The URL can be used to link to this page

Home My WebLink About44559-Z o4Qgu'FF Ut��o Town of Southold 3/5/2022 a Gym °j . P.O.Box 1179 W +� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42885 Date: 3/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 505 Plum Island Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-5-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/5/2019 pursuant to which Building Permit No. 44559 dated 12/26/2019 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: single family dwelling with unfinished basement, heated storage room in basement,rear patio,basement entrance and two entry stoops as applied for. The certificate is issued to 505 Plum Island Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0055 2/15/2022 ELECTRICAL CERTIFICATE NO. 44559 7/21/2021 PLUMBERS CERTIFICATION DATED 12/18/2020 TK Enden t ori d Signature suFFotKAo. TOWN OF SOUTHOLD �o ay, BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44559 Date: 12/26/2019 Permission is hereby granted to: 505 Plum Island Ln LLC 570 Pinewood Rd Cutchogue, NY 11935 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 505 Plum Island Ln, Orient SCTM #473889 Sec/Block/Lot# 15.-5-34 Pursuant to application dated 12/5/2019 and approved by the Building Inspector. To expire on 6/26/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,402.40 CO-NEW DWELLING $50.00 Total: $1,452.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. CODV of Certificate of Occuoancv- $.25 - - -1J - - - - ----- - - ----1-- -1 .. 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. September 4th 2019 New Construction! V Old of Pre-existing Buildinn: (check one) Location of Property: Plum Island La. Orient House No. Street Hamlet Owner or Owners of Property: Karol Filipkowski Suffolk County Tax Map No 1000, Section 15 Block 05 Lot 34 Subdivision g Filed Map. Lot: Permit No. l J��9 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ Applicant Signature DEC 2 0 2019 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, J�� g residing at � (Print property owner's name) (Mailing Address) do hereby authorize (Agent) C" A to apply on my behalf to the Southold Building Department. l� � -211t9 (Owner's Signature) t (Die) (Print Owner's Name) pF SO(/ryol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 ol�C®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 505 Plum Island Ln LLC Address: 505 Plum Island Ln city:Orient st: NY zip: 11957 Building Permit* 44559 section: 15 Block: 5 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JW Electric License No: 4664ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage Service 1 ph X Heat Duplec Recpt 38 Ceiling Fixtures 7 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 48 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 43 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Gas Oven, DW, Micro, MD, Mini Fridge, 42 Circuit Panel / 38 Used , Central Vac Notes: New Two Story Inspector Signature: Date: July 21, 2021 S.Devlin-Cert Electrical Compliance Form so kir tv!wi n Rozd ;mm--,nK?vY 119:1 !EE FEB 8' 2022: 33111 IIIiJ ? 1'�.l2TA4E w T BUILDING DEPT T[. N 'l l D S0UT110LD- ' TOWN OF SOUTHOLD- 10 CERTILICAT k3t:olc$irlt 1?vrintt N .. A :m .z lyrictt} (l'le<sc•-print) I cQrfifythLt,:t$1e sotdec u,,ccd $t7 tho w4wr-;sm1oly.s,ystem cnrltaains less that 2l_RU ct_llYer 11 ,:d, ; `5,V-OrIl to�Cf9;-c,nit:this clay of � c. i s & ` ., L . a fn:r ' Public. o °' t`.,:trratir j`: _ Irtaf so TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 INSPECTION I I OUNDATION 'IST ROUGH PLBG. -FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY -FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: It.A�n-N'W73 DATE INSPECTOR mom_ TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 _ __ - INSPECTION FOUNDATION 1ST' ROUGH PL13G. OUNDATION 2ND ]-ANSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE'& CHIMNEY' FIRE:SAFETY INSPECTION ' FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: DATE holo - INSPECTOR I qq �o.Z1�0E 50(/lyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 a _1NSPEC ON [ ] FOUNDATION IST [ ROUGH PLBG. FOUNDATION 2ND [ ] --INSULATION/CAULKING f [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY 'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: l kk DATE INSPECTOR ` S0GTy0`o �I Ll s-sq .i 6 5,� ?l o I Y/o LAG l # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 _ 1 NSPECTIO [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ "] FOUNDATION 2ND [ ] 1NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ '] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f( re- )?�otcic or-00#11/yi ILL\- 0 of ,.e v " - �a c /1 DAT E I Q INSPECTOR S �7 L� } OF SOUTyo - - — - # } TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND , [ (INSULATION/CAULKING eAMING /STRAPPING [ ] FINAL EPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t2 Of &v000r--t—o Cojtooe�� eQi, w &4 v►✓ DATE I * INSPECTOR / SOUIy�� - �'� # TOWN OF OUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] ' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 0 S-40 0d C tar _ k4 4:&C- oed kle-r 0�\ V.2j- a-C 4 AJ1 IJ 10floakenj DATE mT INSPECTOR OF SOUTyO� VV 1 # # ;TOWN OF SOUTHOLD BUILDING DEPT. `�courmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] SUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL IV> ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CPRE C/O REMARKS: 6 �6d 1Sdq7 kvi[s - , mm v4 At? vvw��m LeAA." c Gll% 40 — W &6.-- r1K.vi a om 44 �- bva o in -mco v DATE $ INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1-NSPEC O [ ] FOUNDATION 1ST j ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY J-] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: vo -- DATE. INSPECTOR L44M �apF SOUIy� TOWN OF SOUTHOLD BUILDING`DEPT. cno765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ` ] :INSULATION/ L NG [ ] FRAMING /STRAPPING [ �INAL J�,b [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION` [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fi oen CA/d_ (_�7z�f Z Z 7-All DATE INSPECTOR D _ (_ F Hampton Home Performance (63j)AMutoLD PO Box 866•BridPehampton,AT 11932 DATE: 12/17/2021 TEST# 12172021B1 2020 NY-ECCC /Blower Door Testing Compliance Letter 505 Plum bland Lane Orient MY 11957 ' 1 r �4 a Cubic Volume of Conditioned Space: 28,645 cult Test(s)Performed: Blower Door Must be<= 3.00 AC o ACHso = CFMso x 60min/hr/volume of conditioned space AC Wo = 2.8 ACHso = 1365 CFMso x 60 min/hr/28,645 tuft = 2.8 Re ult: PASS Better Than Code by—7—%. Signature confirms the validity of the above test results. Attention Building Inspectors: X Please do not hesitate to call to Pete Vargo confirm that this test was RESNET Certified HERS Rater #2344429 BPI-DOE Certified Quality Control Inspector(QCI) completed by a certified, third BPI Certified Multi-Family Building Analyst party, independent, professional BPI Certified Energy Auditor ; and to verify TEST 4 and results. Building Performance Consultant (570) 490-3928 (PETE) Hampton Home Performance (631) 594-7101 s PO Box 866-Brideehamnton. NY 11932 E F E B - B 2022 _. DATE: 12/17/2021 TEST# 12172021 D2 BUILDING DEP% TOWN OF SOUTHOLD 2020 NY-ECCC Duct Leakage Testing Compliance Letter Home Address Tested: 505 Plum Island Ln Orient, NY 11957 Conditioned Space: 2,578 sqft Duct Leakage Test Final Must be<= 103.1 25 CFM25Allowed=Area Served Sq.Ft. /100 x 4 Tested CFM 99.9 CFM2.Mllowed= Z 578 sqft/100 x 4 cf n = 103.12 CFMa Result: PA Better than code by—3—%. Signature con firms the validity ot the above test resu ts. Attention Building Inspectors: X JPQ Please do not hesitate to call to Pete Vargo confirm that this test was RESNET Certified HERS Rater #2344429 completed by a third party, BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to BPI Certified Multi-Family Building Analyst verify TEST # and results. BPI Certified Building Anaylst BPI Certified Energy Auditor (570) 490-3928 (Pete) Building Performance Consultant — --- Energy Star Partner Page 1 Residential Heat Loss and Heat Gain Calculation 2/7/2022 In accordance with ACCA Manual J Report Prepared By: Filipkowski Air Inc For: 505 plum island lane Ilc 505 plum island lane ORIENT, NY Design Conditions: Suffolk County Indoor: Outdoor: Summer temperature: 75 Summer temperature: 90 Winter temperature: 72 Winter temperature: 10 Relative humidity: 50 Summer grains of moisture: 96 Daily temperature range.-Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Windows 30,760 0 30,760 15,664 Infiltration 1,243 1,639 2,882 7,706 People 1,500 1,150 2,650 0 Walls 1,733 0 1,733 5,776 Misc 1,200 0 1,200 0 Ceilings 988 0 988 1,571 Doors 368 0 368 1,228 Skylights 0 0 0 0 Glassdoors 0 0 0 0 Fireplaces 0 0 0 2,569 Floors 0 0 0 2,299 Duct 0 0 0 0 Whole House 37,792 2,789 40,581 36,813 3.6 tons HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. Page 2 505 plum island lane Ilc 1/21/2022 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside_shading. W Wall 472 sq.ft. 527 0 527 1,756 -Wood frame,with sheathing, siding or brick; R-19 5 1/2 in.; none Window 192 sq.ft. 12,096 0 12,096 3,714 -Triple pane;Wood frame; Low emittance - No inside shading; Coating: None(clear glass); No outside shading. Door 18 sq.fL 184 0 184 614 -Wood; Hollow; No storm BedroomS 768 sq.ft. 10,2_66_ 4_06_ 10,672 10,249 Infiltration -— - --- ----------308 --------406 ------- 714 1,910 -Tightness: Best; WinterACH: .3 ; SummerACH: .2 Floor 768 sq.ft. 0 0 0 0 -Over conditioned space -- ----------- ------------ ----- ---------- ------ ----- -------------- — W Wall 72 sq.ft. 44 0 44 147 -Wood frame,with sheathing, siding or brick; R-30 8 1/2 in.; Not important ---------------- ------------ -------- ------ ------------------- -- ------------------- ----- ----- ----- -- ----- Window 72 sq.ft. 5,040 0 5,040 2,214 -Double pane;Vinyl frame; Clear glass -No inside shading; Coating: None (clear glass); No outside shading. N Wall 108 sq.fL 66 0 66 221 -Wood frame,with sheathing, siding or brick; R-30 8 1/2 in.; Not important Window 36 sq.ft. 756 0 756 1,230 -Double pane;Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. -- ----- --------- - ------ - --- --- ---- -- - -- -- ---- ---- - ---- ---------- ---- E Wall 396 sq.ft. 243 0 243 810 -Wood frame_,with sheathing, siding or bric_k;_R_-30 8 1/2 in.; Not important _ Window 36 sq.ft. 2,520 0 2,520 1,230 -Double pane;Wood frame; Clear glass -No inside shading; Coating: None(clear glass); No outside shading. S Wall - - -- ------- 431 sq.ft.--- -------------265---- --- --- 0 ----- --- 265 --- ---- 882 --Wood-frame,with sheathing, siding or brick; R-308-1/2-in.; Not important ----- --------- ------------- ------------------- -- --- -------------------- ----------- --------- Window 1 sq.ft. 36 0 36 34 -Double pane;Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Ceiling 768 sq.ft. 988 0 988 1,571 --Under ventilated attic; R-30(8-9 inch); Dark Whole House 2,194 sq.ft. 37,792 2,789 40,581 36,813 3.5 tons HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. Page 1 Residential Heat Loss and Heat Gain Calculation 1/21/2022 In accordance with RCCA Manual J Report Prepared By: Filipkowski Air Inc For: 505 plum island lane Ilc 505 plum island lane ORIENT, NY Design Conditions: Suffolk County Indoor: Outdoor: Summer temperature: 75 Summer temperature: 90 Winter temperature: 72 Winter temperature: 10 Relative humidity: 50 Summer grains of moisture: 96 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 2,194 sq.ft. 37,792 2,789 40,581 36,813 (3.5tons ) First Floor 37,792 2,789 40,581 36,813 Family Room 1,426 sq.ft. 27,526 2,383 29,909 26,564 -------- ------------------------------------------- - --------- ------------------------ --------------- Infiltration 935 1,233 2,168 5,796 -Tightness: Best; Winter ACH: .3; Summer ACK .2 People 5 1,500 1,150 2,650 0 Miscellaneous 1,200 0 1,200 _ 0 Fireplace ---- --- ------- -- 