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HomeMy WebLinkAbout8021 f qrea It wsfyua Porgy 4-0 an lm%h ��:�� �� � �° ►on- hi Ok n-61 �ea Grant,Roland 800 Horton La,Southold , #7847 demolish existing buildings and construct two(2)public self storage buildings(A&B), with building"A creating an accessory apartment on the 2nd floor and to maintain the gxisiling 26.8 ft x 37 ft garage/storage building: ,QeVZ_sy- Site plan notes rear yard setback to bldg.A 38.57 ft,bldg.B 25 ft e Bldg A located in HALO Zone has 86 it of linear footage on Hortons Lane,Bldg B located in HALO Zone has 73 ft of linear footage on Hortons Lane • Accy Apt in Bldg A—not a permitted accessory use per 280-62(C) • Garage/storage bldg.—front yard setback 29 ft 1 in,side yard setback 3.2 ft • Requires Southold Town Planning Board approval 280-4 Bulk Schedule,280-64(C),280-62(C),Art X_X_IIII Sec 280-127 PH 12/7/233 I 2+ beo l end 63 a7669 demolish existing buildings and construct a public self-storage building C1j with an accessory apartment on the second floor and to maintain the existing f 26.8 ft X 37 ft garage/storage building: 6 PZ * ( 64 0,0,j' ,) • site plan notes a rear yard setback of 20 ft 4 1/8 in., +df aeLCU • proposed building is located in HALO zone and has 199 ft 4 in.linear footage on Horton Lane, • existing storage building accessory to single family dwelling shows front yard setback at 29 ft 13/8 in.and side yard,setback of±3 ft, • proposed uses require site plan approval from Southold Town Planning Board Sec 280 bulk schedule,Sec 280-64(C),Sec 280-62(C),Sec 280-64(B),Art XXIII Sec 280-127 - -�_ c ,r PH 910 j22 �. 1 k-?C� 1� Owner: Grant RM Revoc Trt File M 8021 Address: 800 Horton Ln Code: 17PA o Agent Info Nick Mazzaferro, P.E. P.O. Box 57 Greenport, NY 11944 Phone: 516-467-5596 Fax: Email: nickmazzaferro@verizon.net i Y N�D + jl` �Y;A OltS BOARD MEMBERS ��OF so yo Southold Town Hall 1 Leslie Kanes Weisman, Chairperson ,�O 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento G @ Town Annex/First Floor .c` � Margaret Steinbugler COU N 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS ,,' k:bj (S TOWN OF SOUTHOLD J U L 2 9 2025 Tel. (631) 765-1809 Xk �bwnerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DULY 24,2025 ZBA FILE: # 8021 NAME OF APPLICANT: Roland Grant/Grant Revoc. Trust PROPERTY LOCATION: 800 Horton's Lane, Southold,NY SCTM No. 1000-63-1-9 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LW­RP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The parcel is a conforming 41,537 square foot parcel located in the Light Industrial (LI) Zoning District. The parcel is irregularly shaped and runs 164.79 feet fronting Horton's Lane along the westerly property line,turns east for 16.74 feet and"then continues running 116.97 feet. The southerly property line measures 143.31 feet and is adjacent to the MTA (LIRR), the easterly property line measures 261.23 feet and the northerly property line measures 148.66. The parcel is improved with a two-story frame dwelling,a cinder block Frame building (garage,'storage), a temporary office trailer, and a mobile home as shown on the survey prepared by Donald J. Metzger, LS and'dated April 14, 2022. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-123; and the Building Inspector's May 9, 2025,Notice of Disapproval based on an application for a permit to construct anew foundation and covered front porch to an existing single-family dwelling at; 1) a nonconforming building containing a nonconforming use (second dwelling or. a single lot) shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use; located at: 800 Hot-ton's Lane, Southold,NY. SCTM No. 003-63-1-9. RELIEF RE UESTEQ: The applicant requests a variance to construct a new foundation and covered front porch to sn existing si_rigle-family dwelling. The proposed construction is not permitted pursuant to Article XXIII, Section 280-123; which states; "a nonconforming building containing a nonconforming use shall not be enlarged, or tractrraLy altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." The current zoning is Light Industrial which does not allow for Single Family Dwellings. Page 2,July 24,2025 #8021, Roland Grant SCTM No. 1000-63-179 ADDITIONAL INFORMATION: In 2022 the applicant applied to the Zoning Board to demolish a.single-family dwelling on the subject parcel and to construct a public self-storage building requiring five variances, which was denied (ZBA #7669 dated September 15, 2022). In'2024, the applicant applied again to the Board of Appeals to construct two public self-storage buildings which required nine variances and site plan approval from the Planning Board, which was also denied(ZBA#7847 dated July 25, 2024) The subject property has the benefit of Building Permit No. 2822Z dated July 26, 1965 which allowed a former property owner to locate an 850 square foot mobile home on the property, and a Pre-Existing Certificate of Occupancy No: 4601 dated 3/25/2025 for a dilapidated.wood frame structure(former dwelling) not to be occupied, with accessory masonry garage. The house is structurally sound but the foundation is unsafe and needs repair and new electrical service and plumbing is required. The applicant's engineer testified at the hearing that he found a portion of the original porch foundation and submitted a supporting photo. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 10,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b M. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Horton's Lane between Main Road(NYS Route 25)and County Road 48 is primarily developed with historic dwellings and preserved farmland. The subject dwelling was built in 1850. The restoration of this building, including the reconstruction of a wrap-around porch, is consistent with the Town's goal of preserving its heritage and character. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The area is a residential area and the change of zoning to Light Industrial was made by the Southold Town Board to accommodate the nearby MTA Long Island Railroad many years ago. 3. Town Law..4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However, restoring the subject non-habitable dwelling into a livable historic home is a much more appropriate and far less intense use than other uses permitted in the LI Zone District,and,as a condition of approval, the applicant will remove several unsightly accessory structures including a 40 foot metal container and an office trailer which will dramatically improve the appearance of the property. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this' residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a restored historic home with a porch addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,July 24,2025 #8021, Roland Grant SCTM No. 1000-63-1-9 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member and duly carried, to GRANT the variance as shown on Site Plan and Architectural Plans(Sheets A001 thru A003 and A101 thru A105), prepared by Nicholas Robert Feihel, Architect, dated November 11, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The new front porch shall remain unenclosed and remain non-habitable. 2. The office trailer and the 40 foot metal container shall be removed from the property prior to the issuance of a building permit for improvements to the subject dwelling. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree ofnonconformity,provided de minimis relief is requested within one year ofthe date of this decision. Any time after-one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted herein,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento,Acampora, Lehnert and Steinbugler. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing 7 /,�T/2025 800 ti Rril" ONS "'w C' VOL- 0 ON L w FENCB OS CO,tAC 66 'S30- UTHOLD NY 11971 OA 2 36 3-7 •� Plot Plan Map: 1000 Section: 063.00 Block: 01.00 Lot: 009.000 Building ExsT•cux� N Existing Rebuilt Proposed Total Footprint 29.12' J Lot 41,537 s.f. --- --- 41,537 s.f. --- EXISTING GARAGE Two-Story House 1,202 s.f. --- --- 1,202 s.f. 1,202 s.f. 3� � Porch --- 678 s.f. --- 678 s.f. 678 s.f• EXST.RCA 00 Z DRIVEWAY Garage 984 s.f. --- --- 984 s.f. 984 s.f. EXST.METAL N Mobile Home 840 s.f. --- --- 840 s.f. 840 s.f. O OCOVER �J 41- N EXST.CONC. Temp. Office 431 s.f. --- --- 431 s.f. 431 s.f. Q 1 Q COVER OJ Total: 4,135 s.f. L� DST' XST. URB \ ' Zoning - Town of Southold Zone: Residential - A Re uried Existing Proposed o 1 �ME T. CTRIC EXST.coN . ` o 0 COVER v Height Max. 351 --- 26.66' 01 EXST.RCA DRIVEWAY 5 0 Front Yard Min. - 24 O r- EXST.PORCH TO � .14 ___ -n BE REMOVED Front Yard (Porch) Min. --- 14.6' -o r S •d- ' z A Side Yazd Min. 20 ___ �c EXST.corn. PROPOSED FOUNDA ., ;: t ' 77.32' ( Q� y= - ' OVER REPLACEME D REPAIR Side Yard (Porch) Min. 20 :.� : • �►5 r ; TO EXI G 2 STORY 1� 217 V Combined Side Yard Min. 40 --- - ME EXST.CONC. DWELLING • � � ;,��;�' ;f,, ;�• i � Rear Yard -Min. 70 89.36' --- r COVER W. `rw.' � o FINAL:¢: MAP 0 0 .EaSr.>, ->=sr,,.�ai:�,`'ia;Y�..`g:.,,��,. --- ,. ..'..;,;, .,.::,.. EXISTING Lot Coverage Max. 3 0/0 9.9/o _ . : R E V r A WED BY Z . � !i'Cr": :+k$:%t i•:�..,y.^,2C'f:i`. :>".:i'iF : p.."zZv „yF,.;{;..'^.'L: l�; TEMPORARY OFFICE p ECIS• O 1 V t DE CIS 1.J J. R�77'• •�V vV ! � ; •z;� .3:>..,L..<,s,;4,' Win:-'.',' r'• CHAT � ..-' PROP O ED CELLAR ,..r. ;� Drawing List 0 1�60 o o Z - A001 Plot Plan PREVIOUSLYREMOVED N .n •� y A002 State Notes z WRAP AROUND PORCH TO o ' A o A003 1 NotesBE REBUILT °EXST.WELL ,� z Genera i v a A 101 Foundation Plan and Details A102 Floor Plans .r. ,. A103 Attic and Roof Plans i CA j?r A 104 Elevations z A105 Elevations NJ sz gc�� Ex$�'� �x J 110 `� x of 0 Energy Compliance Statement ' ° To the best of my knowledge, belief, and professional judgement, these places °03 '� 4 and/ors specifications are in compliance with the 2018 I.E.C.0 & 2020 s �� 2 EXST.RCA DRivEWAY Ed p pkn N.Y.S.E.C.C. N EXISTING p `� MOBILE HOME ,� 00 . 2 co v w Design Criteria __, �, '� 00 There plans are designed in accordance with the codes listed below. These plans _.a •� shall be used as a guide in conjunction with these codes and manuals. Where `� •4 a Z b there is a discrepancy between the plans and code, the code shall supersede. JLO Building Code of Ncw York State (2020) \�` Residential Code of New York State (2020) �\ g• 9 . Existing Building; Code of New York State (2020) o� .p 49 63 A, Plumbing Code of New York State " . (2020) � � � w � 9 Mechanical Code of New York State (2020) o o Energy Conservation Construction Code of New York State (2020) o Fire Code of New York State (2020) .-� gip', g�. Drg• x o Mechanical Code of New York State 2020 00 o Fuel Gas Code of New York State (2020) J � I °O r° 9 Property Maintenance Code of New York State (2020) EXST.WELL 0 a Wind Speed (3 Sec. Gust): 130 M.P.H. �� ,/ Q' a A t f �J � Exposur��uo;z B � ' 0 spadd jo pa-eoe o tructure Type: Enclosed ` `,./ ♦ S / ' x �ZOZ 00 Table R.3 01 .2 (1) Climactic and Geographic Design Criteria ti Wind Design • mic Subject to Damage From Ice Barrier 3 Ground Snow � Seismic Design ,� g Winter Design Air Freezing, Mean Annual Load Speed(MPH) Topographic Special Wind Windbozne Debris Category Weathering Frost Depth Termite Temp. UnRderuyy�ent Flood Hazards Index Temp. 9 Effects Region Zone q 'o. 20 psf 130 No No 1 Mile from Coast B Severe B.O.F. 3' Moderate to Heavy See Below Yes See FIRM Map Call Plans 51°F p / Examiner Office /'' o Manual J Design Criteria PLOT PLAN 7 Elevation Latitude Winter Heating Summer Cooling Altitude Factor Indoor Design Temperature Design Temperature Cooling Heating Temperature SCALE: i/t5•=r `` Difference � 108 FT 410 N 15°F 86°F 1.00 70° F 75 OF 55°F N Cooling Temperature Difference Wind Velocity Heating Wind Velocity Cooling Coincident Wet Bulb Daily Range Winter Humidity Summer Humidity --- AN H °F 15 MPH 7.5 MPH 72°F Medium(M) 40% 32 gr @ 50%RH. 3 A v0 - - --- - . f � . F _�" 6 ) l k 2020-RESIDENTIAL CODE OF NEW YORK STATE SECTION 314-SMOKE ALARMS R317.13 GEOGRAPHICAL AREA N1103.3.2 SEALING(MANDATORY) E3901.3.1 OTHER OUTLETS PROHIBITED Exception:A receptacle outlet shall not be required for the servicing of R314.2 WHERE REQUIRED In geographical areas where experience has demonstrated a specific need, Ducts,air handlers and filter boxes shall be sealed.Joints and seams shall The two or more small-appliance branch circuits specified in Section E39013 evaporative coolers. SECTION R303-LIGHT,'VENTILATION,AND HEATING approved naturally durable or pressure-preservative-treated wood shall be comply with either the International Mechanical Code or Section M1601.4.1 of this shall serve no other outlets. R303.4 MECHANICAL VENTILATION Smoke alarms shall be provided in accordance with this section. used for those portions of wood members that form the structural supports of code,as applicable. Exceptions:R3142.1 NEW CONSTRUCTION eP Where the air infiltration rate of a dwelling unit is 5 air exchanges per hour or less buildings,balconies,porches or similar permanent building appurtenances Exceptions: where tested with a blower door at a pressure of 0.2 inch W.C.in accordance with Smoke alarms shall be provided in dwelling units. , when those members are exposed to the weather without adequate protection 1. A receptacle installed solely for the electrical supply to and support of an Section N1102.4.1.2,the dwelling unit shall be provided with a whole-house R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS from a roof;eave,overhang or other covering that would prevent moisture or 1. Air-permeable spray foam products shall be permitted to be applied without electric clock in any rooms specified in Section E3901.3 joint seals. mechanical ventilation in accordance with Section M1505.4. water accumulation on the surface or at joints between members.Depending additional� 2.Receptacles installed to provide power for supplemental equipment and Existing dwellings undergoing repair,alteration,change of occupancy, on local experience,such members may include: 2.For ducts having a static pressure classification of less than 2 inches of water lighting on gas-fired ranges,ovens,and counter-mounted cooking units. I R303.7 INTERIOR STAIRWAY ILLUMINATION addition or relocation shall be provided with smoke alarms as required by - Interior stairways shall be provided with an artificial light source to illuminate the Appendix J. I. Horizontal members such as girders,joists and decking. column,additional closure systems shall not be required for continuously landings treads.The light source shall a ti able of t sourcet o treads and 2.Vertical members such as posts,poles and columns. welded joints and seams,and locking-type joints and seams of other than the gP g R31423 ATTACHED GARAGES P 'P snap-lock and button-types. E390132 LIMITATIONS landings to levels of not less than 1 foot-candle as measured at the center of treads 3.Both horizontal and vertical members. Receptacles installed in a kitchen to serve countertop surfaces shall be supplied- and landings.There shall be a wall switch at each floor level to control the light Heat detection rated for ambient outdoor temperatures shall be installed in N110332.1 SEALED AIR HANDLER eP P PP new garages that are attached to or located within new and existing dwellings. by not less than two small-appliance branch circuits,either or both of which source where the stairway has six or more risers. Air handlers shall have a manufacturers designation for an air leakage of no shall also be permitted to supply receptacle outlets in the same kitchen and in Heat detection shall be installed in a central location and in accordance with SECTION 905-REQUIREMENTS FOR ROOF COVERING P PP Y R303.10 REQUIRED HEATING the manufacturers instructions. Pe PP more than 2 percent of the design air flow rate when tested in accordance other rooms specified in Section E39013.Additional small-appliance branch Where the winter design temperature in Table R3012(1)is below 60 degrees F, R3143 LOCATION R905.1 ROOF COVERING APPLICATION with ASHRAE 193. circuits shall be permitted to supply receptacle outlets in the kitchen and other every dwelling unit shall be provided with heating facilities capable of maintaining a Roof coverings shall be applied in accordance with the applicable provisions of this I NI 103.3.3 DUCT TESTING(MANDATORY) I rooms specified in Section E3901.3.A small-appliance branch circuit shall not room temperature of not less than 68 degrees F at a point 3 feet above the floor and 2 Smoke alarms shall be installed in the following locations: I section and the manufacturer's installation instructions.Unless otherwise specified in Ducts shall be pressure tested to determine air leakage by one of the following serve more than one kitchen. feet from exterior walls in habitable rooms at the design temperature.The installation 1. In each sleeping room. this section,roof coverings shall be installed to resist the component and cladding methods: E3901 A COUNTERTOP AND WORK SURFACE RECEPTACLES of one or more portable space heaters shall not be used to achieve compliance with ' loads specified in Table R301.2(2),adjusted for height and exposure in accordance 2.Outside each separate sleeping area in the immediate vicinity of the with Table R301.2 3 I- Rough-In Test:Total leakage shall be measured with a pressure differential In kitchens.Pantries,breakfast rooms,dining rooms and similar areas of the dweeling this section. ( )bedrooms. of 0.1 inch w.g.across the system,including the manufacturer's air handler unites,receptacle outlets for countertop spaces shall be installed in accordance with R9052 ASPHALT SHINGLES enclosure if installed at the time of the test.All registers shall be to d or Section E3941.4.1 through' 3.On each additional story of the dwelling,including basements and habitablePe ugh E3901 A.5 c attics and not including crawls aces and uninhabitable attics.In dwellings or The installation of asphalt shingles shall comply with the provisions of this section. otherwise sealed during the test. SECTION R306-ACCES. AND SERVICE SPACE g P g E3901.4.1 WALL COUNTERTOP SPACE R306.1 ACCESS dwelling units with split levels and without an intervening door between the R9052.5 FASTENERS 2.Postconstruction Test:Total leakage shall be measured with pressure A receptacle outlet shall be installed at each wall countertop space 12 inches or co adjacent levels,a smoke alarm installed on the upper level shall suffice for Fasteners for asphalt shingles shall be galvanized steel,aluminum,or copper differential 0.1 inch w.g.across the entire system,including the wider.Receptacle outlets shall be installed so that no point along the wall line is Z Appliances,control devices,heat exchangers and HVAC system components that the adjacent lower level provided that the lower level is less than one full roofing nails,minimum 12-gage shank with a minimum 3/8 inch diameter head, manufacturer's air handler enclosure.Registers shall be taped or otherwise more than 24 inches,measured horizontally from a receptacle outlet in that utilize energy shall be accessible for inspection,service,repair and replacement story below the upper level. complying with ASTM F 1667,of a length to penetrate through the roofing sealed during the test. space Cn . without disabling the function of a fire-resistant-rated assembly or removing 4.Smoke alarms shall be installed not less than 3 feet horizontallyfrom the door materials and not less than%inch into the roof sheathing.Where the roof Exception:A duct air leakage test shall not be re g p ag required where the ducts and permanent construction other appliances,venting systems or any other piping or , Exception:Receptacle outlets shall not be required on a wall directly 00 or opening of a bathroom that contains a bathtub or shower unless this would sheathing is less than/.Hach thick,the fasteners shall penetrate through the air handlers are located entirely within the building envelope. a ducts not connected to the appliance being inspected,serviced repaired or replaced. behind a range counter-mounted cooking unit or sink in the installation ' prevent placement of a smoke alarm required by Section R3143. sheathing. ' A level working space not less than 30 inches deep and the height of the appliance, N11033A DUCT LEAKAGE(PRESCRIPTIVE) described in Figure E3901.4.I. 1/1 •C but not less than 30 inches,ispresent at the front or service side of the appliance with R3143.1 INSTALLATION NEAR COOKING APPLIANCES R9052.6 ATTACHMENT The total leakage of the ducts vvi where measured in accordance with Section E3901.42 ISLAND COUNTERTOP SPACES, O A the door open. Smoke alarms shall not be installed in the following locations unless this Asphalt shingles shall have a minimum number of fasteners required by the N1103.3.3,shall be as follows: R306.2 APPLIANCES IN ROOMS would prevent placement of a smoke alarm in a location required by Section manufacturer,but not less than four fasteners per strip shingle or two fasteners At least one receptacle outlet shall be installed each island countertop space Z I. Rough-in Test:The total leakage shall be less than or equal to 4 cubic feet per with a long dimension of 24 inches or greater and a short dimension of 12 R3143. per individual shingle.Where the roof slope exceeds 21 units vertical in 12 units It Rooms containing appliances shall be provided with a door and an unobstructed minute per 100 square feet of conddioned floor area where the air handler is inches or greater. horizontal(21:12) shingles shall be installed as required by the manufacturer. 5 5 ;�' passageway measuring not less than 36 inches wide and 80 inches high 1. Ionization smoke alarms shall not be installed less than 20 feet horizontally installed at the time of the test.Where the air handler is not installed at the E3901 A.3 PENINSULAR COUNTERTOP SPACES 0 Exception:Within a dwelling unit,appliances installed in a compartment, from a permanently installed cooking appliance. SECTION R406-FOUNDATION WATERPROOFING AND DAMP PROOFING time of the test,the total air leakageshall be less than or equal to 3 cubic feet - - W 2.Ionization smoke alarms with an alarm-silencing switch shall not be installed R406.1 CONCRETE AND MASONRY FOUNDATION DANTPROOFING per minute per 100 square feet of conditioned area. At least one receptacle outlet shall in installed at each peninsular countertop /� alcove,basement or similar,.pace shall be accessed by an opening or door and an g space with a long dimension of 24 inches or greater and a short dimension of 12 �-��t'��L MAP O unobstructed passageway measuring not less than 24 inches wide and large enough to less than 10 feet horizontally from a permanently installed cooking appliance. Except where required by Section R4062 to be waterproofed,foundation walls that 2.Postconstruction Test:Total air leakage shall be less than or equal to 4 cubic inches or greater.A peninsular countertop it measured from the connecting �;" I I ^ 0 allow removal of the largest appliance in the space provided that a level service space 3.Photelectric smoke alarms shall not be installed less than 6 feet horizontally retain earth and enclose interior spaces and floors below grade shall be dampproofed feet per minute per 100 square feet of conditioned floor area. edge. REVIEWED W E D Y Z BA A g not less than 30 inches deep and the height of the appliance,but not less than 30 from a permanently installed cooking appliance. from the higher of(a)the top of the footing or(b)6 inches below the basement floor, NI 1033 DECYSIOICI# 530a-�.5 BUILDING CAVITIES(MANDATORY) E3901.4.4 SEPARATE SPACES inches,is present at the front or service side of the appliance with the door open. R314.4 INTERCONNECTION to the finished grade.Masonry walls shall have not less than 3/8 inch Portland DATED: � '� .� Building framing cavities shall not be used as ducts or plenums. Countertop spaces separated b range tops,refrigerators,or sinks shall be- cement parging applied to the exterior of the wall.The parging shall be dampproofed P P eP Y g P � Where more than one smoke alarm is required to be installed within an individual in accordance with one of the following: NI 103.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY) considered as separate countertop spaces in applying the requirements of SECTION R310-EMERGENCY ESCAPE AND RESCUE OPENINGS dwelling unit in accordance with Section R3143,the alarm device shall be Sections E3901.4.1 E3901.42 and E3901.43.Where a range qt mot• interconnected in such a manner that the actuation of one alarm will activate all of the 1. Bituminous Coating Mechanical system piping capable of carrying fluids above 105 degrees F or below N N R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED counter-mounted cooking unit,or sink is installed in an island or peninsular 0 0 alarms in the individual dwelling unit.Physical interconnection of smoke alarms shall 2.Three pounds square and of acrylic modified cement. 55 degrees F shall be insulated to a minimum of R 3. N N Basements,habitable attics and every sleeping room shall have not less than one g Y P � q Y �' countertop and the depth of the countertop behind the range,counter-mounted d .� not be required where listed wireless alarms are installed and all alarms sound upon N1103.4.1 PROTECTION OF PIPING INSULATION coo unit,or sink is less than 12 inches the range,counter-mounted cooking 0 0 '-" 1 i operable emergency escape laid rescue opening.Where basements contain one or 3.One-eighth-inch coat of surface bonding cement complying with ASTM C. >; ' g ' g kn en 0 activation of one alarm. unit,or sink has divided the countertop space into two separate countertop, o a more sleeping rooms,an emergency escape and rescue opening shall open directly 887. Piping insulation exposed to the weather shall be protected from damage, P P P P ,C, a) t Z into a public way,or to a yard or court that opens to a public way-See code section Exception:Smoke alarms and alarms installed to satisfy R314.4.1 shall not be including that caused by sunlight,moisture,equipment maintenance and wind,and spaces as defined in Section E3901.4.4.Each separate countertop space shall C% N .0 •� CA 4.Any material permitted for waterproofing in Section R4062. E I Q for exceptions. required to be interconnected to existing smoke alarms where such smoke shall provide shielding from solar radiation that can cause degradation of the comply with the applicable requirements of this section. Q) ) 0 alarms are not interconnected or where such new smoke alarm or alarm is not 5. Other approved methods or materials. material.Adhesive tape shall not be permitted. E3901.4.5 RECEPTACLE OUTLET LOCATION U z � M Z R3 Emergency MINIMUM OPENING op AREA capable of being interconnected to the existing smoke alarms. Exception:Parging of unit masonry walls is not required where a material is N1103.5 SERVICE HOT WATER SYSTEMS Emer en and escape a rescue opening shall have a net clear opening of not less than Receptacle outlets shall be located not more than 20 inches above the •-� •� g P P g P g R315.5 COMBINATION ALARMS approved for direct application to the masonry. countertop.Receptacle outlet assemblies installed in countertops shall be listed V •-" k k w 9 5.7 square feet.The net clear dimensions required by this section shall be obtained by Energy conservation measures for service hot water systems shall be in accordance P P P the normal operation of the emergency escape and rescue opening from the inside. Combination smoke and carbon monoxide alarms shall be permitted to be used in Concrete walls shall be dampproofed by applying any one of the listed with Sections N1103.5.1 through N 1103.5.4. for the application.Receptacle outlets shall not be installed in a face-up position 40;40 w The net clear height opening shall be not less than 24'inches and the net clear width lieu of smoke alarms. dampproofng materials or any one of the waterproofing materials listed in " N1103.5.1 HEATED WATER CIRCULATION AND TEMPERATURE in the work surfaces or countertops.Receptacle outlets rendered not readily •r-+1 @p Section R4062 to the exterior of the wall. accessible b lances fastened in lace,a Iliance es sinks or ran et s shall be not less than 20 inches-See code section for exceptions. MAINTENANCE SYSTEMS Y� P P g� g °p �(MANDATORY) O R31022 WINDOW SILL HEIGHTR4062 as addressed in Section E3901.4.1,or appliances occupying dedicated space V CONCRETE AND MASONRY FOUNDATION WATERPROOFING Heated water circulation systems shall be in accordance with Section shall be considered as these required outlets. � 8 SECTION 315-CARBON MONOXIDE ALARMS * Nor In areas where a high-water table or other severe soil-water conditions are known to R1103.5.1.1.Heat trace temperature maintenance systems shall be in accordance Z � 0 Where s window n provided as the emergency escape and rescue opening,it shall R3152 WHERE REQUIRED exist,exterior foundation walls that retain earth and enclose interiors aces and floors with Section R1103.5.1.2.Automatic controls,temperature sensors and pumps shall Exception:Receptacle outlets shall be permitted to be mounted not more `fit, M -{ have a sill height not more than 44 inches above the floor;where the sill height is P P P P than 12 inches below the countertop in construction designed for the r-� t below grade,is shall be provided with a window well in accordance with Section Carbon Monoxide Detectors shall be provided in accordance with Section 915 of the below grade shall be waterproofed from the higher of(a)the top of the footing or(b) be accessible.Manual controls shall be readily accessible. impaired and for the island and peninsular countertops where Q) Fire Code of New York State. 