -j pier Footing 36"below REAR ELEVATION Grade Minimum SCALE: 1 /4" = V-0" RIGHT ELEVATION SCALE: 1 /4" = V-0" EXISTING MASONRY/BRICI< - CHIMNEY TO REMAIN EXISTING ROOF w/NEW SHINGLES THROUGHOUT TIMBERLINE HD O _ W CV 0 N Z M Q 2 W iLl � Q- - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - --- - - �. j Q W U �• Cn TOP OF WALL EXISTING DWELLING NEW AN RSON NEW SON I 4 PANEL TIO DOOF 4 PANEL T10 D00I I �d 142 4"X8 142 4"X80 10 i I = F— <— -=► EXISTING U DECK0 JL 1 — � 7 M V a o NEW(WOOD SHINGLES I `./ b O bA 00 •fl NEW S ANDERSON PATCH AND REPAIR I I ® nJ x (V v STRAIGHT LINE (181)w/ PLlYV400D FACADE AS I M � SIDE LIGHTS (183)AND NEEDED I I `p 1:4 REVEALTRIM ` _J 0 F" V/ CFI FRONT ELEVATION 1 � 6 k SCALE: 1 /4" _ 1 �-011 - j��r� - 1 ��2l o1 jf-,o!61 16,,k n —..—. Flopkrd CSI 1, s: r c- O O � 0 EXISTING ROOF CONSTRUCTION w Q NEW Class AAsphalt Roof Shingles w/ EL Z fasteners per manufacturers specification and the NYS CODE. Q EXISTING RIDGE BOARD NEW Underlayment as per section R905.1.1 & ry J installed per Table R905.1.1(1) fn O Q NEW(2) 1 3/4"x11 7/8"LVL RIDGE BEAM EXISTING COLLAR TIES NEW Ice & Water barrier as per section R905.1.2 Z = INSTALLED BETWEEN KITCHEN AND DINING ROOM EXISTING 1/2" I p ywood Sheathing, EXISTING SOFFIT CONSTRUCTION. 0 '2x4 CT @ 16"oc EXISTING 2x8 RAFTERS @16"oc TO REMIAN FULL THICK BATT INSULATION 1/2"GYP BD EXISTING @ %x3 RAFTERS 16"oc 6`, .6NEW TYPICAL EXTERIOR WALL FULL THICK BATT INSULATION �� N 1,'2°GYP EI; 2 x 4 Wood Studs @ 16 oc. y o EW DECORATIVE E•- TRIM WRAP Double top Plate and Single Sole Plate. o EXIST. F.P. EXISTING INTERIOR AROUND 1/2" exterior Grade - Span Rated �, �, a ° YE Q n OMITTED FOR OPENING OPENING Continuous Structural plywood Sheathing. rn s C 0 o 4 CLARITY rFastened per Fastener schedule. o N 0 Q: A°"T O tyvec House Wrap or equal. " o �•`;o° a c o � �o a Wood Siding TO MATCH EXISTING y �Y EW ANDERSON aa)y 2 c o iS `° c 3 installed per manuf specs and NYS code. OPEN 1'SIGHTLIGHT Cont. load path strapping installed in accordance o o ,w - a u, DOORWAY with drawings. Provide Fire Blocking in accordance 0 .�_- '20co with R302.11 & R302.11.1 and Q ?C 60 ao in zZ a 0ca W Draftstopping per R302.12 & R302.12.1 s y a E o y W o i EXISTING EXT.2X4 EXISTING EXTERIOR WALL CONST. u en M c m E a 5 o a FRAME WALLS 2x4 wood studs @ 16" oc ----- --- R-13 batt insulation min. exterior wood sheathing vapor barrier and siding E EXISTING EXISTING FLOOR SYSTEM b CRAWL SPACE x TO REMAIN TYPICAL FOUNDATION CONSTRUCTION W EXISTING 8"X16" CONCRETE BLOCK WALL �.DIRT FLOOR WITH PLASTIC BARRIER `' ON 8" X 16" FOOTING V.I.F. ± EXIST.BOTTOM OF " VENTS: FOOTING NEW INTERIOR WALL FINISH 36"BELOW 4" VENT THRU P3103.1 ROOF EXTENSION GRADE MINIMUM were required, Provide 1/2" Gypsum Wall OPEN VENT PIPES SHALL Board on ceilings and walls ROOF EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. /� P3103.2 FROST CLOSURE: INSULATION SCHEDULE SECTION A WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F shall Comply With 2018 IECC OR LESS.VENT EXTENSION THROUGH SCALE: 1 /4" '- V-O" A ROOF OR WALL SHALL NOT BE LESS I THAN 3"IN DIAMETER. ANY INCREASE Location R-value IN SIZE OF THE VENT SHALL BE NOT LESS HE 1 FOOT INSIDE THE DE Vaulted Clg existing 0 THERMAL ENVELOPE OF THE BUILDING. FloOr(unheated space) existing N �— Exterior 2x+ walls R-1 304 z All NES` Glazing U = .30 SCGH: .30 - CD new Dcor-snore thorn 50% glazing U = .30 SCGH: .30 M p Q 3„ 211- I Other Specifications: � > Q ' 1 • Windo,.,vs: U:� 0.30, SHGC< 0.30 < Lu cvn 100°!, h7O efficiency lighting (CFL s or LEDs) I , I 3"I All Energy St. r appliances I DW Sink I R403.6 Mechanical ventilation shall be provided that mee'.3 the requirement's of section M1507 I 1-1/2. 8403.7 Heating and cooling equipment shall be FIRST FLOOR I sized its accordance with ACCA manual J by a � certified third party rater. I I H 3" 3„ 4" FAI a" CO 411 0 CONNECT TO EXISTING � � 04o � SUFFOLK COUNTY DEPT. •.. OF HEALTH APPROVED x 'Z N v SANITARY SYSTEM. ® o `11 M CZ PLUMBING RISER DIAGRAM U Not to Scale --- ~-� 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS , MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 1 202-1 ,� { f k outl uO 'lown Q K CQ,, H yVAL Cz f H. S. NO. ii. ,.fir" ..-. %- I ��+;,r •=.Atl.�_r'__`J-..c. i�F ... � :i_.. -, 'J i1rP.AR? MPNI ATE-HULTH ' . �,•+Y ', ti.L 1• _�^'; ?;1 r ,D,f..: i rti o _. F sm .`'aB� F® C4 l. s.o-'.._ .. .,. ,., 8:.:t•'.f.iF e ! 8Ctlows- —' _ '__'., a._^_� ',a 7-A Le� T ENfl- T O 4 THE WA u L ,G �# PdSAL} \ SYSTEMS FOR THIS RESIDENCE WILL, CONFORM TO THE STANDARDS OF THE u 4`= ' �.� _ SUFFOLK CO. DEPT, OF HEALTH SERVICES. ' Air ; T~r lSf APPLICANT - SUFFOLK COUNTY DEPT. OF HEALTH SERVICES —' FOR APPROVAL OF CONSTRUCTION ONLY CDATE: !Uv^0-7f (j-!6.1 H.S. REF. NO.: H� APPROVED: sarFOLK CQ. TA?C'MA! CdEtIGNATI0_ 1N: DIST. SECT.' 16CK PCI. , PAIZT OWNERS ADDRESS: 55 3-iter'_T" ,� A, _._.,......._ta:.«:..•r}. ,:_::. ., ... .... . _ •-• -arm-c...�--� -t-, iTj .. _ _i - -•w.-- ._.. - .¢ .� .,-, - Nl- ry ku . _. ^ ,,.w _ - - _ -_' - - .. -.. - •` -- •_t� - . -- -:�,:,. . .tip, _ ._ . - - - • -- ,(� _ . - .. _ ,. ...:,._..^>..._•. • ¢ � r �` h ''� ' °T �,.•� ` 2 DEED: L.FT P, � .�, Q �` �� -TEST HOLE STAMP � > = „� ,}SQ � Ta �� O� "J \ t li JNAUTHORIZED ALTERATION OR ADDfTI0gK „•�`• k ''.��► . rZT }' 1:.� ,'1 (/j,,^ %% �'' TO THIS SURVEY i5 A VIOLATION OF }'m k4 �.T�'� �j GQADE SECTION 7209 OF THE NEW YORK STATE 1Z `- EDUCATION LAW. p- ^ � OC~ ? i ~ I T'✓Y aci t COP JES OF THIS SURVEY MAP NOT SPARING vnd � ;- - THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RE CONSIDERED rt TO SE A VALID TRUE COPY. .0 iQAM ,ONLY TO INDICATEDEES SHALL THE PERSON FOR WHOM THE SURVEY t�� ` -:x •4 IS PREPARED.AND ON HIS GSALF TO THE - • I r �C 1 � IT' TITLE COMPANY,GOVEPHMENTAL AGENCY r1t.� _ 1.4. _ a6 t2 3 o THE VNDINGAutGxErs ImTmffloo THE LEADBdG tNnT TUTiON.GUARAHMS ARE NOT TRANSFERARLE TO AODtTIONAt INSTITUTIONS OR SUDSEQUIM 03 HADD FAITN. _ C� 31,7.09 G4t4tAOr4WEA{.'t.'O LAt4U TITLE <— �-. , If ii�LSL6iFfltd�c CC,,pil�tj ro -rHIE Av L7�1 G t:, r Ell ZF-F sJUN 1 2> � z � u.