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HomeMy WebLinkAbout7373i �iI1�3I�y � i I�yl� i� r�� CHECK BOXE: ( ) Tape this forr m a a ( ) Pull ZBA copytD y Q ( ) Check file bo: o �' ( ) Assign next n outside of file m - u v -0 K 0 o () Date stamp E ?'� 0 h 00, D C) Q file number m `. o rn ,� ( ) Hole punch E o' 01 N Q (before send 6 m Z - o �' ( ) Create new i c:)-< c0J.' ,o o ( ) Print contact n o W ( ) Prepare tran oCD< ( ) send origina b to Town Cler 0 o ( ) Note inside 1 `m and tape to ( ) Copy County c� neighbors ank ( ) Make 7 copies w ( ) Do mailing labs w �iI1�3I�y � i I�yl� i� r�� BOARD MEMBERS Leslie Kanes Weisman, Chairperson Patricia Acampora Eric Dantes Robert Lehnert, Jr. Nicholas Planamento http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, 54375 Main Road (at Youngs Avenue) FINDINGS, DELIBERATIONS AND DETERMINA MEETING OF FEBRUARY 20, 2020 ZBA FILE: #7373 NAME OF APPLICANT: Kendall Todd PROPERTY LOCATION: 670 Bayview Drive, (Adj. to Spring Pond) East Marion, NY SCTM#1000-37-5-3 SEQRA 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 December 12, 2019 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 23, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. This determination was made based on the following: 1. The footprint of the demolished structure will not be expanded supporting community character. 2. The proposed new single-family residence is not located within a mapped FEMA flood zone or discordant with the surrounding community character. 3. A Board of Trustees Wetland Permit (No. 7853) required a non -turf buffer to protect the wetland. Due to the high residential density in the area, undersized lot and close proximity to surface waters; in the event the action is approved, it is recommended that the Board require the installation of a I/A OWTS and compliance with Chapter 236 Stormwater Management to further Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. PROPERTY FACTS/DESCRIPTION: The subject, non -conforming 12,336 square feet, , irregular-shaped waterfront parcel located in the R-40 Zoning District measures 76.88 feet between tie lines along a curve in Bayview Drive, runs south 128.37 feet along a residentially developed lot to the east, then follows a wooden bulkhead at Spring Pond (Peconic Bay) 22.99 feet west. The parcel continues 22.82 feet, 28.92 feet, and 64.69 feet along the same body of water and returns 120.96 feet running north along a second residentially developed lot to the west. The parcel is developed with a one and one half story wood -frame residential structure with attached Page 2, February 20, 2020 #7373, Kendall SCTM No. 1000-37-5-3 wood deck and trellis over part of it, a driveway, loose slate walk -way to and over a concrete and wood retaining wall leading to a non -turf buffer at the wood bulk -head with a ramp and floating dock, as shown on the survey prepared by Paul Barylski, Licensed Land Surveyor, and last revised July 24, 2019. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet); 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond) East Marion, NY. SCTM# 1000-3 7-5-3. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family residence built prior to zoning, with less than code conforming minimum front yard and rear yard setbacks, and to construct a new, two-story, single-family residence maintaining the existing wood deck and using the previous foundation's location measuring approximately 36 feet by 51.6 feet with a front yard setback of 32.4 feet where the code requires a minimum front yard setback of 35 feet and a rear yard setback of 34.7 feet where the code requires a minimum rear yard setback of 35 feet. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on February 12, 2020 submitted a plan, prepared by Luigi Pascarella, P.E., dated February 11, 2020, increasing the rear yard setback to 35 feet, removing the need for a second variance, and bringing the plan into more conformity with the code. ADDITIONAL INFORMATION: No immediate neighbor or member of the public spoke in favor of or against this application. However, an email was received prior to the public hearing from a neighbor supporting the application who requested that the applicant address parking of cars and the storage of boats on site. A New York State Department of Environmental Conservation Letter of No Jurisdiction Tidal Wetlands Act is included in the application and dated November 15, 2019. Town of Southold Trustees' public hearing is pending the Town of Southold Zoning Board of Appeals application. The applicant stated their willingness to install a new Suffolk County approved Innovative and Alternative (UA) sanitary system. The subject property is not located in a flood zone. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2020 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 $267-b(3)(b)(1). Grant of the variance as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Gardiner's Bay Estates is a private, bayfront community consisting of residential lots developed in the mid -20th Century on small, irregular-shaped parcels accessed by narrow country lanes nestled in a hilly, woodland setting bordering tidal wetlands, creeks and a sandy beachfront. Many of the neighborhood homes have undergone substantial renovation taking advantage of views and access to association amenities. Grant of the variance 2.6 feet less than the required minimum front yard setback of 35 feet will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties since the reduction is barely discernable to passersby and the general public. This hardship is offset by the fact that the lot is previously developed at this setback and the topography slopes southward towards Spring Pond. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can follow current zoning and meet the Page 3, February 20, 2020 #7373, Kendall SCTM No. 1000-37-5-3 minimum front yard setback of 35 feet; however, there is an existing foundation, for a house that has stood for over fifty years, which the applicant proposes to follow. 3. Town Law 4267-b(3)(b)(3). The variance as amended herein is not mathematically substantial, representing 7.4% relief from the code. Additionally, given the natural terrain of the site, existing landscaping and the previous existence of a single-family residence, any impact on the neighborhood will be mitigated and not discernable from the road. 4. Town Law $267-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 4267-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 as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new, wood -frame residence measuring approximately 36 feet by 51.6 feet including an existing wood deck 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 267-13, motion was offered by Member Planamento, seconded by Member Lehnert, and duly carried, to DENY the variances as applied for and GRANT THE RELIEF AS AMENDED, as shown on the Plot Plan prepared by Luigi Pascarella, P.E., PLLC, and dated February 11, 2020, and the Engineer's Drawings labeled T- 100, T-101, T-102, T-103, A-101 through A-106, A-201, A-202, A-301, A-302 as prepared by Luigi Pascarella, P.E., PLLC, and dated October 9, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Applicant shall receive approval from the Town of Southold Board of Trustees. 2. The applicant shall install an Innovative and Alternative Wastewater Treatment System approved by Suffolk County Board of Health. 3. The existing attached wood deck is to remain open to the sky above. 4. Vehicular parking for residents and guests shall be provided for on the subject property. 5. No storage of boats, trailers and/or non -registered equipment may be kept on site. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final building plans (engineer's drawings) conforming to the amended relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Page 4, February 20, 2020 #7373, Kendall SCTM No. 1000-37-5-3 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento and Lehnert (4-0) (Member Acampora Absent) i�YLo„ Leslie Kanes Weisman, Chairperson Approved for filing -� /,,-,?U / 2020 r BOARD MEMBERS $® Southold Town Hall Leslie Kanes Weisman, Chairperson ®��®� U��®l 53095 Main Road • P.O. Box 1179 Patricia Acampora ® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. cep ac Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) 00 N% Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 EXTENSION DETERMINATION One Year Extension Regular Meeting of July 6, 2023 ZBA FILE: #7373 NAME OF APPLICANT: Kendall Todd PROPERTY LOCATION: 670 Bayview Drive,(Adj.to Spring Pond)East Marion,NY SCTM#1000-3 7-5-3 BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet); 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond) East Marion,NY. SCTM#1000-3 7-5-3. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. The applicant on February 12,2020 submitted a plan,prepared by Luigi Pascarella,P.E.,dated February 11, 2020, increasing the rear yard setback to 35 feet, removing the need for a second variance, and bringing the plan into more conformity with the code. DATE OF PUBLIC HEARING: February 6, 2020 This request for a variance was originally Denied as applied, and Granted Alternative Relief as Amended with conditions on February 20, 2020 as shown on the Engineered Plans prepared by Luigi Pascarella dated October 9, 2019. In a letter dated June 29, 2023,Kendall Todd requested a one-year extension of the Variance Relief, explaining that he had experienced delays by the Suffolk County Department of Health Services for final approval of the septic system. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman(Chairperson), seconded by Member Acampora,and duly carried, to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning February 20,2023 and to expire on February 20,2024 per Chapter 280-146 of the Code of the Town of Southold. Vote Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora,Planamento and Lehnert. (5-0) slie Kanes Weisman, Chairperson Approved for filing /j /J� /2023 RECEIVED Kendall Todd JUN''�g2023 670 Bayview Drive loar-cr East Marion, ny 11939 201-852-8488 6/29/2023 To: Southold Zoning Board I am writing to request an extension on my permit dated 2/26/2020. Our home has been completed and have scheduled the building department for final inspection on 7/11/2023. 1 found out today our Zoning Board permit has expired. This was due to extensive delays by the Suffolk County Health Department. We just received the final approval on the septic system. It took almost a year and a half. This approval was necessary to schedule with the building department for inspection. Your prompt attention to this matter is greatly appreciated. Kendall Todd C� ( o yAgeu vin vi 627 0 7P� � GRAVEL DRIVEWAY W/BELG BLK. CURB LOT 116 N 66"49'50"W 64.69' 2p.3. LOT 115 j�yY �n< S 66°39'00"E 7 6.88' auk o00'1'� 6qo N 17°00' 18"W 28.92' N 87'57'53"W 22.82' SPRING POND PLOT PLAN SCALE: 1 "= 30-0" N E 242,' OD DECk M i 0 15.7' EXTENDED PORCH o A EZ m m PROP. 2ND STY ADD. PROP. 2ND STY DECK LOT 114 w000�i �i wg� crA/Ar PILE PILE 60 X 20 FLOATING DOCK POLE LOT 113 rl NON—TURF BUFFER AREA A� EP S 63'39'27"W 22.99' �31� RECEIVED FEB I. X020 Zoning Board Of Appeals TODD RESIDENCE 670 BAYVIEW AVENUE EAST MARION, NY 11939 SCTM No. 1000-37-5-3 l F� BUILDING HEIGHT (ST❑RIES) 2 BUILDING HEIGHT(FEET) 25' DEPTH OF FRONT YARD (FEET) 32.4' DEPTH OF REAR YARD (FEET) 35.0' SIDE YARDS (NUMBER) 2 SIDE YARD INTERI❑R LOT (ONE YARD WIDTH) 15.7' SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS) 36' LOT GROSS AREA 12,236 SF (0.28 ACRES) LOT DEPTH (FEET) 120.96' LOT WIDTH (FEET) 76.88' PERCENT OF LOT COVERED BY BUILDING 14.21% FINAL MAP REVIEW ED BY ZBA SEE DECISION # -`� DATE—D—C21— f ,-- THESE PLANSAREAN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEEFL ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ,EAL: U� l F� z Y--1 � w W a w F� z CA� z rn �, CA 0 -�� u a q� Z O O Hew ►-a U pWW NqH C> q ,_ N • • °z p r. z H u � z W E- W OND N JTJ,IT101\ j 01 y A�-, T L 0 LAT t jiv)) LA Itj L T 77 SUFFQLK c 0UIlTT�' List of Drawin; s: T-100 COVER / PLOT PLAN T-101 NOTES T-102 NOTES T-103 NOTES A-101 LOWER LEVEL AND FIRST FLOOR REMOVAL PLAN A-102 SECOND FLOOR REMOVAL PLAN A-103 LOWER LEVEL CONSTRUCTION PLAN A-104 FIRST FLOOR CONSTRUCTION PLAN A-105 SECOND FLOOR CONSTRUCTION PLAN A-106 ROOF CONSTRUCTION PLAN A-200 REMOVAL ELEVATIONS A-201 PROPOSED ELEVATIONS A-202 PROPOSED ELEVATIONS A-301 BUILDING SECTIONS A-302 BUILDING SECTION EN -101 ENERGY CODE COMPLIANCE STUD TO PLATE JOIST HANGER FOR LTP4 OR WRAP COIL STRAP WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. NOTE: UPLIFT: 575 I .Rc LATERAL: FI LATERAL: F2 Two — — H2A Simpson Strong -Tie H2A RAFTER TO DOUBLE TOP PLATE AND ALL VALLEY CONNECTIONS SIMPSON STRONG -TIE (H2A) H2A INSTALL cr;,i? 16" O.C. ROOF FRAMIN JACK AND KING STUDS TO BE STRAPPED WITH 1 1/4" 20 GA. GALV STRAPPING. 12" - MIN. ON STUD FULL BEARING ON HEADER 1 1/4" 20 GA. GALV STRAPPING 12" MIN. ON STUD RECEIVED NOV 12 2019 Zoning Board Of Appeals DOUBLE TOP PLATES Simpson Strong -Tie H2A HEADER -WIDTH VARIES HEADERSTUDS FULL LENGTH WALL STUD NOTE: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS, AND AT TOP NO UPLIFT CONNECTOR REO RED AND BOTTOM OF CRIPPLES TYPICAL FRAMING AND UPLIFT NOTE: RIDGE CLIPS (LSTA18): ALLOWABLE ASD TENSION LOADS \ - 1160 LBS. USE FOURTEEN (14) IOD NAILS Simpson Strong -Tie LSTA18 RIDGE STRAP TIE SIMPSON STRONG -TIE (LSTA18) LSTA STRAP TIE INSTALL a 16" O.C. Simpson Strong -Tie LTB40 JOIST TO JOIST SIMPSON STRONG -TIE (LTB40) INSTALL AS SHOWN 3" MINIMUM SIDECOVER CONNECTIONS FOR OPENINGS Simpson Strong -Tie HCP HIP CORNER PLATE SIMPSON STRONG -TIE (HCP) HCP2- 2X MEMBER SIZE HCP4- 4X MEMBER SIZE 1" STANDOFF SATISFIES CODE REQUIREMENTS POST TO CONC. FOOTING SIMPSON STRONG -TIE CBSQ44 pson Strong -Tie 7B HOLD DOWN DETAIL SIMPSON HD7B TENSION LOAD: 6645 LBS PROVIDE FOURTEEN 1-' (14) IOD NAILS LP TYPICAL FLOOR TO FLOOR CONNECTIONS SIMPSON STRONG -TIE (MTS16, A35F, LSTA, 413P) USE BOTH MTS 16 AND A35F INSTALL a 16' O.C. POST TO GIRDER SIMPSON STRONG -TIE (CC) CC INSTALL @ 16" O.C. LOT 116 JOIST HANGER FOR 2 X INSTALLATION �q IlV -4 Vff' Gl�� ♦y' pq°� S 66'39'00"E GRAVEL DRIVEWA10 YF b76.88' W/BELG. BLK. CURB ♦k' TIE LINES ALONG HWM. N 66'49'50"W 64.69' bb �o 1 LOT 115 k� s ab s cblvc R <ST'Q/H 2o.s M N ,yo WOOD DCCk TEST F/1 7.0' �kb � o� u+ � �Tz m PROP. 2ND STY ADD. PROP. 2ND STY DECK N 17'00'18"W 28.92' N 87'57'53"W 22.82' SPRING POND N ,yk 1 POLE 241' T NON -TURF BUFFER AREA / O e�� o PILE S 63'39'27"W 6.0 x 20 22.99' FLOATING DOCK PLOT PLAN SCALE: 1"=30.0' Abreviations: A.F.F. ABOVE FINISHED FLOOR CFM CUBIC FEET PER MINUTE C.I. CAST IRON CMU CONCRETE MASONRY UNIT C.O. CLEAN OUT COL. COLUMN CONC. CONCRETE CL CENTER LINE DL DEAD LOAD DN DOWN DR DOOR DBL DOUBLE DWG. DRAWING DWR DRAWER EHCI EXTRA HEAVY CAST IRON EL. ELEVATION ELEC. ELECTICAL, ELECTRIC EXP. JT. EXPANSION JOINT EXT. EXTERIOR, EXTERNAL FAB. FABRICATED F.B.O. FURNISHED BY OWNER FIN. FINISH FXTR. FIXTURE FL. FLOOR FLUOR. FLUORESCENT FDN. FOUNDATION FT. FOOT, FEET FTG. FOOTING G.C. GENERAL CONTRACTOR GL GLASS G.W.B. GYPSUM BOARD H/C HANDICAPPED HD. WD. HARDWOOD HM HOLLOW METAL HVAC HEATING/ VENTILATING/ AIR CONDITIONING LB. POUND LL LIVE LOAD LT. LIGHT L. LENGTH/LONG MIN. MINIMUM MISC. MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE LOT 113 FINAL MAP REVIEWED BY ZBA SEE DECISION # D aTFD 1 OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OZ OUNCE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PC PIECE PERP PERPENDICULAR PIL PILASTER PL PLATE P/L PROPERTY LINE PLASPLASTER PLYWD PLYWOOD PROP PROPERTY PRCST PRECAST PREFAB PREFABRICATED PT POINT PTN PARTITION QTY QUANTITY R RISER RA RETURN AIR RAD RADIUS REQ'D. REQUIRED REV REVERSE, REVISION RH RIGHT HAND RO ROUGH OPENING ROW RIGHT OF WAY REINF. REINFORCE, REINFORCING SECT SECTION MOD. SPECIFICATION TBD To be Determined T&G TONGUE AND GROOVE TYP. TYPICAL UL Underwriter's Laboratory VIF VERIFY IN FIELD W/ WITH WC WATER CLOSET WD WOOD W/O WITHOUT WWF WELDED WIRE FABRIC General Requirements of the Residential Code of New York State The below listed Chapters, Sections or Appendixes are only part of the Residential Code of New York State. Please refer to the Residential Code of New York State - 2015 for any Chapters, Section, Appendixes or Exceptions, in whole or in part, that are not Noted. Unless otherwise expressly stated the words, terms, tables and figures listed within these construction notes can be found within the Residential Code of New York State - 2015. CHAPTER 3 - BUILDING PLANNING Section R301 - Design Criteria R301.1 Design - Building and structures, and all parts there of, shall be constructed to safely support all loads, including dead loads, live loads, roof loads, flood loads, snow loads, wind loads and seismic loads as prescribed by the Residential Code of New York State - 2015. TABLE R301.2(1) (see Table 3.4A) (see Table 3AA) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ceiling Joist to Top Plate (Toe -nailed) SUBJECT TO DAMAGE FROM (see Table 3.4A) per joist ICE SHIELD (see Table 3.9A) (see Table 3.9A) GROUND ` m4r, ! SEIS1,11C Ceiling Joist Laps Over Partitions (Face -nailed) WINTER (see Table 3.9A) UNDER•i Collar Tie to Rafter (Face -nailed) (see Table 3.6A) ! SNOWLOAD' SPEED' DESIGN I Frost line ICATEGORY1Weather,ng"i I DESIGN 2- 8d LAYMENT FLOOD AIR FREEZING ' (mph) Termite' Decay° TEMP' Band Joist to Sill or Top Plate (Toe -nailed) REQUIRED'_ HAZARDS" per foot Ydepth' 204 120mph BilSevere�3'min_ Mod,/ ( Slight/ 13°F 5d coolers —INDEX' Yes i N/A I "x 10" or wider R'ALL SHEATHING 3-10d R301.2.1.1 Design Criteria - Residential Construction within Nassau & Suffolk Counties must be designed in accordance with the "American Forest and Paper Association (AF&PA) Wood Frame Construction Manual for One and Two Family Dwellings (WFCM) - 2001" Table 3.1 Nailing Schedule I Number of I Number of I Joint Description Common Nails Box Nails Nail Spacing ROOF FRAMING Rafter to Top Plate (Toe -nailed) (see Table 3.4A) (see Table 3AA) per rafter Ceiling Joist to Top Plate (Toe -nailed) (see Table 3.4A) (see Table 3.4A) per joist Ceiling Joist to Palrallel Rafter (Face -nailed) (see Table 3.9A) (see Table 3.9A) each lap Ceiling Joist Laps Over Partitions (Face -nailed) (see Table 3.9A) (see Table 3.9A) each lap Collar Tie to Rafter (Face -nailed) (see Table 3.6A) (see Table 3.6A) per tie Blocking to Rafter (Toe -nailed) 2- 8d 2-1Od each end Rim Board to Rafter(End-nailed) 2-16d 3-16d each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2-16d' 2-16d' per foot Top Plates at Intersections (Face -nailed) 4-16d 5-16d joints - each side Stud to Stud (Face -nailed) 2-16d 2-16d 24" o.c. Header to Header (Face -nailed) 16d 16d 16" o.c. along edges Top or Bottom Plate to Stud (End -nailed) (see Table 3.5A) (see Table 3.5A) per stud Bottom Plate to Floor joist, Bandjoist, Endjoist or 2-16d'•3 2-16d''3 per foot Blocking (Face -nailed) 3-16d 4-16d per joist FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe -nailed) 4- 8d 4-10d per joist Bridging to Joist (Toe -nailed) 2- 8d 2-10d each end Blocking to Joist (Toc-nailed) 2- 8d 2-10d each end Blocking to Sill or Top Plate (Toe -nailed) 3-16d 4-16d each block Ledger Strip to Beam (Face -nailed) 3-16d 4-16d each joist Joist on Ledger to Beam (Toc-nailed) 3- 8d 3-10d per joist Band Joist to Joisr. (End -nailed) 3-16d 4-16d per joist Band Joist to Sill or Top Plate (Toe -nailed) 2-16d' 3-16d per foot Structural Panels ROOF SHEATHING 10d (see Table 3.11) Structural Panels t 10 8d 130 IOd (see Table 3.10) Diagonal Board Sheathing 3" edge / 6" field 25/32" 8d3 - 3" edge/ 6" field 1"x6" ori"x8" 5d coolers 2-8d 7" edge / 10" field 2-1Od per support 1"x10"or wider (see Table 3.11) 3-8d 8d 3-10d per support Diagonal Board Sheathing CEILING SHEATHING 2 2 Gypsum Wallboard 5d coolers 5d coolers 7" edge/ 10" field I "x 10" or wider R'ALL SHEATHING 3-10d per support Structural Panels 8d 10d (see Table 3.11) Fiberboard Panels t 10 120 130 7/16" 61P - 3" edge / 6" field 25/32" 8d3 - 3" edge/ 6" field Gypsum Wallboard 5d coolers 5d coolers 7" edge / 10" field Hardboard 8d 8d (see Table 3.11) Particleboard Panels 8d 8d (see manufacturer) Diagonal Board Sheathing 3 2 2 1"x6"(or INg" 2-8d 2-10d per support I "x 10" or wider 3-8d 3-10d per support FLOOR SHEATHING Structural Panels 1" or less 8d 10d 6" edge / 12" field greater than 1" 10d 16d 6" edge / 6" field Diagonal Board Sheathing I"x6" or1"x8" 2-8d 2-1Od per support 1"x 10" or wider 3-8d 3-10d per support ' Nailing requiirements are based on wall sheathing nailed 6 inches on -center at the panel edge. if wall sheathing is nailed 3 inches on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubted, or alternate connectors, such as shear plates, shall be used to maintain the load pith. 2 When wall sheathing is continuous over connected members, the tabulated munber of nails shall be permitted to be reduced to 1-16d nail per foot. 3 Corrosion resistant 1 I gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. AMERICAN FOREST & PAPER ASSOCIATION Tvble 3.2E rottom Pinte to 1'ovmaen tion Connections (Anchor colts) resirtinie, Lateral and Shear Lords frorn VAnd - Exportire E (Prescriptive Alternative to Table 3.2) Three Second Gust \Wind Spced(mph) R5 4'l IOn Ito 120 tic tort 150 Bottom Pint: to I our.dation Anchor bio:, Founda-ion Sapnort,ng Maxirnurr Anchor Roll S acir.� (in.) ­"''4 Cnm,ec�nn Regcrtn� P 1-3 o,nes r 3() > t" Anchor ltnHs at 32' ❑,C. __._ 1 stones 45 Prescript to himt, are hared on assurrptions in I ihfe 12. W!aen anchor bolts are used to resist uplift, lateral. and shear load;, the maximum anchor holt cr^cine sb-11 not exceed the lesser of the tabulated values for ti-hft gads (Til -le 3.2C) or lateral and shear lauds (Table 3.2B}. Tor oi'wr archer bolt Gmdarions see Section 3.2.1.7 and 3.2.2.3. Tabulated anchor bolt sp.acin_. f<,r lateral and shear to -ds assume wall, ar. she ithed it,, accordance wiih Section 144 2. Eor other call she:nhing t}Ties the tabulated sncl or holt sp t:•in c shall he dit:i',d by the an; mpriate sheathing hype Jevuctnlmt factor in Table 3.1711. hitt in ro case anch,r holt ;pacirps e.=.ceeci 6 feet on cuter. 4 For t'.}rec second gust ttitnd speer}, greater than 110 mph, with a tahula!ed tate-al value f-om Teh'c 3.5 greater than 262 plf, lateral connection, chill be detcrmin,d us%me the loads from Table 3.5. }dale 3.2C .9111 or Eottom Pilate to f ot!ndrtion Connections (Anchor Colts) resisting Uplift Lori's from VINd - Exposure 13 (Prescriptive Alternative to Table 3.2) Three Second Gust R'ird S"ee:f rr, h) h5 90 100 t ler t'0 110 14n 150 Houotn Plate to found.ition Ar77 Solt Connrctinn Recwtire FourdAil'n SuppnRing Maxamnm Anchor Bolt Spacing (in.)'" 32' D.C. K• Emu Jones Uplift I gads 1-3 stories 1 72 't) 41) 1 39 1__J3j_j 2k 1 25 1 23 IntcnorLut:rs 1-3 store. 72 j7, 47 45 39 1 22 Prc,criptn c lana!