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HomeMy WebLinkAbout46550-Z 0 IR), '11 19 0 L N"( � �� �° � 4� !gy F�!�� m . . wT'HE -.. WORK �p _.. ,._ .���. _,....__.. .,.�.... __w..�.M.... �_„j..4,.1. 20 m7 ,G v� AL,ri�.RATKYIN3,2 1 2M CO 1,JEW DWELLING $50.00 Total, $3,26100 _ .._ ('OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECK-LIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN14ALL Board of Health ✓ sournOLD,NY 11971 TEL: (631)765-1802 4 sets of Building Plans_ ✓l,/ FAX: (631)765-9502 Planning Board approval Survey- Souttjoldtownny.gov PERMIT NO. Check N.Y.S.D1-Tl ustees C-0.Application. Ex 01n ioC 0 Flood Permit -—---- Single& Truss Identification Form Storm-Water Assessment Form v Approved _ 20 Contact,r�i(AvttiQ Disapprovcd'ale._ Expiration 0 2 ........... Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date-,,,- 20_ be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of'phtns,accuraie plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. C.'Fhe work covered by fit is application may not be cornitienced before issuance of'Building Permit, d.Upon approval of this application,the Building Inspector will issule a Building Peralit to the applicant.Such a permit shall be kept on the prenusesavailable for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy, f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of' issuance or has not been completed within 18 months from Such date,Ifno zoning aniendinetils or other regulations affecting the property have been enacted in the interim,file Building Inspector may authorize,in writing,the extension OCIhe pearnit I'or an addition six months.'Fliereafter,a new permit shall be required. APPLJCAfI0N IS I JEREBY MADE to the Building Department for the issuance of a Building Permit pLjrsuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sit,lain ne�ann applicant an or name,if a corporation) .a­o 18 12 L3 —�qkj_.Nj klv:;- .-7.-4—.4_.. V_-� _ - (Marling address of applicant)l-__ State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Ca. Name of owner of prernises _-5tt-i Q Via,pi t SIrJCa/ (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License NO. Electricians License No. --------------- . ...... Other Trade's License NO. 1. Location of land on which proposed work will be done: z �1 Z�& 0 F-I eJ1J T�(4 A2�pAD House Number Street Hamlet County'Fax Map No. 1000 Section po Block Is- Lot R)........... ........ C-) Subdivisican Filed Map . ......­ Lot-, 2. State existing use and occupancy of premises and intended use and occupancy yf proposed construction: a. Existing use and occupancy! _ VACA W -r b. Intended use and occupane I—1 A P-4 3. Nature of work(cheek which applie,ble):New Building­X Addition Alteration Repair-.---Removal— Demolition Other Work ---_...._._ Description) 4. Estimated Cost. I '�Lc—)Ot C)­ Fee 5. If dwelling,number of dwelling uni� Number of dwellin (To be paid on filing this application) g units on each floor If garage, number of cars ......... 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,I t any:Front Dear'­ Height----Nur fiber of StCries Dimensions of same structure wi,�h alterations or additions: Front Rear Depth.....—He�ght Number of—Stories 8. Dimensions of entire new construction: Front —Rear Depth Height -1 <) IN Umber of Stories- -s- 9. Size of lot: Front Rear 2---,1 Depth 10.Date of Purchase r,- 0 t 2 0( Name of Former Owner_VvIL� a- C:,-A 11.Zone or use district in which preinis s are situated CD 12.Does proposed construction violate ny zoning law,ordinance or regulation?YES NO X 13,Will lot be re-graded?YES_ N' —X-Will excess fill be removed from premises?YES_NO X EISAWAC-11L— I PLAZ4 !9,-r. L-i --p 14.Names of Owner of p I ddress % i renuses .Siv 11At-AS-IW44MA t-4 j -4)4sPo I 4±�p1jone No.C'31 Name of Architect 5tt-i%w e%sSj a ga� Address—I —Phone No Name of Contractor Adclrt . ..... Phone No.--' 15 a.Is this property within 100 feet of tidal wetland or a freshwater wetldnd?*YES NO X. IF YES,SOUTHOLD TOWN TRU, TEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of tidal wetland?*YES NO IF YES,D.E.C.PERMITS MAY B E REQUIRED. 16.Provide survey,to scale,with accurt to foundation plan and distances to!property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrict ons with respect to this property?*YES—NO_X_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY -1 being duly swom,deposes and says that(s)he is the applicant (Name of individual signing r'aot) .bove named, (S)He is the ­ ) , -r­ ­ (Contractoi�,Agent,Corporate Officer,etc.) - i of said owner or owners,and is duly author to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to beforeme this 'ior day of 2(�,Zg_ " _E...m ..�. . C N I�1,b I Ti�, — R—K 9 f A -L-TRACEY L.DWYER-­­ otary Public NOTARY PUBLIC,STATE OF NEW YORK S1 nature o ppl, NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY =OMISSION EXPIRES JUNE I r Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATIONOF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION I: at : 10 A-V C 2_ Owner: �1Mr0 SVN�4 S(VUaSIN.4�til Location of Property: 2,441 CAP Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): w w Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): .._ ) S{ Capacity(check applicable line): xOwner Owner representative TrussRegl5.docx Effective 1/1/2015 i' _ 1 tt aft wn LYNCH EISINGER DESfGN 't l t i-,L r - Lev' ARCHtTEGYS FG ' mm tlQ t L`� ��� lJ Fce AcnswO C ,. FceF N., � �\ O \,V � -�ml * ------------- lip oal Q D c :,d: z 00 e l t MAIN ROAD ` r AND EMMwaTEH MANAGEMENT MANkGEMEA'T PLAN A010.00 1 ARCHITECT: SCOPE OF WORK ABBREVIATIONS NOTES DRAWING LIST SYMBOLS 1.CONSTRUCTION OF 2-STORY+BASEMENT FRAME HOUSE WITH ATTACHED GARAGE GENERAL NOTES CONSTRUCTION AND WINDOW NOTES DWG TITLE 2.ALL RELATED SITE, HVAC, PLUMBING,AND ELECTRICAL WORK Align ALIG ADJ. Adjustable 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF ARCHITECTURAL `E'Sid A.F.F. Above Finish Floor OF: LOCAL GOVERNING CODES, NYS. DEPT,OF LABOR, INDUSTRIAL LABOR 2020 RESIDENTIAL CODE OF NEW YORK STATE CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU Center Line CE A.F.S. Above Finish Slab NYS ENERGY CONSERVATION CONSTRUCTION CODE AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. A001 TITLE SHEET AND PROJECT INFORMATION /p/ / ALUM. Aluminum NYS FIRE CODE A002 RES CHECK 7{ /` 7/ �/ (,••) APPD. Approved NYS PLUMBING CODE 2.ALL STRAPPING AND CONNECTION DETAILS SHALL BE AS PER 2020 NYS A003 RES CHECK Diameter 0 LYNCH EISINGER DESIGN e O NYS MECHANICAL ODE RES CODE. NO A/V Audio Visual NYS FUEL GA OD A010 SITE PLAN AND STORMWATER MANAGEMENT PLAN 3/4" ARCHITECTS PC MP�N�O D ( � C < Angle APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS 3. SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFP72 All00 CELLAR PLAN Dimension to t- t 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 J % 0 t 0 'ol 0 OO TOWN OF SOUTHOLD REGULATIONS AND 2020 NYS RES CODE R314.1 or from a surface studio@LED-NYC.com www.LED-NYC.com 'C30 i 0 0 @ At A101 GROUND FLOOR PLAN 0 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY.ALL 4. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE J O O O o / � 'A o & And DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE IMPACT TESTING AND 130 MPH 3 SEC.GUSTS OR SHALL BE PROTECTED A102 SECOND FLOOR PLAN A O O « 0 9� BBRDS. Baseboards DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE WITH PLYWOOD PANELS PER R301.2.1.2 OF THE NYS RES CODE. A103 ATTIC PLAN Drawing# 0000 LEGEND / ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISREPANCIES IN O� 0 BLDG. Building THE DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE 5. SAFETY GLAZING MUST COMPLY WITH R308 OF 2020 NYS RES CODE. A104 ROOF PLAN EXISTING CONSTRUCTION O BLK. Block ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS A201 ELEVATIONS C� NEW CONSTRUCTION O o O 0 ( Ole o B.O. Bottom Of, By Owner PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE 6. INTERIOR WINDOWSILL STOOLS AND APRONS SHALL HAVE CLOSED A202 ELEVATIONS Level, Elevation CO f ` ARCHITECT/ENGINEER. NO WORK SHALL PROCEED UNTIL SUCH END CAPS, SAME GAUGE AS STOOLS. 0 O / �� BOT. Bottom DISREPANCY HAS BEEN RECTIFIED. A301 SECTIONS o CAB. Cabinet,Cabinetry A302 DETAILS Room# 000 00 •` `�r-IJ 3.THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ARE CALCULATED CL. Centerline EITHER NOT SHOWN OR NOT CONSIDERED RELIABLE ON OLDER S100 FOUNDATION PLAN C' O O �` DRAWINGS FURNISHED TO THE ARCHITECT,OR NOT MEASURABLE DUE PER 2020 NYS RES CODE TABLE R301.5: CLG. Ceiling S101 GROUND FLOOR FRAMING LAYOUT Wall type ` T O ` ` o \ TO ABSENCE OF DRAWINGS,OR INACCESSIBLE TO VERIFY IN THE FIELD USE LIVE LOAD UNINHABITABLE ATTICS WITHOUT STORAGE: 10PSF C.O. Clear Opening PRIOR TO PREPARING THE DRAWINGS. S102 SECOND FLOOR FRAMING LAYOUT CONC. Concrete UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20PSF S103 ATTIC FRAMING LAYOUT Ex'g Const.to remain 4.ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS: 30PSF COND. Condition WHETHER STATED OR NOT. BALCONIES(EXT)AND DECKS: 40PSF S104 ROOF FRAMING LAYOUT s COND'S Conditions FIRE ESCAPES: 40PSF New Construction C� 0 0 0 / 5.COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE GUARDS AND HANDRAILS: 20OPSF 0000 CONST. Construction MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE GUARD IN-FILL COMPONENTS: 50PSF _ CONT. Continuous WORK/PROJECT. PASSENGER VEHICLE GARAGES: 50PSF / ROOMS OTHER THAN SLEEPING ROOMS: Ex'g Const.to be removed ---�-----_ ` COOK. Coordinate 6.THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR 40PSF E DIM. Dimension EXPOSED SURFACES DUE TO CONTRACT WORK.ALL NEWLY INSTALLED, SLEEPING ROOMS: 30PSF trj Gas shut off valve PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT STAIRS: 40PSF VV EA. Each THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. 0 � � EQ Equal GEOGRAPHIC AND CLIMATIC CRITERIA: Smoke/CO detector SC (D EX'G. Existing 7. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE FOLLOWING CONDITIONS: WIND SPEED: 130 MPH WIND SEED � F.F. Finish Floor GROUND SNOW: 20 PSF Millwork# Sawa) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR 0 FLD. Field DAMAGED IN ORDER TO PERFORM THE CONTRACT WORK. SEISMIC CATEGORY: B b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE WEATHERING: SEVERE FIN. Finish MANNER. TERMITES: MODERATE-HEAVY Fixtures/Appliance# a F. RTD. Fire Rated ZONING F.O. Face Of 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY o BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST Door# 1 ZONE: R-80 FP Fire Proof DAMAGE, BREAKAGE,COLLAPSE,DISTORTIONS AND OFF ALIGNMENTS LOT AREA: 161,918 sf (80,000 sf REQ.) FIXT. Fixture ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. LOT WIDTH: 223.83' (175' REQ.) Window# O LOT DEPTH: 23.13' (250' REQ.) FLUOR. Fluorescent 9.DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND G.C. ,GC General Contractor ACCEPTABLE CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR ARCHITECT SHALL BE Lighting Circuit BUILDING AREA: GRD. Grade INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR HOUSE: 3595 sf GWB Gypsum Wall Board INDICATED. PORCH AND DECK: 950 sf HC Handicapped 10.WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE GARAGE: 455 sf INDICATED ON DRAWINGS,IT SHALL BE CONSTRUCTED TO MEAN THE TOTAL: 5000 sf HRDWD. Hardwood ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH COVERAGE: 3715 sf(2.29%) HT. Height ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT HEIGHT IN FEET: 28'-8 3/4" L.O. Line Of FOR APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, HEIGHT IN STORY: 2.5 LTG. Lighting 11.FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE LIVABLE FLOOR AREA: 2826 sf LOCA. Location RATED CONSTRUCTION AS PER SPECIFICATIONS. FLOOD ZONE: N/A MANUR Manufacturer 12.SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING MDF Medium Density Fiberboard ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE. CODE COMPLIANCE M.G. Marine Grade 13.PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, USE AND OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENCE MIN. Minimum NIGHT LIGHTING, ETC.,AS REQUIRED BY THE REGULATING AGENCIES TO HEIGHT AND FIRE AREA: HEIGHT 2E3'-8 3/4", FIRE AREA N/A MAX. Maximum PROVIDE ADEQUATE PROTECTION. V V V TYPE OF CONSTRUCTION: VA 14.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND f f f STRUCTURAL DESIGN CRITERIA: ENGINEERED N.I.C. Not In Contract ACCUMULATED REFUSE,AND SHALL HAVE SOLE RESPONSIBILITY FOR I1"WASTE STACK VENTED 4"WASTE STACK VENTED _I 4"WASTE STACK VENTED _I FRAMING ELEMENTS: SEE FRAMING DRAWNGS NTS Not To Scale PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED I THROUGH ROOF THROUGH ROOF �j THROUGH ROOF I ROOF DESIGN LOAD CALCULATIONS: SEE STRUCTURAL DRAWINGS PARTIES.SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH ----I_------------------------------'------------------f---------------------I---- GLAZING PROTECTION: REQ'D(WIND SPEED 130 MILE ZONE;0.6 MILE(<1 MILE)TO O.C. On Center WORKING DAY I COAST LINE)PROVIDE HURRICANE RESISTANT RATED WINDOWS AND/OR PROTECTION PANELS OPP. Opposite I LOAD PATHS FROM ROOF TO FOUNDATION: SEE STRUCTURAL DRAWINGS 1 15.