� ARCDtC VFQUINN AN , t# C=i# MAr �4 PECC>NiC twe. x LICENSED LAND SUR EYORS Southold Town Board of Trustees GREENPORT NEW YORK_ � ,. \ / TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS \ / TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED METHOD WSP: EXTERIOR SHEATHING •�- - - r+•- -'•'* - - -•�• PER TABLE R602.3(3)-FASTENERS 6" \ / ,I 1•I I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING \ / ` . ' •I I•I I•I 1. PER TABLE R602.3(1)OR R602.3(2) VARIES BY FASTENERS I I I• I \\ // ` ' .I 11 I•I METHOD CS-WSP: \ , ` •I I•I AS PER TABLE R602.3(3) / •I EXTERIOR SHEATHING ATTACHED \\ ` I•I WITH 8d COMMON NAILS A0 6331 O.C.ON EDGE AND 12" O.C. " IN FIELD BRACED WALL PANEL INTERIOR FINISH: I•I I' SHALL BE MIN. 1/2"GYP.BD FASTENED \ / \ 0 I I I•I I. WITH NAILS OR SCREWS IN ACCORDANCE \ / i WITH TABLE R702.3.5 OR X _ ,I I•I 1 I I' TABLE R602.3(1)FOR EXTERIOR WALL / ♦ J - - - - - - - - - H. - - - . . - J' SHEATHING Q ��• �I'I •n 4: O / OVER AND BE FASTENED TO COMMON STUDS.HORIZ/ \\ �I I•l I'I I• VERTICAL JOINTS IN PANELS SHALL OCCUR // \\ ' / \ ` •I INTERIOR -4' N I•I I• WALLLSO ATAL NELSANEL SHALLOCCUR OVERINTS IN ED SPACINGI-I I•I I• COMMONAND BE ASTENED BLOCKINGO 1 112"THICK Q I' T / \ ` .I 1I I•l I. r < 2x4or2x6STUDWALL / \ •I LI LI L V'�^� J / \ � 2 X BOTTOM PLATE o r \ i Z L.L.. r / •I I•I I•II• 1' EDGE SPACING -6' WA }- FASTENING REQUIREMENTS FOR / \\ BRACED WALL PANEL AS PERO 0 —17 0 / \ 2 3 TABLE R602.3.(3) ISL Z �. a \ o LO E1-1/4" gals. x 20age U) Simpson 20g age Stud To Rafter Connector Were the distance is � SIMPSON H2A coil strap with 5 8d common EXTERIOR OR - nails in each end at each rafter. N between b 9-1/4" 1/n to 15-1/4 at each Rafter. With o o E 2 BEARING WALL � ,,.. � m � Typical Metal WINDOW HDR p g @ (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter 0 0 o.o Strapping braced wall panels ++ ++ (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES o a` (, NOTCH GREATER at Openings N Each Rafter on Each side u'" L N m c ,°„o THAN 50% •' -- (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= Fe o - (PERCENT)OF Horizontally attachedco PLATE WIDTH -,_16 GAGE(0.058 IN.)AND 1.5 IN.WIDE plywood sheathing • of Ridge to have a "- c c Z Em m o METAL TIE FASTENED ACROSS AND shall have Solid Blocking Schedule Dwg-1 - o 0, r- w iT o m TO THE PLATE AT EACH OF THE @ all Plywood Joints Simpson LSU skewable hanger o c c a o y U o U Y NOTCH WITH 8-1 OD NAILS EACH SIDE SIMPSON F12A a y m Solid blocking between I at each Rafter. 1(ti�;ttl 1-1/4" X 20 Gage Metal Coil °s y° 3 L _ 3 3 rafters attached to top (5) Ed x 1-1/2" nails in :after �, y c w L w Strap with (5)-8d common nails °° 0 ° " a TOP PLATES plate with 8d nails @ 6" o.c. (2) 8d x 1-11/2" nails in plete °° p E _ „ in each end. catch jack studs ° r a - o 3 2 IPE along length of braced wall (5) 8d x 1-1/2 nal+s in .stud Look Out Blocks � a a o 5 -o a ° o z 6 Comer Holdowns c)- panel. and window or door Header. m a Refer to plans p Less than Gable End Wall ° w o �.ro M cL) M M 0 c for locations iv Typical each side and ALL or Equal °° N E�" ¢N o CL) if required t— windows and doors. „ t o,0"0� r' - o " m to 12 H- ocncoQ F coEa� oo FIGURE R602.6.1 RIM JOIST BLOCKING BETWEEN RAFTERS 6E7 BRACED WALL. PANELS TOP PLATE FRAMING TO so2.lo.s.2 (1) NTS RAFTER-TO-STUD CONNECTOR & ACCOMMADATE PIPING Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on this page. NTS RAFTER TO RIDGE STRAP R802.3 rn TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS v, V WALL TO HEADER STRAPPINGPROVIDE MIN.2X4 COLLAR TIES a@ 48"O.C. z NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED J v TO THE RAFTERS WITH 4-8D NAILS o EACH END < W 2X P.T.LEDGER; MUST BE ONE SIZE O Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC = Cn TOP PLATES EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH I OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1 O THREADED NAILS OR PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L see Schedule on DWG-1 AT 6"OCC. I i TOP AND BOTTOM RAIL POST TO HEADER CONNECTOR OUTER THIRD CUT FLASHED&CAULKED TO tip of lag screw shall fully extend beyond I I AND COLUMN COVER AND OF SPAN ONLY LENGTH STUD PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP, MEET RCNYS BORED HOLE MAX. ) ATTACHED PER I I FOR CODE SIMPSON ABU POST ` DIAMETER 40% MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET 12" Min (PERCENT)OF 0 GALV.DECK HANGER l�l SIDE COVER 2"MINIMUM STUD DEPTH SIMPSON LUS26 @ 2X6 X 4 TREATED POSTS 5/8"MIN. 5/8"MIN. 5/8"MIN. SIMPSON LUS28 @ 2X8LAG BOLTED I r TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 1l4 JOIST p TO EDGE TO EDGE TO EDGE SIMPSON LUS28 @ 2X10 AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL CLEAR CONNECTOR SCREW DEPTH,MAX. 1/6 JOIST NOTCH MUST NOT 2X LEDGER WITH FASTENERS IN ACCORDANCE SPECIFICATIONS. "MIN. LU I I O 1/2"DIA.GALV BOLTS W/ GRADE ADHESIVE ANCHORS:HIGH-STRENGTH 1/3 JOIST DEPTH,MAX. S r EXCEED 25% ° " _ — WITH TABLE R507.2 2 x JOISTS j I LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR (PERCENT)OF c i= DEPTH,MAX. N 0 STUD DEPTH USE WITH THREADED ROD ++ O SIMPSON DTTiZ W/(6)SD#9 x 1-1/2"SCREWS O I ,T,AC; E D V'fi,H Z_ MECHANICAL ANCHORS;SIMPSON Use 1-1/4 Metal N z IN RIM.1.:t.-I A T L "'f T ALLOWABLE LOAD PER TIE:840 LBS ,r WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage o � (3)101:..E.1<wALcD NAii_S OR IF HOLE IS BETWEEN NOT LESS THAN 4 LOCATIONS SPACED EQUALLY M Q BORED HOLES SHALL aD i(PERCENT)AND 11 �--SAND TWO WITHIN 24"OF EACH END OF DECK i fr 10 X 3"'�`� TQC" ;ENS Solid sawnjoist and rafter 12" Min 60% PERCENT)OF 3 1I `V I c ) .� ^ 14"DIA. CAST-IN-PLACE " " " {5) 8d common nails v NOT BE LOCATED IN STUD DEPTH THEN THE SAME CROSS STUD MUST BE DOUBLE OR R507.6.2 N, iM S. !v H c,5 AT CONCRETE FOOTING, DOWN in EACH END at J Et>C i JCJi ,T. I FOOTINGS MUST notching and boring limits. rY > Q SECTION OF THE CUT NO MORE THAN TWO BLOCKING I TO VIRGIN SOIL JEACH Stud. Q Lu OR NOTCH IN STUD SUCCESSIVE STUDS SIMPSON DTT2Z WI 8 1/4"x 1-1/2"SDS SCREWS OVER BEAM BEAR ON (MIN 36"BELOW GRADE) NTS $d 6" OC Along U ARE DOUBLED O 11;11V;?S,(Y., UNDISTURBED PER R507.3 FOR DECK FOOTINGS @ g 10 AND SO BORED ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH ° T POST GI(:LI_F SOIL Braced Wall Panel MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" JOIST CCT"dEC;O`Z FIGURE R602.6(1) PENTRATION OF EACH END OF DECK: FIGURE R602.10.8(1) NOTCHING AND MAXIMUM O''tTRHAJ'MG 24" P.T. POST TO CONC. PIER & FOOTING � BORED HOLE LIMITATIONS FOR EXTERIOR TO DIA.LAG SCREW PREDRILLED /` WALLS AND BEARING WALLS TO CENTER OF TOP PLATE,STUD CONNECTION (a7 PORCHES & DECKS NTS WALL TO WALL STRAP � R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST1 2 DECK GIRDER � RAILING I 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 15 �. / WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS I FOOTING SIZE PER TABLE R507.3.1 FOR DECKS STAGGERED r TOP PLATES SEE TABLE 507.2 iv N 2 ROWSS O"-- 5.5"M IN FOR 2X8 O 6.5"MIN FOR 2X10 U Z O BORED HOLE MAX. STUD 5„MAX DIAMETER 60% 7.5 MIN FOR 2X12 All A Q (PERCENT)OF STUD @ (J O @ ~� > ~ DEPTH oen00 .