\ arc hascd on assumption, it Tahlc 3.2. When ;mchor bolts arc used to resit uplift, lateral, and shear load;, the maximum arch,,r halt sp, icing stall not exceed the Irsur of tfe Lihul-;ted value, lir up'if, loads (Table 3.2C) or laic it and Shear load, (Ta'.de 3.2T? ). For other arc:,or bolt limnatiu ns see Section 3.2.1.7 and 3.2.2.3. Table 3.4t, prfter rnrd/or Cellinff, Joust to Tran mr—t€* Lateral r d Shear Corontection re1"rrlrements - Exposure' B (Prescriptive Alternative to Table 3.4) Tlt-ee Second Gust Wind Specd (mph) 85 90 13-73 loo t 10 120 130 Srccd(mh)7 140 150 Rafi,r'Ceiling Jost Wall (ft.) in Fach End of 1-1,4" x 20 gage Step Slumber of Rd Common Nails or 10d Box bails (Toeniilecb 12 1 Spacing (in) Ilei ght (ft.) 2 Req±.tired in Fach Rafter and or Ceiling Joist to Top Plate Connection!' x' 3 — l2 8 2 2 _ 2 2 3 3 3 2 2 IQ 2 2 2 2 3 3 3 3 16 F 2 2 3 3 3 4 4 4 12 10 2 2 3 3 3 4 4 4 24 R 3 3 4 4 5 5 5 5 2 10 3 3 4 4 5 5 5 6 rrcccnpu, c atm±rs are nacea nn ascumrtioni to I aisle S. -t. Tabulated connection requircin rits assume a building located in L:xposure B. ' When ceiline joist, are installed painllcl to rftcr;, the suit; of the toenails in the rafter and eciling joist shall equal or exceed the tahula',:d nurnc� r of nails required 4 To avoid splining, ro ni nr than 2 toenails shall be installed in each side of a ratter nr ceiling joist when fas'cned to a 2x4 top plate or 3 tnenails in each site .Then fastened to a_^ -x6 top plate. Tri kyle 3.7.0 Poof Sl entNng Attachment rcri4rlrements for t'lirld Lords - #eib -wP 3. ,rii U:ifift '\Wtren Co.• sn". ,tion rY.cgt'1irlcir..ents-p�.'.xr,os�flttt Guy , (E�ioof—to—w il, w ii—to-��v� iii, C rid >it� .-m-to-roX�,s��k4k� tion) 13-73 (Prescriptive Alternative to Table 3.4) .._-itECENE - Dead Load Ascumptlons: Roof Ceiling AsSemh!v UL, = IS pCf Three Second Guet 3Wind "110 � 85 90 100 110 120 130 140 150 Srccd(mh)7 Framing Spicing (tri.} Roof Spin p" Numhcr of Fd Cominnn tial c or IOJ Box Tails aT�' 0 f n,(t[l(jb� Iii+;^ •, tai ton (ft.) in Fach End of 1-1,4" x 20 gage Step F F 12 1 1 1 2 2 2 3 3 192 16 i 1 1 2 2 3 3 3 6 20 1 1 2 2 2 3 3 4 12 24 1 1 2 2 3 3 4 4 12 2t 1 1 2 2 3 4 4 5 6 12 32 1 1 2 3 3 4 5 5 12 36 1 2 2 3 3 4 5 6 12 12 1 1 2 2 2 3 3 4 6 If, l 1 2 2 E3 3 4 4 h 20 1 1 2 2 3 4 4 5 1(, 24 1 2 2 3 3 4 5 6 - 6 2R 1 2 2 3 4 5 5 6 4 Tabulate,! -c l spacir- as ,,erne a h::ild:^.g loca!,<(! in Fxno,i!-r B 32 1 2 2 3 4 5 6 7 6' 36 2 2 3 4 4 6 7 F 12 1 1 2 2 3 3 4 4 16 1 1 2 2 3 4 4 5 fi 20 1 2 2 3 4 4 5 6 19.2 24 1 2 2 3 4 5 6 1 2.R 2 2 3 3 4 5 6 s , 32 2 2 3 4 5 6 7 8 3 36 2 2 3 4 5, 7 F 9 requiremc^ts 12 1 2 2 3 3 4 5 5 the nail 16 1 2 2 3 4 5 5 6 20 2 2 3 3 4 5 6 7 24 24 2 2 3 4 5 6 7 8 28 2 2 3 4 5 7 8 - 32 2 2 3 5 6 9 - 30 2 1 3 4 5 6 F - - r Preeeriptive limits are based on assumptions in Table 3.4. ` Tabulated uplift, connection requirements assume a building located in Exposure i;. m 3 Tabulated uplift connection requirements aeeurne a roof and ceiline accemhly dead load of 4 rsf (0.60 x 15 pCf = 9 p,t). tf a ceiling assembly is not present or if the ceiling asxembh: is not connected to t!:c roofaetemhl}•, the tabulatctl nuMber of nails shall be increased by i nail at each end of the strap. 4 Minimum ASTM A653 Grade 33 steel strap. Trbl+e 3.CA 17lldge Tension Strop Connection requirer entr for eland - Expostlorc U (Prescriptive Alternative to Table 3.6) Dead Load A%sumptions: Roof As.erriNN DL = 10 psf Throe Second Gca t Wind Speed In,^'"1 g5 90 int) I ito 2,t 13(1 1•ttl 1511 _s Roo.f, Pitch ly.naf 1paR i'- : a (�—_.. i lumber of tid Common Nails or Ind Bax Nails in each end of 1-1'4" Strap 12 1 �1 _ 2 2 3 3 4 16 1 2 _ 2 El i 4 5 20 '- 2 2 3 4 4 5 6 2 3 3 4 5 6 7 2 2 3 4 5 6 7 8 32 2 3 3 4 5 7 b 9 36 2 3 4 5 6 7 9 - 12 1 1 1 2 2 2 3 3 16 1 1 2 2 2 3 3 4 20 1 2 2 2 3 4 4 5 4:12 24 2 Z Z 3 3 4 5 5 ^_R ? 2 3 3 4 5 fi 7 32 2 2 3 4 4 5 6 7 36 2 Z 1 3 4 51 6 7 R 12 1 1 1 1 2 2 2 3 16 1 1 1 2 2 2 3 3 20 1 I 2 2 2 3 3 4 5:12 24 1 2 2 2 3 3 4 S 2F 1 2 2 3 3 4 5 5 32 2 2 Z 3 4 4 5 6 36 12 3 3 4 5 6 7 12 1 1 1 1 2 2 2 2 1n 1 1 1 2 EJ 2 3 3 h.l.. Z0 2-1 1 1 1 1 2 2 2 , 2 3 3 3 3 4 4 4 28 1 2 2 2 3 4 4 5 32 2 2 2 3 3 4 5 5 36 2 2 1 2 3 4 1 4 5 6 12 I I I 1 1 2 2 2 16 1 1 1 Z 2 2 2 3 20 1 1 2 2 2 3 3 3 7:12-12:12 24 1 1 2 2 2 3 3 4 25 1 ., 2 3 3 4 4 32 2 2 2 3 3 4 4 5 36 2 2 2 3 3 4 5 6 Tabidated connection regn;remerts shall be perr,i*icd to be multiplied by 0.70 for framing not located ssithin 8 feet of huildm.:, corners 2 Tabulated r.dgc connection /oast, ascrme a bu:Idinf: located in Exposure B. ' Tabulated connection requirements are based on total uplift mini. 0.6 of the roof a.seiri)ly dead toad (0.6 x 10 psf). 4 Tat,ul:ited connection rail:sirements are bated on a 12 inc?t r!•.lre step sp•irng, for different ridge stran spacing. muhipl}' the tabulated values by the appropriate multiplier helmv: Rider connection Spacing (in.) 12 I6 1 M2 '_4 4X 12 Multiplier —1-1,0) 1 1.33 1 1.6() 1 100 1 4.00 6.00 When the tahulaled nur.iher of nails required in each end of the strap i; cgaal to 1 and the framing is attached in accordance pith Table 3, 1, the rid,,e strap and additional nai:irig is not required. " Whcn a collar tic is u,c d in lieu of a ridge ,trap, the number of iOd corolnnn nails requ;red in each end of the collar tic need not esceed the tabtilaled number of Rd co,non mails in a Reel strap, or the nu-nb'rr of 12d hex nails in each end of the collar Ge riccd not e.cecti the t a,ulatzd ntir+,er of 10d box nails in a steel strap. Tri kyle 3.7.0 Poof Sl entNng Attachment rcri4rlrements for t'lirld Lords - 0 8 3'` 1 l 5 lc Exposure E, Trl:le 3.11 V,"all Shertl�ing r r'I Clyddltz; Atti<C r icnt E7etlg�Ere'mnnts for Wind 1"ocds - Exp€rart4rc 1? Three second Gu<t \\'end Si,ced (rep!:) f5 00 ir'0 tt3 I2n i30 ton ISn I" I F F F F I: F is F F F STRLiCTI RAI. SfI7ATHP"C, Saul Spacing F F F F F F F F F F F F F F F F Sheathing Location' Mcat!,inc L<Y.it,un' Ra(`,7r'r:u;, Sparing Maximtim N30 S; :,irg icer kt! Common Nails er 1('! T;,,x N, t•, (inches, o c.)a 192 L-trior7onc i2 1r (inches, o.c.t Ni ixrmurn N:,,1 Srzcirg fo: old Coirm.,n "fail, or IM Hox Nail, (ruches, o c.) �6 6 1, 61, 12 6 1_' 6 12 6 12 6 1-' 6 12 6 12 6 12 F 12 6 12 iryri,, 7 e 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 192 6 12 6 12 f 12 6 12 6 12 6 12 6 12' 12 6 12' 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12" 6 12' Ix6Or 10 Shcatf,inc. 12-'_4 , 12 6 12 6 12 h 12 6 12- 6 12' 6 12- 6 6 6 6 Prnv rol!r Fd^e 7nne 1 n 19 2 b 6 I.': 12' 6 6 12 1:2 6 6 12 12' f+ 6 - 6 6 6' 6 6' 6' 6' 6' 6` 6' 4a 6' 4a 6 6 6 6 4 Tabulate,! -c l spacir- as ,,erne a h::ild:^.g loca!,<(! in Fxno,i!-r B 6 12 6 12' f 6 6 6 6' 6' 6' 6' 44 4; 4j 4a Gab?e F^, all R.,t e nr Rake Tn!sc u ' I nut: i:i B?nck 6 6 f, 6' 6' 6' 6' 4 4 4a 4a 20 .f 30 r:f' 50 ,f 70 nst. 0t 1 -lc Fn<'.,.r:'.I Rat; or Rake Tnr„ xc'n RAA Owrh,m,• 6 6 6 6 6 6 6 fi 6 6 6' BnARD SHFATHIN(i Sheah:r',Sze Raft-.rTm;s Sp:cin" \11MM11111KITr.herotFJCommon Nads (inches, o c.) Pct Support � I xt, or I zs Cl +c eal.}o- � 1_-1 to 2 1 , 2 , � , , , Ix10nrLar-rrsh,athi,c I 1'--19 3 3 7 3 3 3 3 3 L Nail spacing a, pancl ed,ccs (in.) Nail spacing at int:rmedi,.te support, in the pare! fi.l,l On ) Fot rtx,Psl:ea'hmg a ithin 4 fel of the perimeter e,!,e of -the roof, incfud ng 4 feet nn each side of the roof peak, the I fix,t perimeter eJ,.e Torr a'taclimen! requiremc^ts shalt be 11sd Ta!,ufated 12 inch(' c. n. -.!t snacmg asst:rues sheathing an ,shed to rin,erhmss framin;• r cm urs With G >04q. ror frsminc rremhcrc ts'iC: 0.42 < G <0.49, the nai' sl^,alf be rediced to 6 inclags O.C. Talutatcd 6 inch o c. rail spacing assumes she.9!iiing avached t,, raRer'tnass fr3ininc mcmhers ,vi!', G > 0.»n. For f: _mina merrbers with 0.42 < G < 0 49, �S 57­4nsh.d! he rc4 iccd to 4 inc} I's O.C. the nail " Ta',uLned 4 m,h o c. r,.dl sp :: ire ass;;tura sh,.:O mg at ar hcd to r,+ttcrtni,s fuming mrrrhern w i!h G > 0-a9 Far frnnir rremhers is ith 0 42 < G < 0-49, the nail sp2irngc shall be reduced to 3 incl e< o.c. Tait:+':ted ra!1 st„cirrs assume a b .i!,hnr, h,canrd in Fxr—li-V B. blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r. Thr,: SeCnrd Gu�t WtndSpccd In,p`t1 WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1, W(x)I) Srrzt-c„rrtizAr. rANf r. (.hot' ttimcrsion across shttl,) Stud Spacinc (ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.) 12 0 8 3'` 1 l 5 lc h� Trl:le 3.11 V,"all Shertl�ing r r'I Clyddltz; Atti<C r icnt E7etlg�Ere'mnnts for Wind 1"ocds - Exp€rart4rc 1? R..at:n!or T1:icknc;, Three Sccond (i 14 85 90 1(?r; l to Ftp !30 140 150 \Wird Stere (rn ) 1(tn ! IE) F F I" I F F F F I: F is F F F 14 1 Saul Spacing 16 (Sheath:n f Grade;, C -C, 24 16 Sheathing Location' (inches, ac ) Maximtim N30 S; :,irg icer kt! Common Nails er 1('! T;,,x N, t•, (inches, o c.)a 192 L-trior7onc i2 1r 6 6 i'— t_' �6 6 1, 61, 12 6 12 12 h 6 12 6 12 6 12 6 1' 6 12 6 12 6 t2 12 fi 6 12 12 24 24 7.'16 6 12 h 12 6 12 6 12 Is 12 6 1'_ 6 17' 1: 6 12 3 X, 12 6 12 6 _ 6 12 6 12 6 i_' fA 12 (> 4" Edgc 7.one t 6 6 12 6 12 6 12 f• 12 6 12 6 12 6 12 6 ] 2' BOARD Si1rATIIiNG T S 6 24 24 6 12 6 12' 12' 6 24 KaftcrTnt,: SI t,^ BnARD STTrATHINC, or LAP SIIIiNG 24 Sheithing Site Ra;tcr Taus; S • reit F r,,, d \iamnra \nm. r of `; Common :'tiul, orf Oil Box Kr!, Orichcs, o.c.) W rirrLes, o.c ) Per Suppi±rT G Ix6Or 10 Shcatf,inc. 12-'_4 , Z 5•v 2 , 2 S;`; $ S t, ixlO or L.art er Sheat tine 12-24 5 S 5 1 5 1 S,'x 3'4 3 4 3`4 19.2 3 ; E Nail • acini at parse/ ed es fir._) 34 �—� F Na:l space rg at intermediate su; pori, in the p.�nrl fie!! din.) 24 3 4 Fora all cheathin0 xvi:hin 4 feet of t}:c corner;, the 4 foot edge tune attachrner.t rranircnarrr, nh,01 he used. t,r 1,'tir:ih • TdFUIa•,ed 12 Irl it (1.C. Rall spa.:InC � tellmCc s'•ra't•ir a'.tartlCd In sta;tl fT:ir`,inC me!r he's 11;''1 (i > n 49 For fram:n{` rtirmt'Crc p'a't; n 42 K (i <(),49 the Pa'1 spati Ir CS sha!I he rrducecd to 6 inches (i.e. i For exterin* and sidir.., alvarved box Rails sl ;111 h, ern,wed P t g P to ; s+;h.nr:; ,• t h Lc for common r.,;!s 4 Tabulate,! -c l spacir- as ,,erne a h::ild:^.g loca!,<(! in Fxno,i!-r B blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r. Thr,: SeCnrd Gu�t WtndSpccd In,p`t1 WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1, W(x)I) Srrzt-c„rrtizAr. rANf r. (.hot' ttimcrsion across shttl,) Stud Spacinc (ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.) 12 0 8 3'` 1 l 5 lc h� —a 1 3 N' Z'l Sheat!:in;' Tvpt R..at:n!or T1:icknc;, Table 3.1211: Roof M-zenthing requi'rem.cnts for Wind Lo,,!ds - Exposure C Thrcc Sccord Gi,•t'<l in,l Si,s.C! (mpa,) fi5 90 1(tn ! IE) 12t) 3 •S 1. N 14 1 150 16 (Sheath:n f Grade;, C -C, 24 16 STRI'CTr'RAL SIIFATil1NG 24 24 19.2 192 C-I),OS13) 11 t6 (Ion^ &Tnensir n acro,,; 3 or more supports) 24 24 Rafler'Tnr,c `;n:tcinp 19-2 Minimum Panel Thiel:ncss tin.) 11% 32 24 24 24 24 7.'16 7.16 15'32 15"32 12 .; S 3 5 � 3 1 3 1+ 3 1 3 tt 3 •R 3'v in 3 X, 3 �: 3'R 3't 3'r 3 F 3'fi 3'1+ 19.2 3 IS ; w 3'1 ;'k 3.'c 3 1 3'1 7'16 24 3 `; 3's, BOARD Si1rATIIiNG T S 24 24 24 24 (<l::s ; r:Illy acrncr 3 or more sup7mr'c) 1-3'32 24 KaftcrTnt,: SI t,^ 24 24 Mini, -sunt Bonrd Thickness (in.) tf4 Orichcs, o.c.) W � Cotr.n,o:a G 10.2 i, 5•v 5'�( C C 5'S _ 5'R 5 1; S;`; $ S t, 5';; 5 S 5 1 5 1 S,'x 3'4 3 4 3`4 19.2 51 51; 34 3"4 34 34 - - 24 3 4 ; 4 t,r 1,'tir:ih - - Table 3.'12 FiInximum roof Omen thin g Spv gas for Roof Live ad. l"now Loc dsa Dead Loud Assumptions: RoofAsgcnil,ly DI,-- 1() sf Roof Live Ground Sumo Lo,id I oad 20 .f 30 r:f' 50 ,f 70 nst. blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r. Thr,: SeCnrd Gu�t WtndSpccd In,p`t1 WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1, W(x)I) Srrzt-c„rrtizAr. rANf r. (.hot' ttimcrsion across shttl,) Stud Spacinc (ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.) 12 0 8 3'` 1 l 5 lc h� —a 1 3 N' Z'l Sheat!:in;' Tvpt R..at:n!or T1:icknc;, Raver-rn.;; Sp:i.ir,! (in.) 24 Gra !c (i n.) L10 , c 2 23'32 �t;onil �tntcnrr.:l !'incl: 24 to 3 •S � 24 24 11).2 16 (Sheath:n f Grade;, C -C, 24 16 , 'l6 24 24 19.2 192 C-I),OS13) 11 t6 IS 32 24 24 24 19-2 401:0 11% 32 24 24 24 24 7.'16 7.16 15'32 15"32 blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r. Thr,: SeCnrd Gu�t WtndSpccd In,p`t1 WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1, W(x)I) Srrzt-c„rrtizAr. rANf r. (.hot' ttimcrsion across shttl,) Stud Spacinc (ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.) 12 0 8 3'` 1 l 5 lc h� —a 1 3 N' Z'l Sheat!:in;' Tvpt R..at:n!or T1:icknc;, Raver-rn.;; Sp:i.ir,! (in.) 24 Gra !c (i n.) L10 , c 2 23'32 �t;onil �tntcnrr.:l !'incl: 24 to 3 •S � 24 24 11).2 16 (Sheath:n f Grade;, C -C, 24 16 , 'l6 24 24 19.2 192 C-I),OS13) 11 t6 IS 32 24 24 24 19-2 401:0 11% 32 24 24 24 24 4`+ 24 23 32 24 24 24 24 •r ", • lit El. ti tr!7i tU.,i: .an lil; 16 o' C. It) 332 •"< � .`3 24 19.2 (Sin!rlc I'!,,cur (;ra.l,,• 20 n.c, 19 32 24 24 24 24 t:nticr!a}'nt.nt. C•C 24 o.c. 23 32 24 24 2' 24 32 o c. T S 24 24 24 24 4`;n.c. 1-3'32 24 24 24 24 1 un�hcr li,,artt tiltc•athtne tf4 W � Cotr.n,o:a G 10.2 i(, 12 12 or [?ifit,• Ct,rrr.,or, 3 4 24 1).2 19.2 16 t,r 1,'tir:ih blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r. Thr,: SeCnrd Gu�t WtndSpccd In,p`t1 WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1, W(x)I) Srrzt-c„rrtizAr. rANf r. (.hot' ttimcrsion across shttl,) Stud Spacinc (ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.) 12 0 8 3'` 1 l 5 lc h� —a 1 3 N' Z'l 1r, 2'r 3'S z 4 3'R 3 1; 716 15'32 15`32 24 (1 7 6 S 32 S n a 2 L10 , c 2 23'32 :l,t:r-ict:urn 1',:CtCi 11?!Cr:nrcc (1tt ) I1NC Ntinirnun: ilt,an! Thickns•Ss (in.) {_S Z4 Tr.�cp .. t — a.i1c w<:. R�. Tp:,la te rpliec, Rcq*1lrements for Virinld Expccrtrc �' or- C One-S,tnry t ...f ,F'.•it, ,.._ fs f. A a : M,.„�t • i 1.. . !"1. " L, Tod 1'°lrte 'C1?liee r7eripr"'rements for 111rttl - Exrrc-stare 'r.: C - 11.€1 0tlter C� �e� SEAL: pF N y�� opc oQ,�r� U N i� O O H Q n W w Q W � H W � N amt M W � O o W W 1i�,. � tr. I E DECISION R � U W M a �C4 � �o z Q�� 3 p Coe O�W Q � N ~ O O H Q Q � Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE TIII; PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO TIiESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. t'I't,l.1'l.001C- F[Rl'F213()lrin 4IiI:AT[11N(: 1110:1t21) fiFrT'A1,1 R301.2.1.2 Internal Pressure - Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall be designed as a partially enclosed building in accordance with the Residential Code of New York State. Glazed opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of ASTM E1996 and of ASTM E1886 referenced therein. Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table R301.2.1.2. TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TRIBUTARY LOADED AREA IN 7____ ­-_ ___- - T --- - SQUARE FEET FOR ANY E STRUCTURAL MEMBER ROOF SLOPE I 0 to 200 201 to 600 Over 600 Flat or rise les, fli an 4 inehe, per 20 16 t foot (1:31 - - - - ki,e 4 inches per fix,t 0:311 Ice„ than 12 inchx,�,; r faM,t 11:1) if, 1-1 i? Ri,e 12 ill hes 1'"-.r ftx,t i 1:1 ) 12 I j :uad greater 1' 1' __J f'ur SII ,quart f,,,t = h fa'a?q n:r. 1 !,sued 1> r,yu:+n f, t - O1[179 kN`m`. Inch P-1- ffx,t =1).1,!"11 rtutvim TABLE 8301.5 MINIMUM UNIFORMLY DISTRIBUTED LiVE LOADS (in pounds per square foot) USE LIVE LOAD _-cel-.._I ------------ Attics %%ith limite(I'lloral*e'''t, Attie< ,without strmat e'' 1 CI 4 t) - 00 Dt•c k s' If_mcriorhalconie, 40 Fire escapes Guardrail, and handrail"', 21 X) I GLAZED PANELS Floors and pla,tcred ceilin s L/360 Pas,en"erVehicle earai,es' ---__-_ . _'__... 4.----.r._ 5(Y - _- 40 Rt„+tn, other than ,lee int nxxns 30. Stein^ nn�an, Stairs T 40 F0, St. I pound per square fix) - 0 (11179 kN1ni2, 1 ,gn:ar inch = 645 mer'. 1 1',,und = .145 N. a. Ele.at:dt*aratCil, m,halif cap.atdcof,u;l,,>(tinza�.txK)- ,anih,.rt}.,1- Plied over a 2R-,gnur• -inch area. n. Ap;-lie, t„ attic "h+re', 11%•etinl- the requirenjerit" in Section R` 02.-1.1 for c+,ntenrior.alcrihn;•jni,t,ar<dSecConR,,ta2 i0-7tortrimo,- Atti.,ttithout 11: rc the m..N;T lurnctearhei f ht h-rnren ia,i,t and rafter k 1C„ than 4_' sortie,. c+n. here there alt not oto or nt„rr ada.iccrtt solo(, w ith the ,ate; ,t eh confi,,wadon t'apahle cif containing a rectcrosle •12 inches high I,% I fl -et -A Hr, o, greater, located within the phne of the tnt,,. For attic, u rthoul ,Alt;t •C, this 11%V 111:1 need nut ht a„timed to art eoncurrentic kith an} other lire load n rpaire recess. TABLE 8301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS" 11 _ ALLOWABLE STRUCTURAL MEMBER DEFLECTION � Rafters hay inL slopes [treater than 3/12 t+ith no GLAZING IN DOORS !� finkileii ceiling[[[tact ed to rafters LJ1tiO CLASS OF tu1ATER'AL Interior walls and p.witiom Hll,%() GLAZED PANELS Floors and pla,tcred ceilin s L/360 AND ENCLOSURES All other structural tnetnhcrs I /i 1 f) a Sndi gr.t�cl and.'ur (easel tett' attd G►'1- GLAZING IN STORM REGULATED BY Exterior walk t+ith phslcror stttCcn hni,h n/360 REGULATED BY Exterior walls-v,ind loads" tisith brittle tinishesv� Exterior i1exihle fins<h1 s Ll120 NOTE: L - span length, I I -,p:ut a. Thc.+indload,hall he rcrmittedto i--etaken a,(t.7titw> tileCurttp„trent ;and CladdmpI-ld,for thepurlNwofthedel�rmirinediflectionlimit,herein. h. Forcantilu�ermtmherc,LOialthet.tt.ena,h+ire[lie icn,thofthccaniileter_ c. t•or ahirtimtm crnntursl mentix•r, or Paneh u,Cd a❑ ars,(, or t+ally of sun- r,orn addition, or patio cover,. nut ,uppotlinr_ ctl;ge of gh,,s or sanl„ich panel,. the total load dellrct sun "hall n.>t rzcceJ Llit rt, { or, ,esti[ ich (anClc u,Cd in nxtf, ur u;atl, o(,unr,.+um addition., or Patia �ct,t'ers. the a.tal load flection, -11,01 not exceed L/I20. Section R308 - Glazing R308.3 Human impact loads - Individual glazed areas including glass mirrors in hazardous locations such as those indicated as defined in Section R308.4 shall pass the test requirements of CPSC 16CFR, part 1201. Glazing shall comply with the CPSC 16 CFR, Part 1201 criteria for Category I or Category II as indicated in Table R308.3. R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in stone doors. 4. Glazing in all unframed swinging doors. �� 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, b Vittu s 4,_. y � showers. Glazing in any part of a building wall enclosing these compartments wher the bottom exposed edge of the glazing is less than 60 inches measured vertically above any st ding",%W b9. surfaces. 6. Glazing in an individual fixed or operable panel adjacent to a door where the ne''> �rleeg*�t is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 Sq. Ft. 7.2 Bottom edge less than 18 inches above the floor. 7.3 Top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the glazing. Section R309 - Garages and Carports R309.1 Opening protection - Openings from a private garage directly into a room used for sleeping purposes shall not be pennitted. Other openings between the garage and residence shall be equipped with a 3/4 hour fire -protection -rated door assembly equipped with a self-closing device. R309.2 Separation Required - The garage shall be separated from the residence and its attic area by horizontal or vertical separations conforming to Sections R309.2.1 and R309.2.2. R309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage from the dwelling or its attic, the partition assembly shall have a 3/4 -hour fire-resistant rating. Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not required for the exterior side of the door. R311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings shall not be less than 31.5 inches where a handrail is installed on one side and 27 inches where the handrails are provided on both sides. 6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an impervious moisture barrier. 7. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is applied between the wall and the furring strips or framing members. Section R320 - Protection Against Termites R320.1 Subterranean termite control - In all of Nassau and Suffolk Counties, methods of 8311.5.2 Headroom -The minimum headroom in all parts of the stairway shall not be less than 6 feet, Protection shall be by chemical soil treatment, pressure preservative treated wood in accordance with 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface the AWPA standards listed in Section 323. 1, naturally termite resistant wood or physical barriers of the landing or platform. (such as metal or plastic termite shields), or any combination of these methods. R311.5.3.1 Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION stairs shall not exceed the smallest by more than 3/8 of an inch. Section 8402 -Materials 8311.5.3.2 Tread depth -The minimum tread depth shall be 9 inches. The tread depth shabe tC4UL.L - uoncrete - All Compression Strengths for Concrete Basement Walls, ll Foundation Walls, measured horizontally between the vertical planes of the foremost projection of adjacent treads and ata Basement Slabs and other Concrete Structures shall comply with Table 8402.2. right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 Section R403 - Footings inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads 8403.1 General - All exterior walls shall be supported on continuous solid concrete footings which shall be of sufficient shall have a minimum tread depth depth of 6 inches at any point. Within any flight of stairs the design to accommodate all loads according to Section R301 and to transmit the gieatest winder tread depth at the 12 inch walk line shall not exceed the smallestby more than 3/8 inch. resulting loads to the soil within the limitations as determined from the character of the soil. Footings inders are pennitted, provided that the width of the tread at a point not more than 12 inches from the shall be supported on undisturbed natural soils or engineered fill. si e where the treads are narrower is not less than 10 inches and the minimum width of any tread is not Ile s than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side R403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table R403.1 ;viere the tread is narrower. R311.5.4 Landings for stairways - There shall be a floor or landing at the top and bottom of each stairway. Exception: A floor or landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs. R311.5.6 Handrails - Handrails shall be provided on at least one side of each stairway with two or more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches and not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a point directly above the top riser of a flight to a point directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel posts or safety terminal. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. Section R312 - Guards K312.1 Guards required - Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have guards not less than 36 inches in height. Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured vertically from the nosing of the treads. R309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from R312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas, Section 8303 - Light, Ventilation and Heating the residence or its attic, such construction shall be protected with one layer of 5/8 -inch thick Type -Y., balconies and porches shall have intermediate rails or ornamental closures that do not allow passage o stile boar > of a sphere 4 inches or more in diameter. All Residential Construction shall comply with this section when referencing Habitable Rooms (8 /o gyp d, installed in accordance with the requirements of Section R702.3. Openings in Light & 4% Ventilation), Adjoining Rooms, Bathrooms, Stairway Illumination, Required Glazed horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313 - Smoke Alarms, Automatic Sprinkler Systems and Carbon vertical separations. Where the horizontal separation is a floor -ceiling assembly the structure p y Openings and Required Heating( 68 Min.). p g y Monoxide Alarms supporting the separation shall also be protected by not less than 5/8 -inch thick, Type -X, gypsum 8312.1 Smoke alarms -Single and multiple -station smoke alarms shall be installed in the followin 8303.6 Stair illumination- All interior and exterior stairways shall be provided with a means to board or equivalent. g locations. 