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED FRAMING DETAILS: SEE FRAMING DRAWINGS PLY'D Plywood ACCESS FROM ALL SPACES AND ADJACENT SPACES THE EXTERIOR OF I _ I MEANS OF EGRESS: SEE FLOOR PLAN PT. Paint THE BUILDING AT ALL TIMES. I-�-2 _'V- T ---T----T----I r----r---- -----T-2 -V- 4 PLUMBING AND RISER DIAGRAM: SEE PLUMBING DRAWING I I I I NEW I I NEW ( I I I SMOKE DETECTORS: SEE REFLECTED CEILING PLAN PTD. Painted INSPECTIONS I I I I FUNNEL I I FUNNEL I ENERGY CALCULATIONS: SEE RESCHECK CERTIFICATE REF. Reference ( 2"V I 2"V I 2"V I DRAIN FORI (DRAIN FOR 12"V 12"V 12"V I I HEALTH DEPARTMENT: PERMIT COPY ATTACHED I AC AC I CODE: 2020 RESIDENTIAL CODE OF NEW YORK STATE REQ. Required CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE NEW I NEW I NEW I I I I NEW I NEW I NEW I I DOCUMENTS, CLIENT AND THE SOUTHOLD BUILDING DEPARTMENT I SHOWER I LAVATORYI TOILET I CONDENS-I ICONDENS-I TOILET (LAVATORY I BATHTUB I REQ'S. Requirements I - I I I I -- I ATE '4ATE I ( F E 9 1 �C21 SITE SAFETY AND PROTECTION NOTES i I I L t1. SA SupplyAir 3/4" 3/4" 2ND FL NORTH SC Signal Conduit 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITESAFEY -- - I- ---- -- ------ - ---- -------- - ---------------------ISSUES, MEETING ALL JURISDICTIONAL AND OSHA REQUIREMENTS. 2'SIM. Similar 2"S 2"S 4"S 2"S 2"S I I LOCATION MAP SPEC. Specification 2. SITE SAFETY PROTECTIONS SHALL INCLUDE,BUT SHALL NOT BE I " I S.S. Stainless Steel LIMITED TO, EGRESS,SCAFFOLDING, FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION / STL. Steel BETWEEN THE EXISTING USE,GENERAL PUBLIC AND EXPOSURE TO THE I I CONSTRUCTION PROCESS. I STRUCT. Structural I'•-2"V-T----T----T----1 I r---- 2'V--►I PROJECT SITE SUSP. Suspended BUILDING DEPARTMENT NOTES I I I I NEW I I I NEW I I I TH. Thick I I I I FUNNEL I I I FUNNEL I I I 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE I 2"V I 2"V I 2"V I DRAIN FORI ( IDRAIN FORI I 1 T&B Top And Bottom APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, STATUTES, I NEW I NEW I NEW I AC I I I AC I NEW I NEW I ORDINANCES,CODES, RULES, REGULATIONS,AND LAWFUL ORDERS OF I SHOWER I LAVATORY) TOILET I CONDENS-I I I CONDENS-I SINK I DISHWASHER( T.B.D. To Be Determined PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION I I I I ATE I I ( ATE I I 1 T.O. Top Of OF THE WORK. I I I LJ I I r THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND 1 1/2" 12" ;� �• T.O.F.F. Top Of Finish Floor I I 3/4" I 3/4" 1 I 1ST FL ARCH ITECT/ENG IN EER OF ANY PORTIONS OF THE WORK IN THE -- - I----- -- ------ -----------------------}- -- ---- r T.O.S. Top Of Slab CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. I I -F'2" 1 FILING SET R2 14 JAN 2021 .l. �, j ■fl TYP. Typical 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION I n2S 2"S 4"S i 2"S "S i FILING SET R1 20 OCT 2020 �t U.S. Under Side AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: I PRE-FILING SET 10 MAR 2020 80 a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD TOWN r-2"V- U.C. Under Cabinet BUILDING DEPARTMENT. I I it I REV# DESCRIPTION DATE VIER. Verify b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE II $� VERT. Vertical PRESCRIBED TEST METHODS BY THE REGULATING AGENCIES. I I NEW I I VIF Verify In Field 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE I WASHER I I MAIN ROAD I I WD. Wood RATING SHALL COMPLY WITH ONE OF THE FOLLOWINGS: I I I I 24120 MAIN ROAD, a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR W.P. Waterproof b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM Ell 19, I 1 I I ORIENT, NY 11957 ° STANDARD METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION AND I I I I BASEMENT R-400 MATERIALS AND ACCEPTED BY THE SOUTHOLD TOWN BUILDING I 2" I I DEPARTMENT (OR) i 2"s " TITLE SHEET c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE I WASTE STACK I WASTE STACK OF THE CODE. r,VENT STACK VENT STACK-►� AND PROJECT INFO I I 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 4"WASTE V V 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS GRAY SEPTIC TANK REQUIRED IN ACCORDANCE WITH THE BUILDING CODE. 4"WASTE BLACK SEPTIC THANK ARC SCALE: AS NOTED 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A ;��E y/� DATE: 7 MARCH 2O20 FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, �'� EIStNC,F F� JOB#: 1900 SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 1 PLUMBING RISER DIAGRAM DWG#: R302.9 NYS 2020 RESIDENTIAL CODE. A001 N.T.S. cc C(/ 8.ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10 OF THE NYS 2020 RESIDENTIAL CODE. A001 ,00 9.THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR SCAFFOLDING,ANY OTHER CONSTRUCTION '9IF PAGE: X OF X EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO ENSURE SAFETY OF OPERATION. DOB BSCAN: 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: Generated b REScheck-Web Software REScheck Software Version : REScheck-Web Section y # Foundation Inspection Complies? Comments/Assumptions & Req.ID Compliance Certificate Inspection Checklist 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. ' [FO11]2 protect exposed exterior insulation !❑Does Not r and extends a minimum of in. below : ! LYNCH EISINGER DESIGN Energy Code: 2018 IECC and ❑Not Observable grade. Requirements: 100.0% were addressed directly in the REScheck software ;❑Not Applicable : ARCHITECTS PC 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. Project Main Road Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each [FO12]2 installed. ❑Does Not : 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception studio@LED-NYC.com www.LED-NYC.com is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. h; ;❑Not Observable Energy Code: 2018 IECC I❑Not Applicable ! Location: Suffolk County, New York Section s Verified Field Verified Additional Comments/Assumptions: LEGEND Plan Construction Type: Single-family # Pre-Inspection/Plan Review Value Value Complies., Comments/Assumptions Project Type: New Construction & Req.ID Conditioned Floor Area: 3 595 ft2 103.1, 1 Construction drawings and ❑Complies I Requirement will be met. EXISTING CONSTRUCTION 103.2 ;documentation demonstrate ❑Does Not Glazing Area 32% [PR1]1 !energy code compliance for the Climate Zone: 4 (5999 HDD) a building envelope.Thermal : ❑Not Observable NEW CONSTRUCTION Permit Date: !envelope represented on [Not Applicable construction documents. Permit Number: 103.1, ;Construction drawings and ❑Complies I Requirement will be met. 103.2, ;documentation demonstrate i ❑Does Not Construction Site: Owner/Agent: Designer/Contractor: 403.7 energy code compliance for ❑Not Observable [PR3]1 !lighting and mechanical systems. j y ;Systems serving multiple ❑Not Applicable 1 ;dwelling units must demonstrate !compliance with the IECC I : !Commercial Provisions. ! -�atal, lkMd,tt 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies Requirement will be met. Compliance: 20.8%Better Than Code Maximum UA: 678 Your UA: 537 Maximum SHGC: 0.40 Your SHGC: 0.35 403.7 'sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not ! The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. [PR2]2 On IOddS CalCUlated per ACCA i j : P energy Manual J or other methods Cooling: Cooling: :[:]Not Observable It DOES NOT provide an estimate o1`ener use or cost relative to a minimum-code home. � � � I approved by the code official. Btu/hr Btu/hr :❑Not Applicable 1 Envelope Assemblies ' y Additional Comments/Assumptions: v, Ceiling: Flat Ceiling or Scissor Truss 2,097 27.0 10.0 0.028 59 Wall:Wood Frame, 16"o.c. 3,674 16.5 10.0 0.038 95 Window:Wood Frame 1,177 0.280 330 SHGC: 0.35 Floor:All-Wood Joist/Truss 2,035 27.0 10.0 0.026 53 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 2018 IECC requirements in REScheck Version : RESche.ck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Main Road Report date: 11/06/20 Project Title: Main Road Report date: 11/06/20 Project Title: Main Road Report date: 11/06/20 Data filename: Pagel of 9 Data filename: Page 2 of 9 Data filename: Page 3 of 9 Section Section Plans Verified Field Verified Additional Comments/Assumptions: Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- 10Complies ;See the Envelope assemblies 303.1 'All installed insulation is labeled ; ❑Complies Requirement will be met. 402.3.1, average). : : :❑Does Not table for values. [IN13]2 or the installed R-values : ❑Does Not 402.3.3, : ! : provided. 402.5 ! ; ;❑Not Observable ; ❑Not Observable [FR2]1 ! ❑Not Applicable I ❑Not Applicable I 191 402.1.1, 1 Floor insulation R-value. ! R- R- ❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood i❑Does Not table for values. 303.1.3 ;U-factors of fenestration products; ❑Complies ;Requirement will be met. [IN1]1 : [FR4]1 ;are determined' in accordance i ❑Does Not Steel ❑ Steel ;❑Not Observable !with the NFRC lest procedure or 1 : : ! ! !❑Not Applicable 1 ❑Not Observable taken from the default table. _ ❑Not Applicable I 402.1.1, :Wall insulation R-value. If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.4.1.1 ;Air barrier and thermal barrier ; A❑Complies Requirement will be met. 402.2.5, !mass wall with at least 1/2 of the : Wood ! Wood 1❑Does Not ;table for values. [FR23]1 installed per manufacturer's ❑Does Not 1 402.2.6 :wall insulation on the wall ' ' instructions. : [IN3] exterior,the exterior insulation ;❑ Mass ❑ Mass ❑Not Observable NORTH � []Not Observable 1 +i, ;requirement applies(FR10). PP ❑Not Applicable Steel ❑ Steel '❑Not Applicable 1 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ; ❑Does Not : 303.2 Wall insulation is installed per ❑Complies !Requirement will be met. 1 , IAAMA/WDMA/CSA 101/I.S.2/A440: ❑Not Observable ! [IN4]1 ;manufacturer's instructions. ❑ !or has infiltration rates per NFRC I ❑400 that do not:exceed code ❑Not Applicable 1 Does Not Not Observable limits. ❑Not Applicable : 402.4.5 IC-rated recessed lighting fixtures,: ❑Complies ;Exception: Requirement is [FR16]2 sealed at housinglinterior finish []Does Not :not applicable. Additional Comments/Assumptions: and labeled to indicate :52.0 cfm : ;leakage at 75 Fla. j ❑Not Observable 1 ❑Not Applicable : 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not : :>= 3 inches in diameter and >= ! R-6 where < 3 inches.Supply and ❑Not Observable ;return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. ! FILING SET R2 14 JAN 2021 403.3.2 ;Ducts, air handlers and filter ; ❑Complies Requirement will be met. FILING SET R1 20 OCT 2020 [F1113]1 !boxes are sealed with ; ❑Does Not ! !joints/seams compliant with i : PRE-FILING SET 10 MAR 2020 llnternational Mechanical Code or ❑Not Observable International Residential Code,as; ❑Not Applicable applicable. REV# DESCRIPTION DATE : `, _ : 403.3.5 Building cavities are not used as ; ❑Complies ;Requirement will be met. MAIN ROAD [FR15]3 'ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable : 24120 MAIN ROAD, 403.4 HVAC piping conveying fluids I R. 1 R- [ Complies ;Requirement will be met. ORIENT, NY 11957 [FR17]2 "above 105 QF or chilled fluids : I 13Does Not below 55 QF are insulated to>_R- : I ![]Not Observable 3. ! : ❑Not Applicable 1 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. RES CHECK [FR24]1 1 piping. ❑Does Not : ❑Not Observable j : ❑Not Applicable : 403.5.3 Hot water pipes are insulated to R. R- ;❑Complies ;Requirement will be met. [FR18]2 �R-3. : : 1❑Does Not : ! :❑Not Observable /�---A SCALE: AS NOTED ! :❑Not Applicable ! ED Rt✓y/T DATE: 7 MARCH 2020 [03.6 Auto FRI nsta le tic r gl ravity outdoor aampers ir are ❑❑Complies Requirement will be met. \g'� ON F-ISlivo F� JOB#: 1900 intakes and exhausts. Does Not [:]Not Observable ��� 9 DWG#: ❑Not Applicable 1 EHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) A002.00 9 P P 9 P P P 9 P P P Project Title: Main Road Report date: 11/06/20 Project Title: Main Road Report date: 11/06/20 Project Title: Main Road Report date: 11/06/20 Data filename: Page 4 of 9 Data filename: Page 5 of 9 Data filename: Page 6 of 9 TF 0 T4 PAGE: X OF X DOB BSCAN: 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: Section Section Section Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified al ue Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID I ID 402.1.1, 1 Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 403.6.1 ;All mechanical ventilation system ; ❑Complies ;Requirement will be met. 303.3 Manufacturer manuals for ; ❑Complies ;Requirement will be met. 402.2.1, i ❑ Wood ❑ Wood !❑Does Not ;table for values. [F125]2 fans not part of tested and listed ; ❑Does Not [FI18]3 mechanical and water heating I ❑Does Not 402.2.2, I HVAC equipment meet efficacy i systems have been provided. 402.2.E I❑ Steel i❑ Steel ![]Not Observable p and air flow limits per Table 4 []Not Observable � ❑Not Observable , [FI1]1 ` ❑Not Applicable R403.6.L ❑Not Applicable f ❑Not Applicable LYNCH EISINGER DESIGN l 403.2 ;Hot water boilers supplying heat ; ❑Complies ;Requirement will be met. Additional Comments/Assumptions: ARCHITECTS PC 303.1.1.1,1 Ceiling insulation installed per ; ❑Complies ;Requirement will be met. [FI26]2 through one or two-pipe heating ; ❑Does Not 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 303.2 manufacturer's instructions. ❑Does Not i systems have outdoor setback i ❑Not Observable studio@LED-NYC.com www.LED-NYC.com , ;control to lower boiler water I [FI2]1 insulation marked eve i!Blown Blo ❑Not Observable temperature based on outdoor Blo ry i ❑Not Applicable ❑Not Applicable 1 temperature. 