� i /8"MIN. bA 2"MIN O TO EDGE LAG SCREW OR THRU-BOLT 3/4”MIN LEDGER BOARD ® ^p 1 U NOTCH CEED 4405 NOT Eu _ J J OCz (PERCENT)OF ° F�O�/ Q�l STUD DEPTH BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS O NOT BE LOCATED IN THE SAME CROSS SECTION OF THE CUT PER FIGURE R507.9.1.3 (1) ' ' , OR NOTCH IN ST UO �j �J -*DISTANCE CAN BE REDUCED TO 4.5" l�p__ �� �r' �� r-'-------- IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF •�t LAG SCREWS TO ATTACH 2X8 LEDGERS . ��� i.� JUN — 1 2021 TO 2X8 BA14D JOISTS(1/2"STACKED FIGURE R602.6(2) WASHERS NOT PERMITTED) NOTCHING AND Q (] 16 BORED HOLE LIMITATIONS FOR INTERIOR 17 18 1 20 - - � ..__ NON-BEARING WALLS t:ot.ithofd •town f'���=ard Q(TrtMt,fE;Og A' 4 Fireplace Enclosure Thin profile structural R-50 Cover Box pushes ir:SLIlated to top heathing up and out of the Rigid insulation of Second floor � Sheet Metal Firesto wayfor access �+ 9 2X ceiling joists r;eilin line p CONTINUOUS BEAD Insulation dams glued together see plan w/ g and lay on plyW od Batt Insul Seal joint with OF SEALANT attic hatch - R-val Supp°`` Non-combustable sealant prevent loose-fill equal to the Ceiling Double Frame Attic blockingI / insulation from SUBFLOOR GLUED,CAULKED Air Se r: insulationrequirem n access opening Sealant or OR GASKETED TO RIM Gasket falling through adhesive l4 structural sheathing JOIST/RIM CLOSURE access as enclosure liner sealed SEALANT at perimeter and seams. SILL PLATE INSTALLED Weatherstripping Seal stairs Pre-Fab Fireplace OVER GASKER SILL Panel Casing�� \ 1/2" Gyp. Wall �.� Refer to manufacturers SEALANT '-Pull-down frame gap 1x2 Stop Board staircase with caulk 1/2" plywood specs for installation manual or foam attic hatch Typical foundation & framing - (see plan for size) See architectural plans PULL-DOWN STAIRCASE INSULATION AND WEATHERSTRIPPING AIR BARRIER AT FOUNDATION DETAIL AIR SEAL DETAIL CcD PREFAP FIREPLACE -4A, ATTIC HATCH DETAIL -� TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS 25x5 Door Energy Conservation Products `_. .... . .•�- It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, •_ •. N~i-: Refer to Manufacturer for installation manual. R 50 Insulation tarn fro Sia r c „•wr O Section N1109(R503)Alterations rte,#, t,�. y. ^^:- ;r c z Eave baffle installed r" " N1109.1 (R503.1) Genera! t °.; m..; M;jr A DE NOTES Alterations to any building or structure shall comply with the requirements of the code for adjacent to soffit and eave �.:' .� „A „sx&T �• . -- Q b.GENERAL L CO •-� k � • � neer construction.F,iterations shall be such that the existing building or structure is not less vents. Baffle shall extend over _� ` insulation installation. conforming with the provisions of this chapter than the existing building or structure was the t0 of the attic insulation "~ _:. ' Table 8402.4.1.1-Alli barrier and >lnsulat o � All design &construction in compliance and built accordingly to the prior to thr�altera lon' as per chapter 11 TYP. ROOF CONST. " " ' ' 14", 2020 Energy Conservation Construction Code of New York State. } y' The authority having jurisdiction shall be permitted to determine an energy efficiency program to orations to arl existn building,building system or portion thereof shall conform to the 8402.2.3 1: f; - _. :;,:;,;, .y. h - ,,. .;,,,.;•:- TABLE 8402.4.1.1 Th y g l P A g g, g y P ( ) - , exceed the energy efficiency required by this code. provisions of this: chapter as they relate to new construction without requiring the IR BARRIER AND INSULATION INSTALLATION 9Y P Y 2 X CJ W/ INSULATION unaltered portions of the existing building or building system to comply with this chapter. R,. ri.nf W COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa All HVAC, Plumbing& Electrical systems shall meet the chapter 11 Energy Efficiency, Typ Fascia/ AS PER DRAWINGS r � ` ° ®- code 2020 energy conservation consevation code of NYS. 1 1.1 R 3. .1 Building envelope OR HERS RATER . +. ,`,:„ £'6:74 A continuous air barrier shall be installed Air- ermeable insulation shall not be used as a sealing material. NYS mechanicalgy [NY] Pr1 f9. (. 50 1 ) g p Soffit see . i i : . General co P Bui!ding emislope assemblies that are part of the alteration shall comply with requirements in the building envelope. Section N1108(R502)Additions Section. N1102.1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13, Const. DW S } Exterior thermal envelope contains a h1102.3.1, N1 042.3.2, N1102.4.3 and N1102.4.5. g " r` W N SEALANT P � requirements �' � �� ��� ¢L� ��. _,$ � �`�x� .� (� �,,.,„ _°� L.L. N1108.1 (8502.1)General Excep,ron:The following alterations shall not be required to comply with the r q 5 13 x ,1 (n O continuous air barrier. Additions to an existing buildin buildin s stem or ortion thereof shall conform to the 9 g. 9 Y P for new' N construction provided that the energy use of the building is not increased: . ° E F T Exterior wall t _, t ! of ' chapter as the relate to new construction without requiring the yp' i .,?rr ":i 4M - - 5- ?.� Breaks or joints in the air barrier shall be provisions his ch p y unaltered onion of the existing building or building s stem to comply with this chapter. Storm windows installed over existing fenestration. Existing ceiling, wall or floor cavities See Const. DWgS •` t`ii� a k*' O_ z '--- sealed. P 9 9 Y 9 9 ; z� �. a An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. r. l t',. a L(7 ill with insulation. The with 's chapter as a single building, n _. . k'u..,<^r .; :;k ` z, ', . - ,,p_r�tz Cavi} insulation All cavities in the thermal envelope shall be filled ario where the existing building and addition comply thr p 9 9 Construction where the Existing roof,wall or floor cavity is not exposed. r w ,,, „ 4 �, ,,, ', density of the insulation shall be at the manufacturers product or where the building with the addition does not use more energy than de ty P 9 installation ns shall be in accordance with Section N1108.1.1 or N1108.1.2. f r ,.p. ;, w,_,ryw=`<, :,:r' Vit' �; p !.,. recommendation and said density shall be maintained for all volume of the existing building.Additions Roo recover. ,,;';'''ren + e,,.,„ �..;,'w rrt .,,, g j b. ,.,s. . .{ ,� :., t, L1 r� Batt a insulation will show no voids or gaps Roofs without insulation in the cavity and where the sheathing or insulation is exposed ` ' ` n + f �, each cavity. nP g P h r Its , j N1108.1.1 8502.1.1 Prescriptive compliance Burin reroofing shall be insulated either above or below the sheathing. Surface-applied n density for the entire cavity. Batt insulation shall be ( ) p g g maintain an eve a ty ty Additions shall comply with Sections NI108.1.1.1 through N1108.1.1.4. ..;< installed in the recommended cavity depth. Where an obstruction in p y g window film installed on existing single-pane fenestration assemblies to reduce solar heat gain y^ , ,,,,k_,�,�;� �� ; .