6 inches below the top of the basement floor,to the finished grade.Walls shall be physically P P P � a •', 19 u,. FIRE CODE Section 915.3.1 waterproofed in accordance with one of the following: the countertop is flat across the entire surface and there are no means to .i oo < 0 � "'. ti s 0 SECTION E3901-RECEPTACLE OUTLETS mount a receptacle within 20 inches above the countertop,such asin an 'a) "; W R3102.5 REPLACEMENT WINDOWS d. Carbon Monoxide detection shall be installed in residential buildings and 1. Two-ply hot mopped felts. overhead cabinet.Receptacles mounted below the countertop in accordance rT � 0, _, Re lacement windows instal led in buildin s meetin the sco a of this code shall be g p p g sleeping E3901.1 GENERAL l+i 0 S,1 ' P g g P commercial buildin sin all rooms,occu tables aces dwellin units slee in areas 2.Fifty-five-pound roll roofing. with this exception shall not be located where the countertop extends more v�i 0 �J exempt from the maximum-sill height requirements of Section R310.1 and Sections and sleeping units that contain a fuel-burning appliance. Outlets for receptacles rated at 125 volts, 15-and 20-amperes shall be provided in than 6 inches beyond its support base. fA ' R3102.1 and R31022,provided the replacement window meets the following 3.Six-mil polyvinyl chloride. � P reP g accordance with Sections E39012 through E3901.11.Receptacle outlets required by E3901.5 APPLIANCE RECEPTACLE OUTLETS as conditions: Exception: 4.Six-mil polyethylene. this section shall be in addition to any receptacle that is: r--r `n LY P g riy-mil polymer-modified asphalt. 1. Part of a luminaixe or appliance; Appliance receptacle outlets installed for specific appliances such as laundry Q . d 1. There replacement window is the manufacturer's largest standard size window 5.Fo (U that will fit within the existing frame or existing rough opening.The 1.In sleeping areas and sleeping unr its where a fuel-burning appliance is equipment,shall be installed within 6 feet of the intended location of the rri 00 = located in an attached bedroom,atilt 6.Sixty-mil flexible polymer cement. 2.Located within cabinets or cupboards; appliance. '"" °) •rU � 44 replacement window of the same operating style as the existing window or a utility room,closet,or space,a carbon aPP style that provides far an equal or greater opening area then the existing monoxide detector shall be installed in a central or otherwise approved 7.One-eighth-inch cement based,fiber-reinforced,waterproof coating. 3.Controlled by a wall switch in accordance with Section E39032,Exception 1; E3901.6 BATHROOM M ed window. location in the sleeping area or sleeping unit. 8.Sixty-mil solvent-free liquid-applied s thetic rubber. or Z O 2.In dwelling units and sleeping units where afuel-burning appliance is At least one wall receptacle outlet shall be installed in bathrooms and such � X 2.The replacement window is not part of a change of occupancy, located ilia a kitchen or kitchenette,a carbon monoxide detector shall be Exception:Organic-solvent-based products such as hydrocarbons, 4.Located over 5.5 feet above the floor. outlet shall be located within 36 inches of the outside edge of each lavatory Cd , a R310.5 DWELLING ADDITIONS installed outside the sleeping areas and within 10 feet of the entrance to the chlorinated hydrocarbons,ketones and esters shall not be used for ICF walls Permanently installed electric baseboard heaters equipped with factory-installed basin.The receptacle outlet shall be located on a wall or partition that is oA sleeping areas. with expanded polystyrene form material.Use of plastic roofing cements, receptacle outlets,outlets provided as a separate assembly by the baseboard adjacent to the lavatory basin location,located on the countertop,or installed on Where dwelling additions occur that contain sleeping rooms, emergency escape acrylic coatings,latex coatings,mortars and pargings to seal ICF walls is . manufacturer shall be permitted as required outlets or outlets for the wall space the side or face of the basin cabinet.The receptacle shall be located not more . 10and rescue opening shall be provided in each new sleeping r000 m.Where dwelling permitted.Cold-settinghalt or hot asphalt shall conform to Type C of utilized b such permanentlyinstalled heaters.Such receptacle outlets shall not be than 12 inches below the top of the basin. N additions occur that have basements,an emergency escape and rescue opening shall SECTION R317-PROTECTION OF WOOD AND WOOD-BASED ASTM D 449.Hot halt shall be lied at a temperature of less then 200 connected to the heater circuits. 210.52 P 14 be provided in the new basement. PRODUCTS AGAINST DECAY applied P ( ) Receptacle outlets shall not be installed in the face-up position in the work degrees F. E39012 GENERAL surfaces or countertops in a bathroom basin location.Receptacle outlet Exceptions: R317.1 LOCATION REQUIRED : All joints in membrane waterproofing shall be lapped and sealed with an assemblies installed in countertops shall be listed for the application. ri 1. An emergency escape and rescue opening is not required in a new basement Protection of wood and wood-based products from decay shall be provided in the In every kitchen,family room,dining room,living room,parlor,library,den,sun g Y P P g q Pr adhesive compatible with the membrane. E3901.7 OUTDOOR OUTLETS r` •;, that contains a sleepiing room with an emergency escape and rescue opening. following locations by the use of naturally durable wood or wood that is room,bedroom,recreation room,or similar room or area of dwelling units,receptacle � 0 preservative-treated in accordance with AWPA Ul. outlets shal be installed.in accordance with the general provisions specified in Not less than one receptacle outlet that is readily accessible from grade level and 9 r-i A 2.An emergency escape and rescue opening is not required in a new basement Sections E3901.2.1 through E3901.2.3(See figure E39012) located not more than 6 fee 6 inches above de shall be installed outdoors at F�-� V__4 Q i where there is an emergency escape and rescue opening in an existing 1. Wood Joists or the bottom of wood structural floor when closer then 18 SECTION N1103-SYSTEMS t, gm , 9 basement that is accessible from the new basement. inches or wood girders when closer than 12 inches to the exposed ground or NI 103.1 CONTROLS(MANDATORY) E39012.1 SPACING the front and back of each dwelling unit having direct access to grade level. rn Balconies,decks,and porches that are accessible from inside of the dwelling 0 0 crawlspaces or unexcavated area located within the periphery of the building At least one thermostat shall be provided for each separate heating and cooling Receptacles shall be installed so that no point measured horizontally along floor unit shall have at least one receptacle outlet installed within the perimeter of the O r. foundation. system. line of any wall space is more than 6 feet from a receptacle outlet. �i I. 0 SECTION R311-MEANS OF EGRESS Y balcony,deck,or porch.The receptacle shall be located not more than 6 feet,6 O � 'l~ 2.Wood framing members that rest on concrete or masonry exterior foundation E3901.22 WALL SPACE inches above the balcony,deck,or porch surface. _4 O R311.1 MEANS OF EGRESS NI 103.I.1 PROGRAMMABLE THERMOSTAT Y� Po Z O x walls and are less than 8 inches from the exposed ground As used in this section,a wall space shall include the following: E3901.8 LAUNDRY AREAS = o Dwellings shall be provided with a means of a es3 in accordance with this section. The thermostat controlling the primary heating or cooling system of the O �, W P 3.Sills and sleepers on a concrete or masonry slab that is in direct contact with e) odwelling unit shall be capable of controlling the heating and cooling system on a 1- Any space that is 2 feet or more in width,including space measured around Not less than one receptacle outlet shall be installed in areas designated for the . O � .0 o The means of egress shall provide a continuous and unobstructed path of vertical and the ground unless separated from such slab by an impervious moisture barrier. daily schedule to maintain different temperature set points at different times of corners,and that is unbroken along the floor line by doorways and similar installation of laundry equipment 00 0 horizontal egress travel from all portions of the dwelling to the required egress door 4.The ends of wood girders entering exterior masonry or concrete walls having the day.This thermostat shall include the capability to set back or temporarily openings,fire laces and fixed cabinets. Z 0 without requiring travel through a garage.The required egress door shall open g g g Y P ty P Y fireplaces, E3901.9 BASEMENTS GARAGES AND ACCESSORY BUILDINGS qt clearances of less than%z inch on tops,sides and ends. operate the system to maintain zone temperatures down to 55 degrees F or up to +� N directly into a public way or to a yard or court that opens to a public way. 2.The space occupied by fixed panels in exterior walls excluding sliding Not less than one receptacle � 85 degrees F.The thermostat shall initially be programmed by the manufacturer cep le outlet,in addition to any provided for specific ci R31 I.7.5 STAIR TREADS.AND RISERS 5.Wood siding,sheathing and wall framing on the exterior of a building having panels. •o O . a clearance of less than 6 inches from the ground or less than 2 inches with a heating temperature set point no higher than 70 degrees F and a cooling equipment,shall be installed in each separate unfinished portion of a basement, 14 R311.7.5.1 RISERS temperature set point no lower than 78 degrees F. 3.The space created by fixed room dividers such as railings and freestanding in each attached garage,and in each detached garage or accessory building that 4 A u, measured vertically from concrete steps,porch slabs,patio slabs and similar bar-type counters. is provided with electrical power.The branch circuit supplyingthe receptacle(s) 0 P P 0 The riser height shall be not more than 8'/.inches.The riser shall be measured horizontal surfaces exposed to the weather. N1103.1.2 HEAT PUMP SPPLEMENTARY • E390123 FLOOR RECEPTACLES in a garage shall not supply outlets outside of the garage and not less than one vertically between leading edges and adjacent treads.The greatest riser height Heat pumps having supplementary electric-resistance heat shall have controls o 6.Wood structural members supporting moisture permeable floors or roofs that P P g PPY receptacle outlet shall be installed for each motor vehicle space. x within any flight of stairs shall not exceed the smallest by more than 3/8 inch. are exposed to the weather,such as concrete or masonry slabs,unless that,except during defrost,prevent supplemental heat operation when the heat Receptacle outlets in floors shall not be counted as part of the required number of rece tacle outlets exce t where located within 18 inches of the wall. E3901.10 HALLWAYS o Risers shall be vertical or sloped from the underside of the nosing of the tread separated from such floors or roofs by"an impervious moisture barrier. Pump compressor can meet the heating load. P P ono above at an angle not more than 30 degrees from the vertical.Open risers shall g P g Y NI 1032 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK E39012.4 COUNTERTOP RECEPTACLES Hallways of 10 feet or more in length shall have at least one receptacle outlet. m 7.Wood furrin stri s or other wood framin members attached direct) to the The hall length shall be considered the length measured along the centerline of to be permitted provided that the openings located more than 30 inches,as rA .� measured vertically,to the floor or grade below do not permit the passage of a 4 interior of exterior masonry walls or concrete walls below grade except where Hot water boilers that supply heat to the building through one-or two-pipe heating Receptacles installed for countertop surfaces as specified in Section E3901.4 the hall without passing through a doorway. inch diameter sphere. an approved vapor retarder is applied between the wall and the furring strips systems shall have an outdoor setback control that lowers the boiler water shall not be considered as the receptacles required by Section E3901.2. E390I.11 FOYERS W F_q N 9 or framing members. temperature based on the outdoor temperature. Exceptions: O ,� R317.1.1 FIELD TREATMENT N11033 DUCTS Foyers that are not part of a hallway in accordance with Section E3901.10 and , 1. The opening between adjacent treads is not limited on spiral stairs. E39013 SMALL APPLIANCE RECEPTACLES that have an area that is greater than 60 square feet shall have a receptacle(s) Field-cut ends,notches,and drilled holes of preservative-treated wood shall Ducts and air handlers shall be in accordance with Sections NI 103.3.1 and In the kitchen,pantry,breakfast room,dining room,or similar area of a dwelling unit, located in each wall that is 3 feet or more in width.Doorways,door-side . ) Z (= 00" R311.7.10.1. N11033.5 two or more 20-ampere small-appliance branch circuits required by Section E37032, windows that extend to the floor,and similar openings shall not be considered as W R317.12 GROUND CONTACT NI 103.3.1 INSULATION(PRESCRIPTIVE) shall serve all wall and floor receptacle outlets covered by Sections E39012 and wall space. �-{ I C:) W R311.7.5.2'TREADS All wood in contact with the ground,embedded in concrete in direct contact E3901.4 and those receptacle outlets provided for refrigeration appliances. E3901.12 HVAC OUTLET The tread de nth.shall be:not less than 9 inches.The tread depth shall be g d' Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 A< , - P P with the ground or embedded in concrete exposed to the weather that supports inches in diameter and Exceptions: A 125-vol single hale 15-or 20-ampere-rated receptacle outlet shall be ,� greater and R 6 where less than 3 inches in diameter. measured horizontally between the vertical planes of the foremost projection of permanent structures intended for human occupancy shall be approved t' g P P adjacent treads and at a right an le to the tread's leading edge.The greatest tread P P �' Supply and return ducts in other portions of the building shall be insulated to a 1. In addition to the required receptacles specified by Sections E3901.1 and installed at an accessible Ixation for the servicing of heating,air-conditioning 3g g t bn pressure-preservative-treated wood suitable for ground use,except that minimum of R-6 where 3 inches in diameter or greater and R-4.2 where less E39012,switched receptacles supplied from a general-purpose branch circuit and refrigeration equipment.The receptacle shall not be located on the same F-4 Un-� depth within any flight of stair shall not exceed the smallest by more than 3/8 untreated wood used entire) below groundwater level or continuous) o Y Y than 3 inches in diameter. as defined in Section E39032,Exception 1 shall be permitted, level and within 25 feet of the heating,air-conditioning and refrigeration •b Z inch. submerged in fresh water shall not be required to be Exception:Ducts or portions thereof located completely inside the building 2.The receptacle outlet for refri eration appliances shall be permitted to be equipment.The receptacle outlet shall not be connected to the load side of the S a P pressure-preservative-treated. g pp HVAC e g � V thermal envelope. supplied from an individual branch circuit rated at 15 amperes or greater. equipment disconrimtin means. A I I = -- ' _ :. - - :.:.° :-; �'"'"'� , =;,_;.. ....:::::-._:.:: GENERAL NOTES ::::-�.- "_::_ .:.�:::_........__ ... `_`-"_--..-•-_.: .-_.....-._---"_`��4� .........� m _�.._ ....._.:_�_: .. .` .. __. CARPENTRY NOTES Tab R403 Table N 1102 4 1 1 Air Barrier and Insulation Installation ;I- a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL - Minimum CODES. a. ALL WOOD SILLS,BLOCKING,NAILERS,ETC.IN CONTACT WITH Minimum Width and Thickness of Concrete Footings for Light g g Component Air Barrier Criteria Insulation Installation Criteria �'' 'd Y MASONRY,CONCRETE,OR SOIL To BE A.C.Q.(TREATED). Frame Construction ' - .�- - 'lh sj ud1 b. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR •.. :'G'� ".•d... .'C..:�Ji '...1-.5""f..,r._ .% _...i:rt`-'..•r. �.,,i..n �„ d A continuous air hall ` '-,> CONTRACTORS AREA RESPONSIBLE FOR E METAL TERMITE SHIELD AND SILL SEALER AT ALL SILL ter s b installed in the :- •-T:::..:::.:: ::::�::_..:-�:::;-,---=_.__-.-.-_..._....... �::: } .a: ::..::.:::::" ::::: ::.: ::::::..:__- ::�_:_:.:.� ildingenvelope. veope permeable t b PROVIDE TE s 30 psf Snow Load Load Bearing Value(PSF) bu' a exterior ern, en , .� ' SUCH REQUIREMENTS. PLATES. General contains a continuous air barrier.Breaks in joints in Air 1 a insulation shall no be used as a - S=,Q; ?°': € Tk 'de 1 1,500 2,000 2,500 3,000 Requirements sealing material. :: t i tea: 1 . ` c the air barrier shall be sealed. COTM4 •.: 3 L+€l�l •� :� � ;" .... c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY. c. ALL NAILS,BOLTS,JOIST HANGERS AND FRAMING CONNECTORS IN " „ „ „ „ „ „ „ f*. 1 Story- Slab on Grade 12 x 6 12 x 6 12 x 6 12 x 6 ` OR ANY FIELD SUPERVISION ffi; . ER BE GALVANIZED. DIPPED- : 'y ,rr l_w. • d ARCHITECT HAS NOT BEEN RETAINED F VIS - e 1 Story with Crawlspace 13" x 6" 12" x 6" 12"x 6" 12" x 6" The air barrier in any droppedceiling/soffit shall be ;,'* - ; " , ,.�: �"� ,N- OR INSPECTION UNDER THIS CONTRACT insole t hall b lT d ALL LUMBER TO BE DOUG-FIR#2 WITH Fb 875 OR APPROVED EQUAL ,� „ „ „ �, �� „ „ aligned with the insulation and any gaps Theinsulation in any dropped ceiling/soffit e e. ALL NOTED DIMENSIONS TO TAKE PRIORITY OVER SCALED e. ALL SHEATHING TO BE VP CDX PLYWOOD,SECURED WITH 6d NAILS 1 Story-plus basement 19 x 6 14 X 6 12 X 6 12 X 6 Ceiling/Attic in the barrier sealed.Access openings,drop down aligned with the air barrier. .' �� - DIMENSIONS.ANY DISCREPANCIES ON DRAWINGS ARE TO BE AT 6"ON CENTER TO INTERIOR AND INTERMEDIATE BLOCKING. 2 Story- Slab on Grade 12"X 6" 12"X 6" 12" X 6" 12" X 6" stairs or knee wall doors to unconditioned •• .„ ... a :< __�: ...:_... -.••_. " attics ace shall be sealed !�t' i ,v�- P: „ , _, -� BROUGHT TO THE ARCHITECTS ATTENTION IMI\�DIATELY. f ALL SUBFLOORS TO BE 3/4"PLYWOOD SECURED WITH EXPANDING 2 Sto with Crawls ace 17" x6" 13"x6" 12" x6" 12" x 6" p 15 t ^" ..` ", . `... - f DESIGN IN COMPLIANCE WITH 2O20 BCNY , 020 RCNY , CM 2020. -S 2 S WF CONSTRUCTION ADHESIVE AND NAILS AT 6"ON CENTER ++ +, ,+ ►+ ++ „ ++ .. Cavities within corn rs and headers of e walls °•'' <� JOISTS,BEAMS,AND STUDS TO BE 3 /2" to pus basement „ x " „x ++ 4„ x 6„ 12„ x +, completely filling Cavity e MINIMUM BEARING FOR JOI shall be insulated by :..",� : = g' 3 Story- Slab on Grade 15 x 6 12 x 6 12 x 6 12 x 6 The junction of the foundation and sill plate shall be f ,,�; '.::•v.g. .,. �. + :: ELECTRICAL NOTES UNLESS OTHERWISE NOTED. havin a thermal resistance of R-3 r inch a -P� �: ,4.�<�,.-; .- _ n n ++ +, n n ++ n walls sealed.The junction of the top plate and the top of minimum Exterior thermal envelope insulation for G:_ ,,�; 1 wL ' ' COMPLY TO THE NATIONAL ELECTRICAL BRIDGING AT MIXIMUM 8'-0"SPA exterior walls s Knee walls s 3 Story with Crawlspace 20 x 6 15 x 6 12 x 6 12 x 6 thehall be sealed hall th W : :__._:.. _.._.....: . _. SPACING IN ALL " n n n n ++ ++ be sealed. a framed ells shall b lied in substantial . . a h PROVIDE SOLID BRIDG w e costa tatt 4; . I, -<I : u; .. ".. , CODE AND UTILITY COMPANY. FLOOR CONSTRUCTION. - contact and continuous alignment with the air Story plus basement 26' x 6 20 x 6 16 x 6 12 x 6 tin _.. barrier. ,_ , _. ;z ,._ :k _:.,.. b. CONVENIENCE OUTLETS TO BE 18 ABOVE FINISHED FLOOR UNLESS i. INSTALL 2 x 6 COLLAR TIES AT 32"ON CENTER AT ALL ROOFS :. t w '"_ �'� OTHERWISE NOTED. UNLESS OTHERWISE NOTED.TOP OF COLALR TIE TO BE SET IN UPPER Table Windows, " M _-... ,,._ .. - ,�:r: `..= . . - EN THE BOTTOM OF RIDGE ble R401.4.1 The space between window/door jambs and framing .• ,...< ., 'a�,, THE AND THE kyhghts,and , .. .�f ��„ s,` I 'A- •:.. c. PROVIDE GROUND FAULT INTERRUPTER CIRCUITS AS REQUIRED BY _ i 1 Doors skylight and framing shall be sealed FINAL A A 1/3 OF THE DISTANCE BETWE C DE. TOP OF THE CEILING JOISTS. PreSUmptiVe Load bearing Values of Foundation Mater a S and `, ` ,tom STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED OR Class of Material Load Bearing Pressure(PSF) Rim Joists Rim joists shall include the air barrier Rim joists shall be insulated. R V 1 � V � Z g►A �"` d. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH-IN CONNECTIONS J -- - - NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. FOR HEATING AND AIR CONDITIONING COMPONENTS AS REQUIRED. Crystalline Bedrock 12,000 D E I S .CJ IV # I . ...'�' • - "•je: Q > Floor framing cavity insulation shall be installed to CUTS,BORINGS AND NOTCHES IN ENGINEERED WOOD MEMBERS ARE maintain rnianent contact with the underside of D A E ' _ 7 ,_: e. PROVIDE MAINTENANCE CLEARANCE AS REQUIRED AROUND TO BE LOCATED AS LOCATED AS PER THE MANUFACTURER Sedimentary and Foliated Rock 4,000 Pe ter: 1.. �- -•... •" • ••" .... 1. W. •-•__ subfloor deckin or floor framin cavi ins •o il* _ Floors(Including insulation CIIZCUIT BOX,BOILER,ETC. SPECIFICATIONS. Sandy gravel and/or gravel 3,000 above Garage and g' g cavity 01 • 4 ; #�; .; e� , �_-.; *q�q a air barrier shall be installed at any exposed edge shall be permitted to be in contact with the top side Z -_. . r ..l;_ _ _.+ f AT LEAST ONE WALL SWITCHED CONTROLLED LIGHTING OUTLET k• STUD DRILLING AND NOTCHING TO BE IN ACCORDANCE WITH ( ) cantilevered g,or continuous insulation installed �' a*,'!001`; �- .--- I "'� SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR of insulation. .:...- . :. an P ) of the sheathing, >:- I ;' t Jam__ 'f..... . --16';? -. San sil san cla a san 2 000 the the underside he t floor o all perimeter floor framing;and nGO -u "..=. :• ' l;,.",.; r'jai , � CH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL FIGURE R602.6. "t .' . ,� .>." ,.. . sIDE of EA d, tY d, Y Y P Pe ' framing `"'"' I ' ' -7 .••,_ EGRESS. I. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE silty gravel and clayey gravel members. t~ •" .5: W_'tf`rXV,' -,W . • ATTENTION OF THE ARCHITECT BEFORE CHANGES ARE MADE TO THE � o >t.t:::- .;: :> fir. SW, SP, SM, SC, GM and GC ` N. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER ( } E Exposed earth in unvented crawl s aces shall be ., ? ' , ° � g STRUCTURE ON SITE. xP P Where rovided instead of floor insulation Q. P k. Crawlspace walls covered with a Class I vapor retarder with insulation shall be permanently attached to E� v :.. 1 - ;tII- , E-y TRADES m.SOLID POST UNDER FULL WIDTH OF GIRDER AT EACH END. Clay, sandy clay, silty clay, 1,500 (b) overlapping joints taped. Crawlspace walls. CA n. SOLID POST DOWN TO FOUNDATION OR GIRDER clayey silt,silt and sandy silt Shafts, Duct shafts,utility penetrations,and flue shafts Z A ,. it -'" - ;,, F:' ? :: :..._. . . .. � v. ._. - -.,_..• •• ,•.. _. ... ......... . - ;.' " _ -. .t.:Y�.... ... .....,...-•... PLUMBIN NOTES CI,, ML,MI3, an Penetrations n exterior o unconditioned shall 1.11, I _- =I'' - ~==" =- r 4 s =n""' a. PLUMBING WORK TO CONFORM TO STATE AND LOCAL CODES. o• ALL HEADERS TO BE(2)2 x 10 UNLESS OTHERWISE NOTED. r sealed. d CH) opening to d space be ztt ` � `�" —, . ALL LAMINATED GIRDERS TO BE 2.0E GP LVL OR APPROVED EQUAL. a)When Soil tests are required by Section R401.1 the allowable bearingcapacities of the soil Batts in narrow cavities shall be cut to fit,or narrow �? b. PROVIDE SHUTOFF VALVES ON ALL SUPPLY LINES AT ALL p Q p ;1 0", 1k 1 5< ;.:, shall be part of the recommendations. Narrow Cavities cavities shall be filled by insulation on installation FIXTURES. q. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. readily conforms to the available cavity space. fl. n C. INSULATE ALL SUPPLY LINES. r. FIRE BLOCKING TO BE INSTALLED AS PER R302.11 AND R602.8 b)Where in-place soils with allowable bearing capacity of less then 1,500 psf are likely to be W q G C SCOPE present at the site,the allowable bearing capacity shall be determined be a soils investigation Garage Separation Air sealing shall be provided between the garage f 7 :. : a' '_ - d. PROVIDE FROST-PROOF HOSE B113S AS PER PLAN WHEREVER FRAMING CAVITIES ARE EXPOSED AS PART OF THE pr p b e e ?` a "- Y: kt TWO PER and conditioned spaces. E' ,...., ;r.. ..:_,:�.. �-•..:. €� "ai�1�"�' 3 �"";: e RESIDENCE. OF WORK. .. " - c� • ;,- " .. Recessed fight s Recess stalled A = '* �' - ' ' e. PIPING PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES ARE TO Table R402 2 Recessed Lighting fixtures installed the building Recessed light fixtures in m the building ?' "" " - ,.: �- COMPLY WITH thermal envelope a sealed e drywall. thermal envelope s au an ri:<;� '_: �...- th al lope shall b al d to the dryw ll th 1 lope hall be ' tight d IC rated ,. : .; :3";; . . + G� 5 <ae„ ; . � TH 2O20 BCNYS SECTION 714. ROOFING/SIDING NOTES ,... ; � Minimum Specified Compressive Strength of Concrete �� }.,,. �: g _: ° = ) `' f PIPE PENETRATIONS THOUGH FOUNDATION WALL ARE TO BE a ROOF COVERING MATERIALS ARE TO COMPLY WITH 2O15 IRC Batt insulation shall be cut neatly to fir amend "'' .."' "- �"i& Minimum Specified Compressive Strength wiring and plumbing in exterior walls,or insulation COVERED WITH A SLEEVE TWO PIPE SIZES BIGGER THEN THE PIPE CHAPTER 9. Type or Locations of Concrete Plumbing and that on installation readily conforms to available d' Weathering Potential wiring N N III .,,,:"; COnStI•tlCtiori space shall extend behind piping and wiring . O O qT ' PASSING THROUGH IT. b. ASPHALT SHINGLE UNDERLAYMENT TO COMPLY WITH R905.2.3. w. g. CLOTHES DRYER EXHAUST TO BE INSTALLED AS PER SECTION SELF-SEALING STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2.4 Ne li ible Moderate Severe N N s �rotm14. - " - , M1502-DRYER TO HAVE AN INDEPENDENT VENT TO OUTSIDE AIR AND AND R905.2.5.FOR ROOF SLOPES BETWEEN 2/12 AND 4/12,DOUBLE p i T Basement walls, foundations and The air barrier installed at exterior walls adjacent to M "' - ` 1 �_ INSTALLED AS PER MANUFACTURER SPECIFICATIONS. UNDERLAYMENT IS REQUIRED. J o Shower/Tub on Exterior walls ad acent to showers and tubs shall be v� .: w, �.:-,� , ; F showers and tubs shall separate them from the p :+ �.+ other conrete not exposed to 2,500 2,500 2,500 (c) Exterior Wall showers atubs. insulated .� . Z • � '''""`' c. FOR ALL ROOF SLOPES,INSTALL AN ICE AND WATER SHIELD OF N CA weather F. d . `- -- SITE NOTES TWO LAYERS OF UNERLAYMENT CEMENTED TOGETHER OR A 1M;t 01*I"!)' ' " SELF-ADHESIVE POLYMER MODIFIED BITUMEN SHEET,TO EXTEND A Basement slabs and interior slabs H. a, •.J ;_t C - # e dal �° ' I* a. PITCH GRADE AWAY FROM BUILDING. Electrical/Phone The air barrier shall be installed behind electrical or �"i � � � � M 0 ;- ,",, P .F Q MINIMUM OF 24 IN FROM LINE OF EXTERIOR WALL. on grade except garage floor 2 500 2 500 2 500 (C) Box on Exterior communication boxes or air-sealed boxes shall be �? + z I b. PROVIDE DRY WELLS AS REQUIRED. ' ' ' ' Wall installed , -.-t ���� d. ALL FLASHING TO BE CORROSION RESITANT. slabs 0 '• ', c. ALL TREES WITHIN FIFTEEN FEET TO BE PROTECTED AS REQUIRED. 1 "" ' " " ' - ` f" Q e. HOUSE WRAP MATERIAL OR BUILDING FELT AND TTS INSTALLATION HVAC Register.f� N N . ` "„� Basement walls f ' -_. . d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION PROCESS SHALL , foundations and g HVAC register boots that penetrate the building w TO BE IN ACCORDANCE WITH R703.2. Boob envelope shall be sealed to the subfloor or drywall. �--t ' �??s:k BE REPLACED AS REQUIRED. othr vertical concrete work : �vt. *e, I_ =I`' f. WEATHER RESISTANT SIDING ATTACHMENT MINIMUM 2,500 3,000 (d) 3,000 (d) �y ' T AND =�€ ~ I s= jY = -;? . .=_�£ e. ALL CURBS,SIDEWALKS,ETC.DAMAGED DURING CONSTRUCTION exposed to weather 0 o I 1,,, ; When required to be sealed,concealed fire v.: .................... _._._.........-.,..........,. - ...__. _.._..__...-.... THICKNESS TO COMELY WITH R703 4 be sealed in a manner that is TO BE REPLACED AS REQUIRED Concealed sprinklers shall only .� N • ,{ .r "' " ' "� e. CONCEALED RAFTER SPACE ABOVE INSTULATION TO BE VENTED Porches, carport slabs and steps S lers recommended by the manufacturer.Caulking or Z �,� 2{O `- '?". 1 f. ALL NEW FORK TO CONFORM TO THE REQUIREMENTS FOR AN TO EXTERIOR. ex osed to the weather 3,000 3,500 ` they adhesive sealants shall not be used to fill voids :. : .tC4o- ,,a, P , and 2 500 ADDITION UNDER SECTION AJ501 AND AJ601 ' (d)(e)(fj (d)(e)(f) between fre sprinkler cover plates and walls or floor slabs - --c g. INSTALL STEP FLASHING WHERE ROOFING MEETS WALL. garage ceilings. t _ ; ,- ``scrod . t. 'fir%et >1:;: " ,. . d ie , . O 3'�: h. INSTALL FLASHING AT ALL GABLE VALLEYS(LAYOVER VALLEYSU. : - ?.." t T= EXCAVATION NOTES a)Strength at 28 days psi. ^, 1. -11- AND TRUE VALLEYS). o � +� a ' „ a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND b)See Table R301.2(1)for weathering potential. d�IPA° Q . .... . M ;tea, GRADES DOWN TO SPECIFIED LEVELS. VALLEY AND HIP CONNECTIONS FRAMING CONNECTORS AT ALL TRUE Table R3 01.2.1.3 w o �10" i INSTALL GALVANIZED . .. . . . 1. r . ... .. ' " : .• MATERIAL FOR d thawing g construction b ALL UNEEDED MATERIAL AND UNEXAPTABLE MA c)Concrete in these locations that may subject to freezing an in during co Equivalent Basic Wind Speeds �L $p. shall be air-entrained concrete in accordance with Footnote d. ; ? : _'Jttd iidc:t � b4� +ci . • BACKFILL TO BE LEGALLY REMOVED FROM SITE. M �+ IN 12"LIFT ND O o INSULATION NOTES Second Gust 85 95 100 105 110 120 125 130 140 145 150 160 170 �-+ S A C MPACTED TO 95/o d Concrete shall be air-entrained.Total air content(percent b volume of concrete shall not be C. _... ``��`;x: ,.,,, "M t fir' O ACKFILL SHALL BE PLACED ) (p Y ) O € �, • . -" v,�_.- f..: F MODIFIED PROCTOR DENS Fastest Mile 71 76 85 90 95 1041109111411231128113311421152 . ITY. a ALL EXTERIOR WALLS,ROOFS,AND FLOORS OVER UNCONDITIONED less then 5 percent or more then 7 percent , _ ` + V i. «�. . to y SPACES SHALL BE INSUALTED.ALL INSULATION TO BE FIBERGLASS W ,,:- ..• i • ' . , ;ti t . v„'';"--: •" . . ' BATT WITH PAPER FACE UNLESS OTHERWISE NOTED.PAPER FACE TO e)See section R402.2 for maximum cementitious materials content. •V-4 oo �; _ rr { � --rcREINFORCING NOTES BE INSTALLED ON WARM SIDE OF CAVITY.CARE SHOULD BE TAKEN Table R301.2.2.2.1 0 -- ' '. : °�" " ; ' '" , l " a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN TO NOT TEAR VAPOR BARRIER f)For a floors with a steel trowel finish,reduction of the total air content(percent b g Y Weight of Materials .6 .t> <: . Y •�_, '` lt1 '• o . "''`" J volume)to not Less then 3 percent is permitted if the specified compressive strength of the - ' -,` '° DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING b ACO USTICAL INSULATION TO BE PROVIDED AS NOTED. concrete is increased to not less then 4,000 psi. ►-� Z .....