1. In each sleeping room, 2. Outside of each separate sleeping area in the immediate illuminate the stairs, including the landings and treads. Exterior stairways providing access to a Section 8310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars basement from the outside grade level shall be provided with an artificial light source located in the 8310.1 Emergency escape and rescue openings required -Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels immediate vicinity of the bottom landing. every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an intervening door between the adjacent levels, a smoke alarm installed on the upper emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story Section 8305 -Ceiling Height inches above the floor. below the a er le 1 Wh 8305.1 Minimum Height - Habitable rooms, hallways, corridors, bathrooms, toilet rooms and laundry rooms shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finish floor to the lowest projection from the ceiling. Section R307 - Toilet, Bath and Shower Spaces R307.1 Space required - Fixtures shall be spaced as per Figure R307.1 WALL ,';rAI a -4 IN. _ j 4 4 tN. 21 IN CLEARANCE 15 IN. - }�- 1 1-1 Sl. I inch = 25.4 tete -,/A LL 2 V _-►{Is- e li > IC LAVATOR! ES LL 21 IN. CLEARANCE WATER CLOSET OR BIDET 15iN TUB WALL WALL 301N. 30 IN t AKiN. - 2FRONT OF OPENI4 IN. CLEARANCE IN • NG S HOt",°ER V TALL 21 IN. CLEARANCE WATER CLOSETS FIGURE R307.2 MINIf.1UM FIXTURE CLEARANCES WALL pp ve . en more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation R310.1.1 Minimum opening area - All emergency escape and rescue openings, except Grade floor of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible Openings, shall have a minimum net clear opening of 5.7 Square Feet. Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. 8310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches. R310.1.3 Minimum opening width - The minimum net clear opening width shall be 20 Inches. R310.2 Window wells - The minimum horizontal area of the window well shall be 9 square feet, with a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. Exception: The ladder or steps required by Section R310.2.1 shall be pennitted to encroach a maximum of 6 inches into the required dimensions of the window well. R310.2.1 Ladder and steps - Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required to comply with Sections R311.5 and R311.6 Ladders or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. Section R311 - Means of Egress 11311.3 Hallways - The minimum width of a hallway shall be not less than 3 feet. R311.4.1 Exit door required - Not less than one exit door conforming to this chapter shall be provided from each dwelling unit. The required exit door shall provide for direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. R311.4.2 Door type and size - The required exit door shall be a side- hinged door not less than 3 feet in width and 6 feet 8 inches in height. R311.4.3 Landings at doors - There shall be a floor or landing on each side of each exterior door. The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall not be required to comply with this requirement but shall have a rise no greater than 8.25 Inches R313.1.2 Power source - The required smoke alanns and carbon monoxide alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source, and when primary power is interrupted, shall receive power from a battery. Wiring shall be pennanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be permitted to be battery operated when installed in buildings within commercial power or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1 R313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the following locations: 1. Within each dwelling unit on any story having a sleeping area. 2. On any story of a dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment, fireplaces or attached garages are located. A carbon monoxide alarm installed on any story of a dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and equipment, solid -fuel burning appliances and equipments, fireplaces or attached automotive parking garages are also located. When more than one carbon monoxide alarm is required to be installed within an individual dwelling unit, the alarms shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms shall not be located within or near the openings to garages, bathrooms or furnace rooms. Section R319 - Protection Against Decay R319.1 Location required - All construction within Nassau and Suffolk Counties is required install an approved pressure treated lumber or decay resistant heartwood in the following conditions. 1. Wood joists or the bottom of a wood structural floor when closer than 18 inclies or wood girders when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 2. All wood framing members that rest on concrete or masonry foundation walls and are less than 8 inches from the exposed ground. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 0.5 inches on tops, sides and ends. 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches from the ground. #4 REIVFORCING T EAR 181N PAIN. LN^vTH � .i , l 18 It., MAX 94 REINFORCING BAR 18 IN. MIN LERl37H 36 IN MIN #4 RFiNFORCItdG EAR 1hiJQ(-,ti 18 IN MIN. LENST14 The mitis: 1m f+w)tin_(- thickne.c. T. in "[egged ares, .hall egos! ti C fiat ir.n [hickn, c in tI1 ne unsleM ed area, The rcinL,r, ins• Imr .ve in etgTtNI an•a, .hall eyn;d tile' har we in !hose un`upped am,, A minimum of 3 tnchec of concrete i� regueed around all reinforcing hen,. FIGURE R403.1.5 Section R404 - Foundation Walls %-oncrete loundation walls - Concrete foundation walls shall be constructed as set forth in Tables R404.1.1(2), R404.1.1(3) and R404.1.1(4). TABLE R401.4.1 TABLE R303.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING FOUNDATION MATERIALS' LOAD-BEARING PRESSURE I GLAZING IN DOORS !� (pounds pct CLASS OF tu1ATER'AL square foot) GLAZED PANELS GLAZED PANELS AND ENCLOSURES 4.11(Ni a Sndi gr.t�cl and.'ur (easel tett' attd G►'1- GLAZING IN STORM REGULATED BY REGULATED BY REGULATED BY �.0(1f1 EXPOSED SURFACE OR CONISINATiON GLAZING IN ITEM 7 OF SECTION ITE? OF SECTION iTEft 5 OF SECTION : SLIDINGGLASS AREA OF ONE SiDE DOORS DOOPS R308.4; R308.4 830$.4 DOORS PATIO TYPE I OF ONE LITE (Category Class) {Category Clays} (Category Class) ; (Category Class) a (Cate o Cs ... (Category Class} 9 , tq ft or le,siryI3s dc-tc'rmincd h, it ,oi',, ircc,u,•.inon. (1 bore [hart 9 sq ft it i II tt11 i( 1i For SI: 1 square foot = 0.0921) �.-____�.___ -.- --- 'NR R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in stone doors. 4. Glazing in all unframed swinging doors. �� 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, b Vittu s 4,_. y � showers. Glazing in any part of a building wall enclosing these compartments wher the bottom exposed edge of the glazing is less than 60 inches measured vertically above any st ding",%W b9. surfaces. 6. Glazing in an individual fixed or operable panel adjacent to a door where the ne''> �rleeg*�t is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 Sq. Ft. 7.2 Bottom edge less than 18 inches above the floor. 7.3 Top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the glazing. Section R309 - Garages and Carports R309.1 Opening protection - Openings from a private garage directly into a room used for sleeping purposes shall not be pennitted. Other openings between the garage and residence shall be equipped with a 3/4 hour fire -protection -rated door assembly equipped with a self-closing device. R309.2 Separation Required - The garage shall be separated from the residence and its attic area by horizontal or vertical separations conforming to Sections R309.2.1 and R309.2.2. R309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage from the dwelling or its attic, the partition assembly shall have a 3/4 -hour fire-resistant rating. Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not required for the exterior side of the door. R311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings shall not be less than 31.5 inches where a handrail is installed on one side and 27 inches where the handrails are provided on both sides. 6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an impervious moisture barrier. 7. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is applied between the wall and the furring strips or framing members. Section R320 - Protection Against Termites R320.1 Subterranean termite control - In all of Nassau and Suffolk Counties, methods of 8311.5.2 Headroom -The minimum headroom in all parts of the stairway shall not be less than 6 feet, Protection shall be by chemical soil treatment, pressure preservative treated wood in accordance with 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface the AWPA standards listed in Section 323. 1, naturally termite resistant wood or physical barriers of the landing or platform. (such as metal or plastic termite shields), or any combination of these methods. R311.5.3.1 Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION stairs shall not exceed the smallest by more than 3/8 of an inch. Section 8402 -Materials 8311.5.3.2 Tread depth -The minimum tread depth shall be 9 inches. The tread depth shabe tC4UL.L - uoncrete - All Compression Strengths for Concrete Basement Walls, ll Foundation Walls, measured horizontally between the vertical planes of the foremost projection of adjacent treads and ata Basement Slabs and other Concrete Structures shall comply with Table 8402.2. right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 Section R403 - Footings inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads 8403.1 General - All exterior walls shall be supported on continuous solid concrete footings which shall be of sufficient shall have a minimum tread depth depth of 6 inches at any point. Within any flight of stairs the design to accommodate all loads according to Section R301 and to transmit the gieatest winder tread depth at the 12 inch walk line shall not exceed the smallestby more than 3/8 inch. resulting loads to the soil within the limitations as determined from the character of the soil. Footings inders are pennitted, provided that the width of the tread at a point not more than 12 inches from the shall be supported on undisturbed natural soils or engineered fill. si e where the treads are narrower is not less than 10 inches and the minimum width of any tread is not Ile s than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side R403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table R403.1 ;viere the tread is narrower. R311.5.4 Landings for stairways - There shall be a floor or landing at the top and bottom of each stairway. Exception: A floor or landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs. R311.5.6 Handrails - Handrails shall be provided on at least one side of each stairway with two or more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches and not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a point directly above the top riser of a flight to a point directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel posts or safety terminal. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. Section R312 - Guards K312.1 Guards required - Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have guards not less than 36 inches in height. Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured vertically from the nosing of the treads. R309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from R312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas, Section 8303 - Light, Ventilation and Heating the residence or its attic, such construction shall be protected with one layer of 5/8 -inch thick Type -Y., balconies and porches shall have intermediate rails or ornamental closures that do not allow passage o stile boar > of a sphere 4 inches or more in diameter. All Residential Construction shall comply with this section when referencing Habitable Rooms (8 /o gyp d, installed in accordance with the requirements of Section R702.3. Openings in Light & 4% Ventilation), Adjoining Rooms, Bathrooms, Stairway Illumination, Required Glazed horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313 - Smoke Alarms, Automatic Sprinkler Systems and Carbon vertical separations. Where the horizontal separation is a floor -ceiling assembly the structure p y Openings and Required Heating( 68 Min.). p g y Monoxide Alarms supporting the separation shall also be protected by not less than 5/8 -inch thick, Type -X, gypsum 8312.1 Smoke alarms -Single and multiple -station smoke alarms shall be installed in the followin 8303.6 Stair illumination- All interior and exterior stairways shall be provided with a means to board or equivalent. g locations. 1. In each sleeping room, 2. Outside of each separate sleeping area in the immediate illuminate the stairs, including the landings and treads. Exterior stairways providing access to a Section 8310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars basement from the outside grade level shall be provided with an artificial light source located in the 8310.1 Emergency escape and rescue openings required -Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels immediate vicinity of the bottom landing. every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an intervening door between the adjacent levels, a smoke alarm installed on the upper emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story Section 8305 -Ceiling Height inches above the floor. below the a er le 1 Wh 8305.1 Minimum Height - Habitable rooms, hallways, corridors, bathrooms, toilet rooms and laundry rooms shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finish floor to the lowest projection from the ceiling. Section R307 - Toilet, Bath and Shower Spaces R307.1 Space required - Fixtures shall be spaced as per Figure R307.1 WALL ,';rAI a -4 IN. _ j 4 4 tN. 21 IN CLEARANCE 15 IN. - }�- 1 1-1 Sl. I inch = 25.4 tete -,/A LL 2 V _-►{Is- e li > IC LAVATOR! ES LL 21 IN. CLEARANCE WATER CLOSET OR BIDET 15iN TUB WALL WALL 301N. 30 IN t AKiN. - 2FRONT OF OPENI4 IN. CLEARANCE IN • NG S HOt",°ER V TALL 21 IN. CLEARANCE WATER CLOSETS FIGURE R307.2 MINIf.1UM FIXTURE CLEARANCES WALL pp ve . en more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation R310.1.1 Minimum opening area - All emergency escape and rescue openings, except Grade floor of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible Openings, shall have a minimum net clear opening of 5.7 Square Feet. Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. 8310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches. R310.1.3 Minimum opening width - The minimum net clear opening width shall be 20 Inches. R310.2 Window wells - The minimum horizontal area of the window well shall be 9 square feet, with a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. Exception: The ladder or steps required by Section R310.2.1 shall be pennitted to encroach a maximum of 6 inches into the required dimensions of the window well. R310.2.1 Ladder and steps - Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required to comply with Sections R311.5 and R311.6 Ladders or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. Section R311 - Means of Egress 11311.3 Hallways - The minimum width of a hallway shall be not less than 3 feet. R311.4.1 Exit door required - Not less than one exit door conforming to this chapter shall be provided from each dwelling unit. The required exit door shall provide for direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. R311.4.2 Door type and size - The required exit door shall be a side- hinged door not less than 3 feet in width and 6 feet 8 inches in height. R311.4.3 Landings at doors - There shall be a floor or landing on each side of each exterior door. The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall not be required to comply with this requirement but shall have a rise no greater than 8.25 Inches R313.1.2 Power source - The required smoke alanns and carbon monoxide alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source, and when primary power is interrupted, shall receive power from a battery. Wiring shall be pennanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be permitted to be battery operated when installed in buildings within commercial power or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1 R313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the following locations: 1. Within each dwelling unit on any story having a sleeping area. 2. On any story of a dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment, fireplaces or attached garages are located. A carbon monoxide alarm installed on any story of a dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and equipment, solid -fuel burning appliances and equipments, fireplaces or attached automotive parking garages are also located. When more than one carbon monoxide alarm is required to be installed within an individual dwelling unit, the alarms shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms shall not be located within or near the openings to garages, bathrooms or furnace rooms. Section R319 - Protection Against Decay R319.1 Location required - All construction within Nassau and Suffolk Counties is required install an approved pressure treated lumber or decay resistant heartwood in the following conditions. 1. Wood joists or the bottom of a wood structural floor when closer than 18 inclies or wood girders when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 2. All wood framing members that rest on concrete or masonry foundation walls and are less than 8 inches from the exposed ground. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 0.5 inches on tops, sides and ends. 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches from the ground. #4 REIVFORCING T EAR 181N PAIN. LN^vTH � .i , l 18 It., MAX 94 REINFORCING BAR 18 IN. MIN LERl37H 36 IN MIN #4 RFiNFORCItdG EAR 1hiJQ(-,ti 18 IN MIN. LENST14 The mitis: 1m f+w)tin_(- thickne.c. T. in "[egged ares, .hall egos! ti C fiat ir.n [hickn, c in tI1 ne unsleM ed area, The rcinL,r, ins• Imr .ve in etgTtNI an•a, .hall eyn;d tile' har we in !hose un`upped am,, A minimum of 3 tnchec of concrete i� regueed around all reinforcing hen,. FIGURE R403.1.5 Section R404 - Foundation Walls %-oncrete loundation walls - Concrete foundation walls shall be constructed as set forth in Tables R404.1.1(2), R404.1.1(3) and R404.1.1(4). TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS' LOAD-BEARING PRESSURE I (pounds pct CLASS OF tu1ATER'AL square foot) (rytalltnc hcdrock . 1.'..0,1[1 Sed.nlentan_• and Foliated rock 4.11(Ni a Sndi gr.t�cl and.'ur (easel tett' attd G►'1- 3,01+! Sand, silt) ,and. cla\e\ "and. silt' gravel and' cLa)e}' gra, e{ �.0(1f1 11511', SP, SNI, SC, (IM and GC's Claes $ands' elav' silty clay, clayey "ilt, "dt ':ind sandv silt AC'L, MI- NIH and Cl1) Fur 5l: !pound per syu:ttc tout o O.fi.}�„ kN'tn'. a. 1i'}1rn,�il testi ar: ('egos; r,l',� Section kS+ll s, the aI!„p, atilt hrinn`• cal,ar- iti,, of the ,r,il ,hal! he p,:rt tit th reromnx nd, hums !,. `.1'h:re i t-I,Lu'r• xn}+ aide an albw.:d•k' heats[ s t':•},aa'ifc n' (r„ tt; �n i S(H' p,f are h6..h G, h�• p•r.ent:a tie_ ti:e. the diI„t„t! )�• b. -:coag cat ;r. ih ,Fall �• dc-tc'rmincd h, it ,oi',, ircc,u,•.inon. JR 4v4.l.o riteight alcove finished grade - Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of inches elsewhere. R404.1.7 Backfill placement - Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor, or has been sufficiently braced to prevent damage by the backfill. Section R405 - Foundation Drainage R405.1 Concrete or masonry foundations - Drains sball be provided around all concrete and masonry foundations that retain earth and enclose habitable or usable spaces located below glrade. Drainage tiles, gravel or crushed stone drains, or perforated pipe shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Gravel or crushed stone drains shall extend at least 1 foot beyond the outside edge of the footing and 6 inches above the top of the footing and be covered with an approved filter membrane material. The top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock as least one sieve size larger than the Ile joint opening or perforation and covered with not less than 6 inches of the same material. Section R406 - Foundation Waterproofing and Dampproofing R4061 Concrete or masonry foundation dampproofing - Foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed from the top of the footing 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 with a bituminous coating or 3 pounds per square yard of acrylic modified cement or 1/8 inch coat of surface -bonding mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section R406.2. Concrete walls shall be dalnpproofed by applying any one of the above listed dampproofing materials or any one of the waterproofing materials listed in Section R406.2 to the exterior of the wall. n EA 0 a TIIESE PLAN INSTRUMENT 1 AND ARE TI IE OF THE EN ALTERATION C TO THESE, PI VIOLATION C 7209 OF TIIE Z STATE EDUCE? Section R408 - Under -Floor Space 408.1 Ventilation - The under -floor space between the bottom of the floor and the earth under any building (except space occupied by a basement or cellar) shall be provided with ventilation openings through foundation walls or exterior walls. The minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet of under -floor space area. One such ventilation opening shall be within 3 feet of each corner of said building. R408.3 Access - Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be 16 inches by 24 inches. When any portion of the through wall access is below grade, an areaway of not less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. CHAPTER 5 - FLOORS Section R502 - Wood Floor Framing R502.1 Identificatiion - Load-bearing dimension lumber for joists, beams and girders shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber ;grading or inspection agency meeting the requirements of Section R502 - Wood Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise. R502.6 Bearing - The ends of each joist, beam or girder shall have not have less than 1.5 inches of bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported in a 1 inch by 4 inch ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. R502.7 Lateral restraint at supports - Joists shall be supported laterally at the ends by full -depth solid blocking not less than 2 inches nominal in thickness; or by attachment to a header, band, or rim joist, or to an adjoining stud; or shall be otherwise provided with lateral support to prevent rotation. R502.7.1 Bridging - Joists exceeding a nominal 2 by 12 shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or continuous 1 inch by 3 inch strip nailed across the bottorn of joists perpendicular to joists at intervals not exceeding 8 feet. R502.8 Drilling and notching - Structural floor members shall not be cut, bored or notched in excess of the limitations specified in Figure R502.8. -------- ! L ------ _t {. L'a - i4v;A t n.l I _♦ _ f LC.c 4AAX- N:J NOTC-_S 1y; 7D i PER :'T'FO -' _1. ' �( 3r,•.ti( 1--1 _J( (_D•R MAx y OF SUPPORTS FLOOR,10117 CFN7FRCUiS MATERIAL ANO FASTENERS""I I I I I DA MAX w II - o J 1-r14 MAX. 1 1 � I i I I WO FLOOR JOIST --F'41) CUTS MAX D FROM SUPPORT N01.11NAL SHEATHING Wood or wood Fiberboard Gypsum I plastic W !rC THICKNCS ;a i JOINT ^� D 3 01'14;•: - I 1 sheathing Into sheathing into sheathing Direct to � Ri FTERrC FILING JO1'1TS ( PRV 7 1) SIDING 61ATERIAL (inches) { TPEATA,Ff1T �' 01 MAX sheathing - - 0 i?,I nail stud 01?0[fail stud (11-'O nail I ' ! offat - i / I- FIE OR CONCJ:T ` 2 I MINI FR';1., TOP AND POTTOM OF J IST t C IACTJA! DFPTHt F •f SI I in, h - 25 l inn, W FIGURE R502.8 CUTTING, NOTCHING AND DRILLING R502.9 Fastening - Floor fi-aming shall be nailed in accordance with Table 602.3(1) Where posts and beams or girder construction is used to support framing, positive connections shall be provided to ensure against uplift and lateral displacement. Section R506 - Concrete Floors (On Ground) R506,1 General - Concrete slab -on -ground floors shall be a minimum 3.5 inches thick. The specified compressive strength of concrete shall be as set forth in Section R402.2. R506.2.1 Fill - Fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure uniform support of the slab, and except where approved by a registered design professional, the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth. R506.2.2 Base - A 4 -inch -thick base course consisting of clean graded sand, gravel, crushed stone or crushed blast -furnace slag passing a 2 -inch sieve shall be placed on the prepared subgrade when the slab is below grade. R506.2.3 Vapor retarder - An approved vapor retarder with joints lapped not less than 6 inches shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. CHAPTER 6 - WALL CONSTRUCTION Section R602 - Wood Wall Framing R602.1 Identificatiion - Load-bearing dimension lumber for wood wall construction shall be identified by a grad!, mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of Section R502 - Wood Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise. R603.7 Structural sheathing - Wall sheathing requirements & attachment shall conform to AF&PA WFCM-2001 Tables 3.11, 3.13A. Section R613 - Exterior Windows and Glass Doors R613.4 Wind-borne debris protection - Protection of exterior windows and glass doors in building located in hurricane -prone regions from wind-borne debris shall be in accordance with Section R301.2.1.2. R613.5.1 Anchoring requirements - Window and glass door assemblies shall be anchored in accordance with published manufacturer's recommendations to achieve the designed pressure specified. Section R703 - Exterior Coverings R703.1 General - Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The exterior wall envelope shall be designed and constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water -resistive barrier behind the exterior veneer as required by Section R703.2. R703.2 Weather -resistant sheathing paper - Asphalt -saturated felt free from holes and breaks, weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. 