�w. :� •!'�, � �:, ;�a rn provided that the code does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction NY N1108.1.1,1 R502.1.1.1 Building envelope Alterations which re !ace less than fifty percent of the luminaires within a s ace, rovided »- _ 2 fn exists,the batt product will be cut to fit the remaining depth of the [NY] ( ) 9 P Y P P p EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o An P g P New building envelope assemblies that are part of the addition shall comply that such alterations pro not increase the installed interior lighting power. o° o E in cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. rn m m E'er o a°L Lo'E � E try-, Oo shall be placed to fill any surface or concealed voids,and at the N1109.1.2 (R503.11.2)Heating and cooling systems L) tm`o U ' a r-4 T manufacturers'specified density.Where faced batt is used,the Exception: Where unconditioned space is changed to conditioned space, the building New heating, cooling and duct systems that are part of the alteration b Z'z a = M LOW DENSITY SPRAY FOAM installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Section N1103. - c t �` r c o no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION, R VALUE IN i = o'�, o o y = 0 0 are part of the project, is less than or equal to the Total UA generated for the existing building. Exceotion: Whcre ducts from an existing heating and cooling system ACCORDANCE WITH "' a ° a � a o stapling installation tabs. Rigid Foam or r are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not g ' ` `' mN � co mCr oc3 N1108.1.1.2 8502.1.1.2 Heating and cooling systems o HERS REPORT S „ Wood Blocking i -.✓-.: /� Insulation that upon installation readily conforms to available space ( ) g g y b required to be tested in accordance with Section N1103.3.3. 9 r `o a .60=_00JZI shall be installed filling the entire ca and within the manufacturers' New heating, cooling and duct systems that are part of the as backdam TYR ROOF CONST. c � ? i c° m �a� - �� �'" �' �' addition shall comply with Section N 1103. N1109.1.3 (8503,1.3)Service hot water systems ' �; ,' m 'E = t m�° o'E density recommendation. _ _ New service hot water systems that are part of the alteration t a' _ N ° ° 3 2 `o shall be aligned with the Exception: Where ducts from an existing heating and cooling system are extended to an addition, shelf comply with Section N1103.5. Roof underlayment 2 X CJ W/ INSULATION U =�C °' _ = to Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffitg duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip edg '` i �' °'o E ° _ °' n c- E2 ( o ceiling/soffit shall be aligned with the air barrier. AS PER DRAWINGS 2'z__ S r y _ 0 to be tested in accordance with Section N1103.3.3 ¢ �' = N _ E N1109.1.4 (8503.1.4)Lighting New lighting systems that are part of the °, ii „� m o 8 insulation and any gaps in the air barrier OR HERS RATER '" E •_o a alteration shall comply with Section N1104.1. co sealed. N1108.1.1.3 (R502.1.1.3)Service hot water systems New service hot waters stems that are art of the addition shall comply with Section N1103.5. Alterations r Yp �n it r knee Batt insulation installed in attic roof assemblies ma •be compressed at Y P P Y IMxception:R.Itera,{ons the replace less than 50 percent of the T Fascia/ Access openings,drop drop stair o 3 P wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. lu n Helier,in a sr�ace, provided that Soffit see s, SEALANT P N1108.1.1.4 (R502.1.1.4)Lighting such alterations do rot increase the installed interior lighting power. Const. Dwgs shall be sealed. New lighting systems that are art of the addition shall comply with Section N1104.1. non-vented ' 9 9 Y P P Y Y '+Tr�nsvgrsrrsIntlri Walls The 'unction of the foundation and sill Cavities within corners and headers of frame walls shall.be insulated N1109.2(8503.2} Change in space conditioning ` i " ' "' t6"tr'�' °nr " An nonccndrtioned or low energy space that is altered to become conditioned �* ���" � ^�, 1 � � z plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal Y gY P sppce--hail be required to be brought into full compliance with this chapter. Typ. Exterior wall L �l i '- top plate and top of exterior walls shall be resistance of R-3 per inch minimum. sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be -- - --- See Const. Dwgs w^ i` installed in substantial contact and continuous alignment with the air Q barrier. Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION � 0 DUCT SEALING REQUIREMENTS shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor TABLE M1505.4.3(2j cantilevered floors) framing cavity insulation shall be pennitted to be in contact with die INi EIiPYs4TTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa b topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M1505.4. Ft�lN-TlP�ll pERrENTLtSE 1f�1 EACH 4-HOUR APPROVED WINDOW perimeter floor framing members. ___ _ 25% 33% 50% 66% 75% 100% OPENING LIMITING - 'EG%AEIN t DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be AREA TO BE EXHAUSTED EXHAUST RATES - --------� - --� ___ ---- -- shall be covered with a Class I,black permanently attached to the crawlspace walls. Fir;icr', 4 3 2 1.5 1.3 1.0 F_ W vapor retarder with overlapping joints KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS - - - - - --` -'----- � H -- - O taped. --- �. `%r ?: u r ? r'e ,a:.,es ben neon those given,the factors are permitted to be _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N Z Shafts,penetrations Duct shafts,utility penetrations,and flue BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM r. ' e i n' :i b,i re;l;c' "�r t WINDOW M Q shafts opening to exterior or unconditioned space shall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS !, Exrranr,!at!cr; i;e ro;Id '^e tahb_ is pr ohioited. 