- •:.1.:":< TO ASTM A 615 GRADE 60 HAVING A DESIGN STRENGTH OF 60,000 psi. Structural Member Dead Load(PSF) ,.T�R=V c. PROVIDE PERIMETER INSULATION AT FOUNDATION WALLS AS 3 •, Y: dtatr - b. TYPICAL COVER FOR ALL REINFORCING BARS TO BE THREE 3 • -o _ v�a��eMrsr� -, � -ANoTyPtr = _ at .x :• INCHES FOR BARS PLACED AGAINST EARTH AND TWO(2)INCHES FOR d INSTALL T E frame cold-formed NOTED Exterior light e woo was 15 N -.-_ -u_ ' -- --•_- _-_,.. .-. , _•• : . BARS PLACED AGAINST FORMS,UNLESS OTHERWISE NOTED. TAL BAFFLES A AREAS OF CATHEDRAL CEILING TO ALLOW t e co - orme { L Exterior l d 14 .; •..•. ... .. .... . -1 � , - ._ ,� .�,:� VENTING. steel walls �i :% r S w '' C. ALL SPLICES TO BE FORTY(40)BAR DIAMETERS MINIMUM. ,- - sW . s >' r frame wood walls 10 .� - _ Y '" d. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST Interior light •-• :' .' �y :: .=a:.: STAIR/RAILING NOTES Table R301.7 Jp,g ��.• MOVEMENT DURING CONCRETE PLACEMENT. Interior light frame cold-formed //��� a. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH Allowable Deflection of Structural Members steel walls p� ' ' "'K r". 4- ^ CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS Structural Member Allowable Deflections 8" Thick masonry walls 80 ...., A "'' CONCRETE NO -�"_ . ;. TES c� °;' .����� •';-�V ..: �,'.' a ALL CONCRETE TO BE 3,500 psi AT 28 DAYS UNLESS OTHERWISE TO BE 3'-0"IN HE _ AS PER R3117 8 '"�-' � NOTED. b. RAILINGS HEIGHT AND HAVE A TYPE 1 HANDRAIL AS Rafters having slopes greater masonry 6" Thick mas walls 85 3 s :_: R31 then 3/12 with no finished ceiling L/180 SIP Walls 10 p , �; - � ia4 Aa_ '...:.: PER 2.1.2. = ' , b• AIR-ENTRAINED. ALL MEANS O EGRES attached to rafters o �: • • ; ... • :• -- _• ,••, ALL EXPOSED CONCRETE TO BE c. F S,STAIRWAYS AND RAILINGS MUST Exceptions: .• 4-: ' c. TOP OF EXTERIOR FOOTING TO BE MINIMUM 3'-0"BELOW GRADE, CONFORM TO R311 AND R312. 1)Roof/Ceiling dead loads not exceeding 25 psf shall not be permitted provided the wall O � o it ;;g�`-1%' _..K..;"..-:; : l , UNLESS OTHERWISE NOTED. Interior Walls and Partitions H/180 bracing amounts in Section R602.10.3 are increased in accordance with Table R602.10.3(4) �j O x - I� ." ,,ti d. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, Floors L/360 O If3 A 5. , UNDISTURBED SOIL. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON ENCLOSED O Ici .�-� s-� O _ .. u. A : >; .11, " ' ";-'�' `t ;; d ALL FOOTINGS TO REST ON 2)Light-frame walls with stone or masonry veneer shall be permitted in accordance with the 00 `� "'° e. STEP FOOTINGS AS REQUIRED.IUTAXIMUM STEP FOOTINGS SHALL BE SIDE WITH%INCH GYPSUM BOARD AS PER R302.7. Ceilings with brittle finishes L/360 � x � � Y Ceilings with flexible finishes provisions of Section R702.1 and R703. O CHANGE. TO TWO HORIZONTALLY WHERE ELEVATIONS r Z c = "' , g s es L/240 p U1 ..; .. N iosR�t' 9 ; «' All other Structural Members L/240 3)Fireplaces and Chimneys shall be permitted in accordance with Chapte 10. : ;::. U 0 �..., - R " • i . • " 1 = _ PROVIDE Exterior Walls-wind loads(a) ,o f FORMS TO REMAIN IN PLACE A MINIMUM OF THREE DAYS 3 <�� i .wi�... H/360 S FOR 9 :,:: :`" `. SLABSAND WAL EKSON GRADE A OR KEYED T AND FO SPACiNG�IN BOTH FASTENER SPACING PER PANEL SPAN with Plaster or Stucco Finish Table R301.5 a A ,...,. • 0 a P •a_�*r, +0i0 ,,tee; ;Ak ,ft* -' " "" DIRECTIONS. 2020 IRC R301.2.1.2 FASTENER TYPE <4 4 <6 6 <8 Exterior walls-wind loads(a) 24 Uniformly D1 Loads (PSF) o _,, sir " " a m Un Distributed Live with brittle finishes mu Use 1 0 Live Load Lo Dead Load R301.4 WINDBORNE DEBRIS 0 Minimum "'--- h. PROVIDE SLEEVES IN FOUNDATION WALL/FOOTING FOR ELECTRIC, ;L', �`" �^ �# �`� -� ' ' PLUMBING HVAC ETC. PROTECTION FASTENING #8 SCREWS I6" 01- .; : .•''.:W .: : T i SCHEDULE 10 8 Exterior walls-wind loads(a) Uninhabitable attics without storage(b) 10 ..--____.__--. ............._-... ... ._. . :_...._. t t ,s ; 1' �I s y �, i. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF with flexible finishes H/120 (d) Uninhabitable attic with limited storage I ` " '� HORIZONTAL JOINTS SHALL BE PLACED IN WALLS. 20 v, :-.-.--:.-:...:,::::,:-_:::.:::,,. ,�,.. . _ .. THE WOOD STRUCTURAL PANEL.FASTENERS SHALL BE ,. dt " . +; :W== ;-' ' ;": WOOD STRUCTURAL Lintels supporting masonry The actual weights j. ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURAL LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE L/600 }(g} s~ �to ° �` � :;it.l�il l i PANELS WITH A PP g ' gh yt_•. - FINISH AND SCORING AS PER PLANS AND SPECIFICATIONS. THICKNESS OF PANEL. Habitable Attics and attics served with 30 of materials and veneer walls i '' f< - 11 7/16 AND MAXIMUM NOTE: L=span length H=span height fixed stairs construction shall O :;, .:I . �,;,".:..-.;..:. -• :1 :.��� ,t 1� . � k. NO CONCRETE OR MASONRY WORK SHALL BE PERFORMED IN C.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR - t SPAN OF 8'-0"(ONE/TWO a)The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads Balconies exterior and decks a 40 be used for z r _:..: °err : �'" `' , 1. } TEMPERATURES BELOW ao DEGREES F.NO CONCRETE SHALL BE CAST WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT ( } O -'...- _- A,�� a, .�. -• . STORY APPLICATIONS the purpose of the determining the deflection limits herein. determining dead ` . , ;•�� ON FROZEN SURFACES. ) LESS THAN 2 INCHES INTO THE BUILDING FRAME. ," I r.- . . -, ,. t .. Fire Escapes 40 (=) load. la t53 + � ;; aatr r�t ,;c NEED TO BE PRE-CUT, " d with �-i M.-,. ,: - :. :.::= :::..::::: = .i : .. :-.._-...........,_-"... __.-..-..""...._.. ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN BE LOCATED NOT LESS THAN FROM r ¢' :f" d + THE EDGE OF CONCRETE b)For cantilevered members,L shalt be taken as twice the length of the cantilever. Guards and Handrails d 200 .-- w _......_ -.-.- 1 NO ADDI LABELED AND FASTENERS SHALL o .tx . ..,: �' ,fir + BLOCK OR CONCRETE , ; PERMISSION FORM THE ARCHITECT Consideration for (= .:, -,.: _ ;__` ATTACHMENT c For aluminum structural members or panels used in roofs or walls of sunroom additions and Guard in-fill components 50 the dead load of �' • °'` , ;: M T-... ,^ + m. PROVIDE MINIMUM(2)#4 REBAR IN FOOTINGS,UNLESS OTHERWISE HARDWARE PROVIDED ) P P (� (h} °� 9 - Y,:•. . 1 'w �. . Wur. .. N D.PANELS ATTACHED TO MASONRY/STUCCO SHALL BE patio covers,not supporting edge of glass or sandwich panels,the total load deflection shall not . r + Ion ATTACHED USING VIBRATION RESISTANT ANCHORS exceed L/60.For sandwich panels used in roof or walls of sunroom additions or patio covers, Passenger vehicle garages(a) 50(a) .. ••._' ' •-•-•." _ "' ;+ �?",i ": -" " n. PROVIDE MINIMUM 2"x 4"KEY BETWEEN FOOTING AND HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT the total load deflection shall not exceed L/120. Rooms other than sleeping rooms 40 equipment. 0 Pas fixed "� I '? '' fit; GLASS OPENINGS P g FOUNDATION WALL. LESS THAN 1 500 POUNDS. -"', l�—i GREATER THAN 8'-0"TO ' Sleeping Rooms 30 '" - 4 i �'� � BE HURRICANE d)Deflection for exterior walls with interior gypsum board finish shall be limited to an . :: #�, = ; o. CRAWLSPACE VENTS TO BE LOCATED WITHIN 3-0 OF EACH bA C '' -': ::� CORNER OF THE BUII,DING. ". o �,k ,, i RESISTANT allowable deflection of H/180. ta1rS 40 C .� T Z :, i (a)(b)(cxexf)(g)(h)see 2015 IRC Section 301.5 A v U t 4 : :5 .... �:y : :` `i =>s: h � .. Refer to Section R703.8.2 p. ALL FOUNDATION WALLS AT BASEMENTS TO BE WATERPROOFED, e)R ;! A __ - i r 12'-2" ------, ------ EXST.BALLOON ` I ;:;,`• FRAME STRUCTURE I 4 I ,-4Y2„ UP ATTIC t 7Z2 -------..._-------J �`= I---- (2)2X8 I __.— — ------ ——— rA A101 I I 01 I A101 c EXST.b NEW R-09 BATT ( ( EXST.3 x 8 JOISTS 24"o.c. I I BEDROOM DRESSING INSULATION i I I N I •• ( FLOOR/WA.LL TRANSSTALL FIRE ITION T ROOM ( I T-6 g" ——-1 7'-10 g„ r._ —-1 7,�g" ! ( I I ( I ( ( I AT ALL STUD BAYS h q I I NEW R-21 BATT FIN L A I I I 1 I L—1—J INSULATION AT ( i 13.5"STEEL LALLY t i I PERIMETER OF FLOOR REV E RY �A I I I COLUMN ON 30"x 30" ! ;�. I _ N$W R-15 BATT CA C I T 0 \l _ < I = x 15"3,500 PSI CONC. I z D T W FOOTING w/(4)#4 1 00 I I �' INSULATION AT WALL O q REBAR EACH q N I c`�v ,o EXST. THROUGHOUT j I a DIRECTION a I I BEDROOM D ROOM G NEW R-30 BATT o N I I _ 1:4�, (.. _. EXST.STAIRCAS i .i. I INSULATION , N I ( TO BE REBUILT I W v I I ( UNFINISHED JOISTS TO REMAIN O A ( I a l BASEMENT l a ` I T_J Lam' UP I ' GRADE ( � GRADE I I 7,-678 7'-5g" I I c I (( UNFINISHED I ( NEW 1"RIGID ' r- ——————— --I I BASEMENT I I I INSULATION(R-10)AT A I NEW FOUNDATION WALL 4 x 4 CONC.POST FOOTING(TYP) — — --— ( ( (2 It"x 9,J"LVL(DR6PPED) I _ I ! N CA A.C. .STRINGER — —— — I 2 x 6 A.C.Q. I IT-2" I ;_ ( O O A.C.Q. - --- - - -- I I I I I N CA (�) -------P�A�€exl� ------------J ( t I I I �.,� _ 10 I z FRESH AIR INTAKE ——— ————--—————_._.— BEAM POCKET � AND EXHAUST FOR I :" — —— „ — ) 15'-0 I I ° NEWBOII.ER 17-2 .N.I CROSS SECTION o t I NATURAL GAS FIRED ( I I I SCALE: 1/4" r ti z DIRECT VENT BOILER � _ w/HOT WATER A V I III II STORAGE TANK01 STAGGER FASTENERS I II 2 x 8 A.C.Q.RAFTER JOISTS @ 24'o.c. I -< t ~ x 8 A.C. .RAFTERS IN 2 ROWS � 16"o.c. I I U o @ inI oo C I t @ 16"O.C. N t I t ' ;, 5.5„min for 2 x 8* *Distance shall be permitted to be �j z .�c H Ua I d� ® 6.5 min.for 2 x 10 P a1, 0 ( I I C-? I 7.5"min.for 2 x 12 reduced to 4.5"if lag screws are I 6 �t ,• ! w O �t I i'.• t �I I � used or bolt spacing is reduced to � o� � k� . � = I U I v x I that of lag screws to attach 2 x 8 0o a 2 I I I :•, I �, le a U. II ICE I „ r, I ao �t K I t I M 1 2 min• ledgers to 2 x 8 band Joists. v � � ° I po ( BRICK LEDGE I t� i LAG SCREW LEDGER II M I 32'-2 AT CHRVINEY "' ! I 16"x IG PORCH PIER- OR BOLT F�-•1 I II - ( . I ;: I SEE DETAIL It - ------------ ___-- I-... ---- I I . •S - - - --`---- - ( LEDGER BOLT LAYOUTCd vQQ : . + ::•. :,..:•: ::�',�. ..+ :r ., •:.. I t SCALE:N.T.S. 0 1� 00 "�3)�x s w 22'-7" N 5,-6„ 5'-5Y2„en 00 -7 1 I SIMPSON STRONG-TIE CS20 COIL.STRAP- a Z I v L U U3 ( I v ` I WRAPPED UNDER SILL PLATE-MIN. 12" I .I � `�' d P. % ONTO STUD SURFACE 3 vl Iv � FINISHED FLOOR N (3)2 x 8 A.C.Q. )2 x 8 A.C.Q. '�^ ' (3)2 x 8 A.C.Q. (3)2 x 8 A.C. L (3)2 x 8 A.C.Q. - -�--- — EXST.FLOOR JOISTS 11 " 8'_03�" 8,-033 8,-03�" 8,_033 8,-Og" 8,_03�„ 1' ._._TOP OF FOUNDATION 00 ADJACENT GRADE TOP PLATE(SEE DETAIL) �•-a A' FOUNDATION PLAN a SCALE: i/4"=l' METAL TNEW ERMITE)RMITE SHIELD wL SILL SEAL . o p J'ANCHOR BOLTS w/3"SQUARE WASHER- ' MIN. 15"EMBEDMENT(SPACING TO CODE) II O 36„RM LIN O 10"CONC.(3,500 PSI)FOUNDATION 0'-10" r 0 1 WALL 00 gJ ppg GYtAp�i AWAY FR00 OM]r""O(3I3DATION I( II II RUB-R-WALL WATERPROOFING o a I C MEMBRANE(OR EQUAL) Z I� b, 5, Z c`Tv MD 8"CONC.(3,500 PSI)FOUNDATION WALL o • CRADLE TOP PLATE #4 HORIZONTAL REBAR I� BFIMSr RUB-R WALL WATERPROOFING II 0�8"- 09_9„ () I CONTINUOUS @ 24"o.c. 3.5"STEEL LALLY COLUMN •o O #4 VERTICAL REBAR ( ; A a MEMBRANE(OR EQUAL) � L � � @ 24 o.c.- v HOOK VERTICAL REINFORCEMENT } INTO FOOTING REINFORCEMENT o #4 HORIZONTAL REBAR �_��. �I � j ii pp n n j a ' CONTINUOUS @ 24"o.c. --_ I— �- 32 x8 x 5 x1 TOP PLATE 4"CONC.(3,500 PSI)SLAB w/6 x 6 WWF BOTTOM PLATE(SEE DETAIL) „ t #4 VERTICAL REBAR @ 24"o.c.- m 0-10 a O HOOK VERTICAL REINFORCEMENT — —' I _ . .,v II �" WI TH (4) j LAG BOLTS 2"TUFF-R RIGID INSULATION ON 6 MIL o -- I it I I 2 VAPOR BARRIER ON 4"GRAVEL BASE 36"x 36"x 18"FOOTING w/(5)#5 REBAR � INTO FOOTING REINFORCEMENT •�� �—" �= � EACH DIRECTION I I I K} INTO HEADER 4"CONC.(3,500 PSI)SLAB w/#4 R'EBAR @ 16" ,•i __ I I " . CONTINOUS CANT.STRIP o z ' o.c.GRID ON 4 GRAVEL BASE-SLOPE I{I�-7- (( I I I-- I I-- I I—)I�� I TOWARDS DRAIN I i-I I_ ICI I I I 'I ;i I E�f - I�� b 0 CONTINOUS(.ANT.STRIPI ! I I� I DRAIN • o0 .� - >. I I- -1 I I=1 =1 :I I I 1=!I - p:�� _ -- I I--► BOTTOM PLATE DETAIL 4"PERFORATED DRAIN PIPE WRAPPED w/FILTER 21_0" • -� �• _ I ��E" I ( I I I I� I�-- • • FABRIC-SURROUND w/GRAVEL 2'-6„ --. "� ii i� j ii (3)#5 REBAR IN FOOTING(CONTINUOUS) 4 , �t , I�I 11 8 x8 x BOTT „ a� 4"PERFORATED DRAIN PIPE WRAPPED w/ I q~, iI (fI I I I I -��I I Imo__. I t 4 OM PLATE wl#3 STIRRUPS @ 48 o.c. a FILTER FABRIC -I I I I I� -- `) lS. 24 x 8 CONC.(3,500 PSI)FOOTING (3)#5 REBAR IN FOOTING(CONTINUOUS) II I " ` I ' WITH (4) 2" J--BOLTS OR " w/#3 STIRRUPS @ 48"o.c. COMPACTED FII L EXPANSION BOLTS ON UNDISTURBED SOIL H O 24"x 8"CONC.(3,500 PSI)FOOTING �_��ENT STAIR FOUNDATION WALL AND POST DETAIL z ON UNDISTURBED SOILO_t A SCALE: 1/2"-1' N U i � x I I I I I I I I __J I __J I ----------fi----� --------r---_J I 1 EXST.BRICK CHIMNEY AND EXST.BRICK CHIMNEY A,, FIREPLACE TO BE REMOVED- AND FIREPLACE TO BE A a, EXST. FLOOR AND CEILING TO BE - �/ REMOVED DRESSING FILLED IN WITH EQUAL JOISTS ROOM EXST.3 x 8 JOISTS @ 24"ox. EXST. F A MAP P BEDROOM EXST. BEDROOM REVIEWEDEXS BY ZBA ' T. DRESSING DECISIO N l ROOM ZO D A. E D . V EXST. ,, S CLOSET Y 0 O A z EXST. -------------J �5C BATHROOM Y EXST. ' ENTRY E EXST. C B O HALL • - _ A EXST. 11�====- \ \ ' 8,_pn CLOSET I III DN �1v EXST.SUN PORCH TO BE 1 ( N CA o i i i REMOVEDIq kn I I • o o � � III ( 1 Dt1 EXST.3 x 8 JOISTS(a,24=o.. I H a o I N Z Iz (� EXST. EXST. ( I I -�i- --�C I z 1 �) CLOSET MUDROOM I a 1 e H' 10 I z I U I N 2 x 6 RAFTERS lZ I I 1 @ 16"ox. c7 EXST. I S EXST. 1 LIVING t a, BEDROOM c� I • ROOM DOo WOOD BURNING FIREPLACE COVERED 04 00 ao 6 ( 1 v EXST. 1 PO CH w1 d INSERT-TO BE INSTALLED AND t r, I I EXST. N N BEDROOM � �' w A M VENTED AS PER MANUFACTURERMW1131 I I ( � $ I k a+ KITCHEN V aU SPECIFICATIONS I N 5'-611 I I EXST. 8"DIA.DOUBLE WALL, I rW! kn I z - I 1 I CLOSET w INSULATED STAINLESS n 1 g_p t q t 4 x 4 C.Q.POST I c STEEL FLUE I Cd _� 2 x 8 LEDGER-SE BOLTING DETAIL Y i 6"SQ ARE COLUMN ♦ ,,,,.. ;; ''. ♦ CAS G ( "t °�° a� N LL- 1 � -(2-x� � 1 I � 31�,1 I •�-' can `� V N 4'-10" CU I N n I Z O _ - I BOX UT HEADER I ;. 4-0 N =0 1 o `�° o COVERED t°_ ;o`�, TO L WIDTH OF I 1 1 N @) oo PORCH �, -w �--'o0 1 COL TOP i MASONRY WALL CLADDING-INSTALL MIN.22 I a z _ N �, ,,_N GA.ZINC COATED CORRUGATED TIES(MIN j' ! I I WIDE x 6"LONG)@ 16"o.c.VERTICAL AND I 1 1 I HORIZONTAL-TIES TO BE INSTALLED AS I N (2)2 x 8 S2}2 x 8 2 2 x 8 �2�2 x 8 2 2 x 8 �2 x 8 ( MASONRY VENEER IS INSTALLED TO INSURE I `��` ` `�� �� ��` "' PROPER ALIGNMENT W/MORTAR JOINTS oA - A cl TAPERED SLEEPER I FIRST FLOOR PLAN C) SECOND FLOOR PLAN :��o.2s 2con ascALE: tia =i scALE va"=t' 2 x 6 JOISTS @ 16 ox. o MMO x 2 x 8 LEDGER BOX OUT HEADER TO FULL ( I W WIDTH OF COLUMN I I C>00 O .o o (2)2 x 8 A.C.Q. I I I I Z BEAD BOARD CEILING FINISH I I I I N Q a r 6",SQUARE COLUMN ASING ( I PORCH + A 4 x 4 A.C.Q.POST IIII x J"T+G DECKING 0 II 00 LENGTH(L) 2 x 8 A.C.Q.JOISTS @ 16"o.c. I I 2 x 8 A.C.Q. Cn `t (3)2 x 8 A.C.Q. I I LEDGER .� L/3 L/3 Z D/3(MAX) BRICK TO UNDERSIDE OF DECKING �., 8"x 8"CMU BLOCK A ANCHORED TO FOOTING NO DRILLING OR ; Max Notch Max End Max Notch ice, Q Ai NOTCHING PERMITTED Joist Size Max Hole Depth Notch Length A 2 x 4 None None None None o O 0 9 2 x 6 1 1/2 7/8 1 3/8 1 1/2 16"x 16"3,500 PSI CONC. O 2 x 8 2 3/8 1 1/4 17/8 2 3/8 FOOTING@ 3'-0"BELOW l NOTCHING AND DRILLING DETAIL 2x10 3 11/2 23/8 3 GRADE N.T.S. 2 x 12 3 3/4 1 7/8 2 7/8 3 3/4 CROSS SECTION — PORCH z SCALE: 3/8"m i' i i h i r h ------------.r.---- -----------.....-- i � ► I • I ! EXISTING CHIMNEY j r————— ------, Aa1 — I TO BE REMOVED AND ROOF A' ' PATCHED I I I I i - I I I I TN AL M A P I I I I I I i j iREVIEWED By Z 6A I j I z FC S1 N# �O�I I I I I I O AT D: I I I j I 5 0 I I I I I Z A . .A I -----------� w � I i i I i C4 j -------� ---------- ------------------'----..-.. I I I j i I I I I I I I N N I i I I I I N N r-- --------- --Ir— ———————————————————— I I ! INSTALL TAPERED �„ !I SLEEPER RAFTERS Ns , z (D (D d ! I I I I ! I I o ° I I I I =— ! EXST.RIDGE I -0.25r 0.25 I V I ( INSTALL TAPERED I j ( U O SLEEPER RAFTERS t� :y�; II ---------------------- -------- -- --------� °° � ;� ~� rCZ I I ( w TWO LAYER(BASE AND Cd I I I I GRANULATED CAP SHEET) NEW CHIMNEY TO EXTEND I O `� fy I ----------------------- ------ ------� I E" ROLL ROOFING TO BE MIN.T-O"ABOVE ANY v, I I i W INSTALLED AS PER COMBUSTIBLE MATERIAL IN 004 ° MANUFACTURER WITHIN A 10'-0"RADIUS ( U I 3'4 I I a SPECIFICATIONS j M N Cd 4'-0" :., 4 Z I I ---------.--------------------------- ----------------------_.-- -- ti MASONRY WALL CLADDING-INSTALL MIN.22 I a Z . GA.ZINC COATED CORRUGATED TIES(MIN�" I pp ( WIDE x 6"LONG)@ 16"o.c.VERTICAL AND I HORIZONTAL-TIES TO BE INSTALLED AS I MASONRY VENEER IS INSTALLED TO INSURE C4 L— PROPER ALIGNMENT w/MORTAR JOINTS —.__...,------- -- --- -- - -- -- --- - ----- ---- -- -- ------------- ------- - ---- --� ROOF NOTES: -For roof slopes of(2)two units vertical in A ATTIC PLAN ROOF PLAN (12)twelve units horizontal(2:12),up to(4)four units vertical in(12)twelve units horizontal SCALE: t/4 1 (4:12),underlayment shall be(2)two layers cO applied in the following manner:apply a 19-inch ostrip of underlayment parallel and starting at the eaves.starting at the eaves apply 36-inch wide O Oj x sheets of underlayment,overlapping successive � o sheets 19-inches.Distortions in underlayment o shall not interfere with the ability of the shingles O 00 to seal. 00 O c -For roof slopes of(4)four units vertical Z in(12)twelve units horizontal(4:12)or greater, C4 underlayment shall be(1)one layer applied in the r4 following manner.underlayment shall be applied shingle fashion,parallel to and starting from the A eave and lapped 2 inches,distortions in the rh o underlayment shall not interfere with the ability r t of the shingles to seal.End laps shall be 4 inches " A.C.Q. TOP RAIL - JOIST (TYP) and shall be offset by 6 feet. ' ATTACHED w/ #8x2r s,-0"MAXIMM A.C.Q. TOP RAIL - -Provide venting of concealed rafter space. o WOOD SCREWS SPACING ATTACHED w/#8xW WOOD -Provide flashing at all valleys. 000 SCREWS (R905.2.8.2) O ALIGN GUARD POST 2 x 4 A.C.Q. TOP Provide meets side wall,steppe(R905.2gashing where roof line O 2 x 4 A.C.Q. TOP AND AT JOIST LOCATION RAIL -Install all strapping and nailing to code. BOTTOM RAIL ATTACHED WITH 2 x 2 A.C.Q. BALUSTER (2) #8xW WOOD SCREWS sufficientlyy t to h 5" o.c. SPACING -ATTACH -Uo holldd in place. nt shall be fastened Q' EACH WITH (2) #8 WOOD �+ RIM JOIST SCREW (TOP AND BOTTOM) -Provide drip edge at eaves and rake edges 5a 4 x 4 A.C.Q. to Code' POST GUARD POST -Fasteners for asphalt shingles shall be ' (2) J" DIA. THROUGH TITITIF 2 x 4 A.C.Q. BOTTOM RAIL galvanized steel,stainless steel,aluminum or BOLT WITH WASHERS _ copper roofing nails,minimum 12-gage shank a `. (2) J" DIA. THROUGH BOLTS with a minimum W-diameter head,complying 9W/ WASHERS= with ASTM F1667,of a length to penetrate DDTZZ SIMPSON (D STRONG-TIE CONNECTOR DDT22 SIMPSON through the roofing materials and not less than Y4" �--i STRONG-TIE OPENINGS SHALL NOT ALL THE into the roof sheathing.Where the roof sheathing [� o LATERAL SUPPORT' AT GUARD POST CONNECTOR R GUARD RAIL -TYPICAL SPHERE is the sheathing.thick, fasteners shall penetrate - .3 PASSAGE OF A 4" DIAMETER Z U A m s --- - --- ------ ----------- ---- ------------ -- -- ----- — — ———————— —— —————— ————-- I -- - - rL felt L E IE E D By ZBA o ECx r NCI 5 °ATE D: 0 N N °z A ZA 4 w x - A ® ® N N • O O u O `O Mv5A O z d- N FRONT WEST ELEVATION SCALE: 1/4"=1' i i U•� �`, ; Q 00 -- -- ————— ————— ---- - ---- -- --- - - ------ -- ------ 03 1 { 0011 Jill ' Z o fill I FM cd az ' N N N a o C o ►x 4 c - - O 000 piptn Q 0 al Lj z N � � a a A o x 0 000 —� I �j ell O SIDE=1SOUTH ELEVATION 1 E-�+ /411 • g W i -- _--- -- -------- -- ------ - - --------- - - --_._.—.—.------- -------- ---- - - -- ------- ----- -- - - a i q v' TE 00 00 r Qf Lazjj IN N N W •U � a A • ® N N • O O N N O r"+ • O M .--� o C> 'et O z N 0 a; REAR EAST ELEVATION � SCALE: 1/4"=1' � •� CU o Ir w EL PLO kn -- — ———————————————————— —— - - ————————— ---- a- 00 :4.- • 0000 If if 1111 it if if it it 1 Z 'a" z N W CID Lj ----A p wt:$ Z O O .f o O it kn O z NFTTI •O 0 C o • x O O 00 onemwmmmmmmmmmmmi •� � z � SIDE NORTH ELEVATION E-� O SCALE: 1/4"®1' N N SURVEY OF PROPERTY N ��\ AT SOUTHOLD TOWN OF SOUTHOLD o SUFFOLK COUNTY, N. Y. 1000-63-01--09 0) r 0 " �1 L SCALE: 1'--40' co a N/O/F CU6�SM SEPTEMBER 26,2011 o AFRX 14, 2022 gRIGK - Bv �G 7Qd 1E•.N PRO oa'N o � .: �FitaM 7c RS_TAINN3 VIAL, 37•G V� 2 METAL i 5RAI RCA DRIVEWAY O COVER z RO O Uhl-LOCK CURB_ CO";C. OCCOVER O� ALUMINI WALL UM ualG1NGS `• g STEPS OVER CONK. O e��ELEC METER SLABS 4'X 11' \ o UPOLE GUYMRE CONK Og O cV �tH b a �1 '0 CONK. `7 5 5' O COVE? P � x ' O �t3► ••. 1 {31 p COXIC �4 2a, / '� 7► s COVER 2 STY- FR. TEMPORARY HOUSE OFFICE TRAHM �i3•E 20X a Z4 S CONC 24.6 X • ►'�• 4 'QQ�• 13,�' 9.1' � , UPOLE N u 's !I - FE.COR. 0 1 -4•9' UPOLE 0.7'N.. O °zr O.S'E.--":. ,CE *10 WELL KEY ` — REBAR RR MON. o & = WELL UPOLE • A = STAKE = -TEST HOLE �1 Y= PIPE 2 = MONUMENT = WETLAND FLAG = UTILITY POLE AREA= 41,537 SOFT. glow or 0.954 ACRES t�, rzae BUILDING DISTRICT.• LI � ;{ ; r .s LIC. No. 051132-0 ANY AL7ERA77ON OR ADD17701V TO THIS SURVEY IS A WOLAAON N.YS LIC. NO. 4961, OF SECTION 7209OF 7HE NEW YORK STATE EDUCA770M LAW. EYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIWSION 2. ALL CERTIFICATIONS ` 6 " l 020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF Q9 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR A VELER STREET WHOSE SIGNA7URE APPEARS HEREON. SOUTHOLD, N.Y. 11971 Z-1"-� TOWN OF SOUTHOLD BUILDING DEPARTMENT MAY 12 2025 SOUTHOLD,N.Y. Zoning Board of Appeals NOTICE OF DISAPPROVAL DATE: February 27, 2025 RENEWED: May 9,2025 TO: Roland Grant 800 Hortons Lane Southold,NY 11971 Please take notice that your application dated January 13, 2025: For permit: to construct a new foundation and covered front porch to an existing single- family dwelling at: Location of property: 800 Hortons Lane, Southold,NY County Tax Map No. 1000 - Section 63 Block 1 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming conforming 41,537 sq. ft. lot in the LI District, is not permitted pursuant to Article XXIII, Section 280-123, which states; "a nonconforming building containing a nonconforming use shall not be enlarged, or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use.,, Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: tile,Z.B.A. Received &W4 9 20,9. Fee:$ Filed By: Assignment No. Zoning Boara of Appeals APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. b00 Street 1ka6"S "VIC Hamlet Spulk old SCTM 1000 Section Block I Lot(s)_ 9_—Lot Size% !�Y) Zone L1 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED t-Y 1:1 w-Z 0 Z!�'BASED ON SURVEY/SITE PLAN DATED y-- 11%A-7X7Z- Owner(s): U G v" — (,Oyc'° Mailing Address: � Te phone: �y� ` �l�`� Fax: Email: � �iy+ni' � OIU�. �c NOTE:In addition to the above,please complete below If application is signed by applicant's attorney,agent, architect,builder,contract vendee, etc.and name of person ho agent represents: . 1 y � del I V` '2Z d N)L for Owner Other: Name of Representative. - ( ) Address: �y� 9�yti d , 11® Telephone: l5 I- Fax: ) )A Email E?oe r�cLk,rwl- $lease check to speclfy who you wish correspondence to be o:tUed to,from the above names: ()o Applicaut/Owner(s), ( )Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 1��� ��- and DENIED AN APPLICATION DATED Z- nz IOR: (�Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy O Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Dv not quote the code} _Article. � III Section• '�Y,l 3 Subsection• Type of ppeal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. ( A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal has, { has not been made at antime-with respect to this property, UNDER Appeal No(s). Year(s)• .(Please be sure to research before completing this question or call our ice for assistance) Name of Owner: ZBA File# ' Received MAY 1 REASONS FOR APPEAL: Zoning B,, 1 -An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted because:The house structure has existed for over 100 years.The surrounding neighborhood was built after this house was in place.The variance is requested to repair and restore the existing building to an occupiable status and ensure the public's safety.This structure is the essence of the neighborhood,the surrounding buildings have created the altered look. 2—The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue other than an area variance, because:The variance is specific to this particular building.There is no new construction occurring,the proposed work is for repair and restoration back to the original historic structure that existed over 100 years ago. 3—The amount of relief requested is not substantial because:Negligible because the proposed repair and restoration is not quantifiable in relation to the code.Th is no change to the original I( pre-1957)of coverage or setbacks. 4—The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because:The house structure has existed for over 100 years.The surrounding neighborhood was built after this house was in place.The variance is requested to repair and restore the existing building to an occupiable status and will definitely be an improvement to the neighborhoods environment. 5—Has the alleged difficulty been self-created? { }Yes {X}No Why: The Zoning laws implemented have created the need for this variance.The residential structure has existed for over 100 years and maintaining its status for occupancy was never an issue prior to the zoning laws. Arether any Covenants or Restrictions on this land? { X}No { }Yes (furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. 0 Sworn to before me this day of 20 � Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Notary Public THOMASJ.McCARTHY Notaiy Public,State of Nevi York Suffolk County-No.5004790 Commission :;.;:esNoimmbar23, act 1 APPLICANT'S PROJECT DESCRIPTION ,\l (For ZAA Reference) Received Applicant: "�-�U`, ,A GA Date Prepared: Y.12 �025 L For Demolition of Existing Building Areas �® Please describe areas being removed: © �� ®®azd of A� ppeals •`Uti`�' s '�Ca �� _ e e-J T-A ®.cam V\!z-Ce max M New Construction Areas(New Dwelling or ew Additio:ns/E nsiolp) , Dimensions of first floor extension: k ^fia.S� a by e Dimensions of new second floor. i-0 r� Dimensions of floor above second level: S o vs., tv Height(from finished ground to top of ridge): "7-(d-- "1 Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: e - III.'Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: '7 t0,v k A � G CYo..s o-f -^�ZV i� Vb� =—— Number of Floors and Changes Altera 'o s: IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: _ Z,Co�'J 1. I g Proposed increase of building coverage: Q Square footage of your lot: Percentage of coverage of your lot by ISuilding area: V. Purpose of New.Construction: e>cl!5� J G ter. V1. Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirem�lennt(s): tt LeD 1b� er-v.,r� �t dlY o C na X ec1 ITY t i SU" Please submit seven(7)photos,labeled to show different angles of yard areas after staking corners for new construction),and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 _...__._................ - _._ QUESTIONNAIRE Receiv®ri FOR 3F<ILING WITH YOUR ZBA APPLICATION MAY- A. Is the subject premises listed on the real estate market for sale? Nooning Boara of Yes �NNCa� B. Are there any proposals to change or alter land contours? JX No Yes please explain on attached sheet. C. l.)Are there areas that contain sand or wetland grasses? '3D 2.)Are those areas shown on the survey submitted with this application?PJA 3.)Is erty bulk headed between the wetlands area and the upland building area? a rop 4.)If your property contains wetlands or pond areas,have contacted the Office of the Town trustees for its determination of jurisdicti Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? t*-3 O E. Are there any patios,concrete barriers,bulkhcidq or fences that exist that are not shown on the survey that you are submitting? '2 0 Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department.to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcelpo If yes,please label the proximity of your lands on your survey. I. Please list present use�q� operations conducted at this p cel e�St r c &0 vct i dot c and the proposed use . (ex:existing single family,proposed;same with garage,pool other) ell, uthorized signature and Date oFSQ�Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE `D N'r." SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38358 Date: 09/26/2013 Permission is hereby granted to: Renewal Date: 01/13/2025 Roland Grant 800 Hortons Ln Southold, NY 11971 To: Accessory garage repairs(window replacement)and new drainage system as approved by the town engineer. Premises Located at: 800 Horton Ln, Southold, NY 11971 SCTM#63.-1-9 Pursuant to application dated 09/17/2013 and approved by the Building Inspector. To expire on 01/12/2027. Contractors: Fees: ELECTRIC -Residential $100.00 Renewal Fee $75.00 Total 175 t Building Inspector Town of Southold 3/25/2025 ,��FfOI��aG 53095 Main Rd 4� o Southold,New.York 11971 � . e ( Received PRE EXISTING MAY` 12 2025 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: 46013 Date: 3/25/2025 THIS CERTIFIES that the structure(s)located at: 800 Horton Ln, Southold SCTM#: 473889 Sec/Block/Lot: 63:1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 46013 dated 3/25/2025 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Dilapidated wood frame structure_ (former dwelling)with accessory masoMaaraae. Wood frame structure not to be occupied.* The certificate is issued to Grant RM Revoc Trt. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. 4; A11111o11 C 19natll BUILDING DEPARTMENT TOWN OF SOUTHOLD �T4t1SI1�TC Ct}DIr IN'SPECT�ON``REP(?I2T; Received SUFF CO..TAX MAP NO 63 1 9 SUBDIVISION: �F LOCATION 800 Horton Ln,Southold NAME OF OWNERS Grant RM Revoc Trt. OCCUPANCY: �n ADMITTED BY: SOURCE OF REQUEST: Grant,Roland DATE 3%2512025: -------------- RWELLING: #STORIES: 2 #EXITS: 2 FOUNDATIOhI:' Mck CELLAR: Partial . CRAWL SPACE: Partial BATHROOM.(S): 2 'TOILET ROOM($): UTILITY ROOMS) _... PORCH TYPE: Rear Gti aced DECK TYPE PATIO TYPE: BREEZEWAY: FIREPLACE: 3 GARAGE: DOMESTIC HOTWATER TYPE HEATER: Radiators AIR CONDITIONING; TYPE HEAT: None WARM AIR: HOT WATER: . No #BEDROOMS. 