0 --- 0-----------0 -------2,569 -Best-combustion air from outdoors, glass doors, damper Floor 1,426 sq.ft. 0 0 0 2,299 --Over unheated basement; Hardwood or tile; R-19 (4-6.5 inch-) N Wall 205 sq.ft. 126 0 126 419 -Wood frame,with sheathing, siding or brick; R-30 81/2 in.; Not important Window 48 sq.ft. 1,008 0 1,008 1,640 -Double pane;Wood frame; Clear glass --No inside shading; Coating: None(clear glass); No outside shading. E Wall 564 sq.ft. 346 0 346 1,154 -Wood frame,with sheathing, siding or brick; R-30 8 1/2 in.; Not important Window 100 sq.ft. 7,000 0 7,000 3,416 -Double pane;Wood frame; Clear glass - No inside shading; Coatin-g:- _g - None(clear lass); No- outside shading. -- - -------- - -- ------- - ------ - ------------ --- -- --------- - ---- Door 18 sq.ft. 184 0 184 614 -Wood;HallowNo storm S Wall 189 sq.ft. 116 0 116 387 --Wood_ frame,with sheathing, siding or brick; R-30 81_/2 in.; Not important Window 64 sq.ft. 2,304 0 2,304 2,186 Page 1 Residential Heat Loss and Heat Gain Calculation 2/7/2022 In accordance with ACCA Manual J Report Prepared By: Filipkowski Air Inc For: 505 plum island lane lie 505 plum island lane ORIENT, NY Total CFM: 1,400 Room Cooling CFM Heating CFM Both First Floor 1,400 1,400 1,400 Family Room 1,020 1,010 1,020 BedroomS 380 390 390 GEOTHERMAL CONDENSING UNIT MODEL#HPXCONDO49-A SERIAL#01191231C TRANE EVAPORATOR COIL MODEL#4TXCC007DS3HCAA SERIAL#20365WX256 TRANEGAS-FIRED FURNACE MODEL#D345822C05 SERIAL#F2HTXADD38B097326 L] FEB - 8 2022 BUILOIN(,L _. ,. TOWN OF SOU-f &D HVAC-Calc Residential4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. COMMENTS • •-------------------------- 1 !.• z ms KIM KWUIA 102F-M- MARL PLUMBING INSULATION'PER N.Y. STATE ENERGY CODE � olo ill) ► MI 'f X6 rADDITIONAL FmMld 91 r� ifF" 7% TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION`CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 �ti �, Planning Board approval FAX: (631)765-9502 `' Survey SoutholdTown.NorthForkxn t PERMIT NO. `-'`1� i t _� Check Septic Form N.Y.S.DE.C. Trustees. C.O.Application. `t' Flood Permit 10 Examined 20 r ( 1 �: I , {"* 6 Single& Separate ` 3 DEC m Storm-Water Assessment Form 2 G S Contact: Approved 20 Mail to. Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 ' Phone: (631)504-8842 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date September 4th , 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate 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. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available 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. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months."Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations;for the construction of buildings,additions, 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. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Karol Filipkowski (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: Plum Island Lane Orient House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 05 Lot 34 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant, undeveloped lot b. Intended use and occupancy New two story single family residence 1539sq.ft.with attached 666sq.ft. rear patio as per plans 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling 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, if any: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front 64' Rear 64' Depth 38'-6" Height 24'-11-1/2" Number of Stories 2 8. Dimensions of entire new construction: Front 64' Rear Depth 38'-6" Height 24'-11-1/2" Number of Stories 2 9. Size of lot: Front 125.00' Rear 125.00' Depth 200.00' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO J 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO—V PO Box 356 14. Names of Owner of premises Karol Filipkowski Address Cutchogue Phone No. (631)734-8150 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate 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 