24" U to 6i (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW PASS THROUGH FALL PREVENTION W DEVICE CONFORM TO U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE FINISHED FLOOR the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and TABLE M11505.4.3('I) FLOOR AND GREATER THAN S ABOVE THE FINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE conditioned spaces. CONTINUOUS AIRFLOW RATE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal COMPLY AS FOLLOWS: envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. REQUIREMENTS _ 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Batt insulation shall be cut neatly to fit around wiring and r WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. A Plumbing and g f�tJ1�1BER. OF 6yDl�t3�11'r�iS WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FLOOR AREA 0 - 1 2 - 3 4 - 5 6 -- 7 > 7 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wirin . _ 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW �d ^� P P g g �1, (square feet) OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2 TO MEET EGRESS 8310.2.1 � rT� M � o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be F�-e1 exterior wall showers and tubs shall separate them from the showers and insulated. Airflow©i'tf I n C I`I N1101.14 (R401.3) Certificate (Mandatory) tubs. Electrical/phone The air barrier shall be installed behind electrical or < 1 ,500 3C� 45 �6� 75 90 installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall � .0 box � � o box on exterior wall commurucation boxes or air sealed boxes shall bei st V 1 ,501 -- 3,000 a5 ��0 75 90 "OS In the space where the furnace Is located, a utility room or an approved location inside the building. o HVAC register HVAC register boots that penetrate building thermal i Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit -a r boots envelope shall be sealed to the subfloorordrywall. directory label, service disconnect label or other required labels. The certificate shall indicate the o � M � Concealed When required to be sealed,concealed fire sprinklers shall 3,001 - =x,500 60 75 � 90 105 120 predominant R-values of insulation installed in or on ceilings, roofs, walls;foundation components �' sprinklers only be sealed in a manner that is recommended by the - such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O manufacturer.Caulking or other adhesive sealants shall not 4,501 - 6,000 75 90 105 120 135 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results be used to fill voids between fire sprinkler cover plates and walls or ceilings. --�-- from any required duct system and building envelope air leakage testing performed on the building. I" ` c i Where there is more than one value for each component, the certificate shall indicate the value ;' �� i IC = insulation contact. 6,001 - ,500 .30 105 120 1215 ,50 i���r covering the largest area. The certificate shall indicate the types and efficiencies of heating, ; a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. cooling and service water heating equipment. Where ages-fired unvented room heater, � ; l I ;t t i JUN - 1 2021 > 7,500 105 120 i �� I 15O ,65 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall j I y- indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," 6 For 51: 1 square fact = 0.0929 r11, 1 c!.Ihic faot oer =�,ir�t,te = `.�.JC1�471 r, i,ri`• as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, i 777 tnolcf-rOWn electric furnaces and electric baseboard heaters. of Tin"`:' '�'s j cri d c0 t 6 00 N CD N 0- E 0 0 J o � @ r 0 o � � Z � � Q W >- C- Z w ❑ � C) 8'-4t' 32'-6" 61'6 W ry - W , „ -0 lo FRAMER TO VERIFY CENTERLINE & HEIGHT OF WINDOW OVER KITCHEN O z = SINK WITH KITCHEN LAYOUT PLAN A I'— PROVIDED BY BUILDER. FRAME NEW ROOF OVERHANG 6 W Q 0 O Z WITH 2X10 RR @ 16"OC A EXISTING WINDOW TO BE EXISTING WINDOW TO BE TYP ROOF CONST.SPECS REMOVED AND PATCH REMOVED AND PATCH a- � O ON SEE SECTION 6 AND MATCH EXTERIOR AND MATCH EXTERIOR DRAWING,PAGE#6 14"DECK FOOTING NEW ANDERSON NEW ANDERSON NEW WOOL` DECK AND 400 SERIES CASEMENT 'GOOF OVERHANGING SEE DETAIL E DWG-2 ° "DECK FOOTING y EXISTING 400 SERIES CASEMENT FOOTING SIZE PER TABLE SEE DETAIL ON DWG-2 o EXTERIOR (23�"x 35 ")w/GRILS ON TOP V-6"X T-6"w/GRILLS ON TOP SEE DETAILS R507.3.1 FOR DECKS FOOTING SIZE PER TABLE o c E y NEW WOD DECK AND (SHORT FRACTIONAL) 4-1 _ — _ _ m ° ` o 2X4 FRAME WALL -6 ti o ROOF OVERHANGING UP � R507.3.1 FOR DECKS d•- o•E ` \ / \ /_ ---------------- � U C10 ` U f9 U T 2-2x8 P.T.GIRDER o s m m c y o 4"± ---------------------------------- 4X4 POST E EQ 6'-6" V I i u i I »° c .Z a ° o c c m m E EQ � oY Qo m o - 611x - - TW2052 DHP4052 TW2052 NEW WOOD DECK 1 1 Y ' --- I I U I •---------------------------------------------------------------------------------------- _ I c =o i REMOVE o i 1'-Q" moon m� o �� ° �O NEW S ANDERSON EXISTING EXISTING o C° ' aci H 2 c o m a o 3 ° STRAIGHT LINE (181)w/1' ' x F- ' _ m z rn o 3 r N - o x8 2 2x8 EXTERIOR , , MASONRY N , , _ — • c o r L c� v, SIDE LIGHTS (183)AND (2)1 3/4"x11 7/8"LVL O O O I 11 o a° 14'-6" I Q 2X4 FRAME WALLS STOOP O 1 ° 'o' a ° in u~- FRONT DOOR REVEAL ' ~ N I 1 1 I N N w .•C � 0 TRIM �i ------ ----------- -- i C7 O U I IOp IC I U c� o ff o ° o B °t NU 1'-0" 3'-0" 1'-0" ° I I ' i I W m c - a ui y m o �I O 36"STOVE W/ o i ---- ----------------- ' F- ip tt 1 I Jz ' I p W L a°.g c L= E �' o a N V V L EXISTING Z I = 2X8 DECK LEDGER w o X W �o o -- m Q to c m (O I I 1 1 O U N ` f6 z Cn o W� 48"HOOD o .T I I toO � I Y ( Ems _ = uvcUc =1 T OUz SEE DET. ON 1 X OLL O , ,ww o W COa o c ckt M m" m o 8 m 12 Ir-A ITLIVING ROOM U 0 EXISTING 5 I I — _ w 1 1 U g N °'- - m L O UF- = r , o oma ' s c w m rn �� 'c%) �¢� KITCHEN � � I I I as t e I O o 1 W W � om F- mEn._ oa 2-2x10 a w Z m 36" I ¢O X NEW CABS&APPLIANCES W z I UJI a EW ANDERSON LL REF. N �� ~ I� I I >I-w LIGHTING, ELEC. u_ a Y i i i I I i i N •• C' 'V SIGHTLIGHT(101) m rNDERSEN UTSWING o �- N w2X6 ECKzWU` 00r oo RENCH oo Q ?J N I S DW " 3 co DOOR o EXISTING HOUSE I I JOISTS 16"oc o P J W W>U I- co I I N co G I I 1-------i I I -- --- - 2-2x8 I ,} > EXIISTNG I 3-0 -0 4-3 "' ------- -- _==_-=_'= -= =-=====--=-== - = =====_==__= - O �? ___________ _______ _ EXISTING HOUSE I �o MASONRY EX I 1 *_ _�= =;_ =j E_ F - _ :+ I N W Zi_ I 1 -T- -� rn f _ . z FRI I _ _ _ _ _ _ _ z ------- I I ; I I _ — �- — � o o H _EXISTING — LL - - - - - - v - -ch in �— RIDGE- - - - - — — — — s•2x6 (2)1-3/4"x11-7/8"LVL s-2xa cc I W I I POST TO NEW POST @ NEW EXISTING MUD RM I I RIDGE BM NEW STRUCTURAL RIDGE RIDGE BM 1 1 00 I I I I I 1 X N U U I I I I 1 1 N _° I W (D 1 I ' ' Cn I I 13 9Y�'± 2'5"± 15'-3'/2'± I I 0 O o _+I UP •------------------------ 1 � 1z � o n pI I,-. I I (n J „ I I U) O `D O I 1 of > M z o cD T-0 QO w w EXISTING -' w o z I x 0 r EW ANDERSON a DINING ROOM `n _ - EXISTING w •- N= I I------------------- ' I 2 2x10 00 1'SIGHTLIGHT(101) r^ el Oa W 6 M a2'_7 I I 1 1 1 t zWZ co o ?Wz 0 Quo \ CRAWL SPACE N J i J J N NEW S ANDERSON -' �- co Raw M ' 1 w>U Cn w>U en I , e STRAIGHT LINE (181)w/ 1' " N _1 1 1 SIDE LIGHTS(183)ANDv , I 1 1 1 I 1 FRONT DOOR REVEAL 31'-6"± =Q ' TRIM LEKISTEXIST 1 1 LIJ < (2)1-3/4"x11-7/8' LVL �—(2)1-3/4"x11-7/8"LVL 0 t I i I 3'-0"± 11' 10Y:'± I N Z NEW ANDERSON NEW ANDERSON I _ ( 0 0 Q 4 PANEL PATIO DOOR EXISTING 4 PANEL"X80')TIO DOOR EXISTING 9 = W (142 T X80') ( UP I 5; W EXTERIOR DECK I a w 2X4 FRAME WALLS f I rY to EXISTING I 1 WOOD . .I-- -----------�----- I DECK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8'-411 32'-6" cl� a � KEY FOUNDATION WALL KEY U o FOUNDATION PLAN —� �9 W Z o r---� EXISTING WALLS SCALE: 1/4" - 1'-0" I EXISTING FDN WALLS [� F Q ct 1ST FLOOR PLAN • NEW FDN WALLS <,� <�7 ] WALLS TO BE REMOVED f• 1 � G� aI M ..L� SCALE: 114" = 1'-0" 1"w FDN WALLS TO BE REMOVED U o fl EDULE SMOKE AND CARBON MONOXIDE ALARMS FOR xct .