4 #KITCHENS 1 BASEMENT TYPE U��Ge2.Sfl�1. _n M OTHER: ACCI(SSORY STRUCTURES; GARAGE,TYPE OF CONST: Block STORAGE,TYPE OF CONST: SWIMMING POOL: GUEST,TYPE<OF CONST: OTHER: VIOLATIONS: Foundation has collapsed in some areas.Wood frame structure should not be entered. REMARKS , ...: . . .. INSPECTED BY: DATE OF INSPECTION: TIME START: END: FORM NO. 4 TOWN OF SOUTHOLD RecOve-j -� BUILDING DEPARTMENT Town Clerk's Office MAY, l L &L Southold, N. Y. Zoning Board of App@@1§ Certificate Of Occupancy 1-- 495 `7 3 No. . . . . . . . . . . . Date . . . . . . . . . . . . . .I. . . . . . . . . . . ., 19. . . . THIS CERTIFIES that the building located at . !Y.s. . /.o k T o Q. .t.t--. . Street Map No. . . . . . . . . . Block No. . . . . . . . . . .Lot No. . . . . . . . So . . . . . .S o t h . L�� . . . . . ./. conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . .� '�.I .��. .3 19.6 pursuant to which Building Permit No. . . .. . . -L" dated . . . . . . .`. . . . . .`� . . . . . . . .. 19�`'. ., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . .FA t. 0 (?: . . . . . . . . . . . . . . . . . The certificate is issued to . .!'1.�1.N W1 „ 0 R f O Il� . . . . . . W !U C rZ- (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . J v�� 3 / /,94' ,4 Tfchooc tx/L UNDERWRITERS CERTIFICATE No. . . . . PeIVJ r:'Cp/. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER. . . . dD. . .Street. . .#W - . /4( ..rP,.,.,. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . But ding Inspector IN 0T - R O'h I Lli H OR E FORK NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, N. Y. BUILDING PERMIT honing Board of Appeals _ (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N? 2822 Z Date ..............................,M,Y.....26........... Permission is hereby granted to: �'idtii�••$�`tr4n.....,�.�.....,�,YlYii.•bIs••�iOx'#.CDf........ .................. ..................I.............. . .... ................................................................................ to .... ..ft-ar a..P1US)......................... .................................................................................................................................................................. at premises located at ........Ilk^. ..$OTtm.11".............................................................................. ..........................................fltmth&3A;... .i V-Yv................................................................................... ................................................................................................................................................................... pursuant to application dated ...................................... •► 19.4$., and approved by the Building Inspector Fee $....j0w0Q....... Building�•Insector �o�osUEF G Town of Southold 4/10/2023 o P.O.Box 1179 i y 53095 Main Rd SSy� ao� Southold,New York 11971 wleGadlved CERTIFICATE OF OCCUPANCY ON,, I% ZRS d of PPP80'18 No: 39061 Date: z0ff iQ/ '11 THIS CERTIFIES that the building ELECTRICAL Location of Property: 800 Horton Ln,Southold SCTM#: 473889 Sec/Block(Lot: 63:1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/21/2017 pursuant to which Building Permit No. 41544 dated 4/21/2017 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 200 AMP UNDERGROUND ELECTRIC SERVICE The certificate is issued to Grant,Roland of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41544 06-20-2017 PLUMBERS CERTIFICATION DATED Authorized Signature Q¢BOARD MEMBERS sou l Southold Town Hall O�� Ty� Leslie Kanes Weisman, Chairperson p 53095 Main Road• P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �gwdl� Town Annex/First Floor, Robert Lehnert,Jr. �l 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��oUrn o ?�^ Southold,NY 11971 M�y RECEIVED http:Hsouthold g��d�a d' (7 J q P" :30TM ZONING BOARD OF APPEALS L 3 0 20Z4 TOWN OF SOUTHOLD Tel. (631)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 25,2024 ZBA FILE: #7847 NAME OF APPLICANT: Roland Grant,President of SQUEST,INC. PROPERTY LOCATION: 800 Horton Lane,Southold,NY. SCTM#1000-63-1-9 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 25,and the Suffolk County Department of Planning issued its reply dated September 29,2023,stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The application was referred to the Town of Southold Planning Board, who has concurrent jurisdiction with the ZBA on this application, for comment which was received dated July 3, 2024 indicating that the Planning Board does not support the project as applied for because the proposed project is oversized for the subject lot and out of scale with the neighborhood.There are many private single-family dwellings along Horton Lane, a number of which are historic properties, including one that is directly across the street from the proposed storage facility. There were additional concerns relating to the location of the driveway, Dark Skies Compliance and whether an accessory apartment of the proposed size is appropriate. Furthermore, if approved by the ZBA, the Planning Board, in its site plan approval process,may require further changes to the site plan and review under the State Environmental Quality Review Act,as lead agency. These comments are part of the record. PROPERTY FACTS/DESCRIPTION: The subject parcel is a conforming 41,537 square foot lot in the Light Industrial(LI)Zoning District. The northerly,property line measures 148.66 feet,the easterly property line measures 261.23 feet,the southerly property line measures 148.31 feet and is adjacent to M.T.A Long Island Railroad and the westerly property line measures 116.96 feet to the RCA driveway, southwesterly 16.64 feet, then 78.72 feet and finally 86.07 feet northwesterly for a total of 298.33 feet adjacent to Horton Lane. The parcel is improved with a fabricated mobile home on the southwest area of the property. There is a temporary portable office trailer located near the easterly property line, a two-story frame single-family dwelling located in front of the temporary office trailer fronting on Horton Lane, and a cinder block and frame garage located at the northwest corner near Horton Lane as shown on the survey map prepared by Donald J.Metzger,LS,and last revised April 14,2022. Page 2,July 25,2024 Received #7847,Roland Grant SCTM No. 1000-63-1-9 MAY 12 2025 Zoning Board of App@al§ BASIS OF APPLICATION: Request for Variance s_from_Article XV, Section 280-62C; Article XV, Section 280- 64B and 280-64C;and thee Building Inspector's August 4,2023,Amended October 17,2023 Notice of.Disapproval based on an application for a permit to demolish existing building and construct two public self-storage building "(A&B),with building"A"creating an accessory apartment on the second floor and to maintain the existing 26.8 foot by 37 foot garage/storage building; at 1) buildings"A and B"less than the coded required minimum variable front yard setback of 70 feet; 2)building"A and B" less than the code required minimum rear yard setback of 70 feet; 3) buildings "A and B", located in the HALO Zone, more than the permitted 60 linear of frontage on one street; 4) building "A" proposing a non-permitted accessory apartment use; 5) garage/storage less than the code required minimum front yard setback of 100 feet; 6)garage/storage less than the. code required minimum side yard setback of20 feet; located at 800 Horton Lane,Southold,NY. SCTM#1000-63-1-9. RELIEF REQUESTED: The applicant requests variances to demolish an existing building and construct two public self-storage buildings (A & B), with an accessory apartment to be created on the second floor of storage building "A"measuring 1,598 sq. ft in area, and to maintain the existing 26.8 feet by 37 feet garage/storage building all of which will require the following variance relief(9 total): 1. Front yard setback of 38.57 feet for building A instead of the code required minimum 70-foot setback. 2. Front yard setback of 25 feet for building B instead of the code required minimum 70-foot setback. 3. Rear yard setback of 51.98 feet for Building A instead of the code required minimum of 70 feet 4. Rear yard setback of 51.98 feet for Building B instead of the code required minimum of 70 feet 5. Linear street frontage of 86 feet for building A instead of the code permitted maximum of 60 linear feet. 6. Linear street frontage of 73 feet for building B instead of the code permitted maximum of 60 linear feet 7. A non-permitted accessory apartment use in building A,pursuant to Town Code section 280-62C. 8. Front yard setback of 29.1 feet for the 984 sq.ft.storage building, instead of the code required minimum 100 feet 9. Side yard setback of 3.2 feet for the 984 sq. ft. storage building, instead of the code required minimum setback of 20 feet. Site Plan approval by the Southold Town Planning Board is also required ADDITIONAL INFORMATION: In ZBA #7669 dated September 15, 2022, the Board of Appeals denied the applicant's previous application requesting four variances to construct one(1)self-storage building,which was over 5,200 sq. ft. larger than the current proposal. Originally this application was submitted and publicly noticed for the December 7, 2023 ZBA Public Hearing;and was adjourned because the Southold Town Planning Board, who has concurrent jurisdiction with the ZBA and is lead agency on the subject application, requested time to review the application and submit comments to the Board of Appeals. The Planning Board submittedtheir comments,which caused the applicant to revise their application. The revised application was submitted to the Planning Board and comments were again received by the Board of Appeals on July 3, 2024 (see Town of Southold Planning Board above). Additionally, both letters of support and objection have been received FINDINGS OF FACT/REASONS FOR BOARD ACTION• The Zoning Board of Appeals held a public hearing on this application on December 7,2023 and July 11,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Horton Lane between Rt 25 and Cr 48 is a mixed residential and commercial street. While the subject lot is zoned Light Industrial(LI),and a few other lots are zoned for commercial use,most lots are residential and/or agricultural (AC).To the North of the subject lot is a self-storage facility which is set way back from Horton Lane on a flag lot; two other small business;preserved farm fields; older single-family Received Page 3,July 25,2024IAY 12 Z02� } #7847,Roland Grant SCTM No. 1000-63-1-9 Zoning 13oard of Appeals dwellings, and a church. To the south of the subject parcel lies a railroad track; a printing business in an historic building,and more dwellings.The proposed project is adjacent to a national historic district.Horton Lane is already a heavily traveled feeder road between the Main Road(Route 25)and to CR 48(AKA North Road or Middle Road). Additional traffic generated from the proposed public storage facility located so close to Horton Lane without code conforming landscaped buffers will adversely affect the primarily residential character of this neighborhood. Further, light intrusion from car and truck headlights by tenants using the facility at night would be a disturbance to the residential property owners. The proposed size of the facility is over scaled for the subject lot and not in character with the size of other buildings along Horton. The single-family dwelling proposed to be demolished is listed as an historic home by the Southold Landmarks Preservation Commission. The demolition of this historical home would not be consistent with the Town's goals to preserve its heritage and character.The applicant has not proposed a plan to repurpose this building. Although there is a row of mature evergreens along the side and rear property lines of the subject parcel,the existing accessory storage building(garage)so close to the front and side property lines prevents the establishment of mitigating buffers along the street frontage. Currently the subject property is not well maintained and is unsightly and a smaller scaled project with proper screening and the removal of a mobile home and other structures in disrepair could improve the property and the visual character of the neighborhood. 2. Town Law V67-1b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than area variances as proposed.. While the Board acknowledges that some variance relief is likely to be necessary to establish the proposed use on the subject lot, the applicant can further revise his plans to be more in scale with the size of the property and other nearby properties; further reduce the degree of non- conformity;and provide greater,more conforming buffers to screen the proposed storage facility from the residential properties along Horton Lane. 3. Town Law 4267-b(3)(b)(3). The variances herein are mathematically substantial, representing the following: 1. 25.7%relief from the code for the rear yard setback of building A 2. 25% relief from the code for the rear yard setback of building B 3. 45% from the code for the front yard setback of building A 4. 64%relief from the code for the front yard setback for building B 5. 58%relief from the code for the front yard setback of the as built accessory garage/storage building 6. 84%relief from the code for the side yard setback of the as built accessory garage/storage building 7. 43%relief for the linear street frontage of building A 8. 21.6%relief for the linear street frontage of building B 9. 100% relief for the non-permitted accessory apartment in building A. However, there is ZBA precedent for an approval of an accessory apartment in a storage facility building so long as the tenant is an employee engaged in on-site 24 hour security for the storage facility. 4. Town Law 6267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.While there are some commercial businesses along Horton Lane between Main Road(Rt. 25)and CR 48 (North or Middle Road)and the intersection of Horton and CR 48 is developed with a church,most of the lots are developed with historic dwellings and preserved farm land. A large public storage facility, without conforming landscaped buffers and buildings that are not in scale with the size of the subject lot,will have an adverse visual impact on the physical appearance of the streetscape. 5. Town Law $267-1b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 4267-b. Grant of the requested relief Is Not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a public storage facility with an accessory apartment and garage/storage building Received Page 4,July 25,2024 MAY 12 2025 P#7847, Roland Grant SCTM No. 1000-63-1-9 Zoning Board of Appeals while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Weisman(Chairperson), seconded by Member Acampora, and duly carried,to DENY the variances as applied for Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes, Planamento,Acampora and Lehnert. (5-0) Leslie Kanes Weisman,Chairperson Approved for filing 7/ /2024 BOARD MEMBERS t Southold Town Hall Leslie Kanes Weisman,Chairperson ��®� �® �P95 Main Road• P.O.Box 1179 �® Te ���� Southold,NY 1 1 97 1-095 9 Patricia Acampora To Office Location: Eric Dantes � Town Apex/First Floor, Robert Lehnert,Jr. ® �O 5437�PO OVoad(at Youngs Avenue) Nicholas Planamento ���c®U $oa�d ° Southold,NY 11971 Zor�r9��1 RECEIVED http://southo ldtownny.gov & GII ZONING BOARD OF APPEALS S 1 9 : TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEM 3ER 15, 2022 ZBA FILE: #7669 NAME OF APPLICANT: Roland Grant PROPERTY LOCATION: 800 Horton Lane, Southold,NY. SCTM No. 1000-63-1-9 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated April 25,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The application was referred to the Southold Town Planning Board for comment. In the Planning Board's response dated August 29,2022,they stated that;overall,the Planning Board does not support the variances requested,and in particular,the proposed new building on this highly visible property adjacent to the historic district appears too large for the parcel. The linear frontage of over 199 linear feet exceeds the maximum 60 linear feet and is completely out of sale for its location in the HALO Zone and directly adjacent to the Hamlet Center. It is the Planning Board's belief that the code for this district was intended to discourage construction of new buildings that are out of scale with the community and to prevent the appearance of a continuous frontage of development along roads. Regarding the preexisting storage building,the requested side yard setback of approximately three feet does not allow for evergreen screening to be planted. In addition,the Planning Board would support a building configuration that would place parking in the rear of the structures and placement of the proposed structures closer to the street. In the past, the Zoning Board has approved an apartment accessory to a self-storage facility,as long as the tenant is employed by the business operation as either manager or security personnel,and that the apartment would achieve the Town's goal in providing workforce housing. Most importantly relating to the Zoning Board of Appeals standards, the project does not support community character in this area surrounded by residential properties and adjacent to the Southold National Historic District. In conclusion, the Planning Board reiterates that the size of the building is out of scale with the parcel and its unique location. The size and length of the proposed self-storage building and existing building does not allow for appropriate screening on the parcel. The Planning Board also notes that while the shape of the subject parcel may seem limiting,the parcel size is 41,537 sq. ft. which meets the 40,000 sq. ft. minimum lot size for the Light Industrial Zone District. The parcel meets the Page 2,September 15,2022 #7669,Grant I �A� SCTM No. 1000-63-1-9 oI Appea1s onin9 Board minimum lot width(+/-261 feet where 100 feet is required); and the minimum lot depth is ess than 2 feet short of the minimum requirement(148 feet where 150 feet is required). Therefore, the Planning Board concludes that the setback requirements for this LI zoned parcel are appropriate as stated in the Bulk-Schedule. PROPERTY FACTS/DESCRIPTION: The parcel is a conforming.41,537 square foot parcel located in the Light Industrial (LI)Zoning District. The parcel is irregularly shaped and runs 164.79 feet fronting Horton's Lane along the westerly property line, turns east for 16.74 feet and then continues running 116.97 feet. The parcel measures 148.31 feet along the MTA(LIRR) on the South side,runs 261.23 feet on the East side and 148.66 feet on the North side. The parcel is improved with a two-story frame house,a cinder block frame building,a temporary office trailer, and a mobile home. All is shown on a survey prepared by Donald J.Metzger Iast-revised April 14,2022. BASIS OF APPLICATION: Request for Variances under Article XV, Section 280-62C,280-63,280-64B and 280- 64C and the Building Inspector's February 24, 2022 Notice of Disapproval based on an application to demolish existing buildings and construct a public self-storagd building with an accessory apartment on the second floor and to maintain the existing 26.8 feet by 37 feet garage/storage building,at: 1)proposed storage building measuring more than the minimum permitted 60 linear feet of frontage on one street; 2)the proposed accessory apartment use is not permitted; 3) existing storage building located less than the code required minimum front yard setback of 100 feet; 4)existing storage building located less than the code required minimum side yard setback of 20 feet; located at: 800 Horton Lane, Southold,NY. SCTM No. 1000-63-1-9. RELIEF REOUESTED: The applicant requests variances to 1)construct a storage building with a rear yard setback of 20'4"where town code requires a minimum 70 foot rear yard setback; 2) construct a building that has 199'4"of street frontage where town code permits a maximum of 60 feet of street frontage in parcels located in a HALO Zone or Hamlet Center; 3)The proposed constriction of an accessory apartment on this parcel is not a permitted use;and 4), the existing storage building accessory to the existing single-family dwelling has a non-conforming front yard setback of 29'1 3/8" and a non-conforming side yard setback of+/- 3 feet. Town code requires a minimum front yard setback of 70 feet and a minimum side yard setback of 20 feet. This application also requires site plan approval from the Town Planning Board. ADDITIONAL INFORMATION: The applicant's proposed use of a storage building is a permitted use in the LI Zoning District and this use is not a subject of review in this variance request. The Building Department informed the Planning Board that because the applicant is proposing to change the use on the property,demolish a structure and create a new building,even Iegally existing buildings that are being maintained, such as the pre-existing cinder block garage, are required to be conforming to the Town Code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2022 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(I). Grant of the variances for the non-conforming building length will produce an undesirable change in the character of the neighborhood and a detriment to nearby properties. The neighborhood consists of mixed-uses including single-family dwellings,an existing storage facility,a machine shop,railroad tracks, and other small scale commercial uses. The property is directly across the street from two residences and directly adjacent to the Southold National Historic District. The existing dwelling on the subject property, proposed to be demolished, is in disrepair and is currently uninhabitable but is of historic value and appears on the Southold Landmarks Preservation Commission Historic Buildings/Places Inventory, listed as the Joseph H. Horton House circa pre-1858. This largely residential neighborhood included Light Industrial Zoning along the railroad tracks Page 3,September 15,2022 #7669,Grant 5 SCTM No. 1000-63-1-9 G o§ a because historically local farmers loaded their crops directly onto railroad cars for tran2.&M sere are still agricultural properties that are being farmed along Horton Lane today. The storage facility on the parcel adjacent to the subject property was approved in 1987 prior to the Zoning Code update in I989. Therefore, this facility predates zoning code standards that the Town put in place to protect community character and is consequently not a valid comparison when considering the character of the subject neighborhood. Moreover, that storage building is on a flag lot and only part of it faces Horton's Lane. The subject storage building is proposed with a front fagade measuring 199.4 linear feet long, two stories in height with conditioned basement storage and parking in the front yard along Horton Lane. That size is not in keeping with its location in the Southold Hamlet HALO Zone and directly adjacent to the Hamlet Center and will significantly change the character of the neighborhood. Additionally, siting the storage facility with less than the minimum 70-foot rear yard setback will further change the character of the neighborhood because it will create a parking lot in the front of the parcel as opposed to hiding parked cars in the rear of the parcel. Grant of the variances for the as built accessory cinder block garage's non-conforming front yard setback of 29 feet and non-conforming side yard setback of+/- 3 feet will not produce an undesirable change to the character of the neighborhood. The applicant is proposing to continue using the existing garage for storage and residential use and the existing setbacks will be maintained. Further the applicant states that the structure is equipped with an electrical outlet for an electric car charging station and solar panels, which are environmentally desirable attributes. Finally, the Iarge front yard setback required in the LI zone is designed to ensure sufficient room for landscaped buffers to screen large industrial buildings from the street and public view. The as built accessory garage on the subject lot measures 37 feet by 26.7 feet and is residential in scale and use. 2. Town Law�267-b(3)(b)(2). The benefit sought by the applicant for building length and rear yard setback relief can be achieved by some method, feasible for the applicant to pursue, other than area variances. The Zoning Board acknowledge that the required minimum 100-foot front yard setback and the required minimum 70-foot rear yard setback equals a combined 170 feet in required setback dimensions. The subject parcel's lot width is 148 feet.This Board understands that this parcel will require some form of variance relief. However,the applicant could build a storage building with a more code conforming building length and rear yard setback by re-designing the proposed project at a scale that is more in keeping with the character of the existing neighborhood. The benefit sought by the applicant for the non-conforming apartment use cannot be achieved via any means other than variance relief. However, prior ZBA decisions have overturned the Building Department's determination that this use is not permitted in storage facilities, based on the security requirements of this type of business, so long as the apartment tenant is employed by the public storage/warehouse business as a caretaker/manager/security personnel. However, the Board has not approved such accessory apartments where the size or location of a storage facility is not feasible for the size or location of the parcel on which it is proposed to be built and where substantial variances are required for approval.The benefit sought by the applicant for the pre-existing non-conforming accessory cinder block garage cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The structure is pre-existing non-conforming and no change in location is proposed. However,the benefit sought by the applicant for the accessory building's non-conforming front yard setback and side yard setback could be achieved by proposing a development plan for the parcel that does not change the principal use of the property. 3. Town Law &267-b(3)(b)(3). The variance denied herein for the non-conforming rear yard setback is mathematically substantial, representing 72% relief from the code. The variance denied herein for the non- conforming building length is mathematically substantial, representing 232% relief from the code. The variance denied herein for the non-conforming accessory structure front yard setback is mathematically substantial representing 59%relief from the code. The variance denied herein for the accessory structure's non-conforming side yard setback is mathematically substantial representing 85%relief from the code. The variance denied herein for the non-conforming accessory apartment is mathematically substantial representing 100%relief from the code. Page 4,September 15,2022 \4F #7669,Grant SCTM No. 1000-63-1-9 a o� P4 4. Town Law 4267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this re i al community will have an adverse impact on the physical or environmental conditions in the neighborW"he Planning Board in their written comments and neighborhood residents who testified at the public hearing voiced concerns about the adverse impacts that the proposed size of the storage facility and the demolition of the old Joseph H.Horton House would have on neighborhood quality and character. 5. Town Law 5267-b(3)(b)(5), The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law$267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a storage facility while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. The overall size of the project can be reduced to better conform to the zoning code. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora,and duly carried, to DENY as applied for, Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes,Acampora, and Lehnert. This Resolution was duly adopted(4-0)(Member Planamento Abstained) r aeslie LKanes Weisman, hairperson Approved for filing 7 //0 /2022 A GAICULTURAL DATA STATEMENT ` 0a TO ZONING BOARD.+OF'APPEALS 40. TOWN pF SOUTIiOLD , o\ 0 Nfl� W TO UW THIS FORM. �'he form must be completed liy the apiWeq at for any speeaal use permit,site plan approva4 Lase variance;or subdivision approv41 of property idfh&an rgricultural district OR Ivithin 3'40 feet•pf a farm oper!z&n'located in agricultural district.All appla'.ctations-requiring.an agricultural data statenae�it must be referre&ty the&ffolk'County Deparfaent of Planning in aceopdauce with Seelkns 239= m."d 239.ii•q f the Genera!MtWcipal,Law. of Applicant: * � 0 ` .���a. i u �� 2)Address of Applicant: 0 n. •3)Name of Ldnd Owner(if other•than'applicant)•: 4)Address of Land Owner: ' 5)Description,ofProposed Project: S)Location of Ptoperty(road and.talc map Number): 1 ►/V�S r 1 LUG '— l"' 'l)Is'the parcel within an agricultural distncil ONo OYes'If yes,Agricu1.W_i.•Disirict•Numlier ; S)is thii-parccl actively farmed? ONO..i_IYes 0). Name and.'address•of any owner(s).'of•land within the agriictaltua:al district aontal�nirig active farm "operation(#1bcated 500 feet of the boundaryof the proposed project..(Infonpi ioni.may be,availa'ble through 'theT6vin Assessors.Ofl•`ice; Town Hall location.(165-1937)*or from'any public cori3puter at the 'gown Hall laealtions by viewing the parcel numbers on the Town;of Sonthold,Resl Property Talc System. Name and Address I li . 1. •�' � ® - • '2. �n 5. ' (Please iike back•si.de of page if more than sit property owners are-identified.). The lot numbers may'be obtained,in aduapce,when requested'from-erthei•the Offiee of the Pier ing Board-at• 7b5-1938 or the Zotiuig Board of.Appeals at 765-I809. ' Signature of Applicant '•Date Note: " 1.The local board.will solicit coniments.f m.the owners'of land identified above ih order t&consider the effect of the proposed action ;oA their faun operation.Solicitatibh wiILbe made by supplying.a•oopy of this statement.