restrictions with respect to this property? * YES NO V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFBU H Robert Wilson being duly sworn, deposes oRota�uiT"c; g�b �`ant (Name of individual signing contract)above named, No.01BU6185050 Qualified in Suffolk county (S)He is the Agent commission Expires April 14,2,pz_<'� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me s QQ 44h day of QAA 6 20 bcrn L Notary Public §ignature o Applicant % Ir WWATIER, Scott i 'RussellSTORA SUPERVISOR 20 9 N\ G �r]F SOUTHOLDTOWIV,HALL-P.C�`S�ox 11709 16 � Z I��1[A\lam A\G]EI��1[aE 53095 Main Road-SOUTHOLD,NEW YORK 1191? ` _,� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑[ A. Clearing, grubbing, grading or stripping of land which affects more ( than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious Surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 NAME: 1 'I del (/' - n,l Se ion B16ck � ****FOR BUILDING DEPARTMENT USE ONLY �`V **** Contact Informatio 1 t 1Tclghm N—brl Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: -- [IApproved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# O 1000 S„� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) o �j Stormwater Management Control Plan CHECK LIST NAME: 6L (� l Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI 'PP-1 l o * The applicant must provide a Complete Explanation and/or Reason for not providing ggfm--L- ('J:/ ` 4 del all Information that has been Required by the following Checklist! SI ul'e Oqh—Numb 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P P a. Location &Description of Property Boundaries 0�0 b. Total Site Acreage. 00 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). 0� d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0�0 e. Limits of Clearing& Area of Proposed Land Disturbance. �0 f. Existing& Proposed Contours of the Site (Minimum.2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. ©00 j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). O00 1. Location of proposed concrete washout area(s). 0 0 M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 0 b. Construction Entrance &Site Access. 000 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g.infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** El I Additional Information is Required. Reviewed & IStormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM t SWCP Check List-TOS MAY 2014 of F04 ��o Gym BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD Ca • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 yjj�l �a0� Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date /2ZU 2020 Customer Name ,� X 1 O�� ) Electrician Name �G Address a� 5_" 'PLLMA Phone a6070 e-mail G e-mail G A (- Phone ILicense# 6 6 11 Rj, Size 2W A Phase_ t Overhead Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid for 9�s trom the date above. Authorized by C BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD cr., Town Hall Annex- 54375 (Main Road - PO Box 1179 4 -60 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny�9ov w seand(a�southoldtownny gov, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: - License No.: email: Address:_ Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: c Phone_No.: _ f _ . _ ` .( Bldg.Permit#: email- ® opt`ate !e"'7 - -Tax Map District:.._ 1000. Section: _ _.:. . _ Blodc _.. ...Lot.,____ 4. BRIEF DESCRIPTIONOF WORK(Please Print Clearly) r Circle All That Apply; Is job ready for inspection?: ES I O Rou h I Final Do you need a Temp Certificate?: YE "0 Issued On Temp Information: (All information.required) Service Size 1 Ph 3 Ph Size: A . #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information, - 2 2020 PAYIVIENT.DUE.WITH APPLICATION- OCT Q a � Q PERMIT# Address: f Switches I �� A % n A > Outlets Surface t Sconces. UC Lts ' Fans Fridge HW Exhaust Oven Smokes .� .��. DW .