5_r�> R703.4 Attachments - Unless specified otherwise, all wall coverings shall be secufe-ly fastened�itt) accordance with Table R703.4 or with other aluminum, stainless steel, zinc -coated c other corrosive -resistive fasteners. NOV 12 2019 TABLE R703.4 L7__0fi1T!'� Boa WEATHER -RESISTANT SIDING ATTACH1,1ENT AND MINIMUM THICKNESS 1--1 _ TYPE OF SUPPORTS FOR THE SIDING, MATERIAL ANO FASTENERS""I b••,i w z Qz WO �) Foam N01.11NAL SHEATHING Wood or wood Fiberboard Gypsum I plastic W !rC THICKNCS ;a i JOINT PAPER 3fructurAl pnoet sheathing Into sheathing into sheathing Direct to � 11 Numh-r or spacing ! SIDING 61ATERIAL (inches) { TPEATA,Ff1T �' j REQUIRED - i- sheathing - - 0 i?,I nail stud 01?0[fail stud (11-'O nail into stud studs � 0.I2t1 tint ! offat - i ----i'-- -- I N O W I'! ton'_ ,..ionP •. ? h,t1n 11.,11' a.!ovrd U iH,,rinontad { i1,11!sU+,rt Z 0 1?i) nail U I20nml O I_`0 flaiI 0.120 Not f car,, a,+nad ahnninutri �\ • , No I'; " lone 11 ,"!,,nc .'" I„r, • n.n!' ;It!,,ard •(�,�i iia:. 1� 0019 1., ( 0.120IlaiI 1) 120 nail "lois I 012(?nail it -120 11.1 ?It nail ~ No W44 a in,rlarh,rT it {---I 1'l," hin:• ,'i j 2'd."hin_• nail' i'/." I„ria W Bri(1. xt•tH •C'r' U N i H Cen.rele ma,orri, Secti,•n 8701 1'c: !Note nu' Ser Srciir,n 8701 an'I f irnrc R7(': 7' ,n:cr i '/ Sir R I -i)" 2 Nr,I01, Nlilp t, N1,tp U N.`te 0 NV[_ U I J r,l nil +01:11'-\OItIC31 11 _ .1 in1Cr. V: n I- r ; i 11 rdl, ,ar,f Sidin• i • _ N, tc >• ( St' ` R�1);.2 No,. t 4 Not• c{ Note 9 Note t1 ...-. Noli ( 1 N ,Ie (I Ne'fC t T Note t ! Carni a++nld ' L:ri ,nl:m•.11ortr+,ata! No,:- r { Ye, Note y Not! q 0.I 13 rail 0 ! 13 Not C,Itne :I, +tuts itccl 21)l.i. Lap No ," 2'%."il.ill' St.trlr' IIl'lt 0l! r,f: iflr• iSf„nc• \rnCcr ( ? SrCtion 871,1 yr, ('+:,,tr inl See Se\1t„•) R'.i1. and T,•�,:re 11 101.7' Note V No 10 p 6,d ha,1 n'i:I (Nd ho" nAl i Ad I„'x rail hat nail' 6d t • x nail.! J; not 6" i n 1 r I"'. l'a tictchoard par,: k ! allo\t rd 1 ( ). -_� Nrtr 1• -----�----- ------f- 6d ].rix null X(! hat nAl 9d box n:nt box nail' NI hnx flai) + --._1_____. !, ' -----, Nofe r. I'1}\\ ,,,1 p:ux'h /. Nile g No0. r ,,• 0.09 0 nail_ !),1 11 rdil °'/."I 1) O')') nail ," I),I 1; O U't') 0i fill cd^r, Ic\teriorcraJrt nail' nail-]'" ! r 1 1 ?I) nail 1'(." (1 I _'0 nAl '" (t I ?0 n.n1 ?" ! 11. 1211 Nat S line a, stud �'in� l +idine' 0 0+> 1a;1 K'' Claris -1'/ " Starle „/_' St 11'1, ' t,' n n!" ll lowed ,raring 11 "x>tl' Ru,[le. drop 'I \1,11 I I.^I I, No Face n.li!,n,• 1,!, r„ i i 6'" \+iJth,, i r.nl �' i:,:S\cracc ship! 1r--- n 1 j 1 I r I-artn_': s" ' -- -- I 1 al' No 1 .INICnrr penetration into stud -1" ,i nail- -_ / \c,c4h, and neer, i Rr'.rl l t a pie 2" � nail, i,rr !Ti'.r1 tt p a i I.ap � No Y hc.u'i n t, hk!r L•1rn•nt p:r,' I Yr, b:! ion n,io1; fol curro,irin 6J corr"ion 6" tic on cit^re. ccl-ro,irn I,.,11nn NotCt diel i i N, t: y re+nt.mr nail' rr,i,i.tnt nsit rr,i,tanr nail' rr,,,tant intrrn)cd. +Ind, I i - I i r• (',l CwTonion (I'l Corrosion 6,i C1"Tnq nit i iter ceniont Lir +Ir11ni' Note N ri,i,(.tn! No,o x - i NntC } rC:,,l,,nt n,r:I re,t,tanr r.:n1' resivan! mai) : , _f I or til: I Inch -'_?.-f n•rn. , f .S ' ' � a r h, 1thn:^ tti' • , : 1, • ,�, • �, n, h„ 1,idin:• ,hat': he a h, 1 t a.I3.'^..,u,t1.,':, � (,' ^,Isis -enter 1crl.tr, a,\. ,.c1_ ( t+. , i t1,,�•l', 1 incl, _•tx 1 i is a n cd n•r that . aCu,e fir r , h Nail i, a 1•.•neral L-cription ar!J ,hail t 'T ^-h: a,1, modified round head. or round h,a^i N Wl +n:IXIth lir d: f 1'n,c•d ,hAlIkS. staple, ,hall have a Inin'GIrt11, ern\ n u idth r( 7/l,, inch OUt,ide Jl:ueeler and hr manutactiii-ed (if minrrnurl No. I1� f'1ee txirC ,l- nail, tit +t,ipIcN ,1: Ili hr a!vmimint, s.,h, III/ed. of n„t-pre\er.tivr mated and ,h,,li be driven into the 11 LI, 1"r f!I"!I,. d or 2N'P,unl haCLi^ e •, r\Ilrl,inurr nail, ,11,1111„ u,rd to att,:eh ahnflir.u,t, sidn!_•. Allmlinum 10 (�) im, it S11a11 hP unba'-1cti C',1\' \\ bin the maximi m, pm) \\ idol, i, 10 nwhl + an,l 1110 11) t-61rinn t1:it a1r0:: 1, 8 11:.11,•,. Ili,, o,le rate e for :l1U11,1nnn\ !din^ ,11.1!1 N' fn W2 ire° (If file nr,:•un.11 din,en,ion It1M,a`ti,orp.lnel, acrearphodox'fir sheathin,fira Ue.,ther-re+Ctant ntClr.hr.irr. l,oipit, rlr •J not be Ire"lord. (1li7a'r\\i,e• I,r•rl;c.II)t,;nt,+luille,l'i cif al,til,l, :1^:ll,eit,t- ered N;th hat+r n, or Ir• lappe.l. '1. All arta: hmcstc Om!l N coated tt ith a corr,+ion-rc6,ti\e matin^. F Sh::l! fv of :lpproveil tvrc. CHAPTER 8 - ROOF -CEILING CONSTRUCTION Section R802 - Wood Roof Framing R802.1 Identification - Load-bearing dimension lumber for wood roof -ceiling construction shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of Section R502 - Wood Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise. R802.2 Design and Construction - Roof -ceilings shall be designed and constructed in accordance with AF&PA/WFCM-2001 and ASCE 7. R802.3 Framing details - Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. Ridge board shall be at least cinch nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 inch nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute the specific load at that point. Where roof pitch is less than 3 units vertical in 12 units horizontal, structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. R802.6 Bearing - The ends of each rafter or ceiling joist shall have not less than 1.5 inches or bearing on wood or metal and not less than 3 inches on masonry or concrete. 1111. 2.7 Cutting and notching - Structural roof members shall not be cut, bored or notched in .ss of limitations specified in this section. R 02.7.1 Sawn Lumber - Notches in solid lumber joists, rafters and beams shall not exceed one 6 Appea h of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. The tension side of members 4 inches or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of the holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the notch. R703.5 Wood shakes and shingles - Wood shakes and shingles shall conform to CSSD Grading Rales for Wood Shakes and Shingles. R703.5.1 Application - Wood shakes or shingles shall be applied either single -course or double course over nominal 1/2 inch wood -based sheathing or to furring strips over 1/2 inch nominal nonwood sheathing. A weather -resistant permeable membrane shall be provided over all sheathing, with horizontal overlaps in the membrane of not less than 2 inches and vertical overlaps of not less than 6 inches. Where furring strips are used, they shall be 1 inch by 3 inches or 1 inch by 4 inches and shall be fastened horizontally to the studs with 7d or 8d box nails and shall be spaced a distance on center equal to the actual weather exposure of the shakes or shingles, not to exceed the maximum q P g exposure specified in Table R703.5.2. The spacing between adjacent shingles to allow for expansion shall not exceed 1/4 inch, and between adjacent shakes it shall not exceed 1/2 inch. The offset spacing between joints in adjacent courses shall be a minimum of 1 1/2 inches. TABLE R703.5,2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSAbC �- (Dimensions are in inches) LENGTH EXPOSURE FOR SiNGLE COURSE EXPOSURE FOR DOUF3LE COURSE shinrle,�^ 16 iS 2.1 Sh;t1,c," 1,4 24 For SII inch - 25.4 man. a. 1)ut,emion, rken are for No. I grade. r A IIIA ,111111111 10 inch rxpn+urc i+ perm !ted for No. 2 Pradc. A n' n inillm I I -inch ex o%nri- IN poriniffiIii for N., ,-r, fI- 711: 121, S1/: I.1 1111, 16 t/= 1.1 R802.7.2 Engineered wood products - Cuts, notches and holes bored in laminated veneer lumber, glue -laminated members or I joists are not permitted unless the effect of such penetrations are specifically considered in the design of the member. R802.8 Lateral support - Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5 to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to prevent rotation. R802.11.1 Roof tie -down - Roof assemblies subject to wind uplift pressures of 20 Lbs per Sq. Ft. or greater, as established in Table R301.2(2), adjusted for height and exposure per Table R301.2(3), shall have rafter or truss ties provided at bearing locations in accordance with Table R802.11. A continuous load path shall be provided to transmit the uplift forces from the rafter or truss ties to the foundation. Wind uplift pressure on roof assemblies shall be determined using an effective wind area of 100 Sq. Ft. and Zone 1 in table R301.2(2). Section R803 - Roof Sheathing R803.1 Lumber sheathing - allowable spans for lumber used as roof sheathing and the attachment there of shall conform to AF&PA WFCM-2001 Tables 3.10, 3.12A, 3.1213 CHAPTER 9 - ROOF ASSEMBLIES Section R905 - Requirements for Roof Coverings R905.2 Asphalt Shingles - The installation of asphalt shingles shall comply with the provisions of this section. R905.2.2 Slope - Asphalt shingles shall only be used on roof slopes of two units vertical in 12 units horizontal or greater. For roof slopes from two units vertical in 12 units horizontal up to four units vertical in 12 units horizontal, double underlayment application is required in accordance with Section R905.2.7. R905.2.3 Ilnderlayment - Unless otherwise noted, required underlayment shall conform with ASTM D 226, Type I, or ASTM D 4869, Type I. Self -adhering polymer modified bitumen sheet shall comply with ASTM D 1970. R905.2.4 Asphalt shingles - Asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or D3462. Asphalt shingles shall to certified to withstand 110 mph basic wind speed. R905.2.5 Fasteners - Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch into the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate tlirough the sheathing. Fasteners shall comply with ASTM F 1667. R905.2.6 Attachment - Asphalt strip shingles shall have the number of fasteners required by the manufacturer to withstand a basic wind speed of 110 mph. Fastening method shall be tested in accordance with ASTM D 3161, modified to use a wind speed of 110 mph. R905.2.7 Underlayment application - For roof slopes fiom two units vertical in 12 units horizontal up to four units vertical in 12 units horizontal, underlaymnet shall be two layers applied in the following manner. Apply a 19 inch strip of underlayment felt parallel with and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36 inch wide sheets of PART VII -PLUMBING underlayment, overlapping successive sheets 19 inches, and fastened sufficiently to hold in place. For roof slopes of four units vertical in 12 units horizontal or greater, underlayment shall be one layer All Plumbing Systems & Fixtures, Water Heaters, Water Supply and Distribution, Sanitary Drainage, applied in the following manner. Underlayrnent shall be applied shingle fashion, parallel to and Vents, and Traps must comply with and be installed in accordance with Part VII -Plumbing of the starting from the eave and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be Residential Code of New York State. offset by 6 feet. PART VIII - ELECTRICAL All electrical work must conform to N.F.P.A. 70-1999 and be installed in accordance with Part VIII - R905.2.7.1 Ice protection - In all of Nassau and Suffolk County an Ice barrier that consists of a least Electric of the Residential Code of New York State. The inspection Agency providing the electrical two layers of underlayment cemented together or of aself-adhering polymer modified bitumed certificate must certify that all electrical work has been installed in accordance with these Codes. together or of a self -adhering polymer modified bitumen sheet, shall be used in lieu of normal underlayment and extend from the eave's edge to a point 24 inches inside the exterior wall line of the building. R905.2.8.1 Base and cap flashing - Base and cap flashing shall be installed in accordance with manufacturers installation instructions. R905.2.8.2 Valley flashing - Valley flashing shall be installed inaccordance with manufacturer's installation instructions before applying shingles. R905.2.9 Application - Mineral -surface roll roofing shall be installed in accordance with the Residential Code of New York State or the Manufacturer's Specifications, whichever is greater. CHAPTER 11 - ENERGY EFFICIENCY Section N1102 - Building Envelope N1102.1 Thermal performance criteria - The minimum required insulation R -value or maximum required U -factor for each element in the building then -nal envelope (fenestration, roof/ceiling, opaque wall, floor, slab edge, crawl space wall and basement wall) shall be in accordance with the criteria in Table N1102.1 or Table N1101.3.5 for electric resistance heat. One -and -two-family dwellings, with greater than 15 -percent glazing area; townhouses, with greater than 25 -percent glazing area; and any residential building in climates with HDD equal to or greater than 13,000; shall detennine compliance using the building envelope requirements of the Energy Conservation Construction Code of New York State. PART V - Mechanical All Mechanical Systems, Heating and cooling equipment, Exhaust systems, Duct systems, Combustion air, Chimneys and vents, Special fuel -burning equipment, Boilers/water heaters, Hydronic piping, Special piping and storage systems and Solar systems must comply with and be installed in accordance with Part V - Mechanical of the Residential Code of New York State. CHAPTER 13 - GENERAL MECHANICAL SYSTEMS REQUIREMENTS Section M1305 - Appliance Access M1305.1 Appliance access for inspection, service, repair and replacement - Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. Thirty inches of working space shall be provided in front of the control side to service an appliance. Room heaters shall be permitted to be installed with at least an 18 -inch working space. A platform shall not be required for room heaters. M1305.1.2 Appliances in rooms - Appliances installed in a compartment, alcove, basement or similar space shall be accessed by an opening or door and an unobstructed passageway measuring not less than 24 inches wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less than 30 inches deep and the height of the appliance, but not less than 30 inches, is present at the front or service side of the appliance with the door open. M1305.1.3 Appliances in attics - Attics containing appliances requiring access shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 fleet in length when measured along the centerline of the passageway from the opening to the appliance. The passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches wide. A level service space at least 30 inches deep and 30 inches wide shall be present along the sides of the appliance where access is required. the clear access opening dimensions shall be a minimum of 20 inches by 30 inches, where such dimensions are large enough to allow removal of the largest appliance. M1305.1.4 Appliances under floors - Underfloor spaces containing appliances requiring access shall be provided with an unobstructed passageway large enough to remove the largest appliance, but not less than 30 inches high and 22 inches wide. A level service at least 30 inches deep and 30 inches wide shall be present at the front or service side of the appliance. Section M1306 - Clearances from Combustible Construction M IJU6.1 Appliance clearance - Appliances shall be installed with the clearances from unprotected combustible materials as indicated on the appliance label and in the manufacturer's installation instruction. M1306.2 Clearance reduction - Reduction of clearances shall be in accordance with the appliance manufacturer's instructions and Table M1306.2 TAP.LE 1,113015.2 REDUCTION OF CLEARANCES WITH SPECIFIED FOPIIS OF PROTECTIONa°=de'''' WHERETHC PCQUInrD CLE APANC.F WITH NO rROTCCTION PROM APPLIANCE, _ -VENT CONNFCTO_R_, OR SINGLE WALL METAL PIPE !S hes 3�inches 1S inc12 inches __ 9in"- - 61ches tI TYPE OF PROTECTION APPLIcn To Allow,hle clearances with specified protection (Inrhes)' ! AND COVFR:N , ALL SURFACES OF Use column 1 for clearances atwva an apphantx or horizontal connector COAiPUST19LE s7 A` EniAl Ni:TH11J THE Use Column 2 in, Uearanres troo an apnhanre, vert�ra! connector and sintt'e wait metal pipe 1 DISTANCE SF_CIr;ED AS THE --- RFOUIRED CLEARANCE WITH NO Sides and Sides and Sides and Sides and ! 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ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. M F -i � � b••,i w z Qz WO Z O Q�� ¢ H x !rC 7O TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. M w O °z z C:) O O Q a Q TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. M SEAL : OF wY p O Of X1930 �OFES 5 I ON� C Z EXISTING DECK EXIST. DECK TO REMAIN (TYP) I--�--i "'13 RECEIVED V �1 NOV 12 2019 t; Zonin 'Bo=_rd OLAP, ?11� , -- - \-EXIST. ROOF 1 l Z z >-, N �" � � Wd. RAFTERS ABOVE TO , V > z UP i BE REMOVED (TYP.) EXISTING SUNROOM Leyo ~ Wa ¢ U N Q H EXIST. DOOR TO BE REMOVED (TYP.) III ` I I EXISTING LIVING EXIST. WALL TO BE ROOM REMOVED (TYP.) I EXISTING � BEDROOM w I EXIST. STAIRS UP d EXIST. FIREPLACE TO � TO BE REMOVED q EXISTING CONC. SLAB TO BE REMOVED IN ITS BE REMOVED IN ITS I I ENTIRETY ENTIRETY EXIST. FLOOR JOISTS EXIST. WALL TO BE ABOVE TO BE REMOVED (TYP.) O REMOVED (TYP.) � E ISTIN w I EXISTING BATHROO EXIST. WINDOW ra EXISTING DINING — TO BE REMOVED ROOM KITCHEN l f — (TYP.) REMOVE PART l EXISTING ( OF EXTERIOR w 1 UP EXIST. SINK TO BEDROOM WALL FOR NEW - - � _ SEE FLOOR PLAN EXISTING FOUNDATION STING FOR ADDITIONAL WAP WALLS TO BE REMOVED IN I EXIST. ENTRY STAIRS TH INFORMATION FINAL — I I T BE REMOVED I� THEIR ENTIRETY O O RE IEVI D BY A - - --- SE DEMION DA EDS /�L yoo u w ¢ z H � W WQz � W W LOWER LEVEL FIRST FLOOR W o z REMOVAL PLAN REMOVAL PLAN Q SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" o cn w 0 rn '� o v ra o TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO TI IESE PLANS IS A VIOLATION OF SECTION 7209 OF TIIE NEW YORK STATE EDUCATION LAW. SEAL : \. CD W W W a� d- IF - - - - - - - - - - - - - - - - - - - - - - - - - - - N M I I Z W N I I FRECEI",I-D EXISTING ROOF i 2Z 110 RAFTER AND CEILING JOISTS TO BE REMOVED (TYP.) 5 a a I U Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I � - - - - - - - - H EXISTING ROOF I I I I I I RAFTER AND CEILING I JOISTS TO BE I W I REMOVED (TYP.) I EXISTING ROOF EXISTING STAIR TO BE I I RAFTER AND CEILING REMOVED IN ITS JOISTS TO BE ENTIRETY ! Q FF REMOVED (TYP.) I � I EXISTING DOOR TO BE REMOVED (TYP.)— EXISTING TYP.)EXISTING CHIMNEY TO BE REMOVED IN ITS ENTIRETY I I v I I � I I w I I Q I I EXISTING EXTERIOR WALLS AT EXISTING WINDOWS TO BE SECOND FLOOR TO BE REMOVED (TYP.) I REMOVED IN ITS ENTIRETY I I I � I I W L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I FlNj AP L - - - - - - - - - - - - - - - - - - - - - - - - - J E IEED BY SEE DECISION # DAT D-2- !2L w i� W c a pQ SECOND FLOOR z Q 001 REMOVAL PLAN Q Q o SCALE: 1/4"=1'-0" Q � w Q w 0 rn o z q z O 3 TIIF,SE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THF:PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A r VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 5'-0" M I N POURED CONCRETE Z FOUNDATION WALL, SEE DETAIL FOR - ADDITIONAL INFO— 36" H. HANDRAIL POURED \Nil CONCRETE FOOTING, SEE DETAIL FOR I ADDITIONAL INFO I r` GUARDRAIL —� I 4" DRAIN I o_ 0 m co Lo 0 T-6" HT. 4000 PSI REINFORCED CONC. STORM LEACHING RING SECTION 6'1 DIA., 8" THICK CIRCULAR SLAB WITH NO ACCESS HOLE NEW 4" PVC (SCH. 40) DRAINAGE PIPING, PITCH 1/8" PER FOOT MIN. CONNECT TO NEW DRYWELL. 3'-8" 3'-0" 2 0204 NEW CONCRETE U) ~ I STAIRS, SEE U) z I I SECTION FOR U Q I I ADDITIONAL D m INFORMATION 30"x30"x12" POURED p m ft -L< , I 10" POURED CONC. cl� r- I CONC. FTG. W/ #4 @ 6" O O I FOUNDATION WALL W/#5 P i O.C. E.W. W O z i REBAR @16" O.C. VERT. #4 1 I w a REBAR @16" O.C. VERT., 3500 DN o I PSI CONCRETE MIN. ON A s a r o l 1 1'-8"W. X 8" D. P.C. FOOTING I 2x totoQ I I � r- I . • I 8 W10x26 AjF_ I�--- — —— — — — — — — I---� ---J-------------I{---1-I------------------ I I i 31/2"X31/2"X1/8"HSS L I I 1 L------_ OI BEAM POCKET BEAM POCKET I M I z I Q_ REINSTALL STAIRS I I ; 1 U- 8" POURED FOUNDATION I l ( BASEMENT F- LINE OF WALLS WALL WITH NEW BILCO DOOR -9'-6 3/4" U)Z ABOVE (TYP.) I I WITH MANUFACTURER I O m I PROVIDED NEW BILCO STAIRS II OQ I I i a Y - I wC) C ---\1 I 7 w ! \i - ; m BASEMENT: I L — — — NEW EGRESS WINI36W, SEE I I N 1 p 4" POURED CONC. SLAB. I— — — \ DETAIL 2/A-103 FOR L m _J 6X6-10/10 WWM. OVER 6 I ADDITIONAL INFO-- —-- T—� 1J Lo U) MIL. POLY. VAPOR BARRIER I I OVER COMPACTED FILL I _ _ FL I § I I 4"X3"X3/16"HSS I I o I I " I (0 I i I - =-s I I I F 30"x30"x12" POURED I I I 1 CONC. FTG. W/ #4 @ 6" L -------------- --II O.C.E.W. I I 11 ---------------------------------------- I I 1 I �-- I ,• L --L1 - L' --i- —— — — — — — — — — — -------�—J-- -- r — ----� -- — ---- -- — J 8 POURED CONC. FOUNDATION STEP FOOTING WALL W/#5 REBAR @16" O.C. VERT. #4 REBAR @16" O.C. VERT., 3500 PSI CONCRETE MIN. ON A 16"W. X 8" D. P.C. FOOTING 3011 20'-9" 51'-4" 24'-7" 5'-0" , 2'-11" 8'-9" 2'-11" 5-0" 3'-1" 2'-11" 733 _ � RE6CIVL� tIN 12 2019 26'-9" ['"od jj't9lpotrtl'0f!PPPeai' 6-3" LOWER LEVEL CONSTRUCTION PLAN SCALE: 1/4"=V-0" 51'-4" 4 T -9Y2 " 3'-10" WELL WIDTH INTERIOR 'FOUNDATION LINE I WELLCRAFT CLEAR WELL COVER ABOVE EGRESS WINDOW WELL TO \ / BE WELLCRAFT 2062 SERIES W/2062 POLYCARBONATE COVER WELLCRAFT EGRESS LADDER BUILT IN TO EXTERIOR MOLDED UNIT ENLARGED PLAN ('r)�_AT WINDOW WELL SCALE: 4 y ---- --- - -- TOP OF EGRESS WINDOW LINE OF EXTERIOR FINISH z �_/z - ----------------- LINE OF GRADE SLOPE - ; AWAY FROM WELL C? ; ANDERSON STORMWATCH EGRESS WINDOW, SEE WINDOW SCHEDULE EGRESS WINDOW WELL I TO BE WELLCRAFT 2062 SERIES L 1i 0 ELEVATON N AT WI�EOW WELL v % SCALE: 1/4"=1'-0" N v 00 N GRADE BEYOND WELLCRAFT CLEAR WELL 2062 POLYCARBONATE COVER i 6" TOPSOIL 7R 2� NEW 14" FLOOR TRUSS WITH 1/2" GYP. BD AT CEILING, _ TYP. I -i I I I —I 11779 I I\ I (2) 2x8 HEADER _I=III=III=11I \II-1II\I D D O iII -III-1I �o o II I II I I\ I I WELLCRAFT EGRESS - III= LADDER NEW INSULATED 1- - - o I =i I EGRESS WINDOW —,,",< _ - D EGRESS WINDOW WELL TO BE WELLCRAFT 2062 SERIES "v G 12" PEASTONE BACKFILL X Q Fh co r co WALL SECTION THRU WINDOW WELL SCALE: 1/4"=1'-0" SEAL: \� OF NEw/ ESSIONP U h� w 14 WQz � W U W w W � z H Doi f� rn w � � W ,..