• 2:Comments ret tmed tb the local board•wilI be taken into considema ioif'as part of the overall t�eyiew of this application. I Copies o;f the completed Agricultural Data Statement shall be•sent'by applicant and/or the cleric of the board tb.the propaV,owners•:. ' identified above.The cost for mailing shall be paid*by the applicant at the'time.the application is submitted for review.,Failure to'pay at. such tirt a mmns the application is not complete and.cannbt be acted upon by the board.- I-14-09 ed IC tioti� 617.20 % �% '�a\s Append&B $0 o� p,PP Short Environmentat Assessment Form �oatd IDstroctions for Conenletint= do Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l 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 ro ect and Sponsor Information . Name o Action or Project: rh :� ���. �v�'�v b7C15� � �V c�V►C� Project Loran (describe,and attach a location map): �;-'0-0 A-AcIIA4 SOI)Wo` N 11CM 1 Brief D.(escription of Proposed Action: 1 �VY-1�G�- -�v<\SI'��s �r-'S�o'(A-l'� aA4 SUAMOff L I Name of Applicant or Sponsor: Telephone:S)g,,-1-11�6-SA V7 ,�A(�wk ca4o y B-Mali: -west �N��M @0.m1•CL`� Address:4a5ID Citymo: state. N[ Zip Code 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 afkcted in the municipality and procced 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? a acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned t L or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. o Urban o Rural(non-agriculture) o Industrial Commercial 'K esidential.•(su b�ba ` o Forest o Agriculture ❑Aquatic `(Other(specify): c�1a a Parkland Page I of 4 S. Is the proposed action, NO YES NIA a.A permitted use under the zoning regulations? T_3:!n/A_S(/ti& fit✓{ 1 b.Consistent-with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built NO YES landscape? 10 7. Is the site ofthe proposed action located in,or does it adjoin,a state listed Critical Enviro ental Area? �s YES If Yes,identify: I WeXA of P ` 8. a.Will the proposed action result in a substantial increase in trafic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: �( 11.Will the proposed action connect to existing wastewater utilities? NO /YES` If No,describe method for providing wastewater treatment•. o'�'_ ':_;• 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: WE 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: f3 Shoreline 0 Forest E3 Agricultural/grasslands 17 Early mid-successional 13 Wetland 13 Urban ;KSuburban IS.Does the site ofthe proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES 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? 00 13 YES b.Will storm water discharges be directed to established conveyance systems( offand stone drains)? If Yes,briefly describe: TRNO 0 YES ne"0 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: w XT 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO solid waste management facility? '0oa d o IfYes,describe: n— X 20.Has the site of the proposed action or an adjoining property been the subject of remedtation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE EEST OF MY KNOWLEDGE C�U/�n� Applicant/sponso e: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in fart 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" t ,Y 012 o,or Moderate �,.� ' + � '•!'��� i &l: ' �' >'�,�,.���'l�+dwl����•�C i x �� '�� t$.� _ x`� i =� sinfl t0 ergs t y( •`S�Y a.z'a.a }a��rk..c.cI(a�xSvat�.,,,q�ia,n s��gii�g�a. �. :.s �`r��o-t .''IInpSCt i11tp11Ct '" ,��,•', u � y ay i �� bt �r ,¢ � - 1 a occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3_ Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Enviromnentai Area(CEA)? S. 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? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available enrM conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 19. Will the proposed action result in an adverse change to natural resources(eg.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 :.:..f :� .t, •a. b .:,ei s �:' -w:,:. , •; ��.* N 'o or Moderate ' .. F r�.af r.,.lA •'it3,•ii...�'��. �q�7aM�y��y' . ., .�..,�,: �f •�i ` r;, rye ►+Lc� small to large t Yye'rdd;�ti°Kt �'fij;i�'tys¢ ' A •� y Impact im t ..✓ :4•}('f.' .,S . :i.,;f, •,e.•r:'.Si 1:�rit'�4.F 4a�JC �b' +s//rr a,�}}gqiiiGa_ MAY L;. •,'{ •.'1�..t•i'. ?•4.:Q• o1rJM'/P1C�A.. � `i��.TY�gfCs V ��.ur 10. Will the proposed action result'ot an increase in the potential for erosion,flooding or drainage problems? 4 eats PP 11. Will the proposed action create a hazard to environmental resources or human health? c,� oatd o 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 ifthere is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmemal 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 ifyou 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. a Check this box ifyou 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. Name of Lead Agency Date 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) Page 4 of 4 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of Interest on the hart of town officers and em»lovees.The purnose q jthis form is tn.provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is Lecessaa to avoid same. YOUR NAME: (Last,name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.Nso,Indicate the other person's or company's name.) ��e� 93A qa Ge TYPE OF APPLICATION: (Check all that apply) `e ��1as Tax grievance Bullding Permit Variance PP Trustee Permit ►��� pews Change of Zone Coastal Erosion aid 0� Approval of Plat Mooring i�9 80 Other(activity) Planning Z0'� Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee 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 If No,sign and date below.N YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantdagent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child Is(check all that apply) A)the owner of greater that 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 f DESCRIPTION OF RELATIONSM Submitted this day of f` 20 7— Signature Print Name AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohlbits conflicts of interest an the part of town officers and employees.The purpose of this form is to grovide Information which can alert the town of possible conflicts of interest and allow it to take w stover action is necessary to avoid same. ecei YOUR NAME: k)-vil"lL-ary w"AW-V (Lost name,first name,middle luldai,unless you are applyin the name of someone else or other en . c a`s 2025 company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Zoning Board of Appeals Tax grievance Buildiug Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of PIat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee 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 If No,sign and date below.If Yes,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applirant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that S%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) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted t ' days 207 5- s G�U\ Signature - ` l Print Name 'LZ'2-�` �c\A c7 1 Town ofSouthold Received LW"CON-91SUNCY ASSESSAR 1T FORM MAY 12 2025 A. INSTR>IJC ONS Zoning Board of Appeals 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 force should review the exempt mirror action list, policies and explanations of each policy contained in the Town of Southold Local WaterfOront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area.(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the aotion should be analyzed in more detail and, if necessary, modified prior to malting a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. if an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A,copy of the LVW 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. IIDIESCRIMON OF SM AND PROPOSED ACTT ON SCTN# kmv Gs 01 '..- The Application has been submitted to(check appropriate response): Town Board F� Planning Dept. © Building Dept. LJ oaf of Trusteez 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital r 11�J I construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.Want,loan,subsidy) {c) Permit,approval,license,certification: Q, Nature and extent ofaction. Location of action: C� �00-A d� " e��, Site acreage: Fteoewed eW4 pp Present land use: �Z l d`Ws.-�a. /J 0. Ze MAY IS 2025 Present zoning classification: Zoning Board of Appeals 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: Q (b) Mailing address: (c) Telephone number.Area Code A Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No,R If yes,which state or federal agency? DEVELOPED COAST POLICY Policy Y. Foster a pattern of development in the?Gown 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 LVVRP Section W—Policies;Page 2 for evaluation criteria. Myvs ❑ No ❑ (Not Applicable-please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section][1ll[—�—P Policies Pages 3 through 6 for evaluation criteria © Yes M No ❑ (Not Applicable--please explain) 800 Hortons Lane - Southold ReceNed `KW mg 12 N25 l Zoning Board of ,,ppeWs d 4 OLMIL ......................... House Front—Looking East Y t, i � E House Front and Side—Looking North East Page 1 of 4 ,ieeewed ?lw _ MAY 12 2025 y +x. Zoning Board of Appeals House Rear and Side—Looking North West a _ y � � r ��� .K } y�'iiyMA� .w�•. SS.k n T House Rear and Side—Looking South West Page 2 of 4 MPS 12 �015 of appeals �on�n9 B JT S House Side—Looking South ~� 1 � ' b House Rear/Side— Foundation Repair Area Page 3 of 4 F1eGe��,e� NAP`( 1� 1025 Zone ng B°ard of Appe¢1e .SA ��a u Approved Garage on Property— Looking North West law ► . • ".st r p vi .x House Front—Old Masonry Foundation for Original Porch Page 4 of 4 OlvlvNE / STREET '� VILLAGE DIST. SUB. LOT FORME-ft OWNEIP.4 E ACR. ta, r �' :?e lii S `` r W TYPE OF BUILDING 0 , A %� � ... as. HAS. c 1 VL. — FARM ! COMM. CB. MILS. Mkt. Value LAND IMP. ` TOTAL DATE i REMARKS �i � . c)350- -l4n l...Eonora A/l'�=�` OF I sV` 3 � G & s J 44 C ll -t �x --- ---- AGE I BUILDING CONDITION NEW NORMAL BELOW ABOVE: -- FARM I Acre Value Per Value ! Acre f17 7 �L Tillable — �. _ FRONTAGE ON WATER Woodland i FRONTAGE ON ROAD f^,eadowlond j DEPTH ,_, E Housiz`Plo BULKHEAD Lr�1( ? ? l ;5'' L _ .v Total I p 1 -DOC ✓ �,n 1/..\� t wo k s{-^� ,3 t^ ,' �.a f' ./1k }: �yf�r 41i r'. i P x f ! f sal _ - R r-� �t ;T 4t r O ,� TRIM 11 i ! r y i 63 1-9 1l2014 _ I ' -- ' Extension f � 1."��s,f � ✓ ,�_/,./ 7 I S,a �' ��',? yr I� ! ; f � ! i_� I i . Extensian -- - 1 extension I ' Foundation 9 f c Both — -/ Dinette I Porch � Basemen* e Floors i K. _ - _ :fv i Porch ] Ext. Walls *3 Interior Finish ` `�'� SLR --- — ---- ----- 3 Breezeway I - - ire Place —— - — (-Hen—t C c ! DR. — Garage r� .• !Type Rocf 1 Rooms i st Floor SR. Patio !Recreation Roo;r ----- I i I Rooms 2nd Flocs FIN. B O. B. Dormer Drive wa Total -A ZBA CHECK FEES - 2025 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 4/30/2025 Meyerholz,Richard 8019 $2,500.00 114 5/12/2025 5/6/2025 Figliozzi Family Trust 8020 $500.00 1134 5/12/2025 5/12/2025 Grant,Roland 802i ,j $750.00 28587761324 5/12/2025 vy-"' V-) a $3,750.00 RECEIVED MAY 13 2025 Southold Town Clerk Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/13/25 Receipt#: 339805 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8019 $2,500.00 1 ZBA Application Fees 8020 $500.00 1 ZBA Application Fees 8021 $750.00 Total Paid: $3,750.00 Notes: Payment Type Amount Paid By CK#1134 $500.00 Figliozzi, Peter J. CK#28587761324 $750.00 Grant, Roland CK#114 $2,500.00 Meyerholz, Richard Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Grant, Roland 800 Hortons Ln (Southold) PO Box 126 Peconic, NY 11958 Clerk ID: JENNIFER Internal ID: 8021 See Proof on Next Page AFFIDAVIT OF PUBLICATION State of Florida County of Orange The undersigned is the authorized designee of Column Software, PBC and the publisher of The Suffolk Times, a Weekly newspaper published in Suffolk County, New York. I certify that the public notice, a printed copy of which is attached hereto, was printed and published in this newspaper on the following dates. Jul 3, 2025 This newspaper has been designated by the County Clerk of Suffolk County, as a newspaper of record in this county, and as such, is eligible to publish such notices. EAvmr GnYAchtA Signature , : ESSIC4 ICON MOMRSCN %$z Notary Rudic-State olFbriRa � Comm anR aNJorly Edmar Corachia �• ER;re enaa�Mr,. a Printed Name Subscribed and sworn to before me on 07/04/2025 Notary Signature Notarized remotely online using communication technology via Proof. July 10, 2025 ZBA Legal Notice Page 1 of 3 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JULY 10,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 1 197 1-0959,on THU.RSDAY�JULY._1.0� 2025. The public may ALSO have access to view,listen and make curriirienl duririy Ilse PUBLIC HEARING as it is happening via ZOOM WEBINAR.Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http:// southoldtownny.gov/agendacenter.Additionally,there will be a link to the Zoom Webinar meeting at http:// \ southoldtownny.gov/calendar.aspx. 10:0.0_A.M_=PI[VQLICU_L AND IR_E_.P1A_LICUL TRUSTEES,_REVOCABLE L(VINCa_LR_U_T#8008 -(Adj.from May 15,2025)Request for Variances trom Article XXIII,Section c e ec ion"207A(b)and the Building Inspector's February 4,2025,Notice of Disapproval based on-an application for a permit to demolish an existing dwelling and an existing shed,and construct a new two story single family dwelling; at 1)building height greater than the maximum permitted of 25 feet;2)more than the code permitted maximum lot coverage of 20%;3)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;located at:725 North Sea Drive,Southold,N Y.SCTM No.1000- 54-4-9. 10:10 A.M.._-DAVECOLLCO LLC DAVID BOFILL MEMBER#8018 -Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's April 11,2025 Notice of Disapproval based on an application for a permit to legalize additions and alterations to an existing single family dwelling;at; 1)less than the code required minimum side yard setback of 10 feet;located at:7185 Peconic Bay Blvd,Laurel,NY. SCTM No.1000-126-10-12.1. 1.Q20A.M—J3LCHMDAND_S.USAN_M.EY_ERtiOL7--#aO-1.9.-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;and the Building Inspector's April 8,2025,Amended April 28,2025, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)less than the code required minimum front yard setback of 35 feet;2) less than the code required minimum side yard setback of 10 feet;3)less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;located at:4245 Bay Shore Road,(Adj.to Shelter Island Sound)Greenport,NY. SCTM No.1000-53-6-23. 10:30-AA.=-TAMAR-MEBON A.#aO22_-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's May 6,2025,Amended May 13,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"deck addition to an existing single family dwelling;at;1)less than the code required minimum secondary front yard setback of 20 feet;2)more than the code permitted maximum lot coverage of 20%;located at:53750 County Road 48,Southold,NY.SCTM No. 1000-52-2-17. 10•AOAX.-_FI_GLIOZZI_PJ-FAILAILY TRUST/PETER_FIGL107Z1.N8020 -Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's February 26,2025 Notice of Disapproval based on an application for a permit to demolish existing decks and construct a kitchen addition to an existing single family dwelling;at;1)gross floor area exceeding permitted maximum square footage for lot containing up to 30,000 square feet in area;located at:120 Caiola Court,G�reen��ort,NY.SCTM No.1000-33-3-19.15. 1050 A.M.-ROLAND GRANT-GRANT RM REVOC TRUST#802yi�'Request for a Variance from Article XXIII, Section 280-123;and the Building Inspector's May 9,2025, Notice of Disapproval based on an application for a permit to construct a new foundation and covered front porch to an existing single family dwelling at; 1)a nonconforming building containing a nonconforming use(second dwelling on a single lot)shall not be enlarged,reconstructed,structurally altered or moved,unless such building is changed to a conforming use;located at:800 Hortons Lane,Southold,NY.SCTM No.1000-63-1-9. 11_00 A.M.-GARY AND MARY NAPOLITANO#8022 -Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's May 5,202E Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at; 1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:1250 Blue Marlin Drive,(Adj.to the Peconic Bay)Greenport,NY.SCTM No. 1000-57-1-34. 11�1.0 A.M.=CHRLST-QP_.HER.AND SOF.IJA SHASHKIR ttZ999_-(Adj.from June 5,2025,Amended)Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;Article XXXVI,Section 280-208 and the Building Inspector's November 15,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1)less than the code required minimum front yard setback of 35 feet;2)less than the code required minimum side yard setback of 10 feet;3)less than the code required minimum combined side yard of 25 feet;4)more than the code permitted maximum lot coverage of 20%;located at:1105 Captain Kidd Drive,Mattituck,NY.SCTM No. 1000-106-5-12. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing.and/ or desiring to submit written statements before the conclusion of each hearing.Each hearing will not start earlier than designated above.Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending.Link:http!/24.38.28.228/WebLink/Browse. aspx?id=935072&dbid=0&repo=TownOfSouthol d Please note the last date to submit written comments_to this office will be the Friday_prior to the public hearing.After that,no documents will be accepted by this office,but can be submitted to the Board Members during the public hearing . If you have questions,please telephone our office at(631)765-1809.or by email:k imf@southoldtownnygov. Dated: June 18,2025 ZONING BOARD OF APPEALS July 10, 2025 ZBA Legal Notice I Page 2 of 3 LESLIE KANES WEISMAN,CHAIRPERSON By. Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 1 1 971-0959 July 10, 2025 ZBA Legal Notice Page 3 of 3 BOARD MEMBERS �— ��UT so�jyo -� Southold Town.Hall Leslie Kanes Weisman, Chairperson ,`O !0 53095 Main Road, P.O. Box 1179 Patricia.Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. CAR Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler OIiYC�U 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JULY 10, 2025 PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53096 Main Road, Southold, New York 11971-0959, on THURSDAY, JULY 10, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is-happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownnv.00vicalendar.aspx. 10:50 A.M. - ROLAND GRANT -GRANT RM REVOC TRUST #8021 - Request for a Variance from Article XXIII, Section 280-123; and the Building Inspector's May 9, 2025, Notice of Disapproval based on an application for a permit to construct a new foundation and covered front porch to an existing single family dwelling at; 1) a nonconforming building containing a nonconforming use (second dwelling on a single lot) shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use; located at: 800'Hortons Lane, Southold, NY. SCTM No.1000-63-1-9. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. riles are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLi nk/Browse.ispx?id=935072&d bid=0&repo=TownOfSouthold If you have questions, please telephone our office at(681) 765-1809, or by email: kimf@southoldtownny.gov. Dated: June 18, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 �® �G Town Hall Annex, 54375 NYS Route 25 Gy� P.O.Box 1179 y Southold,New York 11971-0959 2 Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: June 2, 2025 RUNNKSITMR00"TORD,NS FAR WOJBLIC Hi ARIiN r Dear Applicant; The July 10, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing(Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA public hearing which includes PLEASiE REEAD CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 2, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by July 2,2025,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing- Page 2 lease mail docuFments to thele ail marlin address: _as on file with'Soufihold To „ ssessorsUffice� .Mailin �to'be do_ne��bv,Ju�ne 23 202-5. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimfnsoutholdtownny.gov or elizabeth.sakarellos@town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentro112025-1 IMPORTANT INSTRUCTIONS° Scan and email the USPS mailing receipts, green signature cards and affidavits to kimOD,southoldtownny.gov, and ** PROMPTLY USPS MAIL** the ORIGINALS to the Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. xx .PLEASE_N TEnt- :. THE LAST DAY TO _SUBMIT WRITTEN D.00 NTS TU THI ]FFICE.;FOR°THE .B:OARD -lilENi+�E^RS"'-WII;L BE THE FRIDAY PRIOR T6 THE#P I3LyI,= AFTER THAT NO DOCUMENTS WILL'BE ACCEPTED,B THE OFFICE` B'U AN'BE SUBIVIITTEhi'TO THE_BOARD MEMBERS AT THE PUBLIC ARINC Kim E. Fuentes—Board Assistant r 1 1 � Y Aaserfiche Instructions for Zoning Board of Appeals Records � .� y g 1 1 1 • ., Q 0��; Gove rnuten refit rs iuritt Htrty do[._ )'Y e7+sh*' art • « L ro- ,Er, i � � r. �?,; ' ,� �;� 1 t®' t �„�� � tit w� ,'�•�stA�'� �p�' � 4 � I s �. rx f 7s .. $.' §at ^".s.''., .r 'd`•. ".try, ! 'u}+.�u «7 i 4° i t y r t c > ''.xf �!{ ; !` �ottfydlegi' `hL�ps } � AaendasR �TtiwnCade onlinoFacmerirs� j�T`unvRecords Fornts ' i SK!!t+P j9 nser?'ef • f�. ihlinutes ' tiy., FautY�'Y?!?'Wts �Zeh4ttkltaecrfcisc Fonii?AppTSrtto:n y �.��:�`i.:i.�n,..k '•ivu:fie�tineu'r' — +..:.:. n.u....L.:_r.._i- :t, �N i:.«%sei.,`' cntsiw�:..-.r-.,...�.:...r..:.....:..�.r�.�....u.�..�........-;�.>i} Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebUnk + a w•rr=orrx -9p +ra,.0 .. Nome Browse 5earcn 7ow.OfS=hold TownOfSouthold P1`"e Pageccunt re..plaw- ,^town oere z Entry Properties tan:iistorzn Path ;;rrvs[ee5 rownO,fs,uLi ild Zoning Board of appeals(ZSA) .. Creation date UcQell 1 sz2:4:s.t Page 2 of' PtrSt a 2. 29 Entries Last modified a 111eiadata' ossid'itJ Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WenUnk Ell F,ty r):aL.r,. pro •Gco; s,gn:u[ Home Browse Search IcwnUbcc:tcUtl Zoning Board of ApoealS(ZBA) Name Page count Template name Zoning Board of Appeals (ZBA) `\ alphabetical lode. Entry Properties !eaard.actior, x e.t Laserfiche-Search Guides Path Mee[!ng Schedules it xr.CfSoutr,l:Pzo:v o[Appeals{ZtIA) ..Mlnures,AgendaVLegal NonceStHearings creation date •;;a Pendng W 0,12G0112:;t. P': Reports Last modified Special Event Permits 5.23t2017 1::0-14 AM. -1 Training RequiremenK LBA OfR<lals 2 Metaddld r-i ZBAPoll— NG"nel'da`i nmrl^d _;;Exceptions U51 Code 280-7GC 71 )urisdicdon Usung ' ,2 ZBA Boos:of Mapped 1977 Existing Lots '89 ocedure&P.:suhs 5 Agleement,COnV.ct38 Leash :eMnmM/pap•+memaUs!!c1j �+[J Buik Schedules !A Entries Page I of 1 Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche Webbrik " sty.ven;.rik yea uoo�1 ;a�n�ht flOn'e Browse Search ^4utP 30rr t 0'•pGeals i1[•sl Board ACOons Nave age count temP,aM name Board Actions '957-1979 s Enoy Properne5 '.980-1999 Path 2000 Tav!-Ot30uti,cic'3�n.w ecsrd i C 'E.Ai.Sli'✓tl A.'lutt' :2001 Creation date 200` Last modified 201A 3,QV20fT 1!35:0-r?:t 2005 MetaCata 20G6 2007 ..:metddata asv,;ned . 2008 2009 _.___....... ..... ...— 2010 8 RrsuRf 1Rhfpr¢-cmanNsr:2! 701 r -012 2013 ";201s 2015 2016 2m7 Pending Above: Board Actions are listed by year. Click folder to open. AI(Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 P M 7011 It 70!6 as SS 5—d -ezo ..d acaam ft.d—. 33'. .26 ;a eaxa,+mom r.-e2.- -1 l —d Above: See listed File Numbers. Click on file you are searching. cashel Above: in addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche Web Link Home Browse Search Relevance Seam :ly R'cvd'.M—qe—.' 7016 5oarr Actions-a3 CdgPO; F;.Id nerve --- late name:Board Actions lhoeP.9,1d Page count:53 Temp Reset Colin and Knr—Cashel'RD-ERTi LOCATION:162--e,Shingle:gill. 19.2017*TO'6.Cashel SCrM No.1000-9-1-26 minimus aoc-1 to remO... a- ,y 19.2017 97016.CjShel SCTM No.I GOC-9.1-26 GRANT,the variances as Search;em,s lag?9...CCOUN&KRISTEN CASHEL SECTION M BLOC 20...ThomaS Ahlgren(Cashel),DO Box 3d2 Rsners ls:and.NY z: Show more informauor... 7018 Bw'r!Acno';-56 O.-ge,; Page count:56 Template name:Board Actions 9:30 A.M.-COLON CASHEL AND Variances under article Id.Se-Won ANN... CASHEL#7016.;t-cueSt proDoSed vellis;ocated n other tha Show—re.,.rrnat,o,1 Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111--l-I.. Laserfiche Instructions ZBA Files Page 4 v Laserfiche Webt-Ink Home Browse Search 'uEmO�k�uthn!d>Zo^mg 5o411 of 40clals iZBAI>Mmutes/Agendasllegal Notice"earingi Minutes/Agendas/Legal Name Page count Ternpiaee name Notices/Hearings :',1957-7979 A Entry Properties "1980.1999 j Z000 2009 Path 2010 ToamOfSvjihoEd 2unu1,¢Board ttt Appeals 2012 rfjfit',f+13:lU:t^V AgeSlda V-e..,S3E f"aftLvi-leadtlg, Creation date .1 2013 it10i2iKit 2:57;G^FM ';2014 Last modified ;;2015 .2r1£J201ri...a.•a>F:. 7,2016 A Metadata .7 20-7 tFo met3da[aa.:gned Page 1 of i 77 Erin Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink ar;vaetn,n�•ae!n Apra[ Home Browse Search 70w10.Southold=Zoning 30a1d rf Appeals 23AI-minutes-Agendas/Legal votices/Heanngs>2017 2077 Name aag=_count Template name Z3A-01!05/2017 Entry Properties v Z3?-01%O5!20t7 Ag.nda � Path _ ZBA.-01!05.2017 fearing 40 wr:C<i:l.'f'lir•. 'f`111X 3Ga'.�1 J(�01'eaic ZB.A 01/05!2017_N A {=2311:.Ilntrte;:ax2nua;:_r=;.a ZB.4-01/1 9201 7 A 23A-011192017 Agenda - Creation date 7 ZBA-02:'0?2017 Last modified Z3A.0Z;GZ,'W17 Agenda 4 7 -41.=+%i ZBA-02/02!2017 fearing 45 Metadata Z3A-0'✓02!20t?_N 3 y Z3A-o2116i2017 Agenda 3 rG'112Iadalii n+;�grL'1 Z3A-02/t62017 Specal 3 =edpre&Results-_"- ZBA-0310212017 ,Mheakh!pap-sm120 1es22 J ZBA-03%022017 Agenda ----__ ----_- m Z3A-0 3/02/201 7-tearing 65 Z3A-03/02!2017_N 3 Z3A-03!16/2017 Agenda 3 - 1 Z3A-03,'16!2017 Speoal 3 Z3A-04/06!2017 5 Z3A-04/05f2017 Agenda 4 Z3A-0=061201?Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpm.//southoldtownny.gov/caIendar.aspx dAMEmm GRANT , ROLAND #8021 SCTM #m. 1 000-63- 1 -9 VARIANCE: INCREASE IN NON CONFORMITY r-,EQUESTE. CONSTRUCT A NEW FOUNDATION AND COVERED FRONT PORCH TO AN EXISTING SINGLE FAMILY DWELLING DATE : THURS . , JULY 10v 2025 10:50 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD C ZONING BOARD OF APPEALS Appeal No. � SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS �r�LA J7 (� 11— (�rP/�-i✓l R 1� I�OeUOC7YVgT A�2/ (Name of Applicant/Owner) 66 go P-77 cWS 44. SCTM No. 1000- (Address of Property (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, (Y� Owner, ( ) Agent Pd LA fb -M ?4!'✓`- residing at tC?OC) 1*12 7Za11' ��-v� U v / i New York, being duly sworn, deposes and says that: On the _day of .J 0 nJ e , 20A6 , I personally mailed at the United States Post Office in �e h..j i r_ ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the X Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this day of )'y�(�/ , 20 25 JENNIFER M MUDD NOTARY PUBLIC,STATE OF NEW YORK �1 A. Registration No.01 MU6429= Qualified in Suffolk County �n otary Public) W�missknEVInasFetauwy07.M.L PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Postal . ■ • Ir CERTIFIED MAIL,. RE,,.,EIPT CERTIFIE1, MAIL. RECEIPT V p (Domestic Mail Only; . . . . p (Domestic Mail Only; rU n rq .SDw1ic� 1 r Y'f1 �T1,' ,- i ; g a �f� t Y( « 1Y 1tltlf d i I�„�r .. € 'k...,3 s t!"^t tt. ,s��vt,J..'' .� f ...D „� ? �..^ IEr IT $1; Jc Ifa58 1(lJd? Postagi $' t . Postage ; ✓ n 1V� �m m p Certified Fee i i I,hi V^V p�.l� Certified Fee $i 1 a I.0 C3 . hN`�9 Ife%t rk i, E3 ct f 111��I (1 �S� -ark i Return Receipt Fee I C3 Return Receipt Fee -'i `A _9 C� " pi! iJi;i, Herd' ; pl-I,I_Il� Here (Endorsement Required) _ _ (Endorsement Required) 0 Restricted Delivery Fee p Restricted Delivery Fee ,- ^ —0 (Endorsement Required) S'�` __y, :i / p (Endorsement Requiredl Total Ppstene R Fpps 4: 116/1-ir-I•r 2025 rq Total Postaae&FeesI$ !i %I 1911 2 02 5 Ln $11.26 Ln $11 .2 C3 Sent To JOHN L. CONWAY pp Sent WURTZ&BOBCO FAMILY TRUST Street,A r- StreE or Poe( 1625 HORTONS LANE or Pc 513 GRAND STREET Ciry� '----------- SOUTHOLD, NEW YORK NEW YORK, NEW YORK 11971 10002 SENDER' COM�iLETE THIS SECTION i COMPLETE THIS4CTION ON DELIVERY, ■ Complete items 1,•2,and 3. A. Signature ■ Print your name and address on the reverse X 0 Agent so that we can return the card to you. ©Addressee ■ Attach this card to the back of the mailpiece, B. Rec ved by(Printed—Name) C. Date of Delivery or on the front if space permits. l`1h f7- �i_article.Arfrfrpc.¢prl_t�• D. is delivery address different from item 1? ❑Yes If YES,enter delivery address below: •9,No JOHN L. CONWAY t 1625 HORTONS LANE — l .3 J SOUTHOLD, NEW YORK 11971 Il I IIIIII I'll III I IIII II l l II II I I III III II II I I III 3. Service Type ❑Priority Mall Express@ ❑Adult Signature ❑Registered MaIITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 4221 8121 6832 22 Certified Mail® Delivery ; ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2._-Article Number(transfer•from service label)' + ❑Collect an Delivery Restricted Delivery ❑Signature ConfirmationT" _ I I I ❑Signature Confirmation t . i to-i �_ _ _� ❑Insured Mail ( ; { 1 —j 1 I} '❑Insured Mail Restricted Delivery Restricted Delivery ( 7005 °1160 001j3' *9961 2039 (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ' SECTIONON COMPLETE SENDER" P. eceived nature Agent ■;Complete items 1,2,and 3. ■ Print your name and address on the reverse41�_ 1r-' ❑Addressee . so that we can return the Card to you. by(Printed Name) C ate of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D Article Addressed to: _ D. Is delivery address different from item 1? ❑Yes 1. _ If YES,enter delivery address below: 5 No WURTZ& O�CO FAMILY TRUST '6-, qo 513 GRAND STREET6 J NEW YORK, NEW YORK l r l 10002 3. Service Type [3Priority Mail Express@ Adult l�I IIIIII I'll III I IIII II I I II II I I III IIIIIII II III ❑Adult Signature Restricted Delivery ❑Registered MaI1TRestricted X.Certified Mail@ Delivery 9590 9402 4221 8121 6832 53 ❑Certified Mail Restricted Delivery ❑Me chanddiselpt for ❑Collect on Delivery 0 Collect on Restricted Delivery ❑Signature Confirmation1m ;❑Signature Confirmation 2_ Article Number_frransfer-from service label). --—: llnsured•Mail; i '• i I i "i ;'s Restricted Delivery 7005 17 6q 0 CI=O 3 99 1 2 D 4 6 !1 linsured Mail`:Restricted,DeIivery, i (over$560) Domestic Return ReceiptPS Form 3811.July 2015 PSN 7530-02-000-9053 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS r SOU THOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of- POSTING ®��r� G��rs CR�•✓T,R M 12eucr`Traf1 ;0S o 2I (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, to ,14� ✓j Al fir RAjj— residing at Rco 01-DA9S' �e vlfw (A , New York, being duly sworn, depose and say that: I am the (y9 Owner or ( ) Agent for owner of the subject property On the :a^' day of Jw: , 20d-5, I personally placed the Town's Official Poster on subject property located at: g©® �re-To�s G S0JT1L JJ /0 1 !9 I The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of J yLY 10, 20A5 JENN FER M MUCH / NOTARY PUBLIC,STATE OF NEWYOAK Regisbdon No.01 MU6429M Qualified In Suffolk County ner/Agent Signature) MyCommisslonE)iresFebnng07. Sworn to before me this Day of , 20 1S _ _ (�Tot�ry_P_li c� o CERTIFIED , Ln .n ,� I CERTIFILL) MAIL,,, RECEIPT o . d . overage .