402.2.3 ;Vented attics with air permeable ❑Complies Requirement will be met. 403.5.1.1 ;Heated water circulation systems i ❑Complies ;Requirement will be met. LEGEND [F122]2 'insulation include baffle adjacent ; ❑Does Not 1 [FI28]2 have a circulation pump.The ; ❑Does Not to soffit and eave vents that 1 system return pipe is a dedicated l extends over insulation. ❑Not Observable return pipe or a cold water supply, []Not Observable 1 ❑Not Applicable I pipe.Gravity and thermos- NEW❑Not Applicable EXISTING CONSTRUCTION 402.2.4 Attic access hatch and door R- syphon circulation systems are ; NEW CONSTRUCTION R- ❑Complies Requirement will be met. :not present. Controls for i 1 [FI311 !insulation >_R-value of the I �❑Does Not a circulating hot water system ! adjcent assembly.> > !❑Not Observable pumps start the pump with signal 1❑Not Applicable for hot water demand within the occupancy. Controls 1 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50 = ;❑Complies Requirement will be met. automatically turn off the pump 4 [FI17]1 1 ach in Climate Zones 1-2, and I❑Does Not when water is in circulation loop ! <=3 ach in Climate Zones 3-8. is at set- oint tem erature and ❑Not Observable P p I 1❑Not Applicable 1 no demand for hot water exists. _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air 403.521.2 :Electric heat trace systems F ❑Complies Exception: Requirement is [FI27]1 :'determine air leakage with ft2 ft2 :❑Does Not [FI29] comply with IEEE 515.1 or UL ❑Does Not :not applicable. :handlers are located within 515.Controls automatically ! either: Rough-in test:Total conditioned space. ❑Not Observable ;leakage measured with a ❑Not Observable adjust the energy input to the pressure differential of 0.1 inch ❑Not Applicable 1 heat tracing to maintain the j ❑Not Applicable I w.g. across the system including , desired water temperature in the Ithe manufacturer's air handler I ; piping. enclosure if installed at time of 1 1 403.5.2 Demand recirculation water ❑Complies 1 Requirement will be met. !test.Postconstruction test:Total [F130]2 systems have controls that f ❑Does Not leakage measured with a ; manage operation of the pump pressure differential of 0.1 inch ! and limit the temperature of the ❑Not Observable ! w.g.across the entire system I I ! water entering the cold water j ❑Not Applicable I , !including the manufacturer's air j j piping to<= 1044F. handler enclosure. 403.5.4 Drain water heat recovery units ; ❑Complies ;Exception: Requirement is 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not :not applicable. [FI411 cfm/100 ft2 across the system or 1 ft2 1 ft2 :❑Does Not I not applicable. B55.1. Potable water-side ❑Not Observable 1<=3 cfm/100 f:2 without air I 1 1 I pressure loss of drain water heat ! ❑Not Observable recovery units < 3 psi for ❑Not Applicable handler @ 25 Pa. For rough-in rY p !tests,verification may need to ❑Not Applicable I individual units connected to one I occur during Framing Inspection. or two showers. Potable water- 403.3.2.1 ;Air handler leakacle designated ❑Complies Requirement will be met. side pressure loss of drain water j g heat recovery units< 2 psi for [FI24]1 !by manufacturer at<=2%of ❑Does Not individual units connected to i design air flow. � � ❑Not Observable three or more showers. ❑Not Applicable j 404.1 ;90%or more of permanent ! ❑Complies 1 Requirement will be met. 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI611 Mixtures have high efficacy lamps. ❑Does Not [FI9]2 installed for control of primary ❑Does Not 1 ❑Not Observable ` heating and cooling systems and I ❑Not Observable ❑Not Applicable 1 initially set by manufacturer to code specifications. ❑Not Applicable 404.1.1 'Fuel gas lighting systems have ❑Complies Requirement will be met. 403.1.2 Heat pump thermostat installed ; ❑Complies Requirement will be met. [FI23]3 :no continuous pilot light. ❑Does Not [FI10]2 'on heat pumps. ! ❑Does Not ❑Not Observable ❑Not Observable I ❑Not Applicable ! _ ❑Not Applicable 1 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 1 ❑Does Not 403.5.1 Circulating service hot water ; ❑Complies ;Requirement will be met. ! [FI11]2 'systems have automatic or ; ❑Does Not accessible manual controls. ❑Not Observable I ❑Not Observable ❑Not Applicable ❑Not Applicable I FITHigh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Main Road Report date: 11/06/20 Project Title: Main Road Report date: 11/06/20 Project Title: Main Road Report date: 11/06/20 Data filename: Page 7 of 9 Data filename: Page 8 of 9 Data filename: Page 9 of 9 ,1 E E lil�,"li<:LtC^�te af:ltla.p"➢ :t:p;,�,il=, Above-Grade Wall 26.50 Below-Grade Wall 0.00 Floor 37.00 Ceiling / Roof 37.00 NORTH Ductwork (unconditioned spaces): Window 0.28 0.35 Door :.',ti .� sl: ! Heating System: Cooling System: Water Heater: - Name: Date: Comments FILING SET R2 14 JAN 2021 FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 REV# DESCRIPTION DATE MAIN ROAD 24120 MAIN ROAD, ORIENT, NY 11957 RES CHECK ARcy�T SCALE: AS NOTED ,<<C. EISING F� DATE: 7 MARCH 2O20 JOB#: 1900 * DWG#: 0 A003,00 �TF O PAGE: X OF X DOB BSCAN: 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: 'ON O Pam, ON 33• \ , 00 -0 ' LYNCH EISINGER DESIGN 3,5 / ARCHITECTS PC 14.4�' / 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 /- EL. 4 , ` , studio@LED-NYC.com www.LED-NYC.com - ` LEGEND ELEV. 14.0 EXISTING CONSTRUCTION NEW CONSTRUCTION oo OL BROWN SANDY LOAM Off 0 %% 0 CL CLAYEY LOAM GRAVEL FILLED a a � �02'-0"+/- TRENCH 2.5' \ ` - --- � � FILTER FABRIC / Sc CLAYEY SAND --- + - -1 2 I - 3 / � �' 4 DRAIN TILE SLOPED IL 1/8"/FOOT,TYP. SP MEDIUM TO COURSE SAND -TJm GROUND WATER g 5' ELEV. 1.1 EL. 1 5 11%\ \ / \ MEDIUM TO i SP COURSE SAND � ��� � �� \ - IN WATER \ \doo \ 2 DETAIL , TRENCH DRAIN, TYP. DEC 18,2014 17 010 Scale: 1/2 - 1 0 K.WOYCHUKLS doo EL. 14.5 BACKFILL MATERIAL TO BE CLEAN. H2O HEAVY LOADING CAST IRON 0SAND AND GRAVEL � GRATE _ ___ _ \ \ INLET 4"MIN DIA SDR40 PIPEH20 HEAVY' - V/ PITCHED 1/8" PER FOOT, MIN. I CONCRETE COVER 8' " � \ I -------------- - , DWELL i IT-- N 0 El 0] ED D [10 Off < EL. 14.0 . 13.9 p \\ -{I - ' T ❑ ❑ m ❑ 0 O ,--1 r-i- -I PROPERTY LINE '} I V - - " `J PROPOSED UNDERGROUND '� ' O \ - T Q p 8' 0" 0 _I 111 ,ELECTRIC LINE Q 4' --- '� ' PROPOSED GRAVEL ` DRIVEWAY '�T _� N' o, `` 1' - - - 0 - LEACHING TRENCH DRAIN - - `� •� ' \ L-- 4 SECTIONS j p I - l-i--. PROPOSED ' \ o a pa 2-STORY+BASEMENT HOUSE -- - -- _-= ❑ ❑ m ❑ CDC ° D W/ATTACHbD GARAGE `LPG } - -- GROl:1ND FLOOR EL,=+15.5 �" 2 PROPOSED 8 DIA \ p B,ROPOSED SEPTICHING - Q d Q 'i 8 \ - GROUNDWATER ELEVATION Q 10 } o �• NK ` - p Cq ? a Q p a e V 2 PROP SED 15°� �.r. ,- � 41 - b ORMWATER ;/ - STORMWATER _ DRYWELL.s�' -------- -� _ - DIA.5'DEEP 14.5 D YWELL.8' , - � � ---I ' i I �• _ I-�� ', - ' � DI .5'DEEP --- i T-I- ! --- -- - ( i ii t 11 � \ 3 DETAIL - LEACH POOL TYP. 010 Scale: 1/2" = 1'-1 NORTH \ ' • � �° � `, � �� `,, 3Z 0 LIMIT OF PROPOSED wn g T NCH DRAIN CLEARING-SHRUBS AND , 0 8�- SMALL WEED TREES ONLY \ , EL. 14.2 EL. 14.0 FILING SET R2 14 JAN 2021 �O ` I \ / FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 WELL REV# DESCRIPTION DATE W MAIN ROAD ` ` I bg ` � � TOTAL SITE AREA: 3.72 ACRES 161,918 SF 24120 MAIN ROAD, EL. 13.7 ORIENT NY 11957 STORM DRAINAGE: r SUPPLY 3 8'DIA X 5'DEEP6=601 L LS 21 X 42.24=633 CF STORAGE PROVIDED T' SI E PLAN SEPTIC DESIGN: AND STORMWATER " ' ,•/ 5 BEDROOM SYSTEM MANAGEMENT PLAN (2)8'DIA X 8 DEEP POOL 1500 GAL TANK SCALE: 1"-40'-01, SITE LAN APPROVAL AS PER \ / HEALTH PERMIT APPLICATION REF#:R10-15-0022 �� - SR GF/r�C JOB#: 1900 7 MARCH 2020 100 �O DWG#: to \�� �/ / W cocc r o \ � i E . 