� Service Carbon . IVlicro.r .. Generator. Combo:: Cookto Tran fer AC AH Mini ` y Special: Comments: dr_'O'R�_ r� IL cC Y9 0,19 L__C�ve 0\ �� < { F0 r Town Nall Annex f ' Telephone S4375 Main Road j � Fax(631)734-9502 P_ O. Box 1.179 o z' Southold, NY 11971-0959 , '! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION.ANDIOR TIMBER CONSTRUCTION Date: September 4th 2019 Owinef- Karol Filipkowski Location of Property: Plum Island Lane Orient NY, Please take notice that the (check applicable line): New residenfial'structure Addition to existing residential structure a Rehabilitation to an existing residential structure .t. to be constructed-®r{performed at the sr bject property refd ence above wi{I Utilize { (check applicable lire): Truss type construction (TT). ,{ Pre-engineered wood construction:(P.M , V. Timber construction (TC-), in the following iocation(s)(check applicable fine): Y. " Floor framing, 1ndud0g girders and beams (F) Roof f arising (R) VFloor and roof framing (FR) ' Signature. Name (person submitting this form): Robert .,Wilson Capacity. (check'applicable fine): Owner f J _ Owner representative i TrussResReQlS.docx Effective WOWS l S -- 6" DIAMETER ZEFL:ECTIVE REO ROMAN ALPHANUMERIC = "OESIGNATt'ON-OF CONS T IZU ION (PIAS} #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF.NEW YORK STATE 2" MIN. � REFLECTIVE WRITE :% �..__-__..��;:.::_ .•w =�'tai'3t�I�' I'��t�t�t9i12'S'3"'RfJii�A'[::•,' .._ .— -- '_'••= ' .r.3 _.. COt1it'(y[CE(�IXI,-MATAR OE TRUSS CONSTRU,CTJOPi "F" FLOOR-FRMAINGARCLUDING --R', ROOF FR ZU41 VG aF•R" F60QR'AND ROOF TRLJ Ov �f J. VI's 1 PT4 G Y M SS I DB411 i [�.%�" \ a\J-SIGN- -DAT i .. NEYORK STY ITE DEPARTn IEE! .0 S lTE DIVISION OF CODE ENFORCE ENT AND ADMINISTRATION* I PIP I rill i Ma Fidelity National Title INSURANCE SERVICES,LLC DEC 2 0 2019 TITLE NO: 7404-007136 District: 1000 Section: 015.00 Block: 05.00 Lot: 034.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by 505 Plum Island Lane LLC and his/her predecessors in title since prior to July 1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: December 16, 2019 FIDELITY NATIONAL E INSURANCE SERVICES, LLC UVA Sworn to before me this J" 16th ay b�f_Dece m bq, 2019 COLLEEM K MCK. Notary Public,State of Now fork Nota6_iRuFli Tc`--/� No.CIZ16375097 F (guallfled in Suffolk County L- I COMMINIon ExpFres May 14,2022 sJ 24 Commerce Drive e Riverhead,New York 11901 @ (631) 727-0600 @ Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-007136 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-015.00-5.00-034.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to July 1983. SUBJECT PREMISES: 1000-015.00-5.00-034.000 Woodhollow Properties, Inc. Liber 7708 cp 106 TO Dated: 08/28/1974 Nan-Hsiung Chang Rec'd: 09/05/1974 Nan-Hsiung Chang Liber 9528 cp 167 TO Dated: 02/21/1984 Alexandra Caravanos Rec'd: 03/15/1984 Alexandra Caravanos Liber 12682 cp 950 TO Dated: 01/11/2012 Emanuel Polichronakis Rec'd: 01/23/2013 FIDELITY NATIONAL ITLE INSURANCE SERVICES, LLC Sworn to before me this JE DU A 16th y of Dece_ er, 2019 �NOtary. Public,State of Hew fork Notary Public NO.GIZI 7 097 B Qualified is Suffolk County Ccmmm sslon Expires ilfay 114,2022 24 Commerce Drive • Riverhead,New York 11901 • TZ'7=U6iT0`•1 . (631) 727-0606 RA � Fidelity National Title INSURANCE SERVICES,LLC Emanuel Polichronakis Liber 12891 cp 997 TO Dated: 09/06/2016 Callhome, LLC Rec'd: 12/12/2016 Callhome, LLC Liber 12973 cp 848 TO Dated: 05/14/2018 Karol Filipkowski Rec'd: 08/14/2018 Karol Filipkowski Liber 13031 cp 429 TO Dated: 09/23/2019 505 Plum Island Lane LLC Rec'd: 10/04/2019 LAST DEED OF RECORD PREMISES NORTH: 1000-015.00-05.00-024.018 Woodhollow Properties, Inc. Liber 8483 cp 120 TO Dated: 08/16/1978 Thomas J. Hamill Rec'd: 08/21/1978 Thomas J. Hamill Liber 9655 cp 237 TO Dated: 09/11/1984 John Lionakis and Carol Lionakis, his wife Rec'd: 10/10/1984 John Lionakis and Carol Lionakis, his wife Liber 12173 cp 939 TO Dated: 02/05/2002 Anne Lengyel Rec'd: 03/12/2002 FIDELITY NATION TLE INSURANCE SERVICES, LLC Sworn to before me this JEA DU A 16th