- Iv nu •r delivery Al r Irgj information A ?: CI}n• n fyy" } l ✓ tr y _ rVVY 1 �1� �'r la� : ) 7- 7 Er Postage $c �I P58 Er � I1p1 "1 ;7 Postate• � fn Certified Fee �iII,IIII PUN"S 11 rn . 7 C3 .: P s25ik Op Certified Fee f_I,[iI I,f c'UN ` Return Receipt Fee . `, 9 (Jnark it (Endorsement Requred) I,i,i 111-^. ;1 ` Here.i,,, O Return Receipt Fee i l" (Endorsement Required) ;I i„i;ll i,'+ Here E3 Restricted Delivery Fee 1 x p (Endorsement Required) Restricted Delivery Fee (Endorsement Required) �. Total Postace Fens Tot;'-'- `--- Lnp Sent To Ln Sent 1.26 o CUBESMART LP ________ o ROBERT G. MALONE r` Sfieei,� f`- Sfiee ------------ or Poe, POST OFFICE BOX 320099 ________ or 740 HORTONS LANE ra ' clry,s ALEXANDRIA,VIRGINA % POST OFFICE BOX 275 22320 SOUTHOLD NY 11971 'SENDER- COMPLETE THIS SECTION C6MPLFT1:THIS SECTION ON DELIVERY ■•Complete items 1;2,and 3. A. S, to ■ Print your name and address on the reverse ��, . Agent so that we can return the card to you. X`• Sl? Addressee ■ Attach this card to the back of the mailpiece, B. ecei eTi­ ( i ed Name) C.,Dat �f pelivery or on the front if space permits. J 1(Z/ (o 1-Article,Addressed_te: _ __ -- D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: N No CUBESMART LP POST OFFICE BOX 320099 6 3 - 1 j D ALEXANDRIA,VIRGINA 223.20 _ II I IIIIII IIII III I IIII IIII I II I I III IIII I I II I III 3. Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered MaiITM ❑Kdult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 4221 8121 6832 39 Certified Mail(D Delivery edified Mail Restricted Delivery ❑Return Receipt for - ______ ❑Collect on Delivery Merchandise �CollectonDeliveryRestrictedDelivery ❑.Signature ConfirmationTM 7005 116'Q 0 0 0 3 9 9 61€ 2 p'6 0 ❑Insdred Mail ;; : :: t ❑Signature Confirmation Insured Mail Restricted Delivery- 'Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3. i'ti't i`:4'1i.`: `i'i1' ,�AtSig`itp '�':;i':V ■ Print your name and address on the reverse X� 0 Agent so that we can return the card to you. ❑Addressee *p ■ Attach this card to the back of the mallpiece, B. Received by(Printed Name) C. Date of Delivery - or on the front if space permits. 1. Article Addressed to: _ D. Is delivery address different from item 1? ❑Yes if YES,enter delivery address below: 2!�N " ROBERT G. MALONE 740 HORTONS LANE POST OFFICE BOX 275 SOUTHOLD, NY 11971 3.II I IIIIII IIII (IIIIII IIII (IIII III III I I I I II I I ❑duit Sign Signature Restricted Delivery ❑Registeredce Type [I iMail Restricted 9590 9402 4221 8121 6832 08 ❑Certified Mail Restricted Delivery [IRetu n Receipt for ❑Collect on Delivery Merchandise _❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTl 2. Article-Number_(Transfer-from service.label)—_ __-___-_ nsured Mail ❑Signature Confirmation '�1 7 0 0 5 1160 0003 9961 2015 Insd Mail Restricted Delivery Restricted Delivery (overure$500) PS Form 3811,July 2015 PSN 7530-027000-9053 Domestic Return Receipt 2025128, LON 25-096, RE: Requested Variance to the Southold Town Zoning Code at 800 Hortons Lane, Southold, NY 11971 From: LIRREngLONORequest(lirrengionorequest@lirr.org) p To: nickmazzaferro@verizon.net Cc: squestlimited@aol.com Date: Thursday,June 26,2025 at 09:12 AM EDT Good morning, This is to acknowledge receipt of your submission for the request of a Letter of No Objection from LIRR for the above referenced project, received by USPS 6/25/25. Mr. Dominick Cervo, P.E., Project Engineer, has been assigned to review your submittal. If Mr. Cervo has any questions during the review process, he will contact you directly. Please be advised that the review process may take up to four(4)weeks from the date of us acknowledging your request. Best regards LIRR"Engineering—Structures Long Island bail Road From: Nebab, Paul <pgnebab@lirr.org> Sent: Thursday, June 26, 2025 9:00 AM To: LIRREngLON0Request <LIRREngLONORequest@lirr.org> Subject: N.J. Mazzaferro, P.E. - 800 Hortons Lane, Southold, NY 11971 Received USPS 6/25/25. Thanks, Paul Nebab Sr. Project Engineer LIRR Engineering—Structures 718-558-3235 (0) 516-369-4892 (C) Long Island Dail Road Confidentiality Note:This e-mail, and any attachment to it, may contain privileged and confidential information and is intended for the use of the individual(s)or entity named on the e-mail. Unauthorized disclosure of this message is prohibited. If you have received this message in error, please notify the sender immediately by return e-mail and destroy this message and all copies thereof, including all attachments. DRequested Variance to Southold Town Zoning Code at 800 Hortons Ln., Southold.pdf ' 1.3 MB 7/2/25,9:35 AM USPS.com®-USPS Tracking®Results, i USPS Tracking FAQs T)A' Tracking Number: Remove X 70051160000399612053 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to the front desk, reception area, or mail room at 11:47 am on June 12, 2025 in HOLLIS, NY 11423. Postal m CERTIFIED MAILT. RECEIPT (DomesticLn Get More Out of USPS Tracking: ru '11 , -n USPS Tracking Plus :. A L _Ir IT' Postage '" y 4, ;� c� ^C .�% Delivered m Certified FeeII,IJI Delivered, Front Desk/Reception/Mail Room Return Receipt Fee ilsi i ,;i JUN-Here II ! O (Endorsement Regwred) HOLLIS NY 11423 O Restricted Delivery Fee + .S°� Cyr)�y June 12, 2025, 11:47 am (Endorsement Required) $ �� rq Total o �.fl a r-ree� d i l fi A"M/2j)25 See All Tracking History urt $11.2 Ln sent DONNA DILL PE MANAGING ENG o STRUCTURES DEPT.MTA LIRR ----------- What Do USPS Tracking Statuses Mean? (https://fa r` scree or PG HILLSIDE MAIN COMPLEX 93-59183RD,STREET _ HOLLIS, NEW YORK 11423 Text & Email Updates USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https:Htools.usps.com/go/TrackConfirmAction?gtc_tLabelsl=70051160000399612053 1/2 7/2/25,9:35 AM USPS.com®-USPS Tracking®Results USPS Tracking FAQs > Tracking Number: Remove X 70051160000399611957 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to the front desk, reception area, or mail room at 11:46 am on June 12, 2025 in HOLLIS, NY 11423. Postal r, CERTIFIED MAILT. RECEIPT rance Coverage Provided) ;No Insu Get More Out of USPS Tracking: r=l �' Mail mestic -n 77 CD USPS Tracking Plus° I ;? 1 1 07 0 Er Postage $' ' d �'; >,'n Delivered � Certified FeeII�III_I� JUN .9 Delivered, Front Desk/Reception/Mail Room E3 ., P� r.k O Return Receipt Fee Here HOLLIS, NY 11423 (EndorsementRegwred) tstl'1'ii"i}�� I3 Restricted Delivery Fee ter` June 12, 2025, 11:46 am -0 (Endorsement I a q:. ..� r-q Total Postage&Fees See All Tracking History I Ln 1-1 i .: C3 senrTo DONNA DILL PE MANAGING ENG What Do USPS Tracking Statuses Mean? (https://fai rr- "sir+eet,Ajii STRUCTURES DEPT.MTA LIRR _ i or PO Box HILLSIDE MAIN COMPLEX City State, 93-59183RD,STREET — Text & Email Updates HOLLIS,NEW YORK 11423 USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.uses.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70051160000399611957%2C 1/2 7/2/25,9:36 AM USPS.com@-USPS Tracking®Results ,-- `r 1 USPS Tracking FAQs > Tracking Number: Remove X 70511600003 9612 77 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item has been delivered and is available at a PO Box at 8:29 am on June 12, 2025 in SOUTHOLD, NY 11971. Postal r- CERTIFIED . RECEIPT rti Get More Out of USPS Tracking: I '' Provided)in, m For deilivery information visit our website at,www.usps.corng CD USPS Tracking Plus® a sop p` t"11nx Er ��: V } Er I Postage Delivered m Delivered, PO Box C3 Certified Fee 4ia„I'li'I c� � , p _, PostmarR�� Return Receipt Fee (Endorsement Required) SOUTHOLD, NY 11971 � June 12 2025 8:29 am � Restricted Delivery Fee > > ..11 (Endorsement Required) a 1"2 4, See All Tracking History Total P,-.---Q r — ICI-6/I}9,•"025 Ln $11,e:fit E3 sentro ACADEMY PRINTING SER. INC. What Do USPS Tracking Statuses Mean. (httF ram, sneer POST OFFICE BOX 848 ---"---- OrPOcity,sB SOUTHOLD, NEW YORK -------- u Text & Email Updates 11971 USPS Tracking PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.uses.com/go/TrackConfirmAct!on?tRef=fuIIpage&tLc=2&text28777=&tLabeIs=70051160000399612077%2C 1/2 7/2/25,9:36 AM 0 USPS.comO-USPS Tracking@)Results, USPS Tracking® FAQs > Tracking Number: Remove X 70051160000399612022 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update This is a reminder to arrange for redelivery of your item or your item will be returned to sender. Get More Out of USPS Tracking: USPS Tracking Plus® m n Delivery Attempt Reminder to Schedule Redelivery of your item i June 19, 2025 I ® Notice Left (No Authorized Recipient Available) SOUTHOLD, NY 11971 - -- - --- --- June 14,2025, 8:49 am U.S. Postal ru CERTIFIED • T. RECEIPT ru. (Domestic ® In Transit to Next Facility ^u June 12, 2025 rq Soh 4Y -P71 tl A .: ., L�` �i . tr c "' 'il?3Ea,� Posta�'gei § ,, r J ® Arrived at USPS Regional Facility 0 Certified Fee r!.i tt:t JUN -9 2025 A In ell ell Postmark MID NY DISTRIBUTION CENTER (EndReturnntRequiedj E!�t-tt. :r Here a June 10, 2025, 11:23 pm o Restricted Delivery Fee -" ` � ?,y.a .0 (Endorsement Required) _ Twat P—t—zceee Departed USPS Facility „n $1.1 26 p Sent To: PECONIC, NY 11958 C3 ROBERT L ELLISTON June 9, 2025, 11:31 am r`- Street,l, or Poe 825 HORTONS LANE c�iy sti SOUTHOLD, NEW YORK Departed Post Office 11971 PECONIC, NY 11958 https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70051160000399612022%2C 1/2 7/2/25,9:36 AM USPS.comO-USPS Tracking@ Results June 9, 2025, 11:12 am USPS in possession of item PECONIC, NY 11958 June 9, 2025, 9:06 am Hide Tracking History What ®o USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@) u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70051160000399612022%2C 2/2 .s tti� BOARD MEMBERS ��OF SO(/ryo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. y Office Location: Nicholas Planamento • �Q Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS July 28, 2025 TOWN OF SOUTHOLD Nicholas Mazzaferro, P.E. Tel. (631)765-1809 P.O. Box 57 Greenport,NY 11944 Re: ZBA#8021,Roland Grant 800 Hortons Lane, Southold SCTM No. 1000-63-1-9 Dear Mr. Mazzaferro; Transmitted for your records is a copy of the Board's July 24, 2025 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Please be sure to submit an application along with a copy of the attached determination to the Building Department, and further, be advised that the following conditions of approval apply: 1. The new front porch shall remain unenclosed and remain non-habitable. 2. The office trailer and the 40 foot metal container shall be removed from the property prior to the issuance of a building permit for improvements to the subject dwelling. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not-been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO.ENSURE COMPLIANCE WITH THE CODE REQUIRED TIIVT.E FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the dental by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals If you have.any questions,pleasd contact our office. Sincere]. , Kim,E. Fuentes Board Assistant Encl. cc: Building Department. , MATCH _.. ___ _ `—• _ _. __L7 — 24 a1 FOR PCL.NO. Duo ' 1Y "I ' .'`.�•'�� / ,('O \ 1.5A(C) . ,,.� ` t - SEE SEC.NO, SOU'HOOLD. —From W+TERaUTHORIn�! ✓' V 119 .SA(c) \ `�,,i �✓ 25.3 ` �'�/a'A 0\ j �•. ;� 3.OA(c) v 2.4A15(c) \ w� 25.4 y, J 11 21.OA /aa 6.2 (TGWNDFSOUTHOLD 'a 7.7A II Y// •\ /N^ DEVELOpmENTR/GHTS) ,�/'J� (TOWNOFSOUMOLD - 9m�i 4 \`-P^ OEVBOPMENTRIGHTS 36 7.7A(c) p\ VILL FOUNDFRSAGE CONDOMINIUM \y\ SECTON t (COMMONAREA) UNITS SEE !/ ' .�'• 0 8 1 EORC.NO.063nHOLD .01) *GHTS) 37 \ % /. �. ��% 14.2A(c) .�i=�',• -' �,'\ V ° c� '�%; 2 \Ji 13.7 a/ l m�/\!f %13.2/ i'\' 1Z.3 FOUNDERS VILLAGE CONOOMINUM J 1 n r 1.6A a�� 213A SECTON 2 -�/Je / \\ (COMMON AREA) , /, \ �`' �'�J• 122 1 a\ \ 1.OA RI •In/� (FOR UNITS SEE SEC.NO.06302)10 NNA I \ 1 SOP\ 7i l \ :' (/' \l� a` l\: L'�\ -�G✓��\ \ 1° \ .•�n �•�'.,� /l�\ �)� ice". i�\\. {.a„�:� \\\ 1110 ST.PATRICKS CHURCH 11.1 \Fe61 - - •+a\ �\ \ \ll ' 10.2 NZ ', `,a/ �In}rtR� rn � m ' ,° `�`\ ! cJ�Li�'r�\0 'j� �C9�"• '�l "\. \ ,.��'i'\ /;Ai�5�� wI NI m ) r 4ry 5 t '� NP�d \ . `\ \ \ 0 d\� Iro, ` a 7 ` '` • ` ^'i.,ue•\ r�� r 1 1 aia _ S 1.3A(c) b..n' L '\(off°,✓ ^0 A� FIRST 6) /• , at� .,'p %\;.�� I/ ,1 ,SOUT14OLD SCHOOL DISTRICT NO,5, , + / / (al UNNERSAIJST_ /'�`° 'D Poswg01.8A(C) CHURCH 0R ° ,hl FOR NO t SEE SEC.NO. �e/ •D! ,,7, / \d �+ v' 4 R6f 070L02-023.2 ` 329 zsib— MATCH LINE L IQJLESS DRAWN OTHE -.ALL P—ERRE3 SHADED AFFA IS OU R TMS 6ECT c',NAP NeytYrA v,ge„yv WJ lL� Pam,Ne ' 23 ' 0.R=VlRHIN THE M-11 O DISTRCTS: E SCHOOL 5 ANSULANCE VIIIAID 61zYke O O.idn Cvm,n tMnm —�— �° 12.1AIW) 12.1A /yam G. FIFE 2fl ——_T — 1lTORANT __A f,iN lAT La.Lea ——————- WU4meNv 121 A(c) S E OF HT e _ WATER ——w— — Cdry LI, 11,I-- SbuKJm WN'a ayp�� N gale TnT L__v_ _ FER,SE p SE,M1ER �_S� LYASTEWATFR� _—Ww— Twn L're ��— aHNnn Rlak/BYg eh (Z1) �tlDnaegn en YlDaelin, ----- TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 119�'7 1-0959 Telephone(631) 765-1802 Fax (631)765-9502 httys://Nvww.sotitholdtownnv.iz'&vA mi, Date Recelved APPUCATM FOR BULDNG PERUT For Office Use Only La fi PERMIT NO. Building Inspector: JAN 1 3 202i Applications and forms must be filled out in their entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page-2)shall be completed. Date: -OWNER(S)OF PROPER7W Name:Roland M. Grant (Trustee) sCTM#1000- Project Address:800 Hortons Lane, Southold, NY 11971 Phone#:516-446-0127 Email:squestlimited@aol.com Mailing Address:800 HortonS Lane, Southold, NY 11971 CONTACT PERSON: Name: c,wltkJ'1®g Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:Nicholas Mazzaferro, PE Mailing Address:PO Box 57, Greenport, NY 11944 Phone#:516-457-5596 ckmazzaferro@verizon.net CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION E]NewStructure OAddition DAlteration ®Repair ElDemolition Estimated Cost of Project: E10ther $25000 Will the lot be re-graded? E]Yes R No Will excess fill be removed from premises? 11Yes RNo PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Light industrial this property? ❑Yes RNO IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the'Building Department for the issuance of a.Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and:other applicable-Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and-to admit authorized inspectors on,premises and in buildings)for necessary Inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 2i0.45 of the.New York State PenalLaw. Application Submitted By(print name): V,U� , ❑Authorized Agent Owner Signature of Applicant: L Date: ► '1 a,12.5� C� STATE OF NEW YORK) SS: 'J COUNTY OF 5u-F0 K ) Rn)l and M • Gka 4 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the V WV)2F, (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of j_C1ir1 U a rv _ 20 25 �,:�acw �X_Ijww &ary Public TPA EY L. EDWYER PROPERTY OWNER AUTHORIZATIOI�°T,i ' N0.IC,STATE OF NEW YORK O.Oi DWf,3fx6900 (Where the applicant is not the owner) C ^!1%.L)F-lEr 14 31 IFFOLK COUNTY omml­s!ot.I F);pjqus JUNE 30,2L)d(p (, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 800 -AN HOR"I" ONS "' C W ALL KFENCto ON CON ' 36 � ExsT•O� 3OUTHOLD NY 11971 g°A2 .o' Plot Plan 3� Map: 1000 Section: 063.00 Block: 01.00 Lot: 009.000 Building ExST'cU� Footprint 29.12' � � Existing Rebuilt Proposed Total p N Lot 41,537 s.f. --- --- 411,537 s.f. --- 6, EXISTING Two-StoryHouse 1 202 s.f. --- --- 1 202 s.f. 1,202 s.f. GARAGEun 0 � Porch --- 678 s.f. --- 678 S.f. 678 s.f. EXST. KA3� ten° e Gara 984 s.f. --- --- 984 s.f. 984 s.f. DRIVEWAY EXST g O �° O COVER METAL ` J Mobile Home 840 s.f. --- --- 840 s.f. 840 s.f. ° Temp. Office 431 s.f. --- --- 431 s.f. 431 s.f. U0 0 1 N 0 OVER olvc. J Total: 4,135s.f. /� DST. XST. URB 1 Zoning - Town of Southold rl Existing Proposed � 1 �ME EREX CTRIC EXST. CON . � O Zone: Residential - A Requ ed g p COVER ' --- 26.66' EXST. RCA DRIVEWAY Height Max. 35 5 O EXST. PORCH TO Front Yard Min. --- 24.14' --- -n 1 BE REMOVED Front Yard (Porch) Min. --- 14.6 _ ExsT. corn. PROPOSED FOUNDA ` " z Q Side Yard Min. 20 77.32 --- � 0 OVER _, , REPLA CEME D REPAIR 22' Side Yard (Porch) Min. 20' 68.39' --- �, i TO EXI G 2 STORY 1� ' Combined Side Yard Min. 40' 217.5' --- ExST. CONC. \'� ME DWELLING g �' c� Rear Yard Min. 70' 89.36' --- i COVER �a 29.1 Lot Coverage Max. 30% 9.9% --- N EXISTING Q p TEMPORARY OFFICE PROPO ED CELLAR c� °°\ Z�•1� t cJ' ENTRA CE 0 0 . r In List aw g O D A001 Plot Plan. i 0- PREVIOUSLYREMOVED N E E A002 State Notes �z WRAP-AROUND PORCH TO o z A A o .� BE REBUILT °EXST. WELL A003 General Notes v v i A101 Foundation Plan and Details A 102 Floor Plans U ct o A 103 Attic and Roof Plans A 104 Elevations A 105 Elevations , �X��• EX N a ` � Energy Compliance Statement >> 8, 4 3. 9 U o � 3 To the best of my knowledge, belief, and professional judgement, these places i Z° Cn nd/ors ecific io p ns are in com liance with the 2018 I.E.C.0 & 2020 S� 1 EXST. RCA DRIVEWAY ` a p at � , IXISTING � N.Y.S.E.C.C. " N MOBILE HOME cc Design Criteria \ � ° There plans are designed in accordance with the codes listed below. These plans Z . shall be used as a guide in conjunction with these codes and manuals. Where �� O 4' a .� there is a discrepancy between the plans and code, the code shall supercede. Building Code of New York State (2020) Residential Code of New York State (2020) \� O 9. 9' Existin Buildin 7 Code of New York State (2020) �\ OZ �` c O1 •� g l� � �9 (,3 � Q Plumbing Code of New York State (2020) \ 7 w ' 9 Mechanical Code of New York State (2020) \ `' o Energy Conservation Construction Code of New York State (2020) \\ �' R�F��c� �1, � Fire Code of New York State (2020) \ ,� g Mechanical Code of New York State (2020) \ O o 00 w e o o Fuel Gas Code of New York State (2020) \\� °ExsT. WELL z N Property Maintenance Code of New York State (2020) Wind Speed (3 Sec. Gust): 130 M.P.H. Ln Exposure: 'B' \ � o Structure Type: Enclosed x yp \ Table R3 01 .2 (1 ) Climactic and Geographic Design Criteria00 ° Wind Design Ice Barrier \ ° Ground Snow g Seismic Design Subject to Damage From Winter Design Air Freezing Mean Annual 3 Underlayment Flood Hazards Q Load Speed (MPH) Topographic special Wind Windbome Debris Category Weathering Frost Depth Termite Temp. Required Index Temp. o / _ Effects Region Zone 20 psf 130 No No 1 Mile from Coast B Severe B.O.F. 3' Moderate to Heavy See Below Yes See FIRM Map Examainerll l0ffice 510ans F O �. Manual J Design Criteria PLOT PLAN 7 H g � Heating Temperature SCALE: 1/16" 0 C) Elevation Latitude Winter Heating Summer Cooling Altitude Factor Indoor Design Temperature Design Temperature Cooling / Difference 1 108 FT 410 N 15° F 86° F 1.00 70° F 75 ° F 55° F cn ' F•• i Cooling Temperature Difference Wind Velocity Heating Wind Velocity Cooling Coincident Wet Bulb Daily Range Winter Humidity Summer Humidity ___ t� Z ., 11 ° F 15 MPH 7.5 MPH 72° F Medium (M) 40% 32 gr @ 50% RH --- Q � - _ 2020 - RESIDENTIAL CODE OF NEW YORK STATE SECTION 314-SMOKE ALARMS R317.1.3 GEOGRAPHICAL AREA N1103.3.2 SEALING(MANDATORY) E3901.3.1 OTHER OUTLETS PROHIBITED Exception:A receptacle outlet shall not be required for the servicing of R314.2 WHERE REQUIRED In geographical areas where experience has demonstrated a specific need, Ducts,air handlers and filter boxes shall be sealed. Joints and seams shall The two or more small-appliance branch circuits specified in Section E3901.3 evaporative coolers. SECTION R303-LIGHT,VENTILATION,AND HEATING PP • P T Smoke alarms shall be provided in accordance with this section. approved naturally durable or pressure-preservative-treated wood shall be comply with either the International Mechanical Code or Section M1601.4.1 of this shall serve no other outlets. R303.4 MECHANICAL VENTILATION used for those portions of wood members that form the structural supports of code,as applicable. I R314.2.1 NEW CONSTRUCTION Exceptions: /� Where the air infiltration rate of a dwelling unit is 5 air exchanges per hour or less buildings,balconies,porches or similar permanent building appurtenances Exceptions: r/f/ where tested with a blower door at a pressure of 0.2 inch W.C. in accordance with Smoke alarms shall be provided in dwelling units. when those members are exposed to the weather without adequate protection 1. A receptacle installed solely for the electrical supply to and support of an R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS Section N1102.4.1.2,the dwelling unit shall be provided with a whole-house from a roof,eave,overhang or other covering that would prevent moisture or 1. Air-permeable spray foam products shall be permitted to be applied without electric clock in any rooms specified in Section E3901.3 mechanical ventilation in accordance with Section M1505.4. water accumulation on the surface or at joints between members.Depending additional joint seals. 2. Receptacles installed to provide power for supplemental equipment and Existing dwellings undergoing repair,alteration,change of occupancy, on local experience,such members may include: 2. For ducts havinga static pressure classification of less than 2 inches of water lighting on as-fired ranges,ovens and counter-mounted cooking units. R303.7 INTERIOR STAIRWAY ILLUMINATION addition or relocation shall be provided with smoke alarms as required by � g gg column,additional closure systems shall not be required for continuously Interior stairways shall be provided with an artificial light source to illuminate the Appendix J. 1. Horizontal members such as girders,joists and decking. welded joints and seams,and locking-type joints and seams of other than the landings and treads.The light source shall be capable of illuminating treads and R314.2.3 ATTACHED GARAGES 2. Vertical members such as posts,poles and columns. snap-lock and button-types. E3901.3.2 LIMITATIONS landings to levels of not less than 1 foot-candle as measured at the center of treads 3. Both horizontal and vertical members. Receptacles installed in a kitchen to serve countertop surfaces shall be supplied and landings.There shall be a wall switch at each floor level to control the light Heat detection rated for ambient outdoor temperatures shall be installed in N1103.3.2.1 SEALED AIR HANDLER P P PP source where the stairwayhas six or more risers. new garages that are attached to or located within new and existing dwellings. by not less than two small-appliance branch circuits,either or both of which Air handlers shall have a manufacturer's designation for an air leakage of no shall also be permitted to supply receptacle outlets in the same kitchen and in Heat detection shall be installed in a central location and in accordance with SECTION 905-REQUIREMENTS FOR ROOF COVERING more than 2 percent of the design air flow rate when tested in accordance P pP Y p R303.10 REQUIRED HEATING P g the manufacturer's instructions. R905.1 ROOF COVERING APPLICATION with ASHRAE 193. other rooms specified in Section E3901.3.Additional small-appliance branch Where the winter design temperature in Table R301.2(1)is below 60 degrees F, R314.3 LOCATION circuits shall be permitted to supply receptacle outlets in the kitchen and other every dwelling unit shall be provided with heating facilities capable of maintaining a Roof coverings shall be applied in accordance with the applicable provisions of this NI 103.3.3 DUCT TESTING(MANDATORY) rooms specified in Section E3901.3.A small-appliance branch circuit shall not room temperature of not less than 68 degrees F at a point 3 feet above the floor and 2 Smoke alarms shall be installed in the following locations: section and the manufacturer's installation instructions.Unless otherwise specified in Ducts shall be pressure tested to determine air leakage by one of the following serve more than one kitchen. feet from exterior walls in habitable rooms at the design temperature.The installation 1. In each sleeping room. this section,roof coverings shall be installed to resist the component and cladding methods: E3901.4 COUNTERTOP AND WORK SURFACE RECEPTACLES of one or more portable space heaters shall not be used to achieve compliance with loads specified in Table R301.2(2),adjusted for height and exposure in accordance 1. 2.Outside each separate sleeping area in the immediate vicinity of the with Table fed n 3 Rough-In Test:Total leakage shall be measured with a pressure differential In kitchens.Pantries,breakfast rooms,dining rooms and similar areas of the dweeling this section. bedrooms. ( ) of 0.1 inch w.g.across the system,including the manufacturer's air handler unites,receptacle outlets for countertop spaces shall be installed in accordance with R905.2 ASPHALT SHINGLES enclosure if installed at the time of the test.All registers shall be taped or Section E3901.4.1 through E3901.4.5 3. On each additional story of the dwelling,including basements and habitable g P g attics and not including crawls aces and uninhabitable attics.In dwellings or The installation of asphalt shingles shall comply with the provisions of this section. otherwise sealed during the test. SECTION R306-ACCESS AND SERVICE SPACE g P g E3901.4.1 WALL COUNTERTOP SPACE dwelling units with split levels and without an intervening door between the R905.2.5 FASTENERS 2.Postconstruction Test:Total leakage shall be measured with pressure R306.1 ACCESS A receptacle outlet shall be installed at each wall countertop space 12 inches or adjacent levels,a smoke alarm installed on the upper level shall suffice for Fasteners for asphalt shingles shall be galvanized steel aluminum or copper differential 0.1 inch w.g. across the entire system,including the Cn P g g PP wider.Receptacle outlets shall be installed so that no point along the wall line is Z Appliances,control devices,heat exchangers and HVAC system components that the adjacent lower level provided that the lower level is less than one full manufacturers air handler enclosure.Registers shall be taped or otherwise roofing nails,minimum 12-gage shank with a minimum 3/8 inch diameter head, g P more than 24 inches,measured horizontally from a receptacle outlet in that O utilize energy shall be accessible for inspection,service,repair and replacement story below the upper level. complying with ASTM F 1667,of a length to penetrate through the roofing sealed during the test. space. j without disabling the function. p a fire-resistant-rated assembly or removing 4.Smoke alarms shall be installed not less than 3 feet horizontally from the door materials and not less than'/4 inch into the roof sheathing.Where the roof Exception:A duct air leakage test shall not be required where the ducts and r permanent construction other appliances,venting systems or any other piping or , Exception:Receptacle outlets shall not be required on a wall directly 5 0 or opening of a bathroom that contains a bathtub or shower unless this would sheathing is less than /4 inch thick,the fasteners shall penetrate through the air handlers are located entirely within the building envelope. ducts not connected to the appliance being inspected,serviced,repaired or replaced. prevent placement of a smoke alarm required by Section R314.3. sheathing. behind a range,counter-mounted cooking unit or sink in the installation A level working space not less than 30 inches deep and the height of the appliance, N1103.3.4 DUCT LEAKAGE(PRESCRIPTIVE) described in Figure E3901.4.1. CA •- but not less than 30 inches,is present at the front or service side of the appliance with R314.3.1 INSTALLATION NEAR COOKING APPLIANCES R905.2.6 ATTACHMENT The total leakage of the ducts,where measured in accordance with Section E3901.4.2 ISLAND COUNTERTOP SPACES EW-, U the door open. Smoke alarms shall not be installed in the following locations unless this Asphalt shingles shall have a minimum number of fasteners required by the N1103.3.3,shall be as follows: At least one receptacle outlet shall be installed at each island countertop space Z Q R306.2 APPLIANCES IN ROOMS would prevent placement of a smoke alarm in a location required by Section manufacturer,but not less than four fasteners per strip shingle or two fasteners 1. Rough-in Test:The total leakage shall be less than or equal to 4 cubic feet per with a long dimension of 24 inches or greater and a short dimension of 12 W R314.3. per individual shingle. Where the roof slope exceeds 21 units vertical in 12 units Rooms containing appliances shall be provided with a door and an unobstructed minute per 100 square feet of coniditoned floor area where the air handler is inches or greater. horizontal(21:12),shingles shall be installed as required by the manufacturer. passageway measuring not less than 36 inches wide and 80 inches high. 1. Ionization smoke alarms shall not be installed less than 20 feet horizontally installed at the time of the test.Where the air handler is not installed at the E3901.4.3 PENINSULAR COUNTERTOP SPACES W Exception:Within a dwelling unit, appliances installed in a compartment, from a permanently installed cooking appliance. SECTION R406-FOUNDATION WATERPROOFING AND DAMP PROOFING time of the test,the total air leakageshall be less than or equal to 3 cubic feet Z lx At least one receptacle outlet shall be installed at each peninsular countertop W alcove,basement or similar space shall be accessed by an opening or door and an 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING per minute per 100 square feet of conditioned area. P P P W less than 10 feet horizontal) from a permanently installed cooking appliance. 