-1 AREA SCH NAME AREA REPAIRS ALTERATIONS AND ADDITIONS: GENERAL EXISTING CONDITIONS NOT In accordance with Appendix J E: FIRST FLOOR AREA 833.5 sq ft. When repair work,alterations,interior alterations ALL EXISTING DIMENSIONS AND CONSTRUCTION and additions requiring a permit occur, WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, U O the dwelling shall be provided with smoke alarms AND FIELD MEASUREMENTS. and Carbon Monoxide Alarms located as required ALL MEASUREMENTS SHALL BE VERIFIED BY for NEW DWELLINGS and shall be interconnected CONTRACTOR PRIOR TO RENOVATION,ORDERING and hard wired. MATERIALS AND START OF CONSTRUCTION.CONTRACTOR I (� ' _`�(a'� IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. ARCHITECT DID NOT MEASURE INACCESSIBLE AND CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN I } 1 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY �. ' JUN 2021 ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ( _. 'cw..._._.d.._ bc;uYhafd lows ®�®�® �a,mr�:�tixc;:sxax� .,,<,rcc�:n:*Ott::�'r•.r9;.�•c�^ro..>,a.;ar5a,: .fa��.�tc•vse,�xs�a F. IN O EXISTING MASONRY/BRICK EXISTING ROOF w/NEW CHIMNEY TO REMAIN SHINGLES THROUGHOUT TIMBERLINE HD Z IN OW Q NEW ROOF EXTENSION Z OC W CL ,z w IC) UJ "a- U) O wb°cO EXISTING DWELLING 0 0- F(f'_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW SQUARE WOOD COLUMN SUPPORTS FOR EXISTING DWELLING OVERHANG o� yO �c o E C: w EXISTING yDECK .42 nyo 17 1 a -A- - - - - - - - - - s ° UY.2O Y NO 401, 8 NEW ANDERSON NEW ANDERSON DH/PICTURE WINDOW 5-0 a c c A i ''''' NEW WOOD DECK AND NEW ANDERSON o c o g °a 2 100 SERIES CASEMENT NEW T ANDEF ' STEPS TO GRADE STRAIGHTLINE (181} ° y rn N - °' 0 r_ " c 02 ro•E °• oE ao c = ma o to 3 c o STRAIGHT LINE (181)tir1 1' I I I I ? �C,-° a� 6.2 SIDE LIGHTS (183)AND I I I I t'°y o�o E - a0i ° N NEW RAISED DECK SEE PLAN FRONT DOOR REVEAL. I I I I AND DETAILS ON DWG-2 M N 0):_� ¢� c� _0 o TRIM I I I I °� a.» = sca1°io0- F) Bottom of deck I- N cm a h- m E n._ o n L J L J pier Footing 36"below REAR ELEVATION Grade Minimum SCALE: 1 /4" = V-0" RIGHT ELEVATION SCALE: 1 /4" = V-011 EXISTING MASONRY/BRICK - CHIMNEY TO REMAIN EXISTING ROOF w/NEW SHINGLES THROUGHOUT TIMBERLINE HD _ W �f N Z CO p <C 2 6i - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — --- - - Q.: W U U) TOP OF WALL 0-0 EXISTING DWELLING M� NEWANE RSON NEW ANC'- s 04 4 PANEL TIO DOOF 4 PANEL I IO DO01 142 J"X80 142 4"X80 I " t i = pj I EXISTING DECK M � M V 5,.0" r 7 r r l P4 r' o NEW WOOD SHINGLES 1 0" "d to 0" NEW 3'ANDERSON PATCH AND REPAIR I I `xt Cq v STRAIGHT LINE(181)w/ PLYWOOD FACADE AS I O � M ct SIDE LIGHTS (183)AND NEEDED I I `p a/ REVEAL TRIM L J L 0 V/ FRONT FRONT ELEVATION2,121 I I SCALE. 1 /4 f Tr rka c f' } i. ■ 0 �z o � EXISTING ROOF CONSTRUCTION W Q >- NEW Class AAsphalt Roof Shingles w/ Z fasteners per manufacturers specification ., and the NYS CODE. Q EXISTING RIDGE BOARD NEW Underlayment as per section R905.1.1 & W cj� J installed per Table R905.1.1(1) fn o 0 NEW(2) 1-3/4"x11-7/8"LVL RIDGE BEAM EXISTING COLLAR TIES NEW Ice & Water barrier as per section R905.1.2 o Z INSTALLED BETWEEN KITCHEN AND DINING ROOM EXISTING 1/2" plywood Sheathing, �— EXISTING SOFFIT CONSTRUCTION. 0 O r/^� 12x4 CT @ 16"oc EXISTING 2x8 RAFTERS @16"oc TO REMIAN �1 ~ � FULL THICK BATT INSULATION L.t.. r vJ 1/2"GYP BD EXIST;NG Ns RAFTIRS @16"oc _ 6'-6" NEW TYPICAL EXTERIOR WALL FULL T HIUI BATT INSULATION 1 „ y lir'GYP BI; 2 x 4 Wood Studs @ 16 oc. EW DECORATIVE E•° 5`10” TRIM WRAP Double top Plate and Single Sole Plate. o o m In EXIST. F.P. gXISTING INTERIOR AROUND 1/2" exterior Grade - Span Rated o E m OMITTED FOR OPENING OPENING Y E ° 0 Continuous Structural plywood Sheathing. o T CLARITY Fastened per Fastener schedule. $ tL o tyvec House Wrap or equal. Cc 0 Wood Siding TO MATCH EXISTING 2 2= o- m � Y EW ANDERSON cc),cc 2 c o m v a`c �c 3 installed per manuf specs and NYS code. _�, 0 3 - = ,3 ° OPEN 1'SIGHTLIGHT Cont. load path strapping installed in accordance $ a N 00 1� DOORWAY with drawings. Provide Fire Blocking in accordance ._."__ t 0 N w o E o rt m 3-- with R302.11 & R302.11.1 and o _ ° _ " ° ZZ � = ow ° Et _ Za o Draftstopping per R302.12 & R302.12.1 t 0 S= L= E ° o X ; � Zc � � uiv �m w 0 d o cL m aavv o EXISTING EXT.2X4 EXISTING EXTERIOR WALL CONST. $ In ca a m E a.=_ 3 a FRAME WALLS 2x4 wood studs @ 16" oc — — ----- R-13 batt insulation min. 86 exterior wood sheathing vapor barrier and siding b, EXISTING MTOIREIMAINNG LOOR SYSTEM 61 TYPICAL FOUNDATION CONSTRUCTION CRAWL SPACE w X EXISTING 8"X16" CONCRETE BLOCK WALL ",_.DIRT FLOOR WITH PLASTIC BARRIER ON 8" X 16" FOOTING V.I.F. EXIST.BOTTOM OF VENTS: FOOTING NEW INTERIOR WALL FINISH 36"BELOW GRADE MINIMUM were required, Provide 1/2" Gypsum Wall 4" VENT THRU P3103.1 ROOF EXTENSION ti OPEN VENT PIPES SHALL Board on ceilings and walls ROOF EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: INSULATION SCHEDULE SECTION A WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F shall Comply with 2018 IECC /� 11 OR LESS,VENT EXTENSION THROUGH SCALE: /'7 — 1-011 A ROOF OR WALL SHALL NOT BE LESS I THAN 3"IN DIAMETER. ANY INCREASE Location R-value 1 IN SIZE OF THE VENT SHALL BE MADE Vaulted CI existing � NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. Floor(unhe?ted spa^e) existing •- �-- Exterior 2X"+ walls R-13 N z All NEW Glazirn U = .30 SCGH: .30 0 Z new Dcor-more tna li 50% glazing U = .30 SCGH: .30 M ci Q 3" w 211 - - - - i Other Specifications: � > q • Windows: Ui�, 0.30, SHGCs 0.30 � Lu 0 • 100% high efriCiency lighting (CFUs or LED's) 3111 ,til Energ S6� � � !iarlc es y p I V1 DW Sink I R403.6 Mechanical ventilation shall be provided that meets the r.:quirernents of section M1507 I 1-1/211 R40'?.7 Heating and Cooling equipment shall be Si7Oe FIRST FLOOR 3 in avCorr_lrlce with ACCA manual J by a certified third panty rater. I I I a3 a, \ 311 311 4" FAI CO a ^" '� U o QZ 4,1 [a Q a > M V CONNECT TO EXISTING SUFFOLK COUNTY DEPT. U °0 OF HEALTH APPROVED SANITARY SYSTEM. to "D r4 PLUMBING RISER DIAGRAM o U Not to Scale --- -- - - -' V1 1.1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 1 2021 �o��tl,r,iti"lovam ' P3os.rrof I Glenn Gc� nth, President o�0SUFFO( Town Hall Annex A. Nich.oias Krupski, Vice-President „� yJ,� 54375 Route 25 John M. Bredemeyer, III o `` P.O. Box 1179 Michael J. Domino o Southold, NY 11971 z Greg Williams 4 O! Telephone (631) 765-1892 �Ol �a Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: ` �y _ Completed in field by: SUSAN & TODD EWING request an Administrative Permit to replace windows, remove interior non- load bearing wall to enlarge kitchen area; replace four (4) existing sliding doors on rear of house with Two (2) 142 '/4"x80" four panel patio doors; replace existing side door and landing with a 36" Anderson 181 straight line out swing French door onto a 5'6"x8' deck landing with steps; construct roof extension overhang to cover 6'x8'4" stoop. Located: 1795 North Parish Drive, Southold. SCTM#: 1000-71-1-16.