14.3 * � Q _ _ _ A01 0,00 SITE-� ... `` KEN E HN BASED M WOYCHN SURVEY BY s 'E � 0 r 0 Do 0 EL, 14, �... �� ... 231.58' ` UK L.S. 7 PAGE: X OF X woo S82°26'So"w DATED NOV 10, 2014 DOB BSCAN: 1 SITE PLAN \ ELEVATION DATUM NAVD88 010 Scale: 1" = 40'-W .` 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th Fl New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION 86-2 1/2" 4'-0" 19'-9 1/2" 16'-4 3/4" I3'-8 1/2" 35-3 3/4" UP 101 B --------------------------------------------------------- ...... ...... ...... zt CV) A C� (101 A PORCH ------- _5�� 9'-4" RM 113 CLOSET------------------ BATHROOM 19'-9 1/2" 16'-4-3/4" M 101 RM 1061 RM 107 N, (102)A IN + 1 0- T_I ')A 1 n12 B.L L 10 112 A RM 108 RM 104 10 1 108 B TAR RM 105] 21EEEEEE 6 L Do"\1 A ' . -.1-1 UP CY) 1 V-2" 4' W GARAGE E02 in iv RM 112 z 4G/DINING CLO co 04 C14 co 109 KITACE! co RM 103 ............ bo cli 25!;8" 33'44 15'-0" 41-84/2" 12';;6 19'-2" 110 cl� 00 _:!t ---------- PLAN NORTH 7I NORTH 10 102 C - ------ ----- HATCH DOOR TO BASEMENT S Gx QRRENE_D:P gig 102 B 1 13)A PORCH FILING SET R2 14 JAN 2021 CL RM 111 rn FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 110 REV# DESCRIPTION DATE 0- MAIN ROAD tj 24120 MAIN ROAD, ORIENT, NY 11957 52'-7" 12'-10" 4'-0" ARCHITECTURAL PLAN 69'-5" GROUND FLOOR E1 1ST FLOOR PLAN A101 Scale: 1/4"=1'-0" ERE SCALE: 1/A--=1'_0" DATE: 7 MAR 2020 ON JOB#: 1900 A DWG#: IPA A101 ,00 W-�o PAGE: XOFx DOB BSCAN: 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th R New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION 4 4 11 11 Id. .1 LO ET 203 3'-9 4' 1 RM 209 ............ T' :t 13'-0" .3'-7" 1 5'-4 1/2" 5-51/2" PEN­TO-BEL0 91 :1 ill Alit i BATHROOM it (_nRRIDOK t CORRIDOR RM 208 :i RM 201 -APDN UF ,id lit M CORRIDOR t tit R 202 207 it Vj z 1\ A j+ --------- I lia lill llli lit III i III I hii I I III I lit I III ill I 04�77 206 co �111-ftlji . i i tt I, BID jj:4 04 I @ — ce) OPEN TO BELOW CID C14 DROOm- BATHROOM ROQn71 E isHOOP RM 204 RM 205 RM 206 RIV1,20i RP co PLAN J N NORTH NORTH T CE 2'-2' Tp 718 4 ............ ...... T 205 2001207� 1 A FILING SET R2 14 JAN 2021 cp FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 REV# DESCRIPTION DATE MAIN ROAD 24120 MAIN ROAD, ORIENT, NY 11957 65'-5" 4'-0" ARCHITECTURAL PLAN 2ND FLOOR 2ND FLOOR PLAN N102 Scale: 1/4"=1'-10" SCALE: 1/4" =1'-0" ED ARC DATE: 7 MAR 2020 14 EIS JOB#: 1900 DWG#: Al02.00 PAGE: XOFX DOB BSCAN_. ' 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION 26-8 1/8" N O --------------------- ... .. ----- ---------- ----- --- ----- -- ----------------- — ------ -------. ----- ------ -------- --------- --- ----- — ---------------- -------- ---------- ---------- ------------------------------- ------ ---- ---------- ------- - -------------------- --------- ---- ------ ---------------------------—--------------- ---------- ---------- ---------- --------- _..--.-—----—-—-———-—---- —-------- ---—----- --------— --—------ —----—-----------------—----------------- ---------- ---- --------------------------- ——--------- --------— -—------- --- — - -------------— N O DN c� 15'-7" v M -- ------------•--------------— ---------- ------ ------------ ------ — ---- -------------------------- ATTIC ------------------ ---- ------------ ------ --- — zo RM 301 N 63'-8" PLAN NORTH NORTH ------------------—---------------------- ---------- ---------- -------------------- ------------ ---------------- --------- --- -------------- -------------------- ----------- --- ------ J--------------------------------- ....... - ---------- -------------------------------------------- 65'-5" \ FILING SET R2 14 JAN 2021 FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 REV# DESCRIPTION DATE \ MAIN ROAD 24120 MAIN ROAD, ORIENT, NY 11957 ARCHITECTURAL PLAN ATTIC EATTIC PLAN %103 Scale: 1/4"=1'-01, c�� C E R y SCALE: 1/4" =1'-0" ON EIS/ />� DATE: 7 MAR 2020 F,p JOB#: 1900 DWG#: J � Al 03,00 OF ENN PAGE: X OF X DOB BSCAN: 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION - -------------------------------- ------- ---- -- - ------ ----- ----- ----- ------ ----- ----- ----- ------ ----- ----- ----- ------ ----- ----- ------------ ------------------ ------- ------------------ ------ ----- -----r------------ ------------------ ------ -------------------------- -------------------------- -------------------------- ------------------ --- 1 1 1 1 I I 1 I I 1 1 1 I 1 I I 1 1 1 I I 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 I I I I 1 I I I I 1 I I I I I I I I I I LLJ I 1 I I I I I I I I 1 1 ;0 I 1 I 1 O I 1 I I I I I 1 1 I 1 I 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 I I 1 I 1 I 1 1 1 I 1 I 1 I I I 1 I I 1 1 I I I 1 I I I I z I I I 1 Cl) I I 1 1 1 1 0? 1 1 I I N 1 1 1 I 1 1 1 I 1 1 L 1 1 i ROOFING,TYP. 1 I 1 1 1 1 1 1 I I 1 I I I 1 I I I I I I I I I I 1 I 1 I I 1 1 I I 1 1 I I 1 1 I I I v PLAN pp NORTH I I 1 1 i co NORTH I I I I I I I I I I I 1 I 1 I I I I 1 1 I I I 1 I 1 I I I I 1 1 I I 1 1 1 I I 1 1 L---- ----- ------------ ----- ----- ------------ -- ---- ---- ---- ---- --- ---- ------------------------------------------ I I 66'-9" FILING SET R2 14 JAN 2021 FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 REV# DESCRIPTION DATE MAIN ROAD 24120 MAIN ROAD, ORIENT, NY 11957 ROOF PLAN C 1 ROOF PLAN C SCALE: 1/4" =1'-0" A104 Scale:114"=1'-0" ED ARCS, DATE: 7 MAR 2020 ON EIS/ /J� JOB#: 1900 9 C� DWG#: Al 04,00 P 0 OF NEB PAGE: X OF X DOB BSCAN: ©2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street, FI 4 New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND CORRUGATED METAL EXISTING N S G CONSTRUCTION N ROOFING � � 10 NEW CONSTRUCTION +20'-2 3/4•AFF . , . , , , T.O.A R n ATTIC FL HORIZONTAL' 00 SHIPLAP SIDING in // // , // �, / // i/ co Lu 204 205 206 207 A M = co C7 _ Z BO N 0 . J to <V m _ 10'-5'AFF T.O.2ND FLR Cl) -e- M ° 102 B 103 103 A I � 110 B ; ; L N i 0'-0•AFF T.O.1ST FLR a- a- 1 SOUTH ELEVATION A201 Scale:1/4"=1'-0" PLAN CORRUGATED METAL NORTH NORTH O ROOFING +20'-2 3/4•AFF T.O.ATTICFLR LR 14-6 3/8 FILING SET R2 14 JAN 2021 FILING SET R1 20 OCT 2020 VERTICAL SHIPLAP SIDING BOARDS