2. Postconstruction Test: Total.air leakage shall be less than ore equal to 4 cubic space with a long dimension of 24 inches or greater and a short dimension of 12 U unobstructed passageway measuring not less than 24 inches wide and large enough to Y P Y g PP Except where required by Section R406.2 to be waterproofed,foundation walls that g q inches or greater.A peninsular countertop it measured from the connecting +� allow removal of the largest appliance in the space provided that a level service space 3. Photelectric smoke alarms shall not be installed less than 6 feet horizontally retain earth and enclose interior spaces and floors below grade shall be dampproofed feet per minute per 100 square feet of conditioned floor area. edge. `�not less than 30 inches deep and the height of the appliance,but not less than 30 from a permanently installed cooking appliance. from the higher of(a)the top of the footing or(b)6 inches below the basement floor, NI 103.3.5 BUILDING CAVITIES(MANDATORY) QE3901.4.4 SEPARATE SPACES inches,is present at the front or service side of the appliance with the door open. R314.4 INTERCONNECTION to the finished grade.Masonry walls shall have not less than 3/8 inch Portland cement parging applied to the exterior of the wall.The parging shall be dampproofed Building framing cavities shall not be used as ducts or plenums. Countertop spaces separated by range tops,refrigerators,or sinks shall be Where more than one smoke alarm is required to be installed within an individual in accordance with one of the following: NI 103.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY) considered as separate countertop spaces in applying the requirements of SECTION R310-EMERGENCY ESCAPE AND RESCUE OPENINGS dwelling unit in accordance with Section R314.3,the alarm device shall be Sections E3901.4.1,E3901.4.2,and E3901.4.3.Where a range, R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED 1. Bituminous Coating Mechanical system piping capable of carrying fluids above l05 degrees F or below g N N interconnected in such a manner that the actuation of one alarm will activate all of the counter-mounted cooking unit or sink is installed in an island or peninsular O o 55 degrees F shall be insulated to a minimum of R-3. N N Basements,habitable attics and every sleeping room shall have not less than one alarms in the individual dwelling unit.Physical interconnection of smoke alarms shall 2.Three pounds per square yard of acrylic modified cement. countertop and the depth of the countertop behind the range,counter-mounted „� not be required where listed wireless alarms are installed and all alarms sound upon N1103.4.1 PROTECTION OF PIPING INSULATION operable emergency escape and rescue opening.Where basements contain one or q P 3. One-ei th-inch coat of surface bonding cement complyingwith ASTM C cooking unit,or sink is less than 12 inches,the range,counter-mounted cooking p o a) P g Y P P g• 2� g ^ � M ,...� o activation of one alarm. 887 Pi in insulation ex osed to the weather shall be protected from damage, unit,or sink has divided the countertop space into two separate countertop 1-�-� o Z more sleeping rooms,an emergency escape and rescue opening shall open directly Piping P P into a public way,or to a and or court that opens to a public way See code section Exception: Smoke alarms and alarms installed to satisfy R314.4.1 shall not be including that caused by sunlight,moisture,equipment maintenance and wind,and spaces as defined in Section E3901.4.4.Each separate countertop space shall N P Y� Y P P Y- 4.Any material permitted for waterproofing in Section R406.2. for exceptions. required to be interconnected to existing smoke alarms where such smoke shall provide shielding from solar radiation that can cause degradation of the comply with the applicable requirements of this section. .. E E Q 0 >alarms are not interconnected or where such new smoke alarm or alarm is not 5. Other approved methods or materials. material.Adhesive tape shall not be permitted. E3901.4.5 RECEPTACLE OUTLET LOCATION U E s C Z R310.2.1 MINIMUM OPENING AREA capable of being interconnected to the existing smoke alarms. Exception:Parging of unit masonry walls is not required where a material is N1103.5 SERVICE HOT WATER SYSTEMS Receptacle outlets shall be located not more than 20 inches above the .f.J v Emergency and escape rescue opening shall have a net clear opening of not less than approved for direct application to the masonry. -" R315.5 COMBINATION ALARMS PP PP mY a rA 5.7 square feet.The net clear dimensions required by this section shall be obtained by Energy conservation measures for service hot water systems shall be in accordance countertop.Receptacle outlet assemblies installed in countertops shall be listed V the normal operation of the emergency escape and rescue opening from the inside. Combination smoke and carbon monoxide al rms shall be permitted to be used in Concrete walls shall be dampproofed by applying any one of the listed with Sections N1103.5.1 through N1103.5.4. for the application.Receptacle outlets shall not be installed in a face-up position The net clear height opening shall be not less than 24 inches and the net clear width lieu of smoke alarms. dampproofing materials or any one of the waterproofing materials listed in in the work surfaces or countertops.Receptacle outlets rendered not readily . r--1 g P g N1103.5.1 HEATED WATER CIRCULATION AND TEMPERATURE Ua shall be not less than 20 inches-See code section for exceptions. Section R406.2 to the exterior of the wall. accessible by appliances fastened in place,aplliance garages,sinks or rangetops Ln P MAINTENANCE SYSTEMS(MANDATORY) 1 .M R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING as addressed in Section E3901.4.1,or appliances occupying dedicated space (� O R310.2.2 WINDOW SILL HEIGHT SECTION 315-CARBON MONOXIDE.ALARMS Heated water circulation systems shall be in accordance with Section shall be considered as these required outlets. �- � Where a window is provided as the emergency escape and rescue opening,it shall In areas where a high-water table or other severe soil-water conditions are known to R1103.5.1.1.Heat trace temperature maintenance systems shall be in accordance P g Y PR315.2 WHERE REQUIRED exist exterior foundation walls that retain earth and enclose interiors aces and floors with Section R1103.5.1.2.Automatic controls temperature sensors and pumps shall Exception:Receptacle outlets shall be permitted to be mounted not more � Z � �` Q have a sill height not more than 44 inches above the floor;where the sill height is Carbon Monoxide Detectors shall be provided in accordance with Section 915 of the below grade shall be waterproofed from the higher of(a)the top of the footing or(b) be accessible.Manual controls shall be readil accessible. P P than 12 inches below the countertop in construction designed for the - �` ; 11 below grade,is shall be provided with a window well in accordance with Section Y physically impaired and for the island and peninsular countertops where r1 w �.,. , Fire Code of New York State. 6 inches below the top of the basement floor,to the finished grade.Walls shall be � X, ,. .U,, W waterproofed in accordance with one of the following: the countertop is flat across the entire surface and there are no means to o10 a. U, ,-•1 ;1! � is LL FIRE CODE Section 915.3.1 rP g: � u R310.2.5 REPLACEMENT WINDOWS SECTION E3901 -RECEPTACLE OUTLETS mount a receptacle within 20 inches above the countertop,such asin an •� o� rU Carbon Monoxide detection shall be installed in residential buildings and 1. Two-ply hot mopped felts. overhead cabinet.Receptacles mounted below the countertop in accordance c, A', P Replacement windows installed in buildings meeting the scope of this code shall be g p P g p g E3901.1 GENERAL �e P g S P commercial buildin sin all rooms,occu fables aces dwellin units slee in areas 2. Fifty-five-pound roll roofing. with this exception shall not be located where the countertop extends more C) � exempt from the maximum sill height requirements of Section R310.1 and Sections and sleeping units that contain a fuel-burning appliance. 3. Six-mil polyvinyl chloride. Outlets for receptacles rated at 125 volts, 15-and 20-amperes shall be provided in than 6 inches beyond its support base. LA R310.2.1 and R310.2.2,provided the replacement window meets the following accordance with Sections E3901.2 through E3901.11.Receptacle outlets required by E3901.5 APPLIANCE RECEPTACLE OUTLETS ct l� conditions: Exception: 4.Six-mil polyethylene. this section shall be in addition to any receptacle that is: 1. The replacement window is the manufacturer's largest standard size window 5. Forty-mil mil polymer-modified asphalt. 1. Part of a luminaire or appliance; Appliance receptacle outlets installed for specific appliances,such as laundry P g rtY- P Y P 0 a) that will fit within the existing frame or existing rough opening.The 1.In sleeping areas and sleeping units where a fuel-burning appliance is PP equipment,shall be installed within 6 feet of the intended location of the 00 = located in an attached bedroom,utility room closet 6. Sixty-mil flexible polymer cement. 2.Located within cabinets or cupboards; a liance. w replacement window of the same operating style as the existing window or a ty ,or space,a carbon PP •U 110 o0 style that provides for an equal or greater opening area then the existing monoxide detector shall be installed in a central or otherwise approved 7. One-eighth-inch cement based,fiber-reinforced,waterproof coating. 3. Controlled by a wall switch in accordance with Section E3903.2,Exception 1; E3901.6 BATHROOM 00 V) location in the sleeping area or sleeping unit. or o window. 8. Sixty-mil solvent-free liquid-applied synthetic rubber. At least one wall receptacle outlet shall be installed in bathrooms and such O 2.In dwelling units and sleeping units where a fuel-burning appliance is P � = 2. The replacement window is not part of a change of occupancy. located in a kitchen or kitchenette,a carbon monoxide detector shall be Exception: Organic-solvent-based products such as hydrocarbons, 4.Located over 5.5 feet above the floor. outlet shall be located within 36 inches of the outside edge of each lavatory 6 .0 R310.5 DWELLING ADDITIONS installed outside the sleeping areas and within 10 feet of the entrance to the chlorinated hydrocarbons,ketones and esters shall not be used for ICF walls Permanently installed electric baseboard heaters equipped with factory-installed basin.The receptacle outlet shall be located on a wall or partition that is a) .- Z to sleeping areas. with expanded polystyrene form material.Use of plastic roofing cements, receptacle outlets,outlets provided as a separate assembly by the baseboard adjacent to the lavatory basin location,located on the countertop,or installed on Where dwelling additions occur that contain sleepin;rooms,an emergency escape acrylic coatings,latex coatings,mortars and pargings to seal ICF walls is manufacturer shall be permitted as required outlets or outlets for the wall space the side or face of the basin cabinet.The receptacle shall be located not more and rescue opening shall be provided in each new sleeping room.Where dwelling permitted.Cold-setting asphalt or hot asphalt shall conform to Type C of utilized b such permanently installed heaters. Such receptacle outlets shall not be than 12 inches below the top of the basin. '� SECTION R317-PROTECTION OF WOOD AND WOOD-BASED P g P P YP Y P Y P N additions occur that have basements,an emergency escape and rescue opening shall ASTM D 449.Hot asphalt shall be applied at a temperature of less then 200 connected to the heater circuits. 210.52 be provided in the new basement. PRODUCTS AGAINST DECAY P pp P ( ) Receptacle outlets shall not be installed in the face-up position in the work degrees F. E3901.2 GENERAL surfaces or countertops in a bathroom basin location.Receptacle outlet Exceptions: R317.1 LOCATION REQUIRED All joints in membrane waterproofing shall be lapped and sealed with an assemblies installed in countertops shall be listed for the application. Protection of wood and wood-based products from decay shall be provided in the In every kitchen,family room,dining room,living room,parlor,library,den,sun � � l. An emergency escape and rescue opening is not required in a new basement P Y P adhesive compatible with the membrane. E3901.7 OUTDOOR OUTLETS � � following locations b the use of natural) durable wood or wood that is room,bedroom,recreation room,or similar room or area of dwelling units,receptacle that contains a sleeping room with an emergency escape and rescue opening. g Y Y outlets shal be installed in accordance with the general provisions specified in Not less than one receptacle outlet that is readily accessible from grade level and � � 2. An emergency escape and rescue opening is not required in a new basement Preservative-treated in accordance with AWPA U1. g p P P Y g Q g Y p P g q SECTION N1103-SYSTEMS Sections E3901.2.1 through E3901.2.3 (See figure E3901.2) located not more than 6 feet,6 inches above grade,shall be installed outdoors at .-+ y where there is an emergency escape and rescue opening in an existing 1. Wood Joists or the bottom of wood structural floor when closer then 18 the front and back of each dwelling unit having direct access to grade level. = inches or wood rrders when closer than 12 inches to the ex osed round or N1103.1 CONTROLS MANDATORY E3901.2.1 SPACING g g P�' � cd basement that is accessible from the new basement. g P g ( ) Balconies,decks,and porches that are accessible from inside of the dwelling � crawlspaces or unexcavated area located within the periphery of the building At least one thermostat shall be provided for each separate heating and cooling Receptacles shall be installed so that no point measured horizontally along floor unit shall have at least one receptacle outlet installed within the perimeter of the O rl" foundation. s stem. line of any wall space is more than 6 feet from a receptacle outlet. o SECTION R311 -MEANS OF EGRESS y balcony,deck,or porch. The receptacle shall be located not more than 6 feet,6 ,6 2. Wood framing members that rest on concrete or masonry exterior foundation N1103.1.1 PROGRAMMABLE THERMOSTAT E3901.2.2 WALL SPACE inches above the balcony,deck,or porch surface. MO r--a x R311.1 MEANS OF EGRESS walls and are less than 8 inches from the exposed ground. As used in this section a wall space shall include the following: E3901.8 LAUNDRY AREAS w O The thermostat controlling the primary heating or cooling system of the P g � o Dwellings shall be provided with a means of egress in accordance with this section. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with dwellin unit shall be capable able of controlling the heatin and cooling system on a 1. An space that is 2 feet or more in width including space measured around Not less than one receptacle outlet shall be installed in areas designated for the o g P g g g Y Y P g P P g O 00 The means of egress shall provide a continuous and unobstructed path of vertical and the ground unless separated from such slab b an impervious moisture barrier. o i�' P Y P daily schedule to maintain different temperature set points at different times of corners,and that is unbroken along the floor line by doorways and similar installation of laundry equipment. 00 O � horizontal egress travel from all portions of the dwelling to the required egress door Z kn 4.The ends of wood girders entering exterior masonry or concrete walls having the day.This thermostat shall include the capability to set back or temporarily openings,fireplaces,and fixed cabinets. o without requiring travel through a garage.The required egress door shall open , E3901.9 BASEMENTS,GARAGES AND ACCESSORY BUILDINGS � clearances of less than h inch on tops,sides and ends. operate the system to maintain zone temperatures down to 55 degrees F or up to +, N directly into a public way or to a yard or court that opens to a public way. 2. The space occupied by fixed panels in exterior walls,excluding sliding 85 degrees F.The thermostat shall initially be programmed by the manufacturer Not less than one receptacle outlet,in addition to any provided for specific � L>? 0 5. Wood siding,sheathing and wall framing on the exterior of a building having panels. .U r_ R311.7.5 STAIR TREADS AND RISERS with a heating temperature set point no higher than 70 degrees F and a cooling equipment,shall be installed in each separate unfinished portion of a basement, o O a clearance of less than 6 inches from the ground or less than 2 inches 3. The s ace created b fixed room dividers such as railin s and freestandin,, in each attached garage,and in each detached garage or accessory building that P-� Q '"a R311.7.5.1 RISERS temperature set point no lower than 78 degrees F. P Y g b V, measured vertically from concrete steps,porch slabs,patio slabs and similar bar-type counters. is provided with electrical power.The branch circuit supplying the receptacle(s) 0 The riser height shall be not more than 8 '/4 inches.The riser shall be measured horizontal surfaces exposed to the weather. N1103.1.2 HEAT PUMP SPPLEMENTARY g E3901.2.3 FLOOR RECEPTACLES in a garage shall not supply outlets outside of the garage and not less than one O vertically between leading edges and adjacent treads.The greatest riser height 6. Wood structural members supporting moisture permeable floors or roofs that Heat pumps having supplementary electric-resistance heat shall have controls receptacle outlet shall be installed for each motor vehicle space. ,`t within any flight of stairs shall not exceed the smallest by more than 3/8 inch. are exposed to the weather,such as concrete or masonry slabs,unless that,except during defrost,prevent supplemental heat operation when the heat Receptacle outlets in floors shall not be counted as part of the required number o Risers shall be vertical or sloped from the underside of the nosing of the tread um compressor can meet the heating load. of receptacle outlets except where located within 18 inches of the wall. E3901.10 HALLWAYS o P g separated from such floors or roofs by an impervious moisture barrier. P P P g 00 above at an angle not more than 30 degrees from the vertical.Open risers shall E3901.2.4 COUNTERTOP RECEPTACLES Hallways of 10 feet or more in length shall have at least one receptacle outlet. un 7. Wood furring strips or other wood framing members attached directly to the N1103.2 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK T� pp be permitted provided that the openings located more than 30 inches,as The hall length shall be considered the length measured along the centerline of V 1 measured vertically,to the floor or grade below do not permit the passage of a 4 interior of exterior masonry walls or concrete walls below grade except where Hot water boilers that supply heat to the building through one-or two-pipe heating Receptacles installed for countertop surfaces as specified in Section E3901.4 the hall without passing through a doorway. [�] inch diameters here. an approved vapor retarder is applied between the wall and the furring strips systems shall have an outdoor setback control that lowers the boiler water shall not be considered as the receptacles required by Section E3901.2. 03 p or framing members. E3901.11 FOYERS P__. �. g temperature based on the outdoor temperature. Exceptions: R317.1.1 FIELD TREATMENT N1103 Foyers that are not part of a hallway in accordance with Section E3901.10 and O .3 DUCTS E3901.3 SMALL APPLIANCE RECEPTACLES that have an area that is greater than 60 square feet shall have a receptacle(s) w 1. The opening between adjacent treads is not limited on spiral stairs. Field-cut ends notches and drilled holes of preservative-treated wood shall ~J > P Ducts and air handlers shall be in accordance with Sections N1103.3.1 and In the kitchen,pantry,breakfast room,dining room,or similar area of a dwelling unit, located in each wall that is 3 feet or more in width.Doorways,door-side //��-Il Z 2.The riser height of spiral stairways shall be in accordance with section be treated in the field in accordance with AWPA M4. NI 103.3.5 (= pR311.7.10.1. two or more 20-ampere small-appliance branch circuits required by Section E3703.2, windows that extend to the floor,and similar openings shall not be considered as r_, C) R317.1.2 GROUND CONTACT N1103.3.1 INSULATION(PRESCRIPTIVE) shall serve all wall and floor receptacle outlets covered by Sections E3901.2 and wall space. W v, R311.7.5.2 TREADS E3901.4 and those receptacle outlets provided for refrigeration appliances. E--� a) All wood in contact with the ground,embedded in concrete in direct contact Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 P gE3901.12 HVAC OUTLET The tread depth shall be not less than 9 inches. The tread depth shall be with the round or embedded in concrete exposed to the weather that supports Exceptions: . � g P PP inches in diameter and greater and R-6 where less than 3 inches in diameter. P A 125-volt,single phase, I5-or 20-ampere-rated receptacle outlet shall be � measured horizontally between the vertical planes of the foremost projection of permanent structures intended for human occupancy shall be approved a� P P Y PP Supply and return ducts in other portions of the building shall be insulated to a 1. In addition to the required receptacles specified by Sections E3901.1 and installed at an accessible location for the servicing of heating,air-conditioning w adjacent treads and at a right angle to the treads leading edge.The greatest tread wood suitable for round use except that r pressure-preservative-treated g P minimum of R-6 where 3 inches in diameter or greater and R-4.2 where less E3901.2 switched receptacles supplied from a general-purpose branch circuit and refrigeration equipment.The receptacle shall not be located on the same E_ CA depth within any flight of stair shall not exceed the smallest by more than 3/8 untreated wood used entirely below groundwater level or continuously than 3 inches in diameter. tap o inch. as defined in Section E3903.2,Exception 1 shall be permitted, level and within 25 feet of the heating,air-conditioning and refrigeration V„ submerged in fresh water shall not be required to be - Z Exception:Ducts or portions thereof located completely inside the building 2. The receptacle outlet for refrigeration appliances shall be permitted to be equipment.The receptacle outlet shall not be connected to the load side of the 3 a pressure-preservative-treated. thermal envelope. HVAC equipment disconnecting means. ct Q U P supplied from an individual branch circuit rated at 15 amperes or greater. " .�,..k. .._. _ .r - TABLE 2. to FASTENING SC26 E rr t bEsciaiaTie+iat:aFeuluiaat tel=taTs T . KLAIBER AND TYPE aPAC64GANDLOCAT 4 GENERAL NOTES Table R403.1 Installation OFFAS1 NFR" CARPENTRY NOTES Ta e N1102 4 1 1 Air Barrier and Insulation _ Root a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL box(211 X,U.3i3') CODES. a. ALL WOOD SILLS,BLOCKING,NAILERS,ETC.IN CONTACT WITH Minimum Width and Thickness of Concrete Footings for Light Component Air Barrier Criteria Insulation Installation Criteria 34dc 1'4�" 01311;or Toenail MASONRY CONCRETE OR SOIL TO BE (TREATED). .to top 3-l0dl (3"x 0.l2 );Gr b. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR A.C.Q.Q ( ) Frame Construction 3 3`*€3.131„� A continuous air barrier shall be installed in the CONSTRUCTION SAFETY.CONTRACTORS AREA RESPONSIBLE FOR b. PROVIDE METAL TERMITE SHIELD AND SILL SEALER AT ALL SILL 30 psf Snow Load Load Bearing Value (PSF) building envelope.The exterior thermal envelope , r"A,0113`).orGeneral ope Air permeable insulation shall not be used as a SUCH REQUIREMENTS. PLATES. contains a continuous air barrier.Breaks in joints in 3_8dl *irn»ara(2'1,'x 0.131'),it 1,500 2,000 2,500 3,000 Requirements sealing material. 2 Ce�g�to top'P1�'s 3-1tk1 box f3„��-1=��>�". Per�.t boe C. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY. c. ALL NAILS,BOLTS,JOIST HANGERS AND FRAMING CONNECTORS IN �� �� �� r� �� �� �� �� the air barrier shall be sealed. 0-131' CONTACT WITH TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 1 Story - Slab on Grade 12 X 6 12 X 6 12 x 6 12 x 6 -1(ld bow(3"z.0.128' or d. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION „ „ „ „ „ „ „ „ rafler lap °� i ` OR INSPECTION UNDER THIS CONTRACT. d. ALL LUMBER TO BE DOUG-FIR#2 WITH Fb 875 OR APPROVED EQUAL 1 Story - with Crawlspace 13 X 6 12 X 6 12 X 6 12 X 6 The air barrier in any dropped ceiling/soffit shall be 3-16d Conran(3 r . O.16 j or.. Fp parurio=� Section '315.2 a dTab"eR80 5 �3"��131«�j „ „ „ „ „ „ „ „ aligned with the insulation and any gaps The insulation in any dropped ceiling/soffit shall be alp s gee 1 Sto - lus basement 191t x 611 141, x 61' 12„ x 611 121� x 6,1 Ceilinggosstatrachedtogerallelraf�reel,i+��I' 2 e. ALL NOTED DIMENSIONS TO TAKE PRIORITY OVER SCALED e. ALL SHEATHING TO BE'/z"CDX PLYWOOD, SECURED WITH 6d NAILS � p Ceiling/Attic in the barrier sealed.Access openings,drop down aligned with the air barrier. (sm Section RSr-5I and Table RS02 5 Z' DIMENSIONS.ANY DISCREPANCIES ON DRAWINGS ARE TO BE AT 6"ON CENTER TO INTERIOR AND INTERMEDIATE BLOCKING. 2 Story - Slab on Grade 12 X 6 12 X 6 12 x 6 12 X 6 stairs or knee wall doors to unconditioned 4-10d b f3"%0.12S.),or BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. attic space shall be sealed f. ALL SUBFLOORS TO BE 3/4"PLYWOOD SECURED WITH EXPANDING 2 Story - with Crawlspace 17" x 6" 13" X 6" 12" x 6" 12" X 6" 3-1C.ld (3":*tl.1�S°�or Face nail each,rafter f. DESIGN IN COMPLIANCE WITH 2020 BCNYS,2020 RCNYS,WFCM 2020. CONSTRUCTION ADHESIVE AND NAILS AT 6"ON CENTER. 2 Story - plus basement 23" X 6" 17" X 6" 14" X 6" 12" X 6" Cavities within corners and headers of frame walls MINIMUM BEARING FOR JOISTS BEAMS,AND STUDS TO BE 3 ''/2' F� �� n rF n �� shall be insulated by completely filling the cavity 3-.IWc nab(3 x P.I:"J; 2'toe. s to one and 1 t wil 3 Story - Slab on Grade 15 x 6 12 X 6 12 x 6 12 X 6 The junction of the foundation and sill plate shall be g 6: Rafer�iaafirmsto Vzte or �' tide ofeachraf�'o; ELECTRICAL NOTES UNLESS OTHERWISE NOTED. „ „ „ „ „ „ Walls sealed.The junction of the top plate and the top of having a thermal resistance of R 3 per inch "lf?dbe>Jc(3" ,rt.1 ;or tom' 3 Story - with Crawlspace 20 X 6 15 x 6 12 X 6 12 X 6 the exterior walls shall be sealed.Knee walls shall minimum.Exterior thermal envelope insulation for 4-3" 0,131'sr3 a. ELECTRICAL WORK SHALL COMPLY TO THE NATIONAL ELECTRICAL h. PROVIDE SOLID BRIDGING AT MIXIMUM 8'-0"SPACING IN ALL the framed walls shall be installed in substantial 3 Story - plus basement 26" x 6" 20" x 6" 16" x 6" 12" x 6" be sealed. CODE AND UTILITY COMPANY. FLOOR CONSTRUCTION. �' 11 contact and continuous alignment with the air 3-lrA cour=(3".x 0-143);or barrier. L10a1b6x(3" 0,1�'�;or 1 b. CONVENIENCE OUTLETS TO BE 18"ABOVE FINISHED FLOOR UNLESS i. INSTALL 2 x 6 COLLAR TIES AT 32"ON CENTER AT ALL ROOFS P raft rstniid „catt rrrl�prafters arr�frat3ei 4-3''�`0-131¢� OTHERWISE NOTED. UNLESS OTHERWISE NOTED.TOP OF COLALR TIE TO BE SET IN UPPER Table R40 1 .4.1 Windows, 2"udgebeano 3-161b3`/r x 0 135-j:.or". 1/3 OF THE DISTANCE BETWEEN THE BOTTOM OF THE RIDGE AND THE Skylights,and The space between window/door jambs and framing 2.1Cdc rn ztxo 'g4„ 0162'): C. PROVIDE GROUND FAULT INTERRUPTER CIRCUITS AS REQUIRED BY TOP OF THE CEILING JOISTS. p g and skylight and framing shall be sealed Presumptive Load-bearing Values of Foundation Materials Doors 3-1t�bcax(3"�.ti.l2fi'�;ar CODE. Rim Joists Rim joists shall include the air barrier Run joists shall be insulated. 3-3'y f;,13i'srai s STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR Class of Material Load Bearing Pressure (PSF) j lraarl d. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH-IN CONNECTIONS J• lErl n(3'�,":., 1E2' 'a,c•faceiiat: FOR HEATING AND AIR CONDITIONING COMPONENTS AS REQUIRED. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. Crystalline Bedrock 12,000 CUTS,BORINGS AND NOTCHES IN ENGINEERED WOOD MEMBERS ARE Floor framing cavity insulation shall be installed to 9 Stud.toand( .'atbiaredwanpil eI'') 1t�3b�c(3"�G l-'��_+� .16'o-r-{a e. PROVIDE MAINTENANCE CLEARANCE AS REQUIRED AROUND Sedimentary and Foliated Rock 4,000 maintain permanent contact with the underside of TO BE LOCATED AS LOCATED AS PER THE MANUFACTURER Floors(Including subfloor decking,or floor framing cavity insulation CIRCUIT BOX,BOILER,ETC. SPECIFICATIONS. Sandy gravel and/or gravel 3,000 above Garage and l6db y.(IVI".y 0.135"J;�" , The air barrier shall be installed at an exposed edge shall be permitted to be in contact with the to side 'Stud to stud and abutti 1 wh at intersecE4 vv2'1 cor 3"•fa.131„nai:s is o.c.fay 3a cantilevered Y p g p p £ AT LEAST ONE WALL SWITCHED CONTROLLED LIGHTING OUTLET k. STUD DRILLING AND NOTCHING TO BE IN ACCORDANCE WITH (GW and GP) of insulation. of the sheathing,or continuous insulation installed (at braced vra11 pan 1;) l6 t'3V,"r�,tt 1b') 16"o-c-face nail SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR floors)FIGURE R602.6. on the underside of floor framing;and extends from tclayey lEd (`3 x, -K 0-1f:.'� ifs"o.c.each fare Sand SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL , silty sand, sand, 2000 the bottom to the top of all perimeter floor framing C 1{t 13 header „t4 !r z 16dbox(3't,"x0.135`) 12"o.c- EGRESS. 1. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE silty gravel and clayey gravel members. 5 0 5-Sd bat(Z'/,"xfi.1131of ATTENTION OF THE ARCHITECT BEFORE CHANGES ARE MADE TO THE r1 Cmitivcnm header trt tssd gd c f" " 131s �, g. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER STRUCTURE ON SITE. (SW, SP' SM' SC, GM and GC) Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, Q, �1-I0Abv,,(3"'x 0.;12'S") TRADES Crawlspace walls covered with a Class I vapor retarder with insulation shall be permanently attached to W U 16d rotnaton(3s"x 01+62" 1t;«o c naal m. SOLID POST UNDER FULL WIDTH OF GIRDER AT EACH END. Clay, sandy clay, silty clay, 1,500 (b) overlapping joints taped. Crawlspace walls. 