� U N ra H z w Q I O H a U V) w w I # J.1 BY .I I► • _!11 I q w O O H M OO Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Z w 14 WQz � W U H Doi f� w O O H M OO Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 4"x6" WO POST 3 1/2" x 3 1/2"x1/8" HSS l _ A -N -71"F, o 0 302 .V o x N N i 4"x3"x3/16" HSS 4"x4 WD. POST, TYP, U.O.N. -- TYP. CEILING CONSTRUCTION AT AREA OF STL BEAM: 1/2" GYP. BD, ON 1" FURRING STRIPS AT 16" O.C. SECURED TO CEILING JOISTS. of 3 EXISTING DECK � 0 NAME � PRODUCT BRICK VENEER SQ. FT. BEARING WALL 3 1/2" x l l 7/8" PARALAM LINE OF WALLS ABOVE TM= rr F I U SO HARDWIRED SMOKE DETECTOR O CARBON MONOXIDE DETECTOR O WOOD POSTS POSTS FROM ABOVE M.S. MARBLE SADDLE W.S. WEATHER STRIP co W = M ANDERSON'A' r 2'-7 1/4" x l'-7 1/4" N BASEMENT AWNING WINDOW Q SERIES WITH N ~, B ANDERSON 400 p 3 1/2" x 3 1/2"x1/8" O DOUBLE HUNG WINDOW PROTECTION HSS ^' M EGRESS WINDOW STORMWATCH o 0 SIMPSON MODELj u OQ i HUCQ FACECN M MOUNTED ANDERSON 400 A51 4'-11 7/8 x 2'-0 1/8" xCONCEALEDN AWNING WINDOW SERIES WITH HANGER 3 12/"xOF W � � STORMWATCH o NQH W FLUSH BEAM PROTECTION _ ®W12x50 ® _ El D ANDERSON'A' PECEIVCD Nov 12 zoi9 4"x6" WOO POST r Gtr TYP. NEW EXTERIOR WALL CONSTR.: NEW SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. w/ 2[(2)1 R-15 SPRAY FOAM INSUL. ON 1/2" 1 301GYP. BD. A-301 EQ. EQ. 4" �O O 3 1/2" x 11 1/4" PARA[AM li DR ENLARGEDUP 1 R. A 7. 7" �- 4"x6" WOOD f LIVING P fi• T 10 N IN co D POST ROOM o _ _ I 1I CoEXISTING co 172'r SIMPSON MODEL HWU 3 BEDROOM #1 r Ig ~ LINE OF = 1/2"x 11 1/4" TOP MOUNT =d�LINE OF POST POST < � (EACH SIDE) < aaf ABOVE ABOVE a CM O a 3'-7" 3'-2" Q 6'-5" o lEt ^4 .4 0 r r- 17 F S co CD Corl I rIifx r O 2. 0.. 2._9.. (D x LL. - - cCN o r �, I 3 x 6 8 r l LINE OF LDRY. _ CL x POST DIRECT VENT GAS N ABOVE m W/D - -- FIREPLACE TO BE � CM O M — �L SELECTED BY OWNER I �* g IS L? I r iQ_ to co I co v c m (fl f x x x W12x58 FLUSH BEAM - C _12x58 FLUSH E M N W 2x58 FLUSH BEAM N N KIEN — — 0 - — _ x3"x3/16" H S LINE WALL ABOVE (TYP.) co to E PAN EXISTING ox (2)2x12 HDR co BATH BEDROOM #2 -� LL. O O O O O Nco ALIGN x � O N Q 0A 2 2x12 HDR(2)2x12 HDR 2 2x12 HDR O O _ 3 NEW PORCH: 2 _ 1 A-301 1 1/2" THERMAL BLUESTONE (OR A-301 A-301 STONE TO BE SELECTED BY OWNER) ON 1" MORTER BED OVER 4" P.C. SLAB ON 6X6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER OVER 6" CRUSHED STONE BASE ON COMPACTED FILL FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4"=V-0" STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP. STRUCTURAL MEMBERS (TYP.) EXHAUST. PROVIDE MIN. 100 CFM EXHAUST FAN. DOOR JAMB NOTE: DOOR JAMBS TO BE LOCATED 4" MINIMUM OFF WALL AND 8" TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED. PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. DOOR AND HARDWARE NOTE: CONTRACTOR TO PROVIDE AND INSTALL ALL NEW DOORS AS SHOWN ON THE DRAWINGS. PROVIDE AND INSTALL ALL HARDWARE AS SELECTED BY OWNER. CONTRACTOR TO REVIEW THE SIZE, STYLE & TYPE WITH OWNER PRIOR TO PLACING ORDER. (NOTE: DOORS TO BE SOLID -CORE RAISED PANEL) TYP. CEILING CONSTRUCTION: 1/2" GYP. BD OVER CEILING JOISTS. 4"x6" WOOD POST NEW BILCO DOOR WITH MANUFACTURER PROVIDED NEW BILCO STAIRS 1 (j PROVIDE FIBERGLASS PAN w/ FLOOR DRAIN FOR WASHING MACHINE TYP. INTERIOR WALL CONSTRUCTION: ONE LAYER OF 1/2" GYPSUM WALL BOARD ON EACH SIDE OF 2"x4" STUDS @ 16" O.C. w/2"x4" SOLE PLATE AND (2) 2"x4" TOP PLATES NEW EGRESS WINDOW, SEE DETAIL 2/A-103 FOR ADDITIONAL INFORMATION. 4"x3"x3/16" HSS EXISTING EXTERIOR WALL: INSTALL NEW SIDING, OVER HOUSEWRAP ON EXISTING SHEATHING. EMERGENCY ESCAPE WINDOWS: EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR WINDOW AND DOOR NOTE: CONTRACTOR IS TO VERIFY THE SIZE, STYLE & MANUF. OF ALL NEW WINDOWS AND DOORS WITH THE HOMEOWNER PRIOR TO ORDERING AND BEFORE THE START OF ANY CONSTRUCTION. OPENING OF 5.7 SQ. FT., MINIMUM HEIGHT OF ROUGH OPENING NOTE: 24" AND MINIMUM WIDTH OF 20", 5.0 SQ. FT CONTRACTOR IS TO VERIFY THE ROUGH OPENING FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS WITH THE MANUFACTURER' SPECIFICATIONS PANTRY SHELVING NOTE: CONTRACTOR TO PROVIDE FIVE ADJ. 3l4" PLYWD. FLOOR SADDLE NOTE: SHELVES w/ MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN THE FLOOR PLANS. SHELVES TO BE SET ON FLOORING MATERIAL (TYPICAL) ADJUSTABLE STANDARDS. M.S. = MARBLE SADDLE / W.S. = WEATHER STRIP SMOKE DETECTORS NOTE: PROVIDE SMOKE DETECTORS AS PER THE RES. CODE OF NEW YORK STATE INTERCONNECTED AND HARDWIRED TO ELECTRIC PANEL SOUND ATTENUATION BLANKET NOTE: CONTRACTOR TO PROVIDE SOUND ATTENUATION BLANKET AROUND ALL BATHROOM/POWDER ROOM WALLS. LEGEND NAME WALL CONSTRUCTION PRODUCT BRICK VENEER SQ. FT. BEARING WALL REMARKS LINE OF WALLS ABOVE W M DOOR TO BE INSTALLED F I EXHAUST FAN, 75 CFM SO HARDWIRED SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR O WOOD POSTS POSTS FROM ABOVE M.S. MARBLE SADDLE W.S. WEATHER STRIP WINDOW/SLIDING DOOR SCHEDULE NAME MANUF PRODUCT SIZE SQ. FT. SQ. FT. REMARKS SERIES WITH W M a O GLASS VENT U O 5 A ANDERSON 400 TW2432 2'-5 5/8" x 3'-4 7/8" W DOUBLE HUNG WINDOW PROTECTION SERIES WITH caw Q W M ANDERSON'A' STORMWATCH 2'-7 1/4" x l'-7 1/4" BASEMENT AWNING WINDOW SERIES WITH PROTECTION B ANDERSON 400 TW30410 T-1 5/8" x 5-0 7/8" DOUBLE HUNG WINDOW PROTECTION SERIES WITH ^' M EGRESS WINDOW STORMWATCH o u OQ PROTECTION M C ANDERSON 400 A51 4'-11 7/8 x 2'-0 1/8" AWNING WINDOW SERIES WITH O W � � STORMWATCH o NQH W W PROTECTION D ANDERSON'A' FWGD 2'-8 3/8" x 6'-7 1/2" STATIONARY FRENCHWOOD GLIDING PATIO DOOR SERIES WITH 2968-S STORMWATCH PROTECTION E ANDERSON'A' FWGD 5'-11 1/4" x 6'-7 1/2" FRENCHWOOD GLIDING PATIO DOOR SERIES WITH 6068 STORMWATCH PROTECTION F ANDERSON 400 G55 4'-11 1/4" x 4'-11 1/4" GLIDING WINDOW, EGRESS WINDOW SERIES SEE TEMP. PLYWOOD SHUTTER DETAIL 2/A-106 G ANDERSON'A' FWGD 15'-9" x 6-7 1/2" TRANSOM WINDOW TO HAVE ANDERSON ART GLASS SERIES WITH 151068-4 STORMWATCH PROTECTION H ANDERSON 400 TW210410 2'-11 5/8" x 5'-0 7/8" DOUBLE HUNG WINDOW SERIES WITH STORMWATCH PROTECTION I ANDERSON 400 P4040 4'-0"x4'-0" PICTURE WINDOW SERIES WITH STORMWATCH PROTECTION J ANDERSON 400 C15 2'-0 1/8" x 4'-11 7/8" CASEMENT WINDOW SERIES WITH STORMWATCH PROTECTION K ANDERSON'A' FWGD T-11 1/4" x 6'-7 1/2" FRENCHWOOD GLIDING PATIO DOOR SERIES WITH 8068 STORMWATCH PROTECTION L ANDERSON 400 AX351 T-4 13/16 x 2'-4 3/8" w AWNING WINDOW W SERIES WITH W M a O z U O 5 STORMWATCH W W PROTECTION Z caw Q W M ANDERSON'A' AAN2818 2'-7 1/4" x l'-7 1/4" BASEMENT AWNING WINDOW SERIES WITH STORMWATCH �. Q M PROTECTION ^' M IN /A 114 UCK.>VIV 'A" Auvvzb6d L-5 1/4" x 3'-/ 1/4" BASEMENT CASEMENT EGRESS WINDOW SERIES WITH STORMWATCH PROTECTION SEAL: NEW y04 \, F A ' w I �A 'oPESS\0 / U a U w W W M a O z U O 5 I� W W ¢ Z caw Q W I� Z o 0 N �. Q M ^' M o u OQ M O W � � U o NQH W W W H z W H Q ii rF w FIN L MAP REV EWED BY SEE ECISION� DAT D_,,,?_ Z TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. W a U w W W M a O z U O 5 3x � Q�� ¢ Z caw Q Q TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. W w 0 00 o C) Q d- o u OQ TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. W 3 A-301 — — — — -- .-— — — ---- I I 4'-4" 20'-3" I 1'-9"5'-11" 5'-11" I X J, _N M i10 opo DECK 5'-8" SLEEPER JOISTS AT AREA OF DECK CLOSET SHELVING NOTE: CONTRACTOR TO PROVIDE A 1.1/4" DIA. OAK POLE @ 5'-0" H. A.F.F. & A 3/4" PLYWOOD SHELF w/OAK VENEER & HARDWOOD EDGE @ 6'-0" A.F.F. FOR ENTIRE LENGTH OF CL. LINEN CLOSET SHELVING NOTE: CONTRACTOR TO PROVIDE FIVE ADJ. 3/4" PLYWD. SHELVES W/ MELAMINE FINISH. SHELVES TO BE SET ON ADJUSTABLE STANDARDS. I 42'-8" 11 5'-7„ 4 22'-5" 12'-8" NEW WOOD MOLDING NOTE: ALL NEW WOOD BASE, DOOR TRIM, WINDOW TRIM AND ALL TRIMMED OPENINGS TO MATCH EXISTING WOOD TRIM. REVIEW WITH OWNER ALL AREAS TO RECEIVE WOOD TRIM. EXISTING EXTERIOR WALLS: REMOVE EXISTING SIDING AND INSTALL NEW TYVEK VAPOR BARRIER AND SIDING (SEE ELEVATIONS) OVER EXISTING SUBSTRATE SHEATHING. CONTRACTOR IS TO VERIFY THAT THE CONDITION OF THE EXISTING SHEATHING IS SUITABLE TO REMAIN AND NOTIFY ARCHITECT. PAINTING NOTE: ALL NEW WALLS AND CEILINGS TO BE PAINTED (THREE COAT JOB), COLORS TO BE SELECTED BY OWNER I•1&4 1 Phil 46h.,-1 • , 1 : •• I • • O 10'-8" U j _ 12'-0�2" OS 3 z 6$ 4'-0" 2 x 6$ o o a MASTER � 'kk11 T- POST DOWN HALL BEDROOM N BEDROOM TO FDN. 2 X 6 S co DIRECT VENT GAS 3 1/2" x 14" PARALAM RIDGE FIREPLACE TO BE Fo7i�� 4 x 6$ SELECTED BY OWNER 14'-7/2" rn 2'-2" co co 0 X CL. I co I 01 I I 21-4,1 O 10'-7Y2" O 2'-0" I 4'-4" I 3 A-301 SECOND FLOOR CONSTRUCTION PLAN SCALE: 11/4"=V-0" 11'-8Y2" cV MASTER 42'-8" POST DOWN U) TO FDN. 12'-6" Oco 0 Lj z_ N W.I.C. w q U Q 12'-5y4" O I 6'-7" EMEA STRUCTURAL NOTE:: SMOKE DETECTORS NOTE: DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE SMOKE DETECTORS AS PER THE RES. STRUCTURAL MEMBERS (TYP.) CODE OF NEW YORK STATE INTERCONNECTED AND HARDWIRED TO ELECTRIC PANEL DOOR JAMB NOTE: DOOR JAMBS TO BE LOCATED 4" MINIMUM OFF WALL UNLESS OTHERWISE NOTED OR DIMENSIONED. PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. STOPS TO BE SELECTED BY OWNER DOOR AND HARDWARE NOTE: CONTRACTOR TO PROVIDE AND INSTALL NEW DOORS AS SHOWN ON THE DRAWINGS. PROVIDE AND INSTALL ALL HARDWARE AS SELECTED BY OWNER. CONTRACTOR TO REVIEW THE SIZE, STYLE & TYPE WITH OWNER PRIOR TO PLACING ORDER. RECEIVED NOV 12 2019 Zoning Board Of Appeals 4'-4" I I I I I r I I L— 2 1 A-301 <A-301/ WINDOW AND DOOR NOTE: CONTRACTOR IS TO VERIFY THE SIZE, STYLE & MANUF. OF ALL NEW WINDOWS AND DOORS WITH THE HOMEOWNER PRIOR TO ORDERING AND BEFORE THE START OF ANY CONSTRUCTION. SOUND A l l ENUA I IUN 13LANKE I NU I E: CONTRACTOR TO PROVIDE SOUND I 4- '%A-102Fr = CONTRACTOR IS TO VERIFY THE ROUGH OPENING LINE OF WALLS ABOVE BATHROOM/POWIDER ROOM WALLS- SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS F EO I I 0 I HARDWIRED SMOKE DETECTOR + CARBON MONOXIDE DETECTOR E3 WOOD POSTS INSTALL 1/2" WATER RESISTANT GYP. BD AT TYP. INTERIOR WALL M.S. i CONSTRUCTION: WEATHER STRIP I ONE LAYER OF 1/2" GYPSUM WALL W z BOARD ON EACH SIDE OF 2"x4" M.S. = MARBLE SADDLE / W.S. = WEATHER STRIP w o STUDS @ 16" O.C. w/2"x4" SOLE _ ALL GYP. BD ALONG AN EXTERIOR WALL TO PLATE AND (2) 2"x4" TOP PLATES I EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR N I TYP. NEW EXTERIOR WALL + CONSTR.: NEW SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. N GRADE PLYWOOD SHEATHING ON I�1 2"x4" WOOD STUDS @ 16" O.C. w/ rn R-15 SPRAY FOAM INSUL. ON 1/2" �j GYP. BD. 4'-4" I I I I I r I I L— 2 1 A-301 <A-301/ WINDOW AND DOOR NOTE: CONTRACTOR IS TO VERIFY THE SIZE, STYLE & MANUF. OF ALL NEW WINDOWS AND DOORS WITH THE HOMEOWNER PRIOR TO ORDERING AND BEFORE THE START OF ANY CONSTRUCTION. SOUND A l l ENUA I IUN 13LANKE I NU I E: CONTRACTOR TO PROVIDE SOUND ROUGH OPENING NOTE: EV! ATTENUATION BLANKET AROUND ALL CONTRACTOR IS TO VERIFY THE ROUGH OPENING LINE OF WALLS ABOVE BATHROOM/POWIDER ROOM WALLS- SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS F EXHAUST FAN, 75 CFM WITH THE MANUFACTURER' SPECIFICATIONS. HARDWIRED SMOKE DETECTOR BATHROOM NOTE: CARBON MONOXIDE DETECTOR E3 WOOD POSTS INSTALL 1/2" WATER RESISTANT GYP. BD AT FLOOR SADDLE NOTE: M.S. ALL BATHROOM WALLS. PROVIDE SADDLES BETWEEN ALL CHANGES IN WEATHER STRIP FLOORING MATERIAL (TYPICAL) W z z M.S. = MARBLE SADDLE / W.S. = WEATHER STRIP w o EXTERIOR WALL NOTE: I� ALL GYP. BD ALONG AN EXTERIOR WALL TO EMERGENCY ESCAPE WINDOWS: BE MOISTURE RESISTANT EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR oz o�W OPENING OF 5.7 SQ. FT. MINIMUM HEIGHT OF �o 4" VTR FLASH REQ'D KITCHEN SIN SIN NEW 4" F.A.I. 1 ' 11 2' 3" WASTE LINE C.O. C.O TO EXIST SANITARY SYSTEM HOUSETRAP 24" AND MINIMUM WIDTH OF 20", 5.0 SO. FT FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. LEGENID !NA WALL CONSTRUCTION EV! BEARING WALL EE D LINE OF WALLS ABOVE ATE DOOR TO BE INSTALLED F EXHAUST FAN, 75 CFM S� HARDWIRED SMOKE DETECTOR CM 0 CARBON MONOXIDE DETECTOR E3 WOOD POSTS POSTS FROM ABOVE M.S. MARBLE SADDLE W.S. WEATHER STRIP 4" VTR FLASH AS REQ'D JIL ROOF MASTER BATHROOM --T 1, SINK I SIN I I WC WHIRLPOOL TUB SHOWE�Z 2" 2" 3f' EXIST BATH EXPANDED BATH 17 SIN .C. I ( SINK C. WH RLPOOL TUB 1 SHOWE�1 J WM DRAIN 7 3" 2" 2' 3" 2" 3" CO 3" WASTE LINE 3" WASTE LINE PLUMBING RISER DIAGRAM �. SCALE: N.T.S. ATTIC SECOND FLOOR FIRST FLOOR BASEMENT CD \\� V !NA MAP EV! F-�-IlI EE D CISION # ATE r-2 /_2D h� � a W W a p0 0 N W z z rz, w o Z I� Q oz o�W Q �o N I�1 w 0 rn M �j F, W �, N o .-, THESE PLANS ARE AN INSTRUMENT OP SERVICE AND ARE THE PROPERTY Q-1 �D TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TIIE NI;W YORIL STATE EDUCATION LAW. � w U o C" w ra w H w H Q H a U V) w !NA MAP EV! WED BY Z EE D CISION # ATE r-2 /_2D � a W a p0 0 N U z z rz, w o I� Q oz o�W Q �o w 0 rn o THESE PLANS ARE AN INSTRUMENT OP SERVICE AND ARE THE PROPERTY OF TIIE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TIIE NI;W YORIL STATE EDUCATION LAW. SEAL : u to r' ROOFING NOTE: A�OPESSOO CONTRACTOR TO PROVIDE ICE AND WATER MIN. DISTANCE SHIELD ON ROOF EAVE TO A POINT UPWARD BEYOND OUTER 2'-0" MIN. PAST THE INTERIOR SURFACE OF LIMIT OF WINDOW 1/2"THK. CDX. PLYWOOD THE EXTERIOR WALLS AND V-0" ON BOTH FRAME 410 SEE TABLE 1609.1.4 FOR CD SIDES OF ALL HIPS. VALLEYS AND RIDGES. FASTENING SCHEDULE ° 0 6 0ch NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A v MINIMUM DISTANCE OF 4" BEYOND THE OUTER r 1 o o LIMITS OF THE WINDOW. l•J GEACH PLYWOOD SHUTTER TO BE LABELED WITH° ° PERMANENT LETTERING CORRESPONDING TO THE 140 SPECIFIC WINDOW WITHIN THE RESIDENCE. ° ° OUTER LIMIT OF �T�• w ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY W W WINDOW FRAME ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ~ ARE IN ACCORDANCE WITH TABLE 1609.1.4 "WINDB�ORNE C� RECEIVED ° ° ° ° ° DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL Z — — — — — — — - - - - - - - - - --- WOOD PANELS". W I NOV 12 2019 Zoning Board Of Appeals o TEMPORARY PLYWOODSHUTTER I � 0 � I LINE OF ICE &WATER SHIELD SCALE: N.T.S Q (TYP.), SEE ROOFING NOTE C., p� 0 Q = I ON THIS SHEET U I co W fs, I ' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I I cn TYP. ROOF CONSTRUCTION: a I I 20 YR. DIM. ARCH. ASPHALT I Q c3 I I SHINGLE ON 30# FELT I 0 OVER 5/8" EXT. GRADE Z I I O � N o I I PLYWOOD SHEATHING I w I F- �v I I OVER RAFTERS w _ a u— I � o owz N Iw �D VO I 3 1/2"x 14" PARALAM RIDGE Q C) I Q .0 I o.Q 0 x w Ion N w I � Q I u o I � I � 0 IN I Z 0 l I O I I 0 � I I it I a I I to Q < ol- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LL- : 0 C) Ix I w I ¢ b I (- - O N 0 � I co i (D Q i INA MAP 12 12 I o 7 � Q7 x EVI WED BY Z EE I N ( - - - - - - - - - - - �-CISION ID ao ATE N � � U a W ROOF z CONSTRUCTION PLAN SCALE: 1/4"=1'-0" o Q Q P4 U w O p� o o o u Q o THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TIIE NEW YORK STATE EDUCATION LAW. SEAL : TT ✓i EXISTING CHIMNEY TO BEEXISTING ROOF TO BE REMOVED IN ITS EXIST. CHIMNEY TO BE EXISTING ROOF TO BE REMOVED REMOVED IN ITS REMOVED �O ENTIRETY" ENTIRETY. ��9;o AROF71930 P� ` EXISTING WINDOW TO BE j\� _� REMOVED (TYP.) I \ _ EXISTING SECOND FLOOR / \ EXISTING SECOND FLOOR WALLS TO BE REMOVED WALLS TO BE REMOVED TTF (TYP.) (TYP.) -\- ` - EXISTING WINDOW TO BE _ REMOVED (TYP.) EXISTING ROOF TO BE / \ EXISTING ROOF TO BE REMOVED j \ REMOVED - PROVIDE OPENING FOR NEW WINDOW, TYP. SEE / \ EXISTING WINDOW TO BE V FLOOR PLAN FOR j \ REMOVED (TYP.) - - EXISTING WINDOW TO BE ADDITIONAL INFO. / - — � REMOVED (TYP.) F 7 IF- DL w IJI KIT, EXISTING ENTRY STAIRS u H d- TO BE REMOVED RECENEL' REMOVAL FRONT ELEVATION NOV 12 2019 REMOVAL SIDE ELEVATION �� w SCALE: 1/4"=1'-0" ( 2) SCALE: 1/4"=1'-0" ^ Q Zoning t3oard Of APPeals Q W � W W H z H Q EXISTING ROOF TO BE EXIST. CHIMNEY TO BE EXIST. CHIMNEY TO BE REMOVED REMOVED IN ITS _ EXISTING ROOF TO BE REMOVED IN ITS EXISTING WINDOW TO BE ENTIRETY. REMOVED / \ I ENTIRETY. z REMOVED (TYP.) T \ I O j / a EXISTING SECOND F=LOOR I � WALLS TO BE REMOVED EXISTING SECOND FLOOR U (TYP.) �� FFF-= i-F=JiF -1lT WALLS TO BE REMOVED I W I (TYP.) Q I II I I EXISTING ROOF TO BE REMOVED IlL TT -111 1 T EXISTING WINDOW TO BE \ I I . REMOVED (TYP.) / \ / PROVIDE OPENING FOR \ \ \ W EXISTING ROOF TO BE NEW WINDOW, TYP. SEE _ —� FLOOR PLAN FOR \ EXISTING WINDOW"f0 BE � - - - -- - - -- - - _ ---- --__ —_ � I REMOVED � � �-- � ADDITIONAL INFO. REMOVED (TYP.)— - _ _ INA MAP T 1 I IFI- EV6 ED BY z Al l EE CISION ft -1 L --I PROVIDE OPENING FOR fLL � O_ EXISTING WINDOW TO BE NEW WINDOW/ DOOR Q TYP. SEE FLOOR PLAN (_ REMOVED (TYP.) U FOR ADDITIONAL INF=O. H W Wqz c7 'W Hew Q REMOVAL REAR ELEVATION REMOVAL SIDE ELEVATION o SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" � o z Q 0 TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS - GAS FIREPLACE ENCLOSURE TYP. EXTERIOR WALL CONSTR.: SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. wl R-15 BATT INSUL. ON 1/2" GYP. BD. CV N EXIST. SECOND FLOOR — T.O. WATERTABLE + 2'-11" ,k FIRST FLOOR TYP. EXTERIOR WALL WITH STONE: ',,:Z 2" CULTURED STONE (STYLE TO BE SELECTED BY OWNER) WITH MORTAR SETTING BED ON A METAL LATH OVER A VAPOR BARRIER WITH 2 LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON WOOD STUDS N N M 9 O) '3 ~~� RECEIVED NOV 12 2019 Zoning Board Of Appeals TYP. SOFFIT CONSTRUCTION: 1/2" VINYL BEAD BOARD RIDGE VENT, TYP. (VENTED) ON A 1/2" CDX AT ALL RIDGES PLYWOOD SOFFIT (2" CONT. SLOT) ti ,I J �_� \ I ! L�-Ll -� ��—)' I j -U_I -\ LL i i j � ! _\.. _-l-J - L_ [I I i}i =L-lu- _i I i Ij :\_- -L" i I j i I ; LI( -LILL` �� � (I I -LIL I�—I �-1 L1 L-: - 1 i -�- 11 W I �-\- ��_I— -� 1U 11 LIm 1 iU Fil A A FO QW° z O Ull N w Q h --i BASEMENT -9'-6 3/4" \ \ FRONT ELEVATION SCALE: 1/4"=V-0" TYP. ROOF COVSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS - ROOF CONSTRUCTION (LOW SLOPE): 20 YR. DIM. ARCH. ASPHALT SHINGLE ON TWO LAYERS 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS EXIST. SECOND FLOOR TYP. EXTERIOR WALL CONSTR.: SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 BATT INSUL. ON 1/2" GYP. BD. ,4--, T.O. WATERTABLE FIRST FLOOR BASEMENT SIDE ELEVATION SCALE: 1/4"=1'-0" 1 8" DIA. STRUCTURAL COLUMN TO BE SELECTED BY OWNER I BLIND FLASHING--" - -- - ---- - =--- - — — ROOF CONSTRUCTION (LOW SLOPE): 20 YR. DIM. ARCH. ASPHALT SHINGLE ON TWO LAYERS 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS -- ANDERSON WINDOWS WITH STORMWATCH PROTECTION, SEE WINDOW SCHEDULE FOR II ' UJUJA Til ADDITIONAL INFORMATION O ! I, I j I j 1 2" CULTURED STONE (STYLE AND FINISH l l—L I U \\ -j \ ( \, �1�\ TO BE SELECTED BY OWNER) WITH MORTAR SETTING BED - -- - 1 ON A METAL LATH - t _ I i _ � . � i i ..z_.a.... T� n — - t" � �.�".®. � ' - A - '"�, � ice. y Pte• �.•� - _ _=�...1� �.�.- tee..,..-_�, ..�.y .. � _-._� _ ,. - — �-,.....r...m�:. = .�.� - ., __- 10" DIA. STRUCTURAL COLUMN NEW EGRESS WINDOW, SEE DETAIL 2/A-103 FOR ADDITIONAL INFORMATION. \\� NEW 36" HIGH TO BE SELECTED BY OWNER GAURDR41L TO BE � NEW STOOP: SELECTED BY 1 1/2" BLUE ONE DN 1" MORTER BED OWNER I OVER 4" P.C. SLAB ON 6x6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER OVER 6" ON COMPACTED LL CRUSHED OMPACEDED LTONE BASE I I I TYP. SOFFIT CONSTRUCTION: 1/2" VINYL BEAD BOARD (VENTED) ON A 1/2" CDX PLYWOOD SOFFIT (2" CONT. SLOT) NEW 36" HIGH GAURDRAIL TO BE SELECTED BY OWNER SEAL: OFPs R C Y g LLJ 7193 � AROFES�\/ W H Q rW9 INA . (SAP EVIEWED BY Z EE DiLCISION #Z A.TE E i /.62L i - n CD H W Waz c7 Q QW° z O Ull N w Q h --i W W W 3 0 0 N Q a Q W r-+ z � N W O W � U o NQh W W W H Q rW9 INA . (SAP EVIEWED BY Z EE DiLCISION #Z A.TE E i /.62L i - n THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. H W Waz c7 Q QW° z O N w Q a THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. w Q� N 3 0 0 N Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS — TYP. EXTERIOR WALL CONSTR.: SIDING OVER '15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 BATT INSUL. ON 1/2" GYP. BD. N EXIST. SECOND FLOOR N N t co O Zn FIRST FLOOR — — iL -LLLL11!! II li ! I I I I I I _ \ i 1 i' -- -\-1 1—' j ---1-L!1 1- L --d!-- 11--- u I 1 IL !1 1 L_ -IL\\ \ ; O FWG8068 1 L\ \ --- 0\i- 11 _UI L-111 \\- I --\- —_ i I 1 iI! I_iii i I� �\!\ 1LL1 i\\L_ FWG2968S FWG2968-S 11LU' ' I I !1 11 I lit 01111 I! I1 i i 11 II ! i I RIDGE VENT, TYP. AT ALL RIDGES RECEIVED NOV 12 2019 zoning Bo u -'a( OFFIT CONSTRUCTION: 1721 N YL BEAD BOARD (VENTED) ON A 1/2" CDX PLYWOOD SOFFIT (2" CONT. SLOT) 0 / — — GAS FIREPLACE ENCLOSURE l I I I 1 e 1 NEW 36" HIGH GAURDRAIL TO I - — BE SELECTED BY OWNER FWG2968-S FWG16068-4 O O O 00 ANDERSON WINDOWS WITH FWG2968-S ! STORMWATCH PROTECTION, -- SEE WINDOW SCHEDULE FOR ADDITIONAL INFORMATION 1 1 V BASE=MENT REAR ELEVATION SCALE: 1/4"=V-0" TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS - NEW 36" HIGH GAURDRAIL TO BE SELECTED BY OWNER EXIST. SECOND FLOOR _ TYP. EXTERIOR WALL CONSTR.: SIDING OVER '15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 BATT INSUL. ON 1/2" GYP. BD. FIRST FLOOR n1 -no, — — 12 3.5 L lit n� 12 Q6 it III! 11 !I !! it !I I1 II !IIi'( l ei I—Hill f I - �_L_ i H i 1i LE id- AULI -\-1-- Ell �� L \- \ L'I'Ll, L- LL d-�L I I_\ U-11-1 \__-! L\ LLT- \__! \\ _11_1 _I 1 I\ I �\ I �\ _ i\\_ \� I�Iii i I I1 II I ill I IiI I I o 00 i I BASEMENT I 2 2 SIDE ELEVATION SCALE: 1/4"=V-0" GAS FIREPLACE ENCLOSURE �— TYP. SOFFIT CONSTRUCTION: �\ �! 1/2" VINYL BEAD BOARD aI6� �( (VENTED) ON A 1/2" CDX I PLYWOOD SOFFIT (2" CONT. SLOT) 10" DIA. STRUCTURAL COLUMN i �� I I i� I I I I� 11 � TO BE SELECTED BY OWNER UI Ii NEW STOOP: 1 1/2" BLUESTONE ON 1" MORTER BED I I OVER 4" P.C. SLAB ON 6x6-10/10 WWF. 1 1 OVER 6 MIL. POLY. VAPOR BARRIER _ i OVER 6" CRUSHED STONE BASE ON COMPACTED FILL 1 NEW 36" HIGH GAURDRAIL TO _\ l\l_.