day f De`cem e , 019 COLLEEN K MIC Notary Public _ Notary Public,Sta$e ofNem foris No.0I 216375097 I Qualified in Suffoui County Commission Expires May I4,2022 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 =" I Fidelity National Title INSURANCE SERVICES,LLC David Judlowitz, Executor of the Estate of Liber 12432 cp 996 Anne Lengyel, deceased, not found in Suffolk Surrogates Dated: 01/27/2006 Court Rec'd: 01/27/2006 TO David Judlowitz David Judlowitz Liber 12673 cp 788 TO Dated: 09/22/2011 Jason Neroulias and Rec'd: 10/13/2011 Paula Pescaru Neroulias, his wife LAST DEED OF RECORD PREMISES SOUTH: PARKVIEW LANE PREMISES EAST: PLUM ISLAND LANE PREMISES WEST: 1000-015.00-05.00-024.019 Edwin H. King and Frances C. King Liber 4289 cp 577 TO Dated: 04/15/1957 Woodhollow Properties, Inc. Rec'd: 04/22/1957 Woodhollow Properties, Inc. Liber 9721 cp 241 TO Dated: 01/17/1985 Ivan Supe and Janja Supe Rec'd: 01/24/1985 LAST DEED OF RECORD FIDELITY NATIONAL 7SURANCE SERVICES, LLC Sworn to before me this JE DU A 16th day of December,-201' 9 r ti Notary Public-- COLLEEN K SICK NotM Public,Male of NeW fOrk No.GIZ16375097 g Qualified In Suffolk County �ommisslon Expires May 14,2022 24 Commerce Drive • Riverhead,New York 11901 9 (631) 727-0600 • Fax: (631) 727-0606 } SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I OR }FlM ISE CASE°OIII Y .` OFFICE OF WASTEWATER MANAGEMENT ' ealth Department Ref -360 YAPHANK AVENiJE,SVITE 2C,YAPHANK,NY 11980 1 N° r (631')852-5.700 OR HealthWWM@suff6lkcountyny.gov { APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND- WATER NDWATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST-BE ORIGINAL.. ICTION Vin:° FOR ALL RENEWALS',AND TRANSFERS -- EXISTING REFERENCE NUMBER: } D'strict._ - _, - �� Section Bl eke' Tax Map No.: J -34 Nri1e of Crexl Aplicnt �'t".4; rt : � Mailing Addre ,. w � Em #1 Address (` . Name of Current Agent: Tel#: Mailing Address: `a Email Address: *If more than 6 years old and SCDHS site inspections have not been DATE OF ORIGINAL APPROVAL: performed,a new.application will be required ,SECTIIAN FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION _- Name of Previous Applicant/Agent: T'el#: I hereby transfer,all rights,and,interest in the above referenced permit to the new applicant named above; Signature-of Previous Applicant/Agent: Date: I S J (2N FOR TRANSFERS WITHOUT PREVIOUS-APPLICANT/AGENTPERMISSION Name of Previous Applicant's 7Tel#: ( - Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its sit,Qeq de�ig_ .. . Architect/Engneer/Surveyors9 signature: Date: 4 ."ECTIO FOR ALL RENEWALS ANDTRANSFERS Application is hereby made to [ 1 TRANSFER,'N RENEW(check applicable) a permit to construct in accordance with this application, 'surveys and plans submitted. I hereby.certify that I have examined this complete application and the statements therein are true and,correct,and that,all work shall be done in accordance with all applicable Town,County,State and Federal.Laws. "Any, false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York'State Penal Law." Signature bPCurrfent App :cant/Agent Date , MZZ IQ Print Name of Current Applicant/Agent Title t h DEPARTMl1T.t� 0 k. Pert,zs Tfansf rr dlR newe�d T nitl # : Numbet of$-drooa�s Appxo etl Signature cif beparttnentRepresentative - Date WWM-104(Rev. 02/12) ~ � � Instructions Applications that received Health Department approval more than six (6)years ago and,have not been inspected by the Health Department,are not transferrable or,renewable. The applicant must submit a completely new application package and fee, specific tothe type of project being proposed. For information and form,s, call (631)852-5700, email HealthWWW&suffolk ov,,or visit www.suffolkcoun . ov/Health under"Documents and Forms'. TRANSFERRING A PERMIT Comp|etoSections 1and4, You rnuatalso comp�taedhar8eodpn2 (when prev�uaapplicant/agent[savailable) or Section 3(when previous applicant/agent ksnotamai[a � �neither Section