12 TOP plrte.to top plate 10d box(3"x 0,118),or • n. SOLID POST DOWN TO FOUNDATION OR GIRDER clayey silt, silt and sandy silt Duct shafts,utility penetrations,and flue shafts Z Q ' o=r=dice nail PLUMBING NOTES Shafts, 3�a-f1.131" �- CL ML MH and CH opening to exterior or unconditioned space shall be o. ALL HEADERS TO BE(2)2 x 10 UNLESS OTHERWISE NOTED. ' ' ' Penetrations sealed. S-16dmnnt;3 ta".x0..1+E2"1„'or F, eirar3aaeardr sidersfend- a. PLUMBING WORK TO CONFORM TO STATE AND LOCAL CODES. '13 actable to plate splice 12-16d t (3'1, l 13`�j t Z4"lair splice 1e ALL LAMINATED GIRDERS TO BE 2.0E GP LVL OR APPROVED EQUAL. a)When Soil tests are required by Section R401.1,the allowable bearing capacities of the soil Batts in narrow cavities shall be cut to fit,or narrow 12 ltui b (3" o-12S b. PROVIDE SHUTOFF VALVES ON ALL SUPPLY LINES AT ALL p' Q ea& ofend,Po?� shall be part of the recommendations. Narrow Cavities cavities shall be filled by insulation on installation � FIXTURES. q. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. readily conforms to the available cavity space. JAULE �L'A'q Fnue c. INSULATE ALL SUPPLY LINES. r. FIRE BLOCKING TO BE INSTALLED AS PER R302.11 AND R602.8 b)Where in-place soils with allowable bearing capacity of less then 1,500 psf are likely to be W FASTENING SC0OLE resent at the site the allowable bearing capacity shall be determined be a soils investigation. Garage Separation Air sealing shall be provided between the garage (� 1TiW 9E$MPT1Off OF0U"lNGELEMfXTa tlu�+eErt AND TYPE OFFASTEte�•{ SPACINGA#tn LOCATION d. PROVIDE FROST-PROOF HOSE BIBS AS PER PLAN,MINIMUM TWO PER WHEREVER FRAMING CAVITIES ARE EXPOSED AS PART OF THE SCOPE p � g p � g g p and conditioned spaces. lfrd coon. 3'dp"x q.162 1 1 E"o.� n RESIDENCE. OF WORK. Q Batt—PL-sea-to jta 6nsicist,-batdjos's#o� Recessed light fixtures installed in the building Recessed light fixtures installed in the building 14 1,1cFekirrg(not art � ) lddboa_(3'.ft",k 1)335)_vr 12"gip.fie e. PIPING PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES ARE TO Table R402.2 Recessed Lighting thermal envelope shall be sealed to the all. thermal envelope shall be air tight and IC rated. 31 x 0131 n.tA: P d)'v P g COMPLY WITH 2O20 BCNYS SECTION 714. ROOFING/SIDING NOTES �_1� ;;r���.1���;�. � .1�•�.�.���ail Minimum Specified Compressive Strength of Concrete 15 Bottamplate to,1n' li�nj6rst,baod*gor 2-164casanvsu(37'.x 4,162).'vu 2,enh ltx"Qe lice wil f. PIPE PENETRATIONS THOUGH FOUNDATION WALL ARE TO BE a. ROOF COVERING MATERIALS ARE TO COMPLY WITH 2O15 IRC Batt insulation shall be cut neatly to fir around blocking xF bracea gall saaell �� 131"nail 4ea At.6` fit-o-iail Minimum Specified Compressive Strength wiring and plumbing in exterior walls,or insulation COVERED WITH A SLEEVE TWO PIPE SIZES BIGGER THEN THE PIPE CHAPTER 9. Type or Locations of Concrete Plumbing and 41dtox -°,'" 0f 113');or that on installation readily conforms to available 31 I�».;�®'135 br PASSING THROUGH IT. Construction Weathering Potential Wiring N N z ') b. ASPHALT SHINGLE UNDERLAYMENT TO COMPLY WITH R905.2.3. space shall extend behind piping and wiring . o 0 cGt "' t2!fx" D 13$ 'Pr =TOEd CLOTHES DRYER EXHAUST TO BE INSTALLED AS PER SECTION SELF-SEALING STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2.4 Negligible Moderate Severe N N 4-10abox(3"�p.l2fs ar g � 70) 131"z , M1502-DRYER TO HAVE AN INDEPENDENT VENT TO OUTSIDE AIR AND AND R905.2.5.FOR ROOF SLOPES BETWEEN 2/12 AND 4/12 DOUBLE o a Tres tottampldde to stud Basement walls, foundations and The air barrier installed at exterior walls adjacent to m r r- Shower/Tub on Exterior walls adjacent to showers and tubs shall be v� ° 3-1Edbo c ;, INSTALLED AS PER MANUFACTURER SPECIFICATIONS. UNDERLAYMENT IS REQUIRED. showers and tubs shall separate them from the p t•• t•• other concrete not exposed to 2,500 2,500 2,500 (c) Exterior wall insulated. U V Z 4'-.ft.162"�:cr showers and tubs. ,� 3 1tldtax 63".!4.133 or: - c. FOR ALL ROOF SLOPES,INSTALL AN ICE AND WATER SHIELD OF weather 3 3" t1.131"moils SITE NOTES TWO LAYERS OF UNERLAYMENT CEMENTED TOGETHER OR A Q� N 3-10dbo-(3""+3-129":or SELF-ADHESIVE POLYMER MODIFIED BITUMEN SHEET,TO EXTEND A Basement slabs and interior slabs Electrical/Phone The air barrier shall be installed behind electrical or * plates,lamatr er and" cuss ?;1�3csxnr�n(3�_"�t3,162)uor 1?�e 1 a. PITCH GRADE AWAY FROM BUILDING. MINIMUM OF 24"IN FROM LINE OF EXTERIOR WALL. on grade, except garage floor Box on Exterior communication boxes or air-sealed boxes shall be A 'g Z b. PROVIDE DRY WELLS AS REQUIRED. g � P g g 2,500 2,500 2,500 (e) Wall installed. � a 3-9dbow(.2`�'**0113'),-eor d. ALL FLASHING TO BE CORROSION RESITANT. Slabs -Sd t 2'1"�tt.131"};.� � � a IS 1"brace to eahstud'andglaie ?-8d x 125 cn-=m Face nait c. ALL TREES WITHIN FIFTEEN FEET TO BE PROTECTED AS REQUIRED. 'f e. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION HVAC Register Basement walls foundations and HVAC re islet boots that penetrate the building � d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION PROCESS SHALL TO BE IN ACCORDANCE WITH R703.2. Boots g •a--I 3 dl ss . 0.113").or other vertical concrete work envelope shall be sealed to the subfloor or drywall. BE REPLACED AS REQUIRED. 2 500 3 000 (d) 3 000 (d) �j 2-sd eon�"!,"i I�131!;iar f. WEATHER RESISTANT SIDING ATTACHMENT AND MINIMUM ' ' ' � 1� t° 6" lreattaeltearzn , snail exposed to weather - 2-Bl�bo-:('3',�.13.1_S'�or ... e. ALL CURBS,SIDEWALKS ETC.DAMAGED DURING CONSTRUCTION p When required to be sealed concealed fire staples•1"rpaa4r 1E ;11,„1 THICKNESS TO COMPLY WITH R703.4 sprinklers shall only be sealed in a manner that is TO BE REPLACED AS REQUIRED. p Y 3-Mb (2'J;"x 0.113'X or Q e. CONCEALED RAFTER SPACE ABOVE INSTULATION TO BE VENTED Porches, carport slabs and steps Concealed recommended by the manufacturer.Caulking or 3-M (20"''t1,131"`, f. ALL NEW WORK TO CONFORM TO THE REQUIREMENTS FOR AN 3,000 3,500 Sprinklers O " �,� �= Q TO EXTERIOR. exposed to the weather, and 2 500 other adhesive sealants shall not be used to fill voids I-IUbox(3 *,0.1_S�,or r---� F "I �y 3 ctaaple%1"rra-T1'16 r- I%'l ADDITION UNDER SECTION AJ501 AND AJ601 garage e floor slabs (d)(e)(f) (d)(e)(f) between fire sprinkler cover plates and walls or ��. ,,,.- �, � " Paenal g. INSTALL STEP FLASHING WHERE ROOFING MEETS WALL. g g ceilings. U r' 0 `1"x S. and wider she=hling to each hearing Wider than 1'�'S" �10 tx x , 4-8d bow(2'V x,0.1131 or, h. INSTALL FLASHING AT ALL GABLE VALLEYS(LAYOVER VALLEYS a)Strength at 28 days psi. � °�° 4 tj EXCAVATION NOTES 3-Sd ( o,„*.D•1311"Or AND TRUE VALLEYS). v h Lte 3-10d box(3",0,12S ;or Q� 11> _ 14 stele 1"erotsar It 1'r," a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND b)See Table R301.2(1)for weathering potential. i. INSTALL GALVANIZED FRAMING CONNECTORS AT ALL TRUER301 .2.1.3 >ri�r GRADES DOWN TO SPECIFIED LEVELS. Table VALLEY AND HIP CONNECTIONS. c)Concrete in these locations that may be subject to freezing and thawing during construction Uj ' *at 13");or b. ALL UNEEDED MATERIAL AND UNEXAPTABLE MATERIAL FOR Equivalent Basic Wind Speeds .o 3-.Sd r,r 131`�; shall be air-entrained concrete in accordance with Footnote d. ct 21 IcsttzrBl t�+pgateargirdes Tc�z BACKFILL TO BE LEGALLY REMOVED FROM SITE. 3 Second Gust 85 95 100 105 110 120 125 1130 140 145 150 1160 1170 3-1'x 0.131-wily c. BACKFILL SHALL BE PLACED IN 12"LIFTS AND COMPACTED TO 95% INSULATION NOTES d)Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be 0 Sd art Fastest Mile 71 76 85 90 95 104 109 114 123 128 133 142 152 OF MODIFIED PROCTOR DENSITY. a. ALL EXTERIOR WALLS,ROOFS,AND FLOORS OVER UNCONDITIONED less then 5 percent or more then 7 percent. 2, 3oz t,F ds�t nc bic `ngto a tv Sd comotan(21,0,0 x 0-131"Y or SPACES SHALL BE INSUALTED.ALL INSULATION TO BE FIBERGLASS 'l 00 plate (rtrafapplicztio al azp 10dbox ',,£I.I�'S Jx:at "o_e.toe �•/ 110 fs BATT WITH PAPER FACE UNLESS OTHERWISE NOTED.PAPER FACE TO e)See section R402.2 for maximum cementitious materials content. •r••0 00 ol 34d box C2V,'x O.11.3 f,or REINFORCING NOTES BE INSTALLED ON WARM SIDE OF CAVITY.CARE SHOULD BE TAKEN Table R3 01 .2.2.2.1 o 0 2-Sacomia��•eft'm 0,131`), TO NOT TEAR VAPOR BARRIER. f)For garage floors with a steel trowel finish,reduction of the total air content(percent by � 23 1a v!6"vul&o6 orless-toeachiai t Face nail a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN volume)to not less then 3 percent is permitted if the specified compressive strength of the Weight of Materials .� 3-lGd box(3"".1;1.1_$ rrt Z stv]65,l"cxizsan,l6 ga 1 F,"lras " DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING b. ACOUSTICAL INSULATION TO BE PROVIDED AS NOTED. t TO ASTM A 615 GRADE 60 HAVING A DESIGN STRENGTH OF 60,000 psi. concrete is increased to not less then 4,000 psi. Structural Member Dead Load (PSF) L.rn a Z TABLE n a2.311} c. PROVIDE PERIMETER INSULATION AT FOUNDATION WALLS AS an FASTENfNG SCHEDULE-conrued b. TYPICAL COVER FOR ALL REINFORCING BARS TO BE THREE(3) NOTED. Exterior light frame wood walls 15 fTEM DESCRI-PMN OF Sllikd3lNG ELEMENTl'r humBER ANDTTPE of FASTENER'°g SPA iNG AND LOCATION INCHES FOR BARS PLACED AGAINST EARTH AND TWO(2)INCHES FOR d. INSTALL BAFFLES AT AREAS OF CATHEDRAL CEILING TO ALLOW g is Exterior light frame cold-formed Fir BARS PLACED AGAINST FORMS,UNLESS OTHERWISE NOTED. 14 N 3.1bo� r VENTING. steel walls Z4 2*suhf:oor tojo-t or gander ". t B and face r� c. ALL SPLICES TO BE FORTY 40 BAR DIAMETERS MINIMUM. 25 2�planl_-(phink&beams it&ra 3t,l b �` �ii�, � Ateaab-_� faze Lit d. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST Interior light frame wood walls 10 lid ccanmon01!r .016_") � STAIR/RAILING NOTES Table R3 01.7 �+ C 3 1bd (3+e�„ o lE�'� MOVEMENT DURING CONCRETE PLACEMENT. Interior light frame cold-formed 0A -10,« r,v 0 &J,zr - , a. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH Allowable Deflection of Structural Members steel walls 5 r' 26 iB=dorriwjoi'qtojoH' sail CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS C� � 4-3'*14�-±mtagl�<'1,,« + CONCRETE NOTES AS PER R311.7.8. Structural Member Allowable Deflections 8" Thick masonry walls 80 Q " 1—� omnu ip .111' follows.ayw= 32"0� a. ALL CONCRETE TO BE 3,500 psi AT 28 DAYS UNLESS OTHERWISE b. RAILINGS TO BE 3'-0"IN HEIGHT AND HAVE A TYPE 1 HANDRAIL AS Rafters having slopes greater 6" Thick masonry walls 85 v� ladba t "� } 4"OX-f at topxi�� NOTED. PERR312.1.2. then 3/12 with no finished ceiling L/180 SIP Walls 10 p 1✓,lt- giro and beam.-,2- & r 3"r 0.13.1'nail; sta.=;ered on c ,ffte tide: b. ALL EXPOSED CONCRETE TO BE AIR-ENTRAINED. attached to rafters � Z? c. ALL MEANS OF EGRESS, STAIRWAYS AND RAILINGS MUST Exceptions: o 1a,�3 �s _� cM1M'm.(4" 0192'�' c. TOP OF EXTERIOR FOOTING TO BE MINIMUM 3'-0"BELOW GRADE, CONFORM TO R311 AND R312. 1)Roof/Ceiling dead loads not exceeding 25 psf shall not be permitted provided the wall o Face aten0_ ate splice Interior Walls and Partitions H/180 bracing amounts in Section R602.10.3 are increased in accordance with Table R602.10.3 4 3-l0dbcm(3' t?.12 �;+ar UNLESS OTHERWISE NOTED. g ( ) ....r d. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS x �=�"��•��� nsr� Floors L/360 d. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON ENCLOSED O o 4-1Cdbos(3'#s"*.0-135):or 2)Light-frame walls with stone or masonry veneer shall be permitted in accordance with the 0 3`16dc - (31f,�*C.i621-or At I tof nab e. STEP FOOTINGS AS REQUIRED.MAXIMUM STEP FOOTINGS SHALL BE SIDE WITH lh INCH GYPSUM BOARD AS PER R302.7. Ceilings with brittle finishes L/360 provisions of Section R702.1 and R703. pp Q 0�0S "Ledmer,trxprcertwg}oistsaaiaa, tllics^ (3" ` :1Z97;+or. r3fvr,Eve o ONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS Ceilings with flexible finishes L/240 � Z i 3" 131„� g 3 Fireplaces and Chimneys shall be permitted in accordance with Cha to 10. 0 2.10dbce,(3�­0.1�'5);;t2_8dc CHANGE. All other Structural Members L/240 ) p y p N 29 Bridgiatgorblorl:ibgtoi i-st , i, Each CA nail ("' t7.131;.sir�-J"�Q.131� il: f. FORMS TO REMAIN IN PLACE A MINIMUM OF THREE DAYS. .11PAcIINo OF FASTENERS Exterior Walls -wind loads (a) o p �. IDESMPT50tt tttFilirER"atiti ar,t.rrn>uuat® PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR H/360 Table R301 .5 >~ M r= Of=sMLDatcr iWs OFFASTENVe and.Cn « g FASTENER SPACING PER PANEL SPAN with Plaster or Stucco Finishp., Q {lnctres} SLABS AND WALKS ON GRADE AT 20'-0"MAXIMUM SPACING IN BOTH *roodetrrreturaiponeis•au>3tr� lG �r r,Founutotworanetsawngtotra"ngwit ic-teDoardworeneaftmotoiz �g DIRECTIONS. 2020 IRC R301.2.1.2 FASTENER TYPE <4' 4'<6' 6'<8' Exterior walls - wind loads (a) Minimum Uniformly Distributed Live Loads (PSF) ° [see Tabu Rsoz.Sl3l for gooeitrueturaana7.per rvranshea''niagtoWall ramtng] WINDBORNE DEBRIS with brittle finishes H/240 Use Live Load Dead Load (R301.4) 6rlco (2"x;t3-11g , ( ,fi , y h. PROVIDE SLEEVES IN FOUNDATION WALLNOOTING FOR ELECTRIC, ° 3a Ncl 'f�^ f1.131 F (r« j= r+ 1 6 t PLUMBING HVAC ETC. PROTECTION FASTENING #8 SCREWS 16" 10" 8" Uninhabitable attics without storage b 10 x d " ' ' SCHEDULE Exterior walls - wind loads (a) g ( ) i(2/, .t1� t= l H/120 (d) o r� . , Di e ,x (2t • 131 ., gg 1; t i. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF with flexible finishes Uninhabitable attic with limited storage 00 31 1 C*'tp" 0113"JwE(''MV 6 l2 HORIZONTAL JOINTS SHALL BE PLACED IN WALLS. THE WOOD STRUCTURAL PANEL.FASTENERS SHALL BE b 20 Ln , „_ , „ lod Common 0"%fi.1481wil;cc � 12 WOOD STRUCTURAL LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE Lintels supporting masonry L/600 O(g) The actual weights '32 1 11$ S3(2 rv^ . 331" lln ,d j. ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURAL PANELS WITH A PANEL veneer walls Habitable Attics and attics served with of materials and FINISH AND SCORING AS PER PLANS AND SPECIFICATIONS. MINIMUM THICKNESS OF 30 3 fixed stairs construction shall NOTE: L=span length H=span height l/. tinaiceIh'uaclx,arrl 1' ` `°' " k. NO CONCRETE OR MASONRY WORK SHALL BE PERFORMED IN 7/16"AND MAXIMUM C.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR p g p g B z di or T'/'°Tang 16 ga.Staple with It "o� 3 6 a)The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads be used for C1 I" ;* SPAN OF 8-0 (ONE/TWO WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT Balconies (exterior) and decks (e) 40 TEMPERATURES BELOW 40 DEGREES F.NO CONCRETE SHALL BE CAST the purpose of the determining the deflection limits herein. determining dead Q STORY APPLICATIONS) LESS THAN 2 INCHES INTO THE BUILDING FRAME. ON FROZEN SURFACES. Fire Escapes 40 1 cep. tl' '3 6 NEED TO BE PRE-CUT p load with b�aard atlxia r 1`1,"1 1+5 :t '.e r� l t " 1 cro w FASTENERS SHALL BE LOCATED NOT LESS THAN 2�"FROM b)For cantilevered members L shall be taken as twice the length of the cantilever. � 1. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN LABELED AND ' Guards and Handrails (d) 200 (h) consideration for u. 35 ,," , . 1''r" Sara rlmrkgnai.-uagle rl. 2 THE EDGE OF CONCRETE BLOCK OR CONCRETE. r t' _ 1irs�A 111"r. Type W S, PERMISSION FORM THE ARCHITECT. ATTACHMENT c)For aluminum structural members or panels used in roofs or walls of sunroom additions and Guard in-fill components (f) 50 (h) the dead load of 1,f" ra cEaooliigr t>- � m. PROVIDE MINIMUM 2 #4 REBAR IN FOOTINGS UNLESS OTHERWISE HARDWARE PROVIDED D.PANELS ATTACHED TO NIASONRY/STUCCO SHALL BE patio covers,not supporting edge of glass or sandwich panels,the total load deflection shall not Passenger vehicle garages a 50 a fixed Service vz 36 a!" ratliht ate. 7. 7 ( ) F l is knr 11'sWretc:,TypeT.i.''er"S, g g g ( ) ( ) w 1�- NOTED. ATTACHED USING VIBRATION RESISTANT ANCHORS exceed L/60.For sandwich panels used in roof or walls of sunroom additions or patio covers vrtaad etrnotar panels,comtrinatlotr$F�*fi�orirr trart�t+rnertt tnTrsrtf ink ' equipment. 6d farsased(2`' ,*ct,.l2Fa U3d:or n. PROVIDE MINIMUM 2"x 4"KEY BETWEEN FOOTING AND GLASS OPENINGS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT the total load deflection shall not exceed L/120. Rooms other than Sleeping rooms 40 =ale-s Sde , „x 0.131 5 12 „ LESS THAN 1,500 POUNDS. z FOUNDATION WALL. GREATER THAN 8-0 TO Sleeping Rooms 30 �, w Sd non f?'!,"°0-131')vxil;or BE HURRICANE d)Deflection for exterior walls with interior gypsum board finish shall be limited to an � o 33 -1 gd W r rrM�,•0-1--o' 12 o. CRAWLSPACE VENTS TO BE LOCATED WITHIN 3-0 OF EACH RESISTANT allowable deflection of H/180. Stairs 40 (C) r Z vz ltldxo�narraan(3",u 014S") y q CORNER OF THE BUILDING. (a)(b)(c)(e)(f)(g)(h)see 2015 IRC Section 301.5 39 "�-taw- 1tt; �*ri rt F 12 Sd aefo ra / "0.12't'i")n� p. ALL FOUNDATION WALLS AT BASEMENTS TO BE WATERPROOFED. e)Refer to Section R703.8.2 >~ U or Si•1�cir=23:�inn„l fast-3�,S .i�Sa p>rrlr�sr--t1.�7 ta's�.i t<rs=6.g�+>�1pz, Q C!� 12'-2" EXST.BALLOON FRAME STRUCTURE I24'-4�" �' ATTIC r- - - -- - - --- - -- -� I- -- - -- --- -- -� o 0 s (2)2x8 I N 1 23'-0�" 1 A I '.'• I `o0 1 I I • I A EXST. BEDROOM EXST. NEW R-49 BATT " I I I N `° DRESSING INSULATION i I EXST. 3 x 8 JOISTS 24 o.c. INSTALL FIRE BLOCKING AT ROOM T-6�" r - -� 7'-10�" r - - 7 T-6�" I FLOOR/WALL TRANSITION AT ALL STUD BAYS NEW R-21 BATT L 1 I L 1 J INSULATION AT 1 I PERIMETER OF FLOOR 3.5" STEEL LALLY 1 �• I COLUMN ON 30"x 30" - x 15"3,500 PSI CONC. I NEW R-15 BATT z FOOTING w/(4)#4 1 °O I I - INSULATION AT WALL Q p REBAR EACH q cNv I N oo EXST. THROUGHOUT EXST. DIRECTION aw. l I I DRESSING 5 N I I 11 I I BEDROOM ROOM NEW R-30 BATT o EXST. STAIRCAS I INSULATION \ N r—I�7 F_�I— TO BE REBUILT a I UNFINISHED a W I � I � I I I � EXST. 3 x 8 FLOOR H � a I BASEMENT I a I I I JOISTS TO REMAIN Z T Q k 1 UP I I GRADE I I a I GRADE ( Nc NI I •.:: I � I t II � a '' I � I 1 I •.: j I I j II II I cW7 7'-6 8" 7,_S�EE I 8'-0" I I - ( o I I UNFINISHED I I NEW 1"RIGID � r — — -� — —— —— — — J A - I I I BASEMENT I I I INSULATION(R-10)AT �1 _ I I �- I A101 - I i I m I I I I NEW FOUNDATION WALL 4 x 4 A.C.Q.POST ON 8"DIA. I — — ——— — 2 1 "x 177(DR6PPED) CONC.FOOTING(TYP) — — — — I I ( L — —J I _ ` �)2 x A.C. 1 2 x 6 A.C.Q. I 17'-2" ( I I I �I IJ o 0 A.C.Q. STRINGER — — — — — — — — I (TYP) - -- --P�A@RIt -- - - -- -- -- -- � I I I 1 I I I o a� _ I - - - - - - -- - - - BEAM I I I ¢ I N E Z FRESH AIR INTAKE �• — — . I °O 1 I �° I `� � � � AND EXHAUST FOR II '• I TYP) 15-0 I CROSS SECTION �-, �. o 1 T-2" 2" N NEW BOILER �� — I NATURAL GAS FIRED I "I cn � OU � -oo �— DIRECT VENT BOILER . 1 C �I— — — — — — — w/HOT WATER 1I I STORAGE TANK c� 1 EXST. 3 x 8 I STAGGER FASTENERS r--� 2 x 8 A.C. .RAFTER - "Q JOISTS @ 24"o.c. I x 8 A.C.Q.RAFTERS I � � IN 2 ROWS @ 16" o.c. il o I I : I @ 16"o.c. _ M I r l I ;,, 5.5 min.for 2 x 8 x v a I E f * c� k4 r I F w 2 I '" I al I ® 6.5"min.for 2 x 10 *Distance shall be permitted to be Z 3f 1I I E`r' x I I �?I I 7.5"min. for 2 x 12 reduced to 4.5"if lag screws are used or bolt spacing is reduced to �;. . w � �71 I •. I 00 O O I x I that of lag screws to attach 2 x 8 � U Z ledgers to 2 x 8 band joists. � 4 `�, .,4 ,' U. I I M I 2"min. k I 1 BRICK LEDGE I I� `� I LAG SCREW LEDGER F_ X `� c� x 1�, AT CHIMNEY I 16"x 16'PORCH PIER- OR BOLT II 32-2� I I SEE DETAIL , � y — -- -- - ---- - -- — ———— I — - -- - - —— — 0I LEDGER BOLT LAYOUT � • ——��8_A.Q.Q_LED�I�SEF-BQI-T1NI(i 12EIAIL� ———— l' ; . •' —— — I 1 I SCALE: N.T.S. -- - --I r- - -- O0 �� I U .-- x =N - -- - - - x00 ( 00 w _ I I a �� \ (3)2 x 8 A.C—Q. sf_s EE `. al I = e� ���� 1-� M Q 22-7 - 5-6 w 72 rJ I °o :, o °° I I oo /Q' o U U O ` oo I I oo N �} ¢1 I d ��'� N I I SIMPSON STRONG-TIE CS20 COIL STRAP- U 00 U 9�'` I WRAPPED UNDER SILL PLATE-MIN. 12" z i ¢ Cq I^ d ♦ I ONTO STUD SURFACE �t = (3)2 x 8 A.C.Q. )2 x 8 A.C.Q. (3)2 x 8 A.C.Q. (3)2 x 8 A.C.QQL— — — — (3)2 x 8 A.C.Q. = INISHED FLOOR — N — — — —F — — — — — - - - - - - --- — � - - �— — — —�..hII � - - - -- - - - - - - - - - - - � - - - - - - I — I EXST.FLOOR JOISTS 1' 1' TOP OF FOUNDATION °O . 8'-0 jfE 8f_O33 8i_O�E� 8'-OY8" 8,_OY8" 8E_03/8" ADJACENT GRADE TOP PLATE(SEE DETAIL) a� SLOPE(iRADE AWAY .--� Q� FOUNDATION PLAN ( '� SCALE: 1/4"=r NEW(2)2 x 6 A.C.Q. SILL PLATE ON METAL TERMITE SHIELD w/SILL SEAL Q "ANCHOR BOLTS w/3" SQUARE WASHER- _............. ........_.._,. .__- MIN. 15"EMBEDMENT(SPACING TO CODE) r--� _.__._._.-~_~._-_~~~.-~.~...._.-~..~~...._....._ ° j.J. O j 36"RAILING; ; ]0"CONC.(3,500 PSI)FOUNDATION 0'-10" rL, WALL — 00 O RUB-R-WALL WATERPROOFING u o 0 00 O I , CA O kn SLOPE GRADE AWAY FROM FOUNDATION j1 i ( ! 3 � E #4 HORIZONTAL REBAR BASEMENT 1 E(O EQUAL) � °` a� z N 8"CONC.(3,500 PSI)FOUNDATION WALL � i j__. ° ° CONTINUOUSP ( _ FINISHED � !.. ;! I I _. CRADLE TOP PLATE @ 24"o.c• RUB-R-WALL WATERPROOFING II 0'-9" E , 3.5 STEEL LALLY COLUMN MEMBRANE(OR EQUAL) 0-8 I' 1 `I` :I - ' #4 VERTICAL REBAR @ 24"o c a Q HOOK VERTICAL REINFORCEMENT 0 --t INTO FOOTING REINFORCEMENT o #4 HORIZONTAL REBAR _._ __. 2 x8 x 5 . 4 TOP PLATE B w x o CONTINUOUS @ 24"o.c. \ _ II -. l ..__. ;E I E._ 4"CONC 00 P LA 6 6 WWF 1 rr rr rr 1 rr � I s ; 3 K .(3 5 PSI)S 0'-10" `` _ ° BOTTOM PLATE SEE DETAIL~ � f x #4 VERTICAL REBAR @ 24"o.c.- - --- -- �r ( ) WITH 4 r LAG BOLTS 2 TUFF R RIGID INSULATION ON 6 MIL O HOOK VERTICAL REINFORCEMENT 2 VAPOR BARRIER ON 4 GRAVEL BASE 36'x 36"x 18"FOOTING w/(5)#5 REBAR I 00 INTO FOOTING REINFORCEMENT - =-,-- - ( EACH RECTION \\ I, ! ; INTO HEADER - HDI CONTINOUS CANT STRIP bA 4"CONC.(3,500 PSI)SLAB w/#�1 REBAR @ 16" !7 I g.F ..,`. 0 0 o.c.GRID ON 4"GRAVEL BASE-SLOPE TOWARDS DRAIN 1 f _ I .... _, E,......... £.............: ..._.......i i t-..._.....I i........: s............ #......«.i I _-.e.,.. $._.',,;;.,,,; ":, Q CONTINOUS CANT. STRIP DRAIN- . _ � €.' ., I —'.;... BOTTOM PLATE DETAIL 4"PERFORATED DRAIN PIPE WRAPPED w/FILTER ° 11 I�=- � - I :E--� 2- ! ° ° FABRIC-SURROUND w/GRAVEL ........... - I-_....... F I..._..., ..~... .. .:„_~~ i{...._ I I__I I..._.._., I .. —_. rr rr rr (3)#5 REBAR IN FOOTING(CONTINUOUS) E _ OOTIN ONTINU U __m.., _..-. - „ 2'-0'.:'_:. X4 / 3 STIRRUP 8 o.c. a� 4"PERFORATED DRAIN PIPE WRAPPED w/ .. ;::_I... .... !- - - LTS OR 24 x 8 c FILTER FABRIC t�£ . ," ; .tom: ���� I� I�!.�.� w� 1 n CONC.(3,500 PSI)FOOTING TH 4 BO ON UNDISTURBED SOIL (3)#5 REBAR IN FOOTING(CONTINUOUS) - COMPACTED FILL O w/#3 STIRRUPS @ 48 o.c. EXPANSION BOLTS H 24"x8"colvc.(3,Soo PSI)FOOTING BASEMENT STAIR FOUNDATION WALL AND POST DETAIL z ON UNDISTURBED SOIL SCALE: 1/2"=1' A �' C U Q � z I I I I I I I I ---J I ---J I ----------- ---j ---———————— ---J EXST.BRICK CHIMNEY AND EXST.BRICK CHIMNEY A FIREPLACE TO BE REMOVED- - - AND FIREPLACE TO BE A101 - A101 A101 g101 EXST. FLOOR AND CEILING TO BE REMOVED DRESSING FILLED IN WITH EQUAL JOISTS ROOM EXST.3 x 8 JOISTS 24"o.c. EXST. EXST. BEDROOM BEDROOM EXST. DRESSING ROOM Z O EXST. CLOSET H � O Q z CZ13 z z o � W aj EXST. --------------J * C Z P4 BATHROOM W EXST. ENTRY E EXST. C u B O HALL „ EXST. 8'41i 8 0 CLOSET III DN �\� __ ..... .... ....._, 1 III EXST. SUN PORCH TO BE o REMOVED III `J N III � � `:, � £ ;i • � •--� �-+ 1 I o DN EXST.3 x 8 JOISTS cr 24"o.c. d o I N z T._.I �..... _.. I Q i I N 7 S C I o j s € I EXST. EXST. I�' i E E I dl CLOSET MUDROOM (a ( 1 {( _ Z f I 1 44 I� I V N I" s 2 x 6 Rp.FTERS I I _ --�; EXST. v� COVERED I �, EXST. @t 16!O.C. I I LIVING I P,ORC I I - BEDROOM If a O ROOM I ` � i if( ; � of ❑ (Q � # i is i 1 I �...� .� t 99900 1�l I I /^^� 00 ! I �V 1 { S OO y( € I I I " WOOD BURNING FIREPLACE EXST. . ;COVERED' r� 00 ° 1 I rq PORCH wI INSERT-TO BE INSTALLED AND I ' I I ;; BEDROOM I N 4 Q EXST. �,, N VENTED AS PER MANUFACTURER 2 5 RAFTERS -� N I I a o� '~ - " 0 Q I oo W KITCHEN SPECIFICATIONS I s I vs M y x; ° al 16 o.c.; ay CO 5'-6" I I I EXST. 8"DIA.DOUBLE WALL, I �' ( I ` ' 1 I INSULATED STAINLESS CLOSET _ - I I I I 4 x 4 C.Q.POST I c STEEL FLUE 8'-0" R _ (TYP (73 ©- LI - - - - - 6" SQ ARE COLUMN I O 2 x 8 LEDGER-SE BOLTING DETAIL i CAS 00 EqG _. .._........_.._... _. _._... _ __.._.. _.... ........._._. ..__........_ � — — _.._..__._._.. - i I N •r--I 33'-4" 00 l00 ; i _ 1 !.._..._._._.._. _.....__. _____w .. _._____. _.____.._.__ ._._.. .....__._..._... _..._..__..._..._._..__ i 4'-10" �_____._. __.__..__......__.._. } N I 4,_0„ o 0 , _. ... i i .., 5-6 - w o.. 1 { � BOX OUT HEADER ~ � _ _......_,..._ ._ „ . - D mm ow w _` TO L WIDTH OF v I o _. . __._._ _ _.COVERED--,--. t�_ ¢ y F L F F _........._._._.,._..... _.._...__...__ k .. k r� - ; ,; I MASONRY WALL CLADDING-INSTALL MIN.22 a� , z i oo .. _._.,. ... .oo PORCH _ _ ..............__._._ ..,,... _ oo _...... ( COL TOP ...._..... .. ......_...._._. _......_...... _,. ._-______._- �.._. _..M_.___..._._._... _........_...,........_.__._ ..... __...._.,..........M..........._ .,..,.........,..,._... _. __..-. ___..__.. .._._..____... ... . ...... ... . _ `� - F! I GA.ZINC COATED CORRUGATED TIES IN. s �. ,__ __._._.___._.... .. .....,_.._.C, ....... WIDE, ... . �. I I WIDE x 6"LONG)@ 16"o.c.VERTICAL AND HORIZONTAL-TIES TO BE INSTALLED AS '� ♦.. - : ::.-. m. m;. _ w M___.. ...___, ram. ._.._ —...._. __. _.___ . ._..,,....____......,... _........_.._.......__._. L MASONRY VENEER IS INSTALLED TO INSURE (2 2x8 2)2x8 2 2x8 2 2x8 _�_ _ 2x8 2 2x8 _ i ��_ �' 8_ _ _ �1 - - -�Z- Lr, PROPER ALIGNMENT w/MORTAR JOINTS .� ————— —————————— — — —— — ————— ——— ——— ——— — ———— —— —— ———— —— ——— — —— — — — — ———— — — 49'-6/2" TAPERED SLEEPER 12aRAFTERS � O-ESC ALE: 2 x 6 JOISTS @ 16"O.C. O O ° 2 x 8 LEDGER � xHEADER TO o BOX OUT WIDTH OF COLUMN o O � � oo O o (2)2 x 8 A.C.Q. I I Z o BEAD BOARD CEILING FINISH a� a� 6" SQUARE COLUMN 11 1 \ o O a CASING (I i I PORCH Q, Q 00 4 x 4 A.C.Q.POST r T+G DECKING x II 0 2 x 8 A.C.Q.JOISTS @ 16"o.c. I 0000 LENGTH(L) I I 2 x 8 A.C.Q. (3)2 x 8 A.C.Q. I I LEDGER to L/3 L/3 BRICK TO UNDERSIDE OF DECKING 3 D/3 (MAX) 8"x 8"CMU BLOCK 1 Q M I I a ANCHORED TO FOOTING Q Z Max Notch Max End Max Notch .D >C I NO DRILLING OR I 1 Q Q NOTCHING PERMITTED ; 01-2' ¢ Joist Size Max Hole Depth Notch Length(D 2 x 4 None None None None o O 2 x 6 1 1/2 7/8 1 3/8 1 1/2 16"x 16"3,500 PSI CONC. O 2 x 8 2 3/8 1 1/4 1 7/8 2 3/8 FOOTING@ 3'-0"BELOW a? NOTCHING AND DRILLING DETAIL 2xlo 3 1 1/2 23/8 3 GRADE ° SCALE: N.T.S. CROSS SECTION - PORCH 3 Z 2 x 12 3 3/4 1 7/8 2 7/8 3 3/4 SCALE: 3/8"=1' Q � U -------------- ------------- I I EXISTING CHIMNEY r ----- - Ao _ I TO BE REMOVEDAND ROOF I _� PATCHED I I I I A101 I I I A101 I ^ I I I I w I j I I I I I I I I I I I I 0 I I I I I 5 0 I I I o Q I I � > Ir-----------� iI - - - --- - - -------------------- I I I I I I I I I I I N N J I I W I INSTALL TAPERED--- - -- - - - - -- - - - - - - --- - - - - - -- - - I ^ �., 0SLEEPER RAFTERS o Z I > 12 ( EXST.FUDGE 0.25 -0.25 I I I ► � � I � � INSTALL TAPERED I I I V SLEEPER RAFTERS00 ur C5 I I \ I I w H TWO LAYER(BASE AND ct GRANULATED CAP SHEET) NEW CHIMNEY TO EXTEND L- -- -- -- -- --- - ---- ---- --- - - - - --J I I a ROLL ROOFING TO BE MIN.2'-0"ABOVE ANY N a w INSTALLED AS PER COMBUSTIBLE MATERIAL 00 Fd w MANUFACTURER WITHIN A 10'-0"RADIUS I U 3'-4„ I i SPECIFICATIONS I o N 4'-0" - - - - ---- - - - ---- - --- -- - - - - - --- -- -- - --- - ---- -- -- - - -- -------- ---- --- MASONRY WALL CLADDING-INSTALL MIN.22 03 GA.ZINC COATED CORRUGATED TIES(MIN.J" I a Z 3 i WIDE x 6"LONG)@ 16"o.c.VERTICAL AND HORIZONTAL-TIES TO BE INSTALLED AS 7 I MASONRY VENEER IS INSTALLED TO INSURE �y PROPER ALIGNMENT w/MORTAR JOINTS L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ROOF NOTES: C1 0 -For roof slopes of(2)two units vertical in .--+ Q ATTIC PLAN ROOF PLAN (12)twelve units horizontal(2:12),up to(4)four ►-� '-' units vertical in(12)twelve units horizontal a SCALE: 1/4"=1' SCALE: 1/4"=r (4:12),underlayment shall be(2)two layersrA - O applied in the following manner: apply a 19 inch strip of underlayment parallel and starting at the I� ply 36-inch wide o eaves.starting at the eaves lsheets of underlayment,overlapping successive O x sheets 19-inches.Distortions in underlayment p o shall not interfere with the ability of the shingles O to seal. 0c) O -For roof slopes of(4)four units vertical Z o in(12)twelve units horizontal(4:12)or greater, �, Nunderlayment shall be(1)one layer applied in the following manner:underlayment shall be applied o O a shingle fashion,parallel to and starting from the eave and lapped 2 inches,distortions in the ounderlayment shall not interfere with the ability of the shingles to seal.End laps shall be 4 inches 0 A.C.Q. TOP RAIL - and shall be offset by 6 feet. r A. JOIST (Tm> -Provide venting of concealed rafters ace. h� ATTACHED w,/ #8x2j" �" A.C.Q. TOP RAIL - �' h 6'-0" MAXIMUM o WOOD SCREWS SPACING ATTACHED w/ #8x2j" WOOD -Provide flashing at all valleys. 00 SCREWS (R905.2.8.2) O ALIGN GUARD POST z x 4 A -Provide stepped flashing where roof line A.C.Q. TOP O meets side wall.3R90 .2.8.3) AT JOIST LOCATION RAIL 2 x 4 A.C.Q.A.c.Q. TOP AND -Install all strapping and nailing to code. BOTTOM RAIL ATTACHED WITH 2 x 2 A.C.Q. BALUSTER @ -Underlayment shall be fastened (2) #8x27'" WOOD SCREWS 5" o.c. SPACING - ATTACH n EACH WITH (2) #8 WOOD sufficiently hold in place. F� SCREW (TOP AND BOTTOM) -Provide drip edge at eaves and rake edges w RIM JOIST to code. r7— 4 x 4 A.C.Q. i = POST -Fasteners for asphalt shingles shall be o GUARD POST 2 x 4 A.C.Q. BOTTOM RAIL galvanized steel,stainless steel,aluminum or (2) +�" DIA. THROUGH copper roofing nails,minimum 12-gage shank ' 1 BOLT WITH WASHERS -- -- v (2) J" DIA. THROUGH BOLTS with a minimum s"-diameter head,complying with ASTM F1667,of a length to penetrate w/ WASHERS �...� • I I through the roofing materials and not less than%" DDT2Z SIMPSON STRONG-TIE CONNECTOR DDT2Z SIMPSON into the roof sheathing.Where the roof sheathing l STRONG-TIE � CONNECTOR \\\ OPENINGS SHALL NOT ALL THE is less than%"thick,the fasteners shall penetrate bA LATERAL SUPPOR.0 AT GUARD POST GUARD RAIL -TYPICAL PASSAGE OF A 4" DIAMETER P Z SPHERE through the sheathing. U Q � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — ............... .......... it !,j -U, 'u, Ij I, j ?I I, u", if "I" LJ "T_, Fj! u u I MIJI I U! ......... ....... "]"i Tj":, r 1 ­11 1 — I _�%1 1 "1 1:If . .......... fill! hl� 11 101i jj !� _AJ­11L_ j1 ..........j, if 1 if H .... ......... ............... 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