-LLI 1\\\ , I I BE SELECTED BY OWNER 1—i 1 LL - il I 1 II it I 1 !I it 11 '1 it 2" CULTURED STONE (STYLE AND FINISH TO BE SELECTED BY OWNER) WITH MORTAR SETTING BED ON A METAL LATH \ 0 ERR ws W IEVIEWED BY Z EE DECISION # z o w � W w H � Wc,z w �Wo /W 1� O 1E 11 TIIESE PLANS ARE AN c�1 I-�-1 FTi ALTERATION OR ADDITION M TO TI IESE PLANS IS A VIOLATION OF SECTION 7209 OF TIIE NEW YORK STATE EDUCATION LAW. O W U Q W W ERR ws W IEVIEWED BY Z EE DECISION # z o w � Z w H � Wc,z c7 �Wo z O 1E 11 w 0 rn z o Q 1E 11 TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE TIE; PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO TI IESE PLANS IS A VIOLATION OF SECTION 7209 OF TIIE NEW YORK STATE EDUCATION LAW. TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS W/ 6" SPRAY INSULATION (R-42) ROOF CONSTRUCTION (LOW SLOPE): 20 YR. DIM. ARCH. ASPHALT SHINGLE ON TWO LAYERS 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS W/ 6" SPRAY INSULATION (R-42) N + EXIST. SECOND FLOOR 9'-1" CEILING CONSTRUCTION (TYP AT STEEL BEAM): CEILING JOISTS (SEE PLAN FOR SIZE AND SPACING) W/ 1" WD. FURRING STRIPS AT 16" O.C. W/ 1/2" GYP. B.D. T.O. WATERTABLE + 2'-11gL .. FIRST FLOOR 0'-0" GRADE _ VARIES TYP. EXTERIOR WALL WITH STONE: 2" CULTURED STONE (STYLE TO BE SELECTED BY OWNER) WITH MORTAR SETTING BED ON A METAL LATH OVER: A VAPOR BARRIER WITH 2 LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON WOOD STUDS — T N N _OeL TOP OF BASEMENT SLAB -9'-6 3/4" SECTION SCALE: 1/4"=V-0" 12 3 1/2 1 1'-8" W12x58 STL BEAM EXISTING BEDROOM #2 EXIST. FLOOR JOISTS z_ TO REMAIN bo } TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS BLIND FLASHING 'SECOND FLOOR CEILING CONSTRUCTION (TYP AT STEEL BEAM): CEILING JOIST -S (SEE PLAN FOR SIZE AND SPACING) W/ 1" WD. FURRING STRIPS AT 16" O.C. W/ 1/2" GYP. BD. T.O. WATERTABLE } 2'-11" FIRST FLOOR 0'-0" *GRADE VARIES TYP. EXTERIOR WALL WITH STONE: 2" CULTURED STONE (STYLE TO BE SELECTED BY OWNER) WITH MORTAR SETTING BED ON A METAL LATH OVER A VAPOR BARRIER WITH 2 LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON WOOD STUDS SECTION 3 % SCALE: 1/4"=1'-0" W.I.C. CL. CL. BASEMENT 8" R-25 SPRAY FOAM INSULATION AT CATHEDRAL CEILING. PROVIDE MIN 1" Eaning AIR SPACE IVECONT. RIDGE VENT 3 %2" X 117/8" PARALLAM 2 201rd Of Appeals 2"x12" ROOF RAFTERS AT 16" O.C. EXISTING z1 TYP. EXTERIOR WALL CONSTR.: CC) SIDING OVER 15# FELT ON 1/2" CDX W 3/4" CDX T&G APA RATED PLYWOOD - EXT. GRADE PLYWOOD SHEATHING ON - BEDROOM #3', 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 WQz SHOWN ON PLANS) @16" O.C. W/ R-30 SPRAY FOAM INSUL. ON 1/2" GYP. BD. ao z _v Qwo x GRADE '(0 VARIES SECOND FLOOR CONSTRUCTION 'v 1'-0" WIDE 3500 PSI POURED 3/4" CDX T&G APA RATED PLYWOOD iv CONCRETE FOUNDATION WALL W/#5 SUBFLOOR GLUED AND NAILED TO N @16" O.C. HORIZ. ON 2'-0" W. X V -0"D. FLOOR JOISTS (SIZE AND SPACING + P.C. FOOTING W/ THREE #5 BARS a SHOWN ON PLANS) @16" O.C. 4" 4000 PSI.POURED CONC. SLAB ON EXISTING z1 BEDROOM #1', CC) FIRST FLOOR CONSTRUCTION W 3/4" CDX T&G APA RATED PLYWOOD U W SUBFLOOR GLUED AND NAILED TO FLOOR JOISTS (SIZE AND SPACING WQz SHOWN ON PLANS) @16" O.C. W/ R-30 � SPRAY FOAM INSULATION AND 1/2" z GYP. BD. Qwo x GRADE W VARIES FOUNDATION WALL: 'v 1'-0" WIDE 3500 PSI POURED 00 CONCRETE FOUNDATION WALL W/#5 REBAR @16" O.C. VERT. #4 REBAR @16" O.C. HORIZ. ON 2'-0" W. X V -0"D. Q P.C. FOOTING W/ THREE #5 BARS a SLAB CONSTRUCTION: 4" 4000 PSI.POURED CONC. SLAB ON 6X6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER ON 6" CRUSHED STONE COMPACTED FILL 8" R-25 SPRAY FOAM INSULATION AT CATHEDRAL CEILING. PROVIDE MIN 1" AIR SPACE CONT. RIDGE VENT 3Y2" X 117/8" PARALLAM 6 2 2"X4" COLLAR TIES @ 32" O.C. 2"x12" ROOF RAFTERS AT 16" O.C. TYP. EXTERIOR WALL CONSTR.: SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" MASTER O.C. w/ R-15 SPRAY FOAM INSUL. ON 1/2" GYP. BD. BEDROOM a. TYP. FLAT ROOF: EPDM ROOFING OVER TAPERED INSULATION OVER EXT. GRADE / \ \ PLYWOOD SHEATHING OVER ROOF / \ \ 00 1 RAFTERS W/ 6" SPRAY INSULATION / \ \ (R-42) LINE OF ROOF BEYOND \ =' STEEL BEAM LIVING ROOM 0o BASEMENT PROVIDE FLASHING BETWEEN CONC. a PORCH & RIM JOIST 00 TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS W/ 6" SPRAY INSULATION (R-42) ROOF CONSTRUCTION (LOW SLOPE): 20 YR. DIM. ARCH. ASPHALT SHINGLE ON TWO LAYERS 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS W/ 6" SPRAY INSULATION (R-42) CEILING CONSTRUCTION (TYP AT STEEL BEAM): CEILING JOISTS (SEE PLAN FOR SIZE AND SPACING) W/ 1" WD. FURRING STRIPS AT 16" O.C. W/ 1/2" GYP. BD. - T.O. WATERTABLE + 2'-11" FIRST FLOOR 0'-0" Ak GRADE VARIES TYP. EXTERIOR WALL WITH STONE: 2" CULTURED STONE (STYLE TO BE SELECTED BY OWNER) WITH MORTAR SETTING BED ON A METAL LATH OVER A VAPOR BARRIER WITH 2 LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON WOOD STUDS SECTION SCALE: 1/4"=V-0" EXIST. DECK TO REMAIN FOUNDATION WALL: V-0" WIDE 3500 PSI POURED CONCRETE FOUNDATION WALL W/#5 REBAR @16" O.C. VERT. #4 REBAR @16" O.C. HORIZ. ON 2'-0" W. X 1'-0"D. P.C. FOOTING W/ THREE #5 BARS SLAB CONSTRUCTION: 4" 4000 PSI.POURED CONC. SLAB ON 6X6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER ON 6" CRUSHED STONE COMPACTED FILL 12 3 1/2 MASTER \ _ ATHROOM \ HALL , STEEL BEAM PROVIDE FLASHING BETWEEN CONC. PORCH & RIM JOIST BASEMENT 00 v 0o CONT. RIDGE VENT 3 %2" X 117/8" PARALLAM 2"X4" COLLAR TIES @ 32" O.C. �— 2"x10" ROOF RAFTERS AT 16" O.C. TYP. EXTERIOR WALL CONSTR SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 SPRAY FOAM INSUL. ON 1/2" GYP. BD. LINE OF ROOF BEYOND FIRST FLOOR CONSTRUCTION 3/4" CDX T&G APA. RATED PLYWOOD SUBFLOOR GLUED R AND NAILED TO FLOOR JOISTS G (SIZE AND SPACING SHOWN ON PLANS) @16" O.C. W/ R-30 SPRAY FOAM INSULATION AND 1/2" GYP. BD. GRADE VARIES FOUNDATION WALL: 1'-0" WIDE 3500 PSI POURED CONCRETE FOUNDATION WALL W/#5 REBAR @16" O.C. VERT. #4 REBAR @16" O.C. HORIZ. ON 2'-0" W. X V -0"D. P.C. FOOTING W/ THREE #5 BARS SLAB CONSTRUCTION: 4" 4000 PSI.POURED CONC. SLAB ON 6X6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER ON 6" CRUSHED STONE COMPACTED FILL SEAL: P"" 01 G� ' 41 O 11930 �� r J �ESS10�1�/ V O W a H U W rn WQz c7 � o z Qwo x z W W W o Z Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY N ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION M 7209 OP TIS NEW YOItIC STATS EDUCATION LAW. r"' M H > d O Q � W w U o N W Q W H W H Q ii W s� U O W a H U W rn WQz c7 � o z Qwo x z Q w 0 rn o z Q z o Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OP TIS NEW YOItIC STATS EDUCATION LAW. SEAL • SOF N RECEIVED NOV 12 2019 ROOF CONSTRUCTION (LOW SLOPE): R �, 20 YR. DIM. ARCH. ASPHALT SHINGLE ON TWO LAYERS 30# FELT OVER 5/8" m EXT. GRADE PLYWOOD SHEATHING Zoning Board Of Appe � 2cP� r; OVER RAFTERS RO _SSIONP�`r \ CD �Ii r TYP. EXTERIOR WALL CONSTR.: al SIDING OVER 15# FELT ON 1/2"CDX EXT. GRADE PLYWOOD SHEATHING ON 3 BEDROOM LIN. MASTER r_ 2"x4"WOOD STUDS @ 16" O.C. w/ R-15 CL BEDROOM : SPRAY FOAM INSUL. ON 1/2" GYP. BD. -- - "- _1 Cv J7i 7 `_F 3 %2"X 11 1/4" PARALLAM EXIST. SECOND FLOOR CEILING CONSTRUCTION (TYP AT STEEL BEAM): R3 %"X 11 1/4" PARALLAM 3 %2"X 11 1/4" PARALLAM 3Y2"X 11 1/4" PARALLAM W CEILING JOISTS (SEE PLAN FOR SIZE AND �, I W W SPACING) W/ 1" WD. FURRING STRIPS AT 16" EXISTING - ENLARGED O.C. W/ 1/2"GYP. BD. "' _ BEDROOM #1 LIVING ROOM zo FIRST FLOOR CONSTRUCTION 1 3/4" CDX T&G APA RATED PLYWOOD SUBFLOOR GLUED AND NAILED TO W M FLOOR JOISTS (SIZE AND SPACING FIRST FLOOR �, M 0'-0" i SHOWN ON PLANS) @16" O.C. WI R-30 SPRAY FOAM INSULATION AND 1/2" W N - GYP. BD. � 1 GRADE �••/ ¢ z BASEMENT VARIES GRADE FOUNDATION WALL: �D a VARIES V-0" WIDE 3500 PSI POURED H C a °O CONCRETE FOUNDATION WALL W/#5 W REBAR @16" O.C. VERT. #4 REBAR W @16" O.C. HORIZ. ON 2'-0" W. X 1'-0"D. P.C. FOOTING W/THREE#5 BARS O o W W ,.� U N Q H LLJ Lr SLAB CONSTRUCTION: 4" 4000 PSI.POURED CONC. SLAB ONcn-1 SECTION IIPOLY. 6AR IR ER ON 6" CRUSHED � 1/4"=l'-O" VAPORSTONE COMPACTED FILL z W E� Q Z I O H I a I sx 5ALU5TER SPACING TO NOT I U EXCEED 4" BETWEENW NEW GUARD RAIL On Q 36" H. HANDRAIL AT OPPOSITE WALL -� NEW BASEMENT c ACCESS DOOR TO BE W —\ SELECTED BY OWNER o ' `e) NEW STEEL DOOR AND FRAME 1" TOP OF NEW WALL I I PRIMED AND PAINTED 11" \ VIF HEIGHT PRIOR TO ORDERING. F /�L AP � � \ � I ( I COORDINATE WITH OWNER VIE E® QG7v �® G7 + I• VIE i #5 AT 24"O.C. VERT. E.F. • ° • _ \ 2" d (2) #5 TOP CONT. I S DE iSiOtV # #5 AT 18"O.C. HORIZ. E.F. c%) 2X4 KEYWAY CONT. (TYP.) • #3 SIN GB TYP. (2)#5 TOP CONT. ( W #4 AT 8' D.C. #4 AT 2, 1 O C. #5 AT 12" O.C. VERT. #5 AT 12"O.C. VERT. ui #5 AT 12" O.C. HORIZ. #5 AT 12"O.C. HORIZ. a U w • EXISTING BASEMENT SLAB I AT DATUM ELEV. 0'-0" EXISTING BASEMENT SLAB • AT DATUM ELEV. 0'-0" W z Z e — a • da de �\ �� 00 s • ° • x r ° (3) #5 BOT. CONT. (3)#5 BOT. CONT. ° O ------------------ ------------------------ w 11" 1, 4„ ------ - ------ ----- ----- ------------ --------- 1'-4" O - -- --- - - ----------- o z zz Q ,SECTION SECTION Q a Q SCALE: 1/2"=l'-O" SCALE: 1/2"=I'-O" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TI IE NEW YORK STATE EDUCATION LAW. REScheck Software Version 4.6.1 C'Ielx(i" Compliance Certificate Project Todd Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: _ Fenestration that is not site built Permit Number: Construction drawings and Construction Site: Owner/Agent: Designer/Contractor: 670 Bayview Drive Lou Pascarella South Hold, NY Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 631-421-3734 Compliance: 5.9% Better Than Code Maximum UA: 424 Your UA: 399 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date X313 IZE-CEIVED NOV 12 2019 7otil't)g Board Of Appeals REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 40.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # :„yx;..s'f.:.r ++3,` W.`%):AV I a. i f i_e Complies? i •' [F011]2 J ❑Does Not 402.4.4 _ Fenestration that is not site built 103.2 Construction drawings and is listed and labeled as meeting ❑Does Not ❑Complies Requirement will be met. [PR1]1 Flat Roof: Flat Ceiling or Scissor Truss 299 42.0 0.0 0.028 8 Second floor Cathedral: Cathedral Ceiling 782 42.0 0.0 0.025 20 First floor roof: Steel joist/Rafter, 16" o.c.:2x10 535 42.0 0.0 0.035 19 Front Elevation: Wood Frame, 16" D.C. 814 15.0 0.0 0.077 55 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E 94 air handlers, filter boxes, and ❑Does Not 0.330 31 Rear Elevation: Wood Frame, 16" o.c. 814 15.0 0.0 0.077 37 Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E 171 ❑Not Applicable ❑Does Not 0.330 56 Door 1: Glass 159 OComplies serving multiple dwelling units 0.330 52 Right Elevation: Wood Frame, 16" o.c. 504 15.0 0.0 0.077 32 Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E 87 ❑Complies ❑Not Applicable 0.330 29 Left Elevation: Wood Frame, 16" D.C. 504 15.0 0.0 0.077 32 Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E 86 ❑Does Not El Not Applicable 0.330 28 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date X313 IZE-CEIVED NOV 12 2019 7otil't)g Board Of Appeals REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 40.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID! [F011]2 J ❑Does Not 402.4.4 _ Fenestration that is not site built 103.2 Construction drawings and is listed and labeled as meeting ❑Does Not ❑Complies Requirement will be met. [PR1]1 documentation sufficiently of &lt;7 ACH at 50 Pa. This or has infiltration rates per NFRC ❑Does Not requirement may instead be met demonstrates energy code ❑Not Observable via visual inspection, in which ❑Not Observable ONot Applicable compliance for the building IC -rated recessed lighting fixtures' ❑Complies Requirement will be met. ❑Not Applicable sealed at housing,°interior finish envelope. Inspection. and labeled to indicate &It;= 2.0 ❑Not Observable 103.2, Construction drawings and ❑Not Applicable 403.2.2 ❑Complies 403.7 'documentation sufficiently air handlers, filter boxes, and ❑Does Not ❑Does Not [PR3]1 demonstrates energy code need to occur during Framing ducts are sealed. ❑Not Observable 403.2.3 compliance for lighting and ❑Complies [FR15]3 ❑Not Applicable ❑Does Not ,mechanical systems. Systems ❑Not Observable Programmable thermostats . OComplies serving multiple dwelling units 403.3 HVAC piping conveying fluids R- R-_ ❑Complies [FR1712 must demonstrate compliance ❑Does Not below 55 QF are insulated to R-3. ❑Not Observable with the commercial code. ❑Complies ❑Not Applicable 403.4 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not El Not Applicable on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable installed on all outdoor air other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Todd Residence Report date: 10/29/19 Project Title: Todd Residence Report date: 10/29/19 Project Title: Todd Residence Report date: 10/29/19 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Pagel of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 2 of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 3 of 7 Residence\Todd - RESCHECK.rck Residence\Todd - RESCHECK.rck Residencie\Todd - RESCHECK.rck Section # Framing / Rough -In Inspection) Plans Verified Value Field Verified ( Value Complies? Comments/Assumptions & Req.ID & Req.ID [F011]2 J ❑Does Not 402.4.4 _ Fenestration that is not site built []Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 3; AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable of &lt;7 ACH at 50 Pa. This or has infiltration rates per NFRC ❑Not Applicable requirement may instead be met 400 that do not exceed code ❑Not Observable via visual inspection, in which limits. ONot Applicable 402.4.5 IC -rated recessed lighting fixtures' ❑Complies Requirement will be met. [FR16]2 sealed at housing,°interior finish ❑Does Not Inspection. and labeled to indicate &It;= 2.0 ❑Not Observable Duct tightness via post- cfm cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers, filter boxes, and ❑Does Not 12 cfm across systems. For roigh-in tests, verification may building cavities used as return ❑Not Observable need to occur during Framing ducts are sealed. ❑Not Applicable 403.2.3 _ Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not -. ❑Not Observable Programmable thermostats . OComplies ❑Not Applicable 403.3 HVAC piping conveying fluids R- R-_ ❑Complies [FR1712 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to R-3. ❑Not Observable Heat pump thermostat installed ❑Complies ❑Not Applicable 403.4 Circulating service hot water R-_ R- ❑Complies [FR1B]2 pipes are insulated to R-2. ❑Does Not ❑Not Applicable ❑Not Observable Circulating service hot water i OComplies El Not Applicable 403.5 Automatic or gravity dampers are: ❑Complies . Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable Compliance certificate posted. ❑Complies Requirement will be met. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier: 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Todd Residence Report date: 10/29/19 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 5 of 7 Residence\Todd - RESCHECK.rck 2010 New" York Insulation Inspection I Complies? Comments/Assumptions Energy) 303.1 All installed insulation labeled or ❑Complies Requirement will be met. [IN13]2 installed R -values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Todd Residence Report date: 10/29/19 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 6 of 7 Residence\Todd - RESCHECK.rck Section # Final Inspection ProvisionsValue Plans Verified Field Verified Value Complies? Comments/Assumptions & Req.ID [F011]2 protection. ❑Does Not 402.4.2, Building envelope tightness ACH 50 =_ ACH 50 = ❑Complies Requirement will be met. 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of &lt;7 ACH at 50 Pa. This ❑Nat Observable ❑Does Not requirement may instead be met ❑Not Applicable ❑Not Observable via visual inspection, in which ONot Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI4]1 construction with maximum - []Does Not leakage of 8 cfm to outdoors, or []Not Observable 12 cfm across systems. For roigh-in tests, verification may ❑Not Applicable need to occur during Framing !Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats . OComplies [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water i OComplies [FI1112 systems have automatic or []Does Not accessible manual controls. []Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17 12 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Todd Residence Report date: 10/29/19 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 7 of 7 Residence\Todd - RESCHECK.rck 2010 New. York Energy Foundation Inspection I Complies? Comments/Assumptions 303.2.1 Exposed foundation insulation ❑Complies Exception: Requirement is not applicable. [F011]2 protection. ❑Does Not ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not ❑Not Observable ONot Applicable Additional Comments/Assumptions: SEAL: U � FSI • rT� WirT1-+-1 V Z TTU I� V1 �l I� F --I ill O U 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Todd Residence Report date: 10/29/19 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 4 of 7 Residence\Todd - RESCHECK.rck 2' 10 1 c r, 1,FY a ConslTuction Code acc m Above -Grade Wall 15.00 Below -Grade Wall 0.00 Floor 0.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): iii. -. .. Window 0.33 Door 0.33 _ Heating System: i Cooling System:' 3*ZA Water Heater: Name: Date:Comments W Q�>i wQz QWo OO�W W d Q A, H o 0 0 o a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE TI IE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. OnOD P(A \ — x0114 ICE LOCATION: 5*_ Town Hall Annex 4375 State Route 25cor.Main Rd. & Youngs Ave.) �outhold, NY 11971 112�lj, MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROG TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date January 23, 2020 Re: LWRP Coastal Consistency Review for ZBA File KENDALL TODD 47373 SCTM# 1000-37-5-3. � 3i3 RECEIVED JAN 2 4 2020 Zoning Board Of Appeals KENDALL TODD #7373 - Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and to construct a single family dwelling at, 1) located less.than the code required front yard setback of 35 feet; 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond) East Marion, NY. SCTM# 1000-37-5-3. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. This determination was made based on the following: 1. The footprint of the demolished structure will not be expanded supporting community character. 2. The proposed new single family residence is not located within a mapped FEMA flood zone or discordant with the surrounding community character. 3. A Board of Trustees Wetland Permit (No 7853) required a non -turf buffer to protect the wetland. Due to the high residential density in the area, undersized lot and close proximity to surface waters; in the event the action is approved, it is recommended that the Board require the installation of a UA OWTS and compliance with Chapter 236 Stormwater Management to further Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in - preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney Natalie Wright Acting Commissioner Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: COUNTY OF SUFFOLK OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE RECEIVED DEC 2 '? 2019 Zoning Board of Appeals Department of Economic Development and Planning December 12, 2019 Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county -wide or inter -community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number 6`4? Kendall, Todd #7373 'Mitchel, Joseph #7375 M&el David, Mildred #7376 TRK/cd Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein, Principal Planner Division of Planning & Environment H LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY, 11th FI ■ P.O. BOX 6100 ■ HAUPPAUGE, NY 11788-0099 ■ (631) 853-5191 k, FORM NO. 3 TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT SOUTHOLD, N.Y. NOV 072019 NOTICE OF DISAPPROVAL Zoning Board Of Appeay5 DATE: N RFCEIVE6 TO: Kendall Todd 61 Windbeam Road�,� Ringwood, NJ 07456 Z®:asaao g��� u Please take nonce that your application dated July 29, 2019: For permit to demolish an existing dwelling and construct a new single-family dwelling at: Location of property: 670 Bayview Drive, East Marion, NY County Tax Map No. 1000 - Section 37 Block 5 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 12,336 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard and a rear yard setback of 35 feet. The site plan notes a minimum front yard setback of 32.4 feet and a rear yard setback of 34.7 feet. Authorized S Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: File, Z.B.A. RECEIVED NOV 12 2019 Fee- $ Filed By: Assignment No. ,, —11 01ard Of Appea Y APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.(9 70 Street BA) V I L� v Q. Hamlet L.%k<' i %� I R SCTM 1000 Section Bloc Lot(s) Lot Size Z� Z Zone I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 11-6 -212 11 BASED ON SURVEY/SITE PLAN DATED Owner(s): g LSD i�LL (0 01 Mailing Address: o l W111 b 6ff)+m POA pjpj&Qooll , M, T 077 9 Telephone: 201 1�; 2' H Fax: Email: 11 0 ( JJp d L .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 who agent represents: Name of Representative: ACUAe,(0t4y1&A-�JJ for m'owner ( )Other: Address: a 0 • 6"J0,— 2- `t SZJ 6Aj V1,e*J 62 , L -*-J— bfl o� )w Y Telephone: '% 69 13 Fax: Email: Etj �v 6gecoG ao t- cd�" Please check to specify who you wish correspondence to be mailed to, from the above names: (Applicant/Owner(s), ( ) Authorized Representative, ( ) Other Name/ Address below: WHEREBY TIE BUILDING INSPECTOR REVIEWED SURVEY/SITE VL N DATED -Ki and DENIED AN APPLICATION DATED FOR: (}4'Bui ding Permit () Certificate of Occupancy () Pre -Certificate of Occupancy () Change of Use ( ) Permit for As -Built Construction () Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.). I Article: XX 6I I Section: '2-180-17-4 Subsection: Type of Appeal. 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 any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner ZBA File# Name of Owner: ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used signature notarized): RECEIVED NOV 12 2019 preparer's Zoning Board Of Appeals 1. An undesirable change will not be produced in the CHARACTER of the neighbor or d �te`trtf n'Cion-e-arbj� — properties if granted, because: OTI-* -j i OF— t" ST( rJ y tvU rj b f j - aA) a IV rt t ote , A/� �-- �1 �St rJ l'� `(—�-�11 � 9 d} -T 1 v�., a a i—�� T'► ►� 5 I S �c/ 1� - ST(���-� 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: Cftri �jc�-A— 61- L"�% c1rJ 2+ I sz�vvl f oUruDfl-j--c yj 3. The amount of relief requested is not substantial because: 4`- (�� I "S 2 19 e i' j, -T- p P -,iv i Ut=- P+l ST, A's . NO 0- t;1 e, Q B n ` +4-9- . 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: %cam- -(�- 2z.1 5. Has the alleged difficulty been self created? { } Yes, or { No Why: (s✓-t'-j16('rJ Are there any Covenants or Restrictions concerning this land? { No { } Yes (please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time presery d protect the character of the neighborhood and the health, safety and welfare of the communi w _ 1 Sighat re of Applic 1anVt/or orized Agent (Agent ust submit written Authorization from Owner) Swom to before me this -7 day Down Johnson Notary rablle, State of New York No OIJ06349053 Qualified in Suffolk County Commission Expires 10/11/20.= APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) NOV 1 2 Z 01 9 Applicant: L-7yb*"- Un Date Prepared: 2 -of ng Board Of App ealsz I. For Demolition of Existing Building Areas Please describe areas being removed: fl b-1 N� 1,)r r�2J I ►ems �1/ung,—► I—r� 11. New Construction Areas (New Dwelling or Newdditions/Extensions): Dimensions of first floor ems: -3 6' ?r s1 Dimensions of new second floor:_ & ` k Dimensions of floor above second level: Height (from finished ground to lop of ridge): Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural existing grade to first floor: {1-611 III. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary) - Please describe building areas: Nu ber of Floors and General Characteristics BEFORE Alterations: _2— Ftvvn- �1 � W tiff r% WL I -ay Vrr+ ZL Number of Floors and Changes WITH Alterations: Z RVvWet n-, t.,h-� � 1\ .n N. Calculations of building areas and lot coverage (from surveyor): Existing square footage of buildings on your property: 1:738 Proposed increase of building coverage: C2 Square footage of your lot: 2 Percentage of coverage of your lot by building area: . �L ( d V. Purpose of New Construction: ��i S Ti �1 e. d tiTyR %11t1d•� • K2(J�i-� {2 Z VI. 