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet ' 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275_ Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside re/view/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other Re—, miioi ,a,sm 0l.,xUp 0,-xStO 0?12 IS j - N xr s n NOERT A SOUTHOLD BAY N.BnYNm wRisN� t eoi 8 t.lycli i �RaOzt LrOz1Tg x ,° Oro e 0 £ 9EE INS + __ G �� _�_ y (Z1) r� __ __ �� __ __ m NOTICE OOL9� COUNTY OF SUFFOLK C E oA ,sf SOUTIOLD SECTION NO > Real.Property Tax Service Agency r � N mn,_ _ -- y.w—_.__ 11111 cwNc«N.R��N..e.rvrnw, M 071 O. . 21 .. ,ziM. ^ul •� —__— o..u. --.-- o,n.u.--wx-- nw zy ,� P Oz° zmct rv0 1000 PROPERTr MAP OFFICE LOCATION: ��®� S®���® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® ® Q Telephone: 631765-1938 c®UNT`I,� � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD -w ` MEMORANDUM To- Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for SUSAN &TODD EWING SCTM# 1000-71-1-16.1 SUSAN & TODD EWING request an Administrative Permit to replace windows, remove interior non- load bearing wall to enlarge kitchen area; replace four (4) existing sliding doors on rear of house with Two (2) 142 %"x80" four panel patio doors; replace existing side door and landing with a 36" Anderson 181 straight line out swing French door onto a 5'6"x8' deck landing with steps; construct roof extension overhang to cover 6'x8'4" stoop. Located: 1795 North Parish Drive, Southold. SCTM#: 1000-71-1-16.1 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 EXEMPT from LWRP review. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Glenn Goldsmith,President ` - ® Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 John M. Bredemeyer III "p Southold,New York 11971 Michael J.Domino -x Telephone(631) 765-1892 �� .�`' Greg Williams � .� ,_ Y .� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E E 0 V E Wetland Permit Application Administrative Permit Amendment/Transfer/Extension JUN — 1 2021 Received Application: 21 Received Fee: $ toe•—' Completed Application: •Z•y Southold Town Incomplete: Board of Trustees SEORA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: oordination:(date sent): LWRP Consistency Assessment Form Sent: AC Referral Sent: Date of Inspection: Receipt of CAC Report: /Technical Review: _ Public Hearing Held:�• — Resolution: Owner(s)Legal Name of Property(as shown on Deed): Som �A LCK;m Ctoi nl 6 a` ToAa Ew' Mailing Address: 1 —f q S No r+k 06 ve- 5o v 1-► 0 l� L Y ► t q -7 1 Phone Number: 201 2q�- 'S�54Z Suffolk County Tax Map Number: 1000 - 0-7 Property Location: i l q � No Ak, Pay'-,sln 06SQ- —Sechu'vi a'7 1.e o ?-'1aC-k . 00 t_dlf-o16,oa) (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: Phone Number: Email: DiSalvo, Diane From: Todd Ewing <todd.ewing@ymail.com> Sent: Wednesday,June 02, 2021 11:15 AM To: DiSalvo, Diane Subject: [SPAM] - 1795 North Parish Drive Southold Hi'Diane, We will be replacing 4 existing sliding doors on the rear of the house with 2- 142 1/4"X 80"4 panel patio doors. The existing side door and landing will be replaced with a 36" Anderson 181 Straight line out swing French door onto a 5'6"X 8' deck landing with steps. The architect called out to remove the masonry step in the plans, however the contractor recommended and plans to frame the deck over the existing masonry stoop.The architect approves of the change.There will be a roof extension overhang added to cover the 6'X 8'4" stoop. Thank you, Todd Ewing 1795 North Parish Drive Southold„ NY 11971 201-280-6443 cell i Board of Trustees Applic; `i,on GENERAL DATA Land Area(in square feet): 31014 � 31 Q'E �, 31?`s � 2_13:F1 w 2 ,,q Area Zoning:, .-L Previous use of property: �2zi 1} t,, 1 17 9 o go Intended use of property: Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? , Yes No 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 ,_4_No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes No ( � ��� 2e"o,Ue r" J 1 1M.k 'ro'W'd/ Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date _No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? x No Yes If yes,provide explanation: Project Description(use attachments if necessary): Cn1"-eh6s � of vvcj it dou)s door I-ejvvitollp. wk4,*,- note, nab ,2_,,-.i l M 0ve st e- e-e- © ," ovvJ lam,h L ,o e s''' , Board of Trustees Applim " 'on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: kept,,r-L 1^ voz� L 4 © x�'s l!L'5 X Ce-12 lowe. �cl k vh �- ow s I� ���- , � �✓ �-E-�c-;e-r .� d�'�-Yn©l�� Area of wetlands on lot: `61,�(,og square feet Percent coverage of lot: _75 - % Closest distance between nearest existing structure and upland edge of wetlands: 32___feet Closest distance between nearest proposed structure and upland edge of wetlands: feet /'io Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? v-) o]a g, cubic yards How much material will be filled? . AOy�� cubic yards Depth of which material will be removed or deposited: ova P— feet Proposed slope throughout the area of operations: In D Ga1_- Manner in which material will be removed or deposited: an tnw I-VMO 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): � a , Ct -Q-Cs tA) . t 61 Z20 Appendix B Short Environmental Assessment Form nstruction•s for Comj2leti.n Part l -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: 4 o C C�Ip CI"fS 0,A-6 Project Location(describe,and attach a location map): g' 4 b J h ?W—,-,ln 5 W E r' (LQ21 �Ze�T�ovi l , Du i gAo[.k C> 1-6� o16•oo I can.. fv' .