PRE-FILING SET 10 MAR 2020 N / / REV# DESCRIPTION DATE _� I--- ;c0 I 201 O w MAIN ROAD co = 102 A co 0 O 24120 MAIN ROAD N ORIENT NY 11957 m +10'-5'AFF OL T.O.2ND FLR 5'-7" 16'-3 5/8" ELEVATIONS ��RED Aq SCALE: 1/4" =1'-0" /j // in \5 O�1 EIS/ c'Sj DATE: 7 MAR 2020 107 N,t` NC�,9 0 JOB#: 1900 102 A 101 B 102 A 9 -� DWG#: WD BATTEN,TYP M A201 .00 / N M 0'A"AFF ''^^ ` V' T.O.1ST FLR ��` iv 1' 0 ,'-5"BFF E PAGE: X OF X DOB BSCAN: 2 NORTH ELEVATION A201 Scale: 114"=1'-0" 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street, FI 4 New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION VERTI',CAL:8HipLAP SIDING BOARBS +2P-23/4"AFF T.O.ATTIC FLR N r T N M W OD z (O N N J_ +175"AFF m ■ T.O.2ND FLR WD BATTEN,TYP 101 A i CW AFF C T.O.IST FLR I I --] 1 WEST ELEVATION (AT BREEZEWAY) A202 Scale: 1/4"=1'-0" PLAN NORTH NORTH VERTICAL SHIPLAP SIDING BOARDS +20'-2 3/4"AFF OIL T.O.ATTIC FLR FILING SET R2 14 JAN 2021 FILING SET R1 20 OCT 2020 PRE-FILING SET 10 MAR 2020 OP v REV# DESCRIPTION DATE in rn 207 B °' _ MAIN ROAD W 24120 MAIN ROAD, M 2 00 Coz ORIENT, NY 11957 O to J N +lV5"AFF m z — I T.O.2ND FLR 10'-1 7/8"1 ELEVATIONS 00 `) F p SCALE: 1/4"=1'-0" ON Els RCti DATE: 7 MAR 2020 108 5No /tip i JOB#: 1900 DWG#: 110 C O WD BATTEN,TYP g, N A202,00 N Ch01Lt 0'-0'AFF O�L T.O.IST FLR OF EW PAGE: X OF X DOB BSCAN: 3 EAST ELEVATION A202 Scale: 1/4"=1'-0" 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: +33'-5 3/4"FRE ROOF RIDGE LYNCH EISINGER DESIGN ;0 3/4"FIRE —-—-—- —-—-—- Cl) OL+27'-0 U? T BUILDING HEIGHT ARCHITECTS PC 224 Centre Street, F1 4 New York, NY 10013 T 212.219.6377 UNFINISHED ATTIC I I I studio@LED-NYC.com www.LED-NYC.com CORRUGATED MTL ROOFING LEGEND 26'- 1/4" I j 2X12 ROOF JOISTS EXISTING CONSTRUCTION X6-9' 13'1p 3/8" 6-9- PLYWOOD 0 NEW CONSTRUCTION +20'-0 1/4"FRE h[II IATTIC iFt :C!lt W SHIPLAP HORIZONTAL I co WOOD SIDING BOARDS cc, 2" RIGID FOAM INSULATION +1 V-5" FRE \f SECOND FLOOR PLYWOOD SHEETHING 0 . C 2X1 0 WD JOISTS WITH BATT INSULATION ±0'-O"FRE GROUND FLOOR 00 EL. 14.0' NATURALGRADE NAVD88) it IT� tit — :I Ll I Hid' .I 11it 1: IT It + IT li IIT it J ITT:]t ilfllfill tl;I I !j I illl� i —, �1. 17 I�— I it I ilk 4 CELLAR SLAB kli -10"FRE F-A : I I rI Eli 1111 1Ili f� ;r- III1/2" ANCHOR BOLT W/ NUT Alf T It FOOTING AND WASHER, 6' O.C. i i SILL GASKET MEMBRANE AND COPPER TERMITE SHIELD 2X6 WD STUD WALL FINISH WD FLOORING SHIPLAP HORIZONTAL REBA R WOOD SIDING BOARDS f 3/4" TH. PLYWOOD 3/4" SUBFLOORING 2" RIGID FOAM INSULATION INSULATION AT RIM PLYWOOD SHEETHING ill N JOIST TREATED LUMBER SECTION Scale:1/4"=V-0" .................................... ----- .................. .................... ... . ---------- ---------------------- - - ----- - - - - - - - - - PLAN .. . .. . . . . NORTH NORTH EXTERIOR DOOR, TYP. ..................................... .... X. X, 2X6 WD STUD WALL SHIPLAP HORIZONTAL WOOD SIDING, BEYOND WATERPROOFING SILL EXTENSION OVER MEMBRANE ON 10" I'; � "%- *�:*.)--ill,:. 11 1. 2XI 0 WD JOISTS CONTINUOUS FLASHING CONCRETE FOUNDATION EXT'D PAST JOIST HANGER it 2" RIGID FOAM 2x8 PRESSURE TREATED I it - I[ INSULATION LEDGER BOLTED TO I I ll'C. i� I ,I Ilk FOUNDATION WALL 'T Illlll FILING SET R2 14 JAN 2021 5/4 DECKING 4" REINFORCED II CONCRETE SLAB FILING SET R1 20 OCT 2020 JOIST HANGER CAPILARY BREAK OVER 8X16 REINFORCED PRE-FILING SET 10 MAR 2020 FOOTING CONCRETE FOOTING ---:I REV# DESCRIPTION DATE 1 2x8 PRESSUREIl VAPOR BARRIER ON 2" _T RIGID FOAM TREATED DECK MAIN ROAD JOISTS 16" OC ITII} C INSULATION 24120 MAIN ROAD, . . .. .... ORIENT, NY 11957 1 1 IT COMPACTED SOIL 1/2" DIA. EXPANSION OR I lit GRAVEL ON EPDXY—SET BOLTS WITH "t 0 it "I WASHERS 18" OC, STAGGERED 9" — EMBEDa. SECTIONS T-1 1 it ANCHORS PER MANUF. SPECIFICATIONS ITT I L; ILI a it —Z LATERAL ill . - - - I '1�llii!Ir q ' SIMPSON DTT1 dtit . .... . I ­ .- - LOAD DECK TIE PER S It __III - _jmrll-: I it F�I:L_T�f 2020 RES CODE I K Eli FTJ SCALE: 1/4" V-W ILI ED AI�C Ilk! T DATE: 7 MAR 2020 CONCRETE \C:; �A EIS Laillii , C 1p 1900 t-_ ''1—11'' ­ ''" 1" ­I� # ni 'Iff JOB#. FOUNDATION WALL %,111i "Iffl l ifs 1,ONlI# -T j 11��:T�� DWG#: 14 1 [1 t ;Il:I:,Li I I �`_-h �Xt� r3 SECT (P r4 SECTION DETAIL-LEDGER ION DETAIL-FOUNDATION A301 .00 Scale:1 1/2"=V-0" "i Scale:1 1/2" Vi op PAGE: XOFX DOB BSCAN: 00 L ro ©2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: —------------ "T. 4 Floorjoist NON LOAD --------------------- -BEARING GABLE Illo rim board hoadesolices END WALL ----------------------- within the header span LYNCH EISINGER DESIGN Single-ply or tv-vo-ply rim board ARCHITECTS PC it 224 Centre Street, F1 4 New York, NY 10013 T 212.219.6377 headeras required studio@LED-NY I C.com www.LED-NYC.com it it J SHIPLAP HORIZONTAL !f LEGENDit WOOD SIDING BOARDS C:) Joist hanger required outside Joist hanger required EXISTING CONSTRUCTION V it at ends of all joists NEW CONSTRUCTION 2" RIGID FOAM INSULATION of header span where Joist PLYWOOD SHEETHING CRIPPLES end hearing lengths are within the headerspan It CRIPPLES less an 2 inches NAILER ABOVE WINDOW Cripples OPENING 2X10 WD JOISTS WITH r BATT INSULATION rxx SECTION DETAIL-WINDOW HEAD AT GABLE END (NON-LOAD BEARING) Scale:1 1/2"=1'-0" Rim board header end Header span RIM BOARD HEADER: 3 1/2" X 9 1/2" VERSALAM HEADER or splice 6 inches past FOR SPANS UP TO 12'-0" outer full-height stud - NO SPLICE OVER OPEN�NG OR WITHIN 6" OF JACK STUD JOIST HANGERS WITHIN HEADER SPAN & WHERE JOIST END a is II SECTION DETAIL-WINDOW HEADER AT SECOND FLOOR(>4'-11"SPAN) BEARING < 1 1/2" ry Scale: 1 1/2"=1'-0" r 5 1/4" X 7" VERSALAM LVL HEADER One or more full-height studs per section R 602.7.2 ryySECTION DETAIL-WINDOW HEADER AT FIRST FLOOR WINDOW 102A Scale:1 1/2" V-0" ATYPICAL RIM BOARD HEADER NOT TOSCALE SHIPLAP HORIZONTAL WOOD SIDING BOARDS —--------------- 2" RIGID FOAM INSULATION PLYWOOD SHEETHING HEADER TABULATION "' ' i NEW YORK STATE RESIDENTIAL CODE 2020 TABLE 602.7(1) PLAN TI: GROUND SNOW LOAD 30 PSF NORTH FLOOR WINDOW NO. OPENING WIDTH HEADER SIZE DETAIL REF(SEE A302) NORTH 2X10 WD JOISTS WITH 2X10 SYP NO.1 FLOOR (SPAN) BATT INSULATION JOISTS 16" O.C. &A 8'-8" 1)2X6(NO HEADER REQ'D) DET 1/A302 2X10 BLOCKING 1O 1)B 13'-9" (1)2X6(NO HEADER REQ'D) DET 1/A302 RIM BOARD HEADER: 2x10 RIM BOARD &C 2'-3" (1)2X6(NO HEADER REQ'D) DET 1/A302 2 - 2x10 HEADER FOR SPANS UP 5 1/2" X 9 1/2" LVL BEAM 02 A 6'-8" 5-1/4"X 7"VERSALAM LVL DET 2/A302 TO 4'-11 & NO SPLICE OVER OPENING OR NON LOAD-BEARING NAILER 10)213 25'-8" (1)2X6(NO HEADER REQ'D) DET 3/A302 WITHIN 6" OF JACK STUD ABOVE WINDOW OPENING C 4'-3" (1)2X6(NO HEADER REQ'D) DET 4/A302 - JOIST HANGERS WITHIN HEADER FRAMED TO JOIST 102 SPAN & WHERE JOIST END EXTENSION, ABOVE (LO 3)A 23'-2" (1)2X6(NO HEADER REQ'D) DET 3/A302 SECTION DETAIL-WINDOW HEADER AT SECOND FLOOR(<4'-1 1"SPAN) BEARING < 1 1/2" ZZ SECTION DETAIL-WINDOW HEADER AT FIRST FLOOR SOUTH 103 B 13'-4" (1)2X6(NO HEADER REQ'D) DET 1/A302 FILING SET R2 14 JAN 2021 Scale:1 1/2"=1'-0" A302 Scale:1 1/2"=1'-0" 1ST FL 107 3'-3" (2)2X10 DET 5/A302 FILING SET R1 20 OCT 2020 &A 6'-8-1 (2)2X10 DET 5/A302 PRE-FILING SET 10 MAR 2020 108 B REV# DESCRIPTION DATE 4!