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 requirement(s): 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 NOV 12 2019 FOR FILING WITH YOUR ZBA APPLICATION Zoning Board Of Appeals A. Is the subject premises listed on the real estate market for sale? Yes No B. Are there any proposals to change or alter land contours? _X-" No Yes please explain on attached sheet. C. 1.) Are there areas that contain sand or wetland grasses? "I' ' -k-2S 2.) Are those areas shown on the survey submitted with this application? c1 3.) Is the property bulk headed between the wetlands area and the upland building area? ` n 4.) If your property contains wetlands or pond areas, ha v you contacted the Office of the Town trustees for its determination of jurisdic ion? Please confirm status of your inquiry or application with the Trustees: Ll -e0 FVYL irCe& d% and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation n ar the area of proposed construction at or below five feet above mean sea level? /V0 E. Are there any patios, concrete barriers, bulkheadq or fences that exist that are not - shown on the survey that you are submitting?__Nu Please show area of the structures on a diagram if any exist or state none on the above line. A 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 parcel? If yes, please label the proximity of your lands on your survey. pp�� I. Please list present use or operations conducted at this parcel I V�J' and the proposed use gJ tLK (ex: existing single family, pr posed. same with garage, pool or other ut rized signature and Date AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD NOV 12 2019 WHEN TO USE THIS FORM. The form must be completed by the applicant for anyspe 1, ir{ffe3P,glit,At)t6 t0pea l s plan approval, use variance, or subdivision approval on property within an agricultur'W-district'-QR-within-- 500 feet of a farm operation located in agricultural district. All applications requiring an agricultural data statement must be referred -to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1) Name of Applicant: �&bo bI - :nq b 2) Address of Applicant: u 3) Name of Land Owner (if other than applicant) 4) Address of Land Owner: 5) escription of Pro osed Project hg- Lm -n1,4i in,Z.� L.i k, eJ:;VAAA n r,r' is hI D R o ti 6) Location of Property (road and,tax map number): v AfN V lfJ M. P, 0w — 3 7) Is the parcel within an agricultural district? (No E]Yes If yes, Agricultural District Number 8) Is this parcel actively farmed? X1No ❑°Yes Name and address of any owner(s) 'of land within the agricultural district containing active farm operation(s) located 500 feet of the boundary of the proposed project. (Information may be -available through the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 1. 2. 3. 4. 5. 6. (Please use back side of page if more than six property owners are identified.) The lot numbers may obtained, in advance, when requested from either the Office of the Planning Board at 765 8 or the o ing oard of Appeals at 765-1809. Signature of Applicant Date Note: 1. The local board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitation will be made by supplying a copy of this statement. 2. Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board to the property 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 time means the application is not complete and cannot be acted upon by the board. . 1-14-09 617.20 193 RECEIVED Appendix B Short Environmental Assessment Form NOV 12 2019 Instructions for Completing Zoning Board Of Appeals Part 1- Project Information. The applicant or project sponsor is responsible for the completion ofTa�l: Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 - Project and Sponsor Information ame of Action or ProLect: ti l?YhJ 1��-ItiS 16we1L c . lU94/ 1A.11 - Project Project Location (describe, d attach a location map): CJ -/V V e u ed iL C�'� Y/' I reef Descriptiob of Proposed Action: 0%0 f s j l �\ a I t v I c /1t cl �I.JPiv'I �� �2 _ Nanje of Applicant or Sponsor: Telephone: -2 E -Mail: Address: r I wb P-0 rib City/PO:� I N W dGvQ S te• � Zip Code: OHM 1. Does the proposed'action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval: 3.a. Total acreage of the site of the proposed action? o acres b. Total acreage to be physically disturbed? 0— acres c. Total acreage (project site and any contiguous properties) owned by 26 or controlled the applicant or project sponsor? • acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑ Urban ❑ Rural (non -agriculture) ❑ I ustrial ElCommercial esidential (suburban) ❑ Forest 11 Agriculture Aquatic ❑ Other (specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built 4 landscape? —NO-- RE'EIVEC natura YTS -N/A V p O 'fts 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Env If Yes, identify: ES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? 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? NO YES 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: NO YES 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic Places? b. Is the proposed action located in an archeological sensitive area? NO YES / 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agencyT" ` 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: NO YES 14. Idgntify the typical hab* t types that occur on, or are likely to be found on the project site. Check all that apply: L19 Shoreline p*. est ❑ Agricultural/grasslands ❑ Early mid -successional ❑ Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES 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? If Yes, � a. Will storm water discharges flow to adjacent properties? E3 NO ❑ YES b. Will storm water discharges be directed to established conveyance systems (runoff and sprm drains)? If Y briefly describe: ❑ NO UrYES NO YES a' Page 2 of 4 II ,41 18. Does the proposed action include construction or other activities that result in the impoundmeni water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size: of NO NO YES TTY2019 �w:,.• �'��.•"'�; �'�`�� � . ' �. � :��:�' :,� �•. "� �"�','� Zoning Board C f AppE regulations? 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: NO YES 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 Environmental Area,(CEA)? / / 5. Will the proposed action result in an adverse change in the existing level of traffic or 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: NO YES / 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? I AFFIRM THAT THE INFO ATION PROVIDED ABOVE IS TRUE AND ACCURA TO HE BEST OF MY KNOWLEDGE Applicant/spo r name: G7��Ti �� Date: Ilk ! V Signature: Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" t �e R., . ��� y L 1`: Z di -C, j�.,i'�'"y,+LayJr���n�� "q'� � Y X`"1 •`��M1'--•R •�,; ?..,a ,. ,. `ssr^.,j �.� �3. �u qtr �::.�,� - ,a s _ � � �� .:: x i ..eS�" ��,}.::�.'S 5''=�i �dt, , ` nor;„, ,.' 'i a�'.? :s•" +- small to large a� �. :�•• �.,� �Q:f ,. �, ,'' �w:,.• �'��.•"'�; �'�`�� � . ' �. � :��:�' :,� �•. "� �"�','� 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 Environmental Area,(CEA)? / / 5. Will the proposed action result in an adverse change in the existing level of traffic or / affect existing infrastructure for mass transit, biking or walkway? / 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? / Page 3 of 4 l 7�' i % ,� e _ oy,.:f>�i�'•' _ �c_"4'.+".�r'i�'%'r. 1 ; �.y.�¢�_l;,. fy4.. x.. n, • =� .st; ,ti �; < ;w' �, } -No or small R: oderate- CK `�,'C •' .'." �` - t c i •'':. � i...',�+ :iir<'cy (1Y %�!'ts. .p. PN A .Stn � ��,:y77.�{�, impact impact ;� • t •�• _ • _ � "iry' ,:iy+.�', r. 7,;H t='H:�.•a� .�i`✓""�r .1aS. �•� '�•,� - '��' �'r>�;_r'��r:,'-}�-„= r, . �i''�>� �••+ts`��;��=��' M., .. Si„ GS,+kY^t y,,.. f '�C i�`. . -� <� �. :tt•4� +. may Nov11219 _ L t .r✓ .<. _ •I�.�: r`.' cC 4.5�”` .+ �< 4:f Gri���.� OCCU 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? Zoning Beard Of A 11. Will the proposed action create a hazard to environmental resources or human health? Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 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 eats NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1 Division of Environmental Permits, Region 1 SUNY C@ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 P: (631) 44403651 F: (631) 444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT November 15, 2019 RECEIVED 733"b " NOV 2 2 2019 Zoning Board Of Appeals Kendall Todd 61 Windbeam Lane Ringwood,-N.J. 07456 Re: Application #1-4738-04109/00004 Facility: 670 Bayview Drive, East Marion, N.Y. SCTM# 1000-37-5-3 Dear Ms. Todd: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Paul Barylski Land Surveying dated 3/21/2019, which was constructed prior to August 20, 1977 as evidenced on Aerial Image Resources exp#75-2100 dated March 24, 1976 and illustrated on the historical survey prepared by VanTuyl & Son dated December 13, 1968, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. (ARNO-DEP) Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other•agencies or local municipalities. Si er y, Sherri Aihe Deputy Regional Permit Administrator cc: Luigi Pascarella, P.E., BMHP, File a� _ f -rlEwroRK I Department of STATEOi oaaoaTuwTT Environmental Conservation 11/06/2019 17:20 FAX APPLICANT/OWNT,R TRANSACTIONAL. DISCLOSURE ;FORM action is necessary avoid some. J YOUR NAME • ' ul� b ; Y (Last name, first usmy,, middle initial, unless you are applying In the name ntsnmcone else or company. if so, indicate the other person's or company's name.) TYPE OF APPLICATION: (Cbeelc all that apply) Tax grievance Variance Change of Zone Approval of Plat Other (activity) Building Permit Trustee Permit Coastal Erosion Mooring Planning 0001/001 i RECEIVED NOV 12 2019 Zoning Board Of Appeals such ss a 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 whle he 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 applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) avid/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) D) 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 tbo applicant; or D) the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of i'["r, 20 t I Signature �<:a Print Name A �l% AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM RECEIVED The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and AmployeWWpWR�1;1] of this form is to provide information which can alert the town of possible conflicts of interest and allAiv it to take whatever action is necessary to avoid same. ,� Zoning Board Of Appeals YOUR NAME : u I s*7,) o , rnLc,(+i 'LZ %+ (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) TYPE_ OF APPLICATION: Xheck all that_apnly) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat 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� a 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 applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) : 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 DESCRIPTION OF RELATIONSHIP Submitted Signature Print Name C I I l C day of r��, 20iY ki C --�� , Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS NOV 12 2019 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 form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making 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 LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION 1000 - SCTM# The Application has been submitted to (check appropriate response): Town Board D Planning Dept. 0 Building Dept. �d Board of Trustees 0 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital 0 construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification:' Nature and extent of action: b � 1) E x-1 ST -I r' i h 1,Q � � ` f -oft I )v we 1"V r—oupu�il 'V'V , "�w C� , E'J `�) lm),b\ r—&-mt1l hwe U 6�tvj op -Fo1� EuinlTpIIaoi'vr,- Y)RT Ek1Sitve- Location of action: -670 l1�9 6 YP- o,, \ *Ei Site acreage: ° Al 6- �� 2 2019 Present land use: Present zoning classification: 0 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: 1:FpZJA1'l f (b) Mailing address:�i�� d 0-Z /4St7 (c) Telephone number: Area Code (bd3 , (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes R No ❑ If yes, which state or federal agency? "DC% t - Lei(q'a or,-- #0X)J - . DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes [:] No C' (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 ction III - Policiesages 3 through 6 for evaluation criteria Yes 0 No D (Not Applicable - please explain) Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout theomm-of-southold- LWRP ection III - Policies Pages 6 through 7 for evaluation criteria RECEIVED Yes D No 'I (Not Applicable - please explain) NOV 12 2019 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Sectio III - Policies Pager 8 through 16 for evaluation criteria Yes 2 No � (Not Applicable - please explain) Attach additional sheets if necessary Policy 5 Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Poli 'es Pages 16 through 71 -'or evaluation criteria Yes No L J (Not Applicable - please explain) a _ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Sig in Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 throng 2 for evaluation criteria. r 7Yes No (Not Applicable - please explain) RECEIVED Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRIi S-&fiori HrCL--fdliW E Pages 32 through 34 for evaluation criteria. See Section III — Policies Pages; 34 through 38 for evaluation kriteria. ❑ Yes ❑ No ❑ (Not Applicable — please explain) Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous sub aces and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No U (Not Applicable — please explain) PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ YeZNo ❑ (Not Applicable — please explain) ) C./ - Attach additional sheets if necessary WORKING COAST POLICIES i Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent u s in suits locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation cri.e i . Yes ❑ No ❑ (Not Applicable —please explain) i RECETVFr) Lnni it rr ^i* f�` 1` Attach additional sheets if necessary J Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuar and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable — please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 thro h 65 for evaluation criteria. zYes ❑ No ❑ Not Applicable — please explain Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section —Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No ❑ Not Applicable — please explain Board .of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) r } RECEIVED NOV 12 2019 Zoning Board Of Appeals I, la'LL I O 1� 6 residing at 1s7 (Print property owner's name) (Mailing Address 1 Go w %7T Z do hereby authorize A10tSA20, (Agent) Southold Zoning Board of, Appeals. T00/T00 PI (Q is Signature) (Print Owner's Name) to apply for variance(s) on my behalf from the Xdd TZ 9T 6TOZ/90/TT FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY RECEIVED NOV 12 2019 [Zoning Board Of Appeals No.... Z . 342 .......... Date ........................ July.....6............... 19.59 ..... THIS CERTIFIES that the building located ot.V8 ...Bay View DriYs.... Street ............................................. Ga<rdiners Bat 714 & 115 last 1krion, IQ.Y. MapNo.........................lock No.........................Lot No..................................................................... conforms substantially to the Application for Building Permit heretofore filed in this office dated A1r......� .............., 19 59 , pursuant to which Building Permit No........ 5 dated .......................... t.Y..... 19.............. 19 ...., 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 .............. Privto one family dwelling ................................................................................................................................................................ This certificate is issued to .....Arthur Johnson ( owner .................................................................................................. (owner, lessee or tenant) of the aforesaid building. ......................... .. .......... Building Inspector ... CD m z c a L-- AWF tot - AL • •M e , yk yL � .,f. ! �t • ' r~ At e it r. r :fit •.�M„n +^': _ r",.x: � �\ s/ �y"�.�,: , • arm . ':.� .. .�- ,� i ,..,,y. _ —".. ,. •�X _ � ��L*'G " �. - d- ro� � �_ �.` Ir fele Ali 4 414 u NOW .:.�rtiu..,'p^ruwr �.n�AgW,v`Vn ! _ � ,fir•" ;. ` t " ' r ' All ji . P .19 zv J . ray _ .�' ._:' ,_ - _ •—.'194. ��. 3 .s- .. - L wF• .' w.• `r� _it .�.� 1 ,c. s �-.'.: 1:. a.. ..._-�`"' 'Y.ly '„' a'e .- ``.3 g, i• �.. ..� - _ _.._ .. y _ .. � r •t� '��_ w ,�'.���,. �K a :� �...� -e - .,-✓"- -� -- -. ♦ �,�is ►fir 'wn �°-' �, .7,e'.. �!"♦ , � T - �'. tea' • •f. ` ,��' i�� p' r', N.•R ax r �fw � •I VII sr- r w P - 1. � F a • r ,r r M r t 1 .ar rr �. ' "....� K tµ i 1 *:" �� �'• 2' "ALS 1 n, s � .. - � .,.. :�- T � til.'' `� •I!" _... •. '' ... �-. .. + r 0.10 ! w P - 1. � F a • r ,r r M r t 1 .ar rr �. ' "....� K tµ i 1 *:" �� �'• 2' "ALS 1 n, s � .. - � .,.. :�- T � til.'' `� •I!" _... •. '' ... �-. .. + r 41. r n� ati a1r:'- ph y� r �r ���� .r..r �"7!�f> ;• 'fid.{. t`�T T N t.. �.' �.. st°ue +r •;� 3:: f At-* Ir All VIA IF °off, btir .Syt�.�M r 1 =�;,.a� r;f�t=' �.,•* s f� Y _ >t u � v r 4 ' 1 r Y,. i.. IfA ��,�`�A- 1 �i l ) -1►���•4► - JAY`' �' � �/ N�.�, AWN '�'-s .. -� 3 :R :� _ ;�.y t } ..tee� `-. •�+ '�..,- _ .�, i ' - `;.�, •.�+ - y is •. ,. • .. � «,-� •�.. � `� _ ` .. i _E —.re•- - �• � i �� fes' 4t 01 IV Y' ) x - - •Y• :y� -�.', ��t i� '!0• I 1, .. � WA. r 1 �.I. '1.7 :.1•s)Y I .. w ` ,� / _ �,w �'�•� a� .;t• n�i� y .���.rr, •�,L a EIf.+ Awl4� I • n' r71_... . ` -.� � • � ��«i«iii: ii ii «i Moll °.may ,'.T..'��°'.'.°',%•',•',� � � s':.'.' ' ' :�. •« i .. ��• % ��i •�•�• « .�« « i •ter �( ��, +.°.'. �•�`. � ice: • i :': •'i •' .. }�•��' i�i �« ««�«ti •�`*� .i � � ♦ • ♦ iffy f �+~ . �. i i+,.. ......D•0 •i•i 'iii««' 1•� • 4 « a.Y y i n (6 fl. O7 Q O w LU O �7 � W r� f0 O m Z � .0 O N r71_... . ` -.� � • � ��«i«iii: ii ii «i Moll °.may ,'.T..'��°'.'.°',%•',•',� � � s':.'.' ' ' :�. •« i .. ��• % ��i •�•�• « .�« « i •ter �( ��, +.°.'. �•�`. � ice: • i :': •'i •' .. }�•��' i�i �« ««�«ti •�`*� .i � � ♦ • ♦ iffy f �+~ . �. i i+,.. ......D•0 •i•i 'iii««' 1•� • 4 « a.Y y i n F SOUTHOLD PROPERTY OWNER — STREET67 VILLAGE DIST. SUB. LOT all Bvy,s w bp. ORMER OWNER' CAY' 0l'l,�,, ��� N E ACR. QS e OTT S2 S W TYPE OF BUILDING ,Iv- o b r1 RES. \, / SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS yill; o D f d c ® / o11171,614, .Shy -r", o q oaf N /� TOWN OF SOUTH® - 0 oc m AUG -+5-2019 n r AGE BUILDING CONDITION 1"o NEW NORMAL BELOW ABOVE m FARM Acre Value Per Value Acre Tillable i FRONTAGE ON WATER 77 0�9 Woodland FRONTAGE ON ROAD .r Meadowland DEPTH House Plot BULKHEAD V Tota I DOCK �' is '.� • w a .�Z' "�„' fit,, Fuentes, Kim From: Fuentes, Kim Sent: Tuesday, November 19, 2019 1:02 PM To: 'kstodd66@gmail.com' Cc: Westermann, Donna; Sakarellos, Elizabeth Subject: ZBA #7373 - Kendall Todd Hi Michael, I am reviewing your application and have noticed that the updated site plan showing both the front yard and rear yard setbacks (unsigned & stamped, dated 11/4/2019) prepared by Luigi Pascarella, P.E. has not been included with your applicant packets. Please provide us with 9 dated, signed and sealed site plans depicting the front and rear setbacks. Contact this office with any questions. Thank you. Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 631-765-1809, Ex. 5011 E-mail. kimf@southoldtownny.gov Mail to: P.O. Box 1179, Southold, NY 11971 1 L ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: November 13, 2019 ZBA # NAME OF APPLICANT CHECK # AMOUNT TC DATE STAMP 7373 Todd, Kendall 123 $1000.00 RECEIVED 2019 E N T THE �I (}(,�J,J O Southold Town Cl TOTAL $1000.00 Sent via Inter -Office to Town Clerk by: Thank you. jpMorgan ChaseBank, N A. n �lk MEMO= _ DW N -z/zto 123 DATE $ 1. DOLLARS NP rk CHUISANODENISE M. CHl11SAN0 P.C1. BOX 244 SE rPHA.MICHAEL 560 BAYVIEW DRIVE VATE EAST M1939 ARION 1TO E N T THE �I (}(,�J,J O jpMorgan ChaseBank, N A. n �lk MEMO= _ DW N -z/zto 123 DATE $ 1. DOLLARS NP rk ELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR. OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: November 14, 2019 RE: Zoning Appeal No. 7373 Transmitted herewith is Zoning Appeals No. 7373 for Kendall Todd: The Application to the Southold Town Zoning Board of Appeals Applicant's Project Description Questionnaire Agricultural Data Statement Short Environmental Assessment Form �Applicant/Owner Transactional Disclosure Form(s) � Agent/Representative Transactional Disclosure Form(s) LWRP Consistency Assessment Form _vl' Notice(s) of Disapproval Board of Zoning Appeals Application Authorization �Certificate(s) of Occupancy Findings, Deliberations and Determination Meeting(s) Action of the Board of Appeals Photos Correspondence - Copy of Deed(s) �uilding Permit(s) roperty Record Card(s) Survey/Site Plan aps- Drawings Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) Misc. Paperwork- Date: 11/14/19 Quantity Transactions 1 ZBA Application Fees Notes: Payment Type CK #123 own of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Receipt#: 261233 Reference Subtotal 7373 $1,000.00 Amount Paid By $1,00000 Chulsano, Michael & Denise Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Todd, Kendall 61 Windbeam Lane Ringwood, NJ 07456 Clerk ID: JENNIFER Total Paid: $1,00000 l Internal ID, 7373 TYPESET Wed Jan 08 10 15 11 EST 2020 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 6, 2020 PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of South- old, the following public hearings will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York on THURSDAY, FEBRUARY 6, 2020. '9:30 A.M. - ROBERT YEDID #7309 - (Ad- journed from October 10, 2019) Request for Variances from Article III, Section 280-15, Article XXIII, Section 280-124; and Building Inspector's March 22, 2019, Notice of Dis- approval based on an application to legalize an "as built" accessory swimming pool and an ..as built" accessory shed, at, 1) accessory shed located less than the code required side yard setback of 5 feet, 2) accessory shed lo- cated less than the code required rear yard setback of 5 feet, 3) "as built" construction is more than the code permitted maximum lot coverage of 20%, located, at 230 Hippodrome Drive, Southold, NY SCTM No 1000-66-2-25 9:40 A.M. - DONNA M. WEXLER, DONNA M. WEXLER REVOCABLE TRUST AND RODNEY T. QUARTY #7363 - Request for Variances from Article IV, Section 280-18 and the Building Inspec- tor's September 30, 2019 Notice of Disap- proval based on an application for a subdivi- sion of merged properties at, 1) both proposed lots will be less than the code required mini- mum lot area of 40,000 sq ft., located at 1275 West Hill Road and 1175 West Hill Road, Southold. NY SCTM#1000-70-4-22 and 1000-70-4-23 9:50 A.M. - EILEEN AND ROY SCHUMACHER #7372 - Request for Variances from Article XXIIi, Section 280-124 and the Building Inspector's October 24, 2019 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling at, 1) located less than the code required front yard setback of 35 feet (Holden Avenue); 2) located less than the code re- quired front yard setback of 35 feet (Southern Cross Road); located at 980 Southern Cross Road, Cutchogue, NY SCTM#1000-110-5- 49 10:00 A.M. PANAYIOTIS BASIOS #7364 - - Request for a Variance from Article XXII, Section 280-116A(1) and the Building In- spector's September 25, 2019 Notice of Dis- approval based on an application for a permit to construct an accessory in -ground swim- ming pool at, 1) located less than the code required 100 feet from the top of the bluff, located at 2505 Soundview Avenue, (AdJ to the Long Island Sound) Mattituck, NY SCTM#1000-94-1-12 2 10:10 A.M. SUSAN BLAZOWSKI #7365 - Request for a Waiver of Merger petition under Article 11, Section 280-10A, to unmerge land identified as SCTM No 1000-70-8-41 which has merged with SCTM No 1000-70-8-40, based on the Building Inspector's October 18, 2019 Notice of Disapproval, which states that a non -conforming lot shall merge with an adjacent conforming or non -conforming lot held in common ownership with the first lot at any time after July 1, 1983 and that non- conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements (minimum 40,000 sq ft in the R-40 Residential Zoning District), located, at 75 Clearview Avenue, Southold, NY SCTM Nos 1000-70-8-40 & 1000-70-8-41 10:20 A.M. - JUDITH EVANS #7366 - Re- quest for a Variance from Article III, Section 280-15 and the Building Inspector's Septem- ber 18, 2019 Notice of Disapproval based on an application for a permit to construct an accessory in -ground swimming pool at, 1) located in other than the code required rear yard, located at 1120 Willow Drive, Green- port, NY SCTM#1000-40-2-6 8 10:30 A.M. - BRYAN NICHOLSON AND SCOTT BOGER #7367 - Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's August 27, 2019, Amended December 6, 2019 Notice of Disapproval based on an application for a permit to construct a single family dwelling at, 1) located less than the code permitted side yard setback of 10 feet, 2) located less than the code permitted combined side yard setback of 25 feet, located at 155 Bridge Street, Green- port, NY SCTM#1000-34-3-45 10:40 A.M. - ROBERTA ALIFANO #7368 - Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's October 16, 2019 Notice of Disapproval based on an application for a permit to con- struct additions and alterations to a single family dwelling at, 1) located less than the code permitted rear yard setback of 35 feet, 2) located less than the code permitted side yard setback of 10 feet, located at 1500 Grand Avenue, Mattituck, NY. SCTM#1000-107-3- 13. 