� o�44e.Tcwn u9So / 1J Brief Description of Proposed Action; �o fb�s>n t�� ©T s ► 1rt o vtn - �"ef 1q-� S/ 1 II 1 ? T cl b tvidvWS j 42 i9���Y�VtD-Kt'�C�no,n VCA. f N)Lk-tt)Ior S,d,We u.uG1 vv10(a. ple IW�e-f,¢- gta,aF,d fevvlod,00 's�'t9v�} P�n1-fcv�e C� ►'lO& 54c400c an-A (a,A,,c a6oi� Z q ,. --t C,_) 1190 Name orf�Applicant or Sponsor: Telephone: 2-Zip 6gg3 -r,)86,)86 ew n a,nd J�tlSev✓t Y°t��v�d�2 v�• E-Mail: to , �otvvkc: •Ce r Address: n 1-71S City/PO: State: Zip Code: Jb J•�ko �� t�� 119? � 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 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: 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? a__ acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2, acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? M b.Consistent with the adopted comprehensive plan? t K l 6. Is the proposed action consistent with the predominant character of the existing built or natural NO' YES landscape? ( `1 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: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? {NO �Y`ES til 11 b.Are public transportation service(s)available at or near the site of the proposed action? Ezi I^-1 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 1771 E 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: I:r! 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: E] 1"Y I' 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: L3 f t 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? X 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: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply- [M Shoreline pply:®Shoreline ❑Forest ❑Agricultural/grasslands El Early mid-successional ® Wetland D Urban ©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'? 16.Is the project site located in the 100 year flood plain? TV e ltiovs� s S�k�,-ke �"' NO YES, ra PQram; V1AC 1Q-1-1 �z OLC,'e e u 4a, a . 204e 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ff]NO DYES b.Will-stom water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 0 NO DYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO 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-, El El 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: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: 1-�c�c� w ti Date:— _7-0 2.1 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 1 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? El 1:1 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 El 4. Will the proposed action have an impact on the environmental characteristics that caused the (� establishment 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? J 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? S. Will the proposed action impair the character or quality of important historic,archaeological, ( ( (" " architectural or aesthetic resources? (..._1 J�,.,j 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, (" ""l El""( waterbodies,groundwater,air quality,flora and fauna)? {. �.,,..j Page 3 of 4 r � r 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 F]problems? 11. Will the proposed action create a hazard to environmental resources or human health? L___t F] 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 I Page 4 of 4 Board of Trustees Applica on AFFIDAVIT BEING DULY SWORN DEPOSES AND AVFfRMS THAT HE/SHE IS T14E 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 Pro erty Owner Signature of Popert wner SWORN TO BEFORE ME THIS DAY OF, , kJ uac Notary Public REBECCA A LUCAK Notary Public-State of New York No.01 LU6386882 Qualified in Suffolk County My Commission Expires Feb.04,2023 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORINT The 191--ya of SnUftldls C de of Ethics r hihits confl cts of teres on the prt oft wn ii cars and em Io.ees. a uroosb j f this orm is to provide,inforfira ion whieh n ah rt a town ofVijmfble,co flicts of iuteLvgand all"w it to take-Whg9jeraeflowLs mecessary to avoid same. YOUR NAME: i— (Last name,first name,Tiiddle 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,itlarriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO K 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 br position of that'person Describe the relationship between yourself(the applicant/agenttrepresentative)and the town officer or employee.Either check the appropriate line )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): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (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 91 dayof .lyL 20%_Zl Sigrtature_� Print Name T dd Form TS l 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_yronosed action will be evaluated- as to its significant beneficia and adverse effects upon the-coastalarea 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- syportm* g Bets: 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#1W -p (off (lo Qqo 1000 PROJECT NAME 'uS►L% The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. I Board of Trustees ,0 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: Location of action: -31 Site acreage: OP OF-1-11A Present land use: o Present zoning classification:—( ,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: To a ice, a,K d (b) Mailing address:-- t-74S par,-'k-L, D-r:,he_- �o� , al�� N°'r� 1(�7/ (c) Telephone number:Area Code( ) ;?-L)(- Z- S()-to q cl 6 T 20SSS z (d) Application number, if any: I Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes EI 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 0 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Policies Pages 3 through 6 for evaluation criteria El Yes No © Not Applicable 1 r • � I Y 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 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 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 ❑ Yes ❑ No ®Not Applicable 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. U ❑ ❑ f `r Yes No Not`>_.1__"plicable 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. Yes E] No❑ Not Applicable Attach additional sheets if necessary Policy S. 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. ❑ Yes ❑ No ® Not Applicable 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. Q Yet] No❑ Not Applicable Attach additional sheets if necessary WORE NG COAST POL sES L� 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 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary a{{n--dTown waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes trl NoF?(] Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LW-RP Section III-Policies; Pages 62 through 65 for evaluation criteria. Yes ,1-1 No R Not Applicable 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. 0,Yes LI No © Not Applicable PREPARED BY� ��/�.n _ TITLE_ -f DATES l- za 2-1 i ��Giank—yo,��' y�tce-c_ helms • Tnd�Ewin9 L9_9 'o U.—P 6(datisl� --- 70- 1 - zae - 6vy3 All��„F2