-0" (1)2X6(NO HEADER REQ'D) DET 4/A302 MAIN ROAD 24120 MAIN ROAD FLOOR WINDOW NO. OPENING WIDTH HEADER SIZE DETAIL REF(SEE A302) t ORIENT, NY 11957 (SPAN) it 0 A 9._011 3-1/2"X 9-1/2"VERSALAM LVL DET 6/A302 201 DETAILS B 3'-10" 3-1/2"X 9-1/2"VERSALAM LVL DET 6/A302 7-2 3-1/2"X 9-1/2"VERSALAM LVL DET 6/A302 00 9'-4" 3-1/2"X 9-1/2"VERSALAM LVL DET 6/A302 2 - 2x10 HEADER 2X10 SYP NO.1 FLOOR T - NO SPLICE OVER OPENING OR JOISTS 16" O.C. 3'-0" (2)2X10 DET 7/A302 SCALE: 114" 1'-0" C' WITHIN 6 "RE " OF JACK STUD 2X10 BLOCKING 206 91-81, DATE: 7 MAR 2020 JOIST HANGERS WITHIN HEADER 2ND FL 3-1/2"X 9-1/2"VERSALAM LVL DIET 6/A302 OVA Els �11_\ JOB#: 1900 SPAN & WHERE JOIST END A 11'-8" 3-1/2"X 9-1/2"VERSALAM LVL DET 6/A302 DWG#: BEARING < 1 1/2" NON LOAD-BEARINGNAWLER 207B 8'-0" (1)2X6(NO HEADER REQ'D) DET 4/A302 CRIPPLES ABOVE WINDOW OPENING 208 3- 3-1/2"X 9-1/2"VERSALAM LVL DET 6/A302 N A302 OO FRAMED TO FLOOR NOTE: 0 FRAMING, ABOVE 1.LVL SIZES PER BOISE CASCADE VERSA-LAM EASTERN HEADER GUIDE. EACH BEARING SURFACE TO BE EQUAL 0 PAGE: XOFX TO WIDTH OF BEAM,BUT NO LESS THAN 3-1/2" YYYSECTION DETAIL-WINDOW HEAD AT WINDOW 1036 DOB BSCAN: Scale:1 1/2"=1'-0" rxx_x SECTION DETAIL-WINDOW HEADER AT WINDOW 107, 108A Scale: 1 1/2"=1'-0" 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION 65-0 1/2" 16'-4" 48'-8 1/2" 24"x 24"CONCRETE FOOTING @36" REINFORCED LINE OF FINISH WALL BELOW GRADE,TYP. CONCRETE FOOTING ABOVE -------------------------- -------------___—_---__----________—______—_--___----_ , .—. —.—.—. —.—.—.—.—.—.—.—.—.—.— �• — -r: :;� II 11'-2 1/4" OD NFORCED I in is ;I ti Cl) CONCRETE WALL I• co in ----------------------- ----- __-----_--__---_----------�I -= -- -- -- =-, I 12'-4 5/8" 2"RIGID I SULATION 12'-4 5/8" 12'-4 5/8" I I I I I I I r- 25'-6 5/8" 14'-8 3/4" 22'-9 1/8" UP (3) M I I r BLOCK WALL ON ------------------------------------------ II .:.' 2'-0"X 16'-0"FOUNDATION N II TH.CONCRETE 04 FOUNDATION WALL ON M I -4"DIA.STL COLUMN ON ❑ 12"X 16"FOOTINGS @ 24"X24"X12"FOUNDATION M I' Ln 36"BELOW GRADE 04 R NFOR ED = iv 13'-8" r-- -- 12'-4 5/8 12'-4 5 - -- -- CONCRETE SLAB OVER - -- /8" r_ 12'-4 5/8" r 12'-4 5/8" I 1 CONT.VAPOR BARRIER o OVER GRAVEL OVER oo ' N COMPACTED SOIL.TYP. `V `�:•` - BASEMENT ----- If RM 001 III II H. REINFORC 10' ;, CONCRETE SLAB OVER I M 1 REINFORCED CONT.VAPOR BARRIER rn CONCRETE WALL OVER GRAVEL OVER I ❑ I 2"RIGID INSULATION COMPACTED SOIL:TYP. : II PLAN Ct) NORTH II NORTH ---------------------- -I--r�' - 19'-7 1/2" 1 BASEMENT EMERGENCY I UP EGRESS11 " 1, . 11 1_ �1 _ " II 7 9 3/4 1 1/ " T-9 1/4" 111 1/ T-9 1/4 1 1/ 7 9 1/4" 111 1/ ' T-9 1/4 1 1/ T-9 1/4" 1 1/ ' 10'-9 1/2" - I II FILING SET R2 14 JAN 2021 FILING SET R1 20 OCT 2020 24"x 24"CONCRETE FOOTING @36" PRE-FILING SET 10 MAR 2020 BELOW GRADE,TYP. REV# DESCRIPTION DATE o ❑ o a a ❑ ❑ ❑ ❑ MAIN ROAD 24120 MAIN ROAD, ORIENT, NY 11957 1 FOUNDATION PLAN sloo Scale:1/4"=V-0" FOUNDATION PLAN SCALE: AS NOTED �5 C DATE: 7 MAR 2020 N EIS�N0 JOB#: 1900 n DWG#: S100,00 OF EW PAGE: X OF X DOB BSCAN: 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION WINDOW HEADER ABOVE I I 1 302 1 1 1 1 I 1 1 I I I 1 j 5 I 5 I 302 I 302 I I I I I 302 A302 - - - - - — — — — — — —-—-— — — — — — — — — - --—-—-—-—-—-— — —•—•— —-— IiI - - - -a—� - - - 2 Co 30 2—- - - - - - -11 - - - -1-1 1 x0 NL RIFTEI — - - —-—-—-— —-— — - - — — — - - - - - - - - - - - - - - - —-— — —-—-— jI -----•------- ' IIIIIIIII — -� 1III►1III11I IIIIIIII IIIIIjIIII( IIIIIiI IIIiI IIIIIIIiIII 42X1 SY P. 0 2 2X1 SYP AN gJFOA OF MU LOC FO DA ON AL BEL W STAIRWELL WA BE OW � cp oN z CONCRETE FOUNDATION WALL ON 12"X 16"FOOTINGS @ x N GRADE 51 "x1 1/4" VL ERA TER EL 4" A Si11 ADE -C TIN OU D POST,B OW 4' R ED BLGCKING CONCRETE SLAB OVER CDNL VAPQR.BARRtE_. — — — OVER GRAVEL OVER COMPACTED SOIL.TYP. 36"BEW 1IIi1IiI — — — — — — — aih I I I I I I 18'-7 1/2" I •�: I I I I I v F- I I I PLAN o 1 - NORTH I I I I I M NORTH N 302 • L- I I o I I I NO I a I I I 2X8 TREATED WD } JOISTS 16"O.C. 3 1 U 1 3 I I @ 4 302 I x I 302 1 i 302 I 1 I I ILI J j I ................................. - . . — —.—.� �.�. . . .................._. .—.—.— I I I (3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 22 O I I I I BLO KIN AT I � FILING SET R2 14 JAN 2021 I I I I I 11 SCR ENE I b FILING SET R1 20 OCT 2020 o i 2X8 RE ED D. i i PARTITIONi I I I Lu FTER, BE OW PRE-FILING SET 10 MAR 2020 I I Lu I I I I I REV# DESCRIPTION DATE co I I I N I MAIN ROAD ............ - ---- - -•----- 24120 MAIN ROAD, I I I I I I I I I I I I I I I j ORIENT, NY 11957 I I I I I I I I i i i i i i i i FRAMING PLAN i 8'-8 3/4" 8'-8 3/4" 8'-8 3/4" 8'-8 3/4" 8'-8 3/4" 8'-8 3/4" 8'-8 3/4" 7'-3 1/2" 1ST FLOOR I I aE� Aq SCALE: 1/4" =V-0" c ello FRAMING PLAN-1ST FL DECK I �\C�O�I EISI,,, DATE: 7 MAR 2020 Scale:1/4"=1'-0" i �� c� �� fn� JOB#: 1900 I km' s -A DWG#: (P ��- S101 ,00 of E�yo i PAGE: X OF X I DOB BSCAN: I I I 0 2020 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 224 Centre Street,4th FI New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION END ME SEE WINDOW HEADER ABOVE i A302 A302 i Z p- @ oco I NEED MENE SEEN WE GE ME MINE 4 GO MEN SEE Z co 6 CS CD a. C.0 >_ z >x< A302 U) U) 6 5 1/4"x 11 7/' (L (g 1/4'x FLOOR JOISTS LV zo TS LVL RAFTER, ABOVE 2X6STUD A302 _x 11 V11 I C14 BELOW WALL,BELOW x 0 04 -1 [1 11 Al 11 1/1 1 1 11 1 Mj 2)2x10 HEADER (2)2x10 HEADER d co Cl) 0 CONTINUOUS WD z COLUMN TO U) FOUNDATION WALL, 0 BELOW 5 1/4"x 11 7/1 x FLOOR JOISTS ABOVE 2X6 STUD WALL, BELOW,W1 CONTINOUS BLOCKING IL ............ --j'A ........... .......... .. --- --------------------------------------------------------------------- — -—-—- L 2X12 SYP N0.2 JOISTS @ 16-O.C. r 4 O A302, in PLAN U) ZY) NORTH 0 NORTH 18'-4 1/2" zC3 Cn A6 x 6 r6 A302 A302 i ........................ ........................ L J. -—-—- -—-—-— 0 NEWS NEM Cn 0 I co FILING SET R2 14 JAN 2021 0 FILING SET R1 20 OCT 2020 !)2X8 -RE A -ED D. NFT E I I PRE-FILING SET 10 MAR 2020 REV# DESCRIPTION DATE co x 11 11 if 11 11 IA IL ill 11 11 11 11 j 11 11 11 11 11 MAIN ROAD .............................. ----------- ---------------- ...... N ------...... ---------- - -- i-------------------- ------ ------ 24120 MAIN ROAD, ORIENT, NY 11957 FRAMING PLAN 2ND FLOOR S'�AE ARC'. i�C SCALE: 1/4" 1'-0" FRAMING PLAN-2ND FL DECK C.) 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