1:00 P.M. - BARBARA BECKER #7369 - Request for a Variance from Article XXII, Section 280-105C(3) and the Building In- spector's October 18, 2019 Notice of Disap- proval based on an application for a permit to construct a deer fence at, 1) more than the code required maximum four (4) feet in height when located in the front yard, located at 38015 NYS Route 25, (AdJ to the Long Is- land Sound) Orient, NY SCTM#1000-15-2- 15 8. 1:10 P.M. QJSG PROPERTIES, LLC #7371 - Request for a Variance from Article XXII, Section 280-105C(3) and the Building Inspector's October 18, 2019 Notice of Dis- approval based on an application for a permit to construct a deer fence at, I) more than the code required maximum four (4) feet in height when located in the front yard, located at 38015 NYS Route 25, (AdJ to the Long Is- land Sound) Orient, NY. SCTM#1000-15-2- 15.7 1:20 -P.M. - ERIC MEND #7370 - Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's October 7, 2019, Amended October 30, 2019 Notice of Disapproval based on an application for a permit to construct an accessory shed at, 1) more than the code permitted maximum lot coverage of 20%, located at 3690 Great Peconic Bay Blvd ,Laurel, NY SCTM#1000- 128-6-6 1:30 P.M. - KENDALL TODD 373 - e - quest for Variances from Article III, c - tion 280-124 and the Building Inspector s No- vember 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and to construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet, 2) located less than the code required rear yard setback of 35 feet, located at 670 Bayview Drive, (AdJ to Spring Pond) East Marion, NY SCTM#1000-37-5-3 1:40 P.M. - WILLIAM GORMAN #7303SE - (Adjourned from December 5, 2019) Request for a Special Exception pursu- ant to Article III, Section 280-13B(I), the applicant is requesting to convert a single family dwelling to a two-family dwelling, located, at 45805 NYS Route 25, Southold, NY SCTM No 1000-75-2-14. 1:50 P.M. - WILLIAM GORMAN #7302 - (Re -opened on December 19, 2019) Request for a Variance from Article XXIII, Section 280-124 and the Building inspector's March 18, 2019, Amended December 2, 2019 Notice of Disapproval based on an application to construct a front porch addition to an existing single family dwelling currently under con- struction (BP#42160) and to alter an existing building to an accessory storage building; at, 1) Dwelling is located less than the code re- quired minimum front yard setback of 40 feet; 2) Accessory structure is located in other than the code permitted rear yard, located, at 45805 NYS Route 25, Southold, NY SCTM No 1000-75-2-14 2:00 P.M. JOAN COOKE #7342 - (Ad- journed from December 5, 2019) Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's June 11, 2019, Notice of Disapproval based on an ap- plication for a permit to amend an existing building permit #42432Z for additions and alterations to a single family dwelling, at, 1) less than the code required front yard setback of 35 feet, located at 2205 Bay Avenue, East Marion, NY SCTM No. 1000-31-17-6, The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit writ- ten statements before the conclusion of each hearing Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing If you have questions, please contact our office at, (63 1) 765-1809, or by email kimf@ southoldtownny gov Dated- January 16, 2020 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON BY Kim E Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) PO Box 1179 Southold, NY 11971-0959 2438490 i 6002438490 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) 1 Kimberly Gersic of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s), successfully commencing on 01/16/2020 . Principal Clerk Sworn to before me this day o4A2.� RIS. NA VOLIidSKi NOTARY PUBLIC -STATE OF NEW YORK No 01V06105050 Qualified in Sulfolk County My Commission Expires Februjry 28, 2020 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Patricia Acampora Eric Dantes Robert Lehnert, Jr. Nicholas Planamento http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 LEGAL NOTICE Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, 54375 Main Road (at Youngs Avenue) Southold, NY 11971 SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 6, 2020 PUBLIC HEARING 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 11971-0959, on THURSDAY, FEBRUARY 6, 2020. 1:30 P.M. - KENDALL TODD #7373 - Request for Variances from Article XXIII, Section 280- 124 and the Building Inspector's November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and to construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet; 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond) East Marion, NY. SCTM#1000-37-5-3. 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 during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: January 16, 2020 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 I- JING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net January 3, 2020 Re: Town Code Chapter 55 -Public Notices for Thursday, February 6, 2020 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before January 21St : Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, 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. Use the current owner name and mailing address shown on the assessment rolls maintained by the Southold Town Assessors' Office. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible: AND not later than January 28th : Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later January 29th : Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before February 4, 2020. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. i+IuTIGE uF HEARlrlt� The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold: NAME: SCTM # TODD, KENDALL 1 000-37-5-3 VARIANCE: YARD SETBACKS REQUEST: DATE: #7373 DEMOLISH EXISTING DWELLING AND CONSTRUCT NEW SINGLE FAMILY DWELLING THURS., FEB. 6,2020 1 :30 PM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING 30ARD OF APPEALS -TOWN OF SOUTHOLD (631) 765-1809 V IOM0 b ni go-L"'a Fuentes, Kim V From: Kathleen Dwyer <kdwyer235@gmail.com> Sent: Monday, February 03, 2020 9:23 AM To: Fuentes, Kim Cc: Mimi Haeffner; Kathe Dwyer; Ken=zonind Subject: Kendall Todd: # 7373 Dear Zoning Board of Appeals: I received a photo of the Legal Notice dated January 16, 2020 on January 20 on the above property. It was received and signed for by my sister, Maureen Haeffner, and she sent a photo of the document to me. I am currently in the Philippines volunteering on a project for the Peace Corps. Communication, either incoming or outgoing, can be challenging due to weak WIFI. In regards to the Legal Notice, I have no issues with the house that Kendall Todd is planning to construct on his property. Kendall has been very upfront and forthright in discussing all aspects of the construction plans with me, which I very much appreciate. He is a good neighbor. However, we have not discussed parking, and I have questions about how parking will be allocated as the lot size is small and there are many cars and boats to accommodate. There is no garage planned and with 3, or possibly 4, persons living in the house full or part time there will be numerous cars to park. Additionally there are boats and boat trailers to be housed. I am concerned that I could end up living across from a parking lot. I have raised my concerns to re this issue with Kendall via email. I hope you will discuss at the upcoming meeting and come up with a positive solution for all parties. My phone contact details are below, and you have my email address. My sister, who is watching after my home while I am gone, is copied on this email. She can always get in touch with me. Thank you for the opportunity -to comment on this construction. Regards, Kathe Dwyer 01163 961 339 2944 Sent from my Whone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK Appeal No. -✓ 73 lu cWa AFFIDAVIT OF In the Matter of the Application of. MAILINGS Ill -"L -v1S v WIN tvLL (Name of Applicant/Owner) Uc 7U .c1�1�_ SCTM No. 1000- 37 (Address of Property) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( Agent residing at being duly sworn, deposes and says that: (Section, Block & Lot) 0 ,�n % is -v- 7-44Y' q -e ( JIV New York, On the `i-0— day of ca.. -1_ , 20?w, I personally mailed at the United States Post Office in mac+ -f/1gc L q-^ , 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 (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 prov rt . A, ( W -,L (Signature) Sworn to before me this 714` day of ; ck,,u-c,,(t , 20ZO (Notary Public) TAMMI S. GRATfAN NOTARY PUBLI STATE OF NEW YORK FOLLIC. #01 GR6142111 COMM. EXP. MARCH 13, 202�2- 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. 7373 KqT WL P� Z3s 2 si S l 1- 1 v v I v joi IV Lk Avz )2 Vli�"bi�(r4i_ 8",60HM J �� e*1 P'j-4--b NUKR*Ve.�j), J\tY tF)`6 6V�� I� I W� -0 NT C -c, T �: OL, V 6 -3? - 1 -.'� 3-7-5- I :F>7 -<'--z I ■ Complete items 1, 2, and 3. A. Signature ■ Print your name and address on the-reverseX `Ag, so that we can return the card to you. ,A.,�,r'c. ■ Attach this card to the back of the mailpiece, B. Redeived b (Printed 1 1 o C,--Da(Af or on -the front if space permits, a 1. Article Addressed to. D., Is delivery add fferent fro 1? Yw �d If YES, enter de ro�ry addresN ow: No 61 :'�m �r 11 'P- 0 • 4L;_)�S-r `r1 I II I IIIIII I[II I[II III IIIOI'If III III I III I II I I III 3. rvice Type 0 l 9,590 9402 4923 9032 3226 69 ❑ Adult Signature Restricted Delivery, ,,. UYCertified Mail® Registered MailTm ; ElRegistered Mad Restricted ❑ Certified Mall Restricted Delivery Delivery ❑ Return Receipt for ❑ Collect on Delivery Merchandise j �Artlrla-Num6ar fTrancfer_fmmsar,�ica_/a6aJ1 LlCollect on Delivery Restricted Delivery ❑ Signature ConfinnationTm 7 015 0640 0 0 0 4 9 2 8 0 2 2 4 6, J.;I ❑ Signature Confirmation 1 ,. I Restricted Delivery Restricted Delivery j PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK In the Matter of the Application of: AFFIDAVIT OF POSTING rel -" �1L e�V lS10i( SCTM No. 1000- - ' (Name of Applicants) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 4V151 residing at � ! E t 0 , New York, being duly sworn, depose and say that: I am the ( ) Owner or (gent for owner of the subject property On the day of , 202(), I personally placed the Town's Official Poster on subject property located at: b b—h e,,— /I - 670 a I ve, 1) J�e I div indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right -of -Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, whicylharing date was shown to be 6 t -y j , 6 > Zr%2-0 Agent Signature) Sworn to before me this -14-`�-- Day of )20-24) TAMMI S. GRATTAN �NOTARY PUBLIC STATE OF NEW YORK SUFFOLK (Notary Public) LIC. #01GR6142111 COMM. EXP. 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Article Addressed to: r)D� I� ru IIU 1 p 1w ru �117 E3 E:3 p M E3 ILri E3 r- P90M Midge {rrr1ggq'jJ����///A�t�t7r °ERUA 1.I VEi ,K 11t X117 9 y L _U C" Certified Mad Fee $3.50 C1939ni $ - - — Extra Services& Fees (check box, addLrl E] Return Receipt hardcopy) $ ❑ Return Receipt (electronic) $ �'il� _ l II l �,>�.�"`` POstmar ;�'r ❑ Certified Mail Restricted Delivery $ _t} ❑Adult Signature Required $ '� Hete t` `� �+ Op V - E] Adult Signature Restricted Delivery $ y Z* D Postage p u1 It 17�?tlii i. cp Total Postage and Fees f Sent To --� iz I I✓ �✓�' - - --- - ------ -- -- - B --- ------ ----------- ------------- ---- ----- Street an No., or Box A(o. e� 1 = --- --- - --- - ----!J - -------- ------- City, State, + _❑ ult Signature Restricted Delivery El Registered Mail Restricted 9590 9402 4923 9032 3226 38 certified Mail® Delivery ❑ Certified Mail Restricted Delivery ❑ Return Receipt for ❑ Collect on Delivery Merchandise 2 �__ �__ „ o tnhcl) ❑Collect on Delivery Restricted Delivery ❑ Signature Confirmation ❑ Signature Confirmation 7015, 0640 0004 9280 2277 festricted Delivery Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: �, L -xi �) Bt",- -)� 6 STATE OF NEW YORK COUNTY OF SUFFOLK Address: �7d /5p -j �l y3� l G ( 1 (- 14U I S Pr, -J Q , residing at being duly sworn, deposes nd says that on the �_ day of , 202 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were 'led at the United States Post Office at �� 1%, U r ' , that said No es were it o each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this 2 ( 5 4 Day of—) , , 20 a.C) TAMMI S. GRATTAN / NOTARY PUBLIC STATE OF NEW YORK SUFFOLK Notary Public LIC, #01 GR6142111 COMM. EXP. MARCH 13, 20 i :"Co. Muir )teras 1, 2, and 3. A. Signature Priname and address on the reverse qt so that we can return the card to you. X `! �✓ ■ Attach this card to the back of the mailplece,. B. leaewe or on the front if space permits. 1. Article Addressed to: Jc�� LP'• ��L��r�eYt 12 W )%A),rJ&WOLLKiLL Name) D. Is delivery address different from it; „If YES, enter delivery address beic II I IIIIII IIII III I III IIIIIIII III IIIIIIII III I III3. ❑ AdulServiceSignature Restricted Delivery r 9590 9402 4923 9032 3226,45 C tified Mail@ / I ❑ Certified Mail Restricted Delivery L ❑ Collprt nn nelivery I. 2._Articlq Ni,ml+e+_rr...-_s_-r-r- • el(very Restricted Delivery 7015 X640 '0004 '9'2850 2260. ❑ re alYRestricted Delivery � -(over $5001 PS Form 381,1,, July 2015 PSN 7530-02-000-9053 Dome ( ■ CompletiFitems 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece', or on the front if space permits. 1. Article Addressed to: EM Rad loul III 111111 IIII 1111111 IIIIIIII III IIII III II I II III . 9590 9402 4923 9032 3226 52 2. "• h-r`rrransfecfromservlceilabel). "7015-'°0640'`0004^92810 22 PS Form 3811, July 5 PSN 7530-02-000-9053 A. Signature x �� • /� �--�_ ❑ Agent f ❑ Addressee B. Received yb P rated Name) C. Date of Delibery D. is delivery' address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No el❑ 2 Priority Mml❑ OUd01!gn.2t'.rrr:-. Registered MallTM Restricted Delivery ❑ Registered Mad Restricted rtified Mal@ Delivery ❑ Certified Mail Restricted Delivery ❑ Return Receipt for ❑ Collect on Delivery Merchandise ❑ Collect on, Delivery Restricted Delivery . ❑ Signature ConfirmationTM' ❑tlnsure Mali i I, l l l i t t Signature Confirmation -53" Bstrioted Delivery Restricted Delivery Domestic Return Receipt BOARD MEMBERS Leslie Kanes Weisman, Chairperson Patricia Acampora Eric Dantes Robert Lehnert, Jr. Nicholas Planamento November 13, 2019 http://,southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Please find enclosed the following application with related documents for- review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #7373 Owner/Applicant: Todd, Kendall Action Requested: demolish an existing dwelling and construct a new single family dwelling Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) () Boundary of Existing or Proposed County, State, Federal land () Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA CLirperson By: Encls. Survey Site Plan: Paul Barylski Land Surveying, dated July 24, 2019 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Patricia Acampora Eric Dantes Robert Lehnert, Jr. Nicholas Planamento November 13, 2019 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. #7373 Todd, Kendall Dear Mark: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, 54375 Main Road (at Youngs Avenue) Southold, NY 11971 RECEB FN01V 13 2019 Sout oid Town Planning Board We have received an application to demolish an existing dwelling and construct a new single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Survey/site plan: Paul Barylski Land Surveying, dated July 24, 2019 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Patricia Acampora Eric Dantes Robert Lehnert, Jr. Nicholas Planamento February 24, 2020 Michael Chuisano P.O. Box 244 East Marion, NY 11939 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Re: ZBA Application #7373 Todd, 670 Bayview Drive, East Marion SCTM No. 1000-37-5-3 Dear Mr. Chuisano Transmitted for your records is a copy of the_Board's February 20, 2020 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please don't hesitate to contact our office. Sincer ly, t Kim E. Fuentes Board Assistant Encl. cc: Building Department 1 SURVEY OF: PROPERTY LOCATED AT EAST MARION (NOT TO SCALE) LOT No. 114 & 115 AS SHOWN ON MAP OF GAROINERS BAY ESTATES, SECTION 2 ......... FILED: SEPTEMBER 23, 1927: FILE No. 275 FEBRUARY 2, 2019 010:00 AM TOWN OF SOUTHOLD w SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-37-5-3 SILTY SAND AREA = 12,336 SF. 00 SCALE: 1"=30' = NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. SANITARY LOCATION BY OTHERS PUBLIC WATER SERVICE Tq5 RECEIVED NOV 12 2019 I Zoning Board Of Appeals LOT 116 GRAVEL DRIVEWAY. W/BELG. BLK. CURB 8' DIA 8' DEPTH LEACHING POOL 1000 GAL SEPTIC , TANK � /�Mme. 2e• 9 S 66039'00"E _//,�76.88' ti LOT 115 cD v N 3g S 1 1/2 STORY FR RES FF 16 7 26 p• 8 TRFj_IIg M � N 24. ? WOOD" TEST HOLE/ . 17.0' IP m� m F Z n m PROP. 2ND STY ADD. PROP. 2ND STY POLE e. m 247 f LOT 113 O No 00 C,.1 W C'4 CO FCk - DECK J 1'3OSE s�'A 0 O LP GI ,a7,•' co hV' RSr4lw 0 E m� TANK q, m LOT 114 TIE LINES ALONG HWM. 00 N 66049'50"W NON -TURF 64.69' BUFFER AREA N 17000'18"W N 87257'53"W 22.82' P SPRING POND SURVEYED BY: PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-6965 FAX 631-627-3166 PAULBARYLSKIaYAHOO.COM MARCH 21, 2019 7-24-2019: ADD BUFFER UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7205 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 3594-1 PILE ` S 63039'27"W 60-X 20 2 2.9 9' FLOATING DOCK TEST HOLE DATA (NOT TO SCALE) BY: ROY K. REISSIG. PE ......... ............ FEBRUARY 2, 2019 010:00 AM w 0.0'-3.5' PALE BROWN SM SILTY SAND 00 = � BROWN SAND o ~3.5'-10 D 0' AND GRAVEL SP L6 -O T w ~ .............. WATER 10.0'-15.0' WET SAND AND GRAVEL SP GRAVEL DRIVEWAY W/BELG ELK CURB LOT 116 20 3. LOT 115 b4 yTII�TA} rV T l y\ O 6O� S 66°39'00"E A�"'FNT 76 88' b � \ n 2q �• WOOD DECK N 66°49'50"W 64.69' C p'1'C R n �4STg/A, BU4kOppr NEgD N 17'00'1 8"W 28 92' N 87°57'53"W 2282 1 SPRING POND PLOT PLAN SCALE: 1"= 30-0" �r N J � O or 15 7' EXTENDED PORCH D O r N m Z m PROP 2ND STY ADD PROP 2ND STY DECK LOT 114 POLE LOT 113 VA w 0 00 V / K"144 Tq/N i NON—TURF EAST MARI❑N, NY 11939 BUFFER AREA SCTM No. 1000-37-5-3 BUILDING HEIGHT (ST❑RIES) 2 COD 25' 0N�p0 32.4' DEPTH OF REAR YARD (FEET) 34.7' PILE S 63°39'27"W SIDE YARD INTERI❑R LOT (ONE YARD WIDTH) 22.99 6 D x 20 36' FLOATING 12,236 SF (0.28 ACRES) DOCK 120.96' PILE 76.88' RECEIVED 7-37-3 NOV 212019 Zoning Board Of Appeals TODD RESIDENCE V 670 BAYVIEW AVENUE EAST MARI❑N, NY 11939 SCTM No. 1000-37-5-3 BUILDING HEIGHT (ST❑RIES) 2 BUILDING HEIGHT(FEET) 25' DEPTH OF FRONT YARD (FEET) 32.4' DEPTH OF REAR YARD (FEET) 34.7' SIDE YARDS (NUMBER) 2 SIDE YARD INTERI❑R LOT (ONE YARD WIDTH) 15.7' SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS) 36' LOT GROSS AREA 12,236 SF (0.28 ACRES) LOT DEPTH (FEET) 120.96' LOT WIDTH (FEET) 76.88' PERCENT OF LOT COVERED BY BUILDING 14.21% THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEV YORK STATE EDUCATION LAW. SEAL: PSE OF NE1vSc 0Y G m 'f W cS1 FSSIONP� V z O a W a CID z CA r- t-- w�"' 0 A w �'� �►tiC waw A� �Z � O O�� 0 � W 1_4 u oWW � A A i �--� O O C5 .-- z z U 3 A a A I �rII 1 ror`va, vgau r,e ' 0 I�,I ^cfa S 66' )9 OU E Th E18' -- _ 241 Of u,l n.• / M 'rl ; I � i LOT 115 (7 N� l� �,°Pr'nrorc r �E1111111 oRr_R LOT 113 670 BAYVIEW AVENUE v, EAST MARION, NY 11939 � W SCTM No 1000-37-5-3 _ a ,Do fG t,l PROP J N o 1 UEC, p DEPTH OF REAR YARD (FEET) m LOT 114 2 �`t '• ,�1ir1 ��FI IF FEE, AFEA N I , III) 1 'IA! - ��` ✓ ')u i n 1�E1 7„w a<„TSN• G _' i1 j' •� ory STRING PON1) naE PLOT PLAN Smi'l.; _I = 10-0 RECEIVED 7-375 FEB 12 2020 Zoning Board Of Appeals TODD RESIDENCE z 670 BAYVIEW AVENUE EAST MARION, NY 11939 � W SCTM No 1000-37-5-3 _ a BUILDING HEIGHT (STORIES) 2 BUILDING HEIGHT(FEET) 25' DEPTH OF FRONT YARD (FEET) 32.4' DEPTH OF REAR YARD (FEET) 35.0' SIDE YARDS (NUMBER) 2 SIDE YARD INTERIOR LOT (ONE YARD WIDTH) 15.7' SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS) 36' LOT GROSS AREA 12,236 SF (0.28 ACRES) LOT DEPTH (FEET)12096' oeW LOT WIDTH (FEET) 76.88' PERCENT OF LOT COVERED BY BUILDING 1421% CA CIP SEAL ��pFNEw� c� vv FA6CAr�e 0,P,� Is, 'zv W z U O � W a z�� N W z W r rrW �x ° a W w?¢ LLI `�lOoW� oeW l - CD 0 _ _ .--i o O O THrcr PLYNS ARr AN IN1 R11\1LNTO1 ILRVHL AND ARE TIT PROPTITT N t•”" c O '-' z Ot TIIF tNO1NhtR 11 T1 RATION 011 ADDI TON z U Ei TOTHr_Sr PLANSIIA VIOLATIONOI 1[('1101, W W 3 R90F TIIi. \I N'YORI. 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C301 `$ , r ' 'I OorMUm--Sq1-- IMreNOkWtlUn° --H NOTICE mom, COUNTY OFSUFFOLK OC_ i ---- �� MRE THE FOLLOWNOOSTRIO,S rz FYo Ovule Wn — — F — — Mm omM um — — R — — SO,OOL 5 UEIi O �� w RuublO'm�uv � MAINTENMNOE ALTERATION SILLEOR N^ Real Property Tax Service Agent OFANY PORTION OF THE a® „�,. µynolmk+ue �✓�_, Mmuur�v Oaunu�r �_ SUFFOLKOOUNTY TMX IMPIS PROHIBREO eeTT wtBOT ,,,-..--•-- .__., .-.: .-..=,fir--:.-i.^-.^_ �,,.,...c _-<. -_._,. %-, .. _..:r«,-.. - - ---- - - — rTT -- uner ceO�Rtl.N --�,..��.,-_.,.: ., P„m,,,w:, �: ^..._.-_.,�,s_r'�..:�—`�.;�.�_�:.::....�,�,.-�•<.z.,=_>:.->....»:'- -...��.�..ew-�... ... _:.--`•_;.� nwit;io;�`ve;:�rFi�rEnM �sS,aHOF,..je�.'-. ;;... .-:.m'�� r.'-"a'-�:.:-�_-�..°a...-_ .: e•�.°o.'•--: �_>_ mom-