Permit cannot betransferred. The app|icantmuotsubnnitanew application package and fee specific to'the type of project being proposed. A. Application fee: See current fee schedule. A"Residential Construction-Single Famih+Transfer"fee will ba required as well as a "Res'idential Constructibri-Single Family-Renewal"fee if the permit has expired. B. |fyou require add|tiona| copieaofthep[eviouaHea|thD pi approval of the project(for TuwnyVi||ayeBuilding Dept., etc.), please submit three (3) original prints ofthe site plan/survey previously approved bythis Department for this project. Additiona||nformatioomay be required. C. If youare transferring opermit submission that has not yet reoekmdapproua|from thisplease submit all outstanding items required to allowthe issuance of a permit by this Department. Refer tothe latest Notice ofIncomplete Application and/or Notice of Non-Conformance-Residential (Forms WWM-042 &043) pneparedforyour project. Complete Sections 1 and 4. A. Application fee: See.current fee schedule. A"Residential Construction-Single Fmmi|y-F<enevva|"fee will ba required as well as a ^Besidenbka( Construction-Single Family-Transfer"fee,ifthe permit imalso being transferred. B. If you require additional copies ofthe previous Health | Lappnova| ufthepr jeot(forTovvn3/i||age8uUding Dept., etc.)^please submit three Sloriginal prints of the site plan/survey previously approved bythis Department for this project. Additional information may be required. C. If the original date of issuance is greater than six (6)years old and inspections have been. conducted by the Health Department, submit this form along with afull residential permit fee, see current fee schedule. If the original date ofissuance iagreater than six (0)years old and inspections have not been conducted bythe Health Department, the application cannot Uerenewed. The applicant must submit acompletely new application package and fee, specific tothe type ofproject being proposed. ' REVISIONS TO EXISTING PERMITS If you are,transferring and/UrfenowinW an application and are also making any minor modifications tothe project that differ from the originally,approved permit, you must submit three (3)original prints ofa,site plan orsurvey that clearly show your project revisions. Anadditional fee may berequired ifthe revisions urmodifications are deemed tobe substantial in nature. GK ATURES MUST BE ORIGIN PTED. PHOTOCOPI `u��» �«»� \&�W��-l04(I�ev.82/l2) --' i GRADING PLAN SCDHS REF# R10-16-0055 SURVEY OF PROPERTY F.F. EL. 13.5' 4"PIPE APPROVED AT ORIENT TOWN OF SOUTHOLD FINISHED GRADE EL. 10.5' / SUFFOLK COUNTY N. Y. I.E. z sn 9.6' ,E 1000 GAL /E - -�- ; --- �AMFD 1000-15-05-34 9.3' SEP rIC I.E. TANK 8.6 8.5' 6�OOL TNG ;ST:' SCALE.• 1'=40' 1 J.o' MIN. --- � MAY 10, 2016 EL.0.4' LP;� J + JANUARY 12, 2016 ; GROUND WATER 41 o MA Y 17, 2016 (REVISIONS) LOT 17 SEPTEMBER 25, 2019 (BUILDING FOOTPRINT) PROPOSED SEP77C SYSTEM - 4 BEDROOM I DWELLING [3] 8 FT. DIA.x 4 FT. HIGH PRECAST CONCRETE LEACHING POOLS \WITH 3' SAND COLLAR X ABOVE GROUND WATER [1] 1,000 GALLON SEPTIC TANK. I WELL TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERI VCES SPECIFICATIONS , v� RAIN RUNOFF CONTAINMENT I DWELLING HOUSE 1518 sq.ft. SEP 77C --' 1518 x 1 x 0.17 = 258 cu.ft. I CMF S88'57'40"E 200.0 ' CLEAR 258/42.2 = 6.1 VF EL.10.e' 0 fL.ro.s DRIVEWAY PERVIOUS 600 S .ft. 15' SIDEYARD`,S--- O` fL.f0.7' ( � q r- o 580 x 0.8 x 0.17 = 78.9 cu.ft. b I --------, ----------15,5- ---T i ui 78.9/42.2 = 1.9 VF O �� 0 16.0' .0'17:0' pROPos�o PERVIOUS N ARE4'.1 cl - pRNMAY OF , 8.0 VF TOTAL N ;t, ^is.o' �cRAva Y t _ __ -- ,sEP77C •- mI - 20' 53.7' 150'___ --- PROVIDE (2) DRYWELLS - I � I� --- - ---- LOT 1 �; ---- of �4. Im -rrlin _ 80 X 4 DEEP LOTNom 173 I a� b a VACANT VACANT �; N® N oo ;Z VERY THICK ; �0 ,� I BRUSH i a s * �o' - i e:_s tP; �' DWELLING of*W 20.0' A 4 I miri N PROPOSED 40' FRONT SETBACK iM - - min NO `y1LPfWELL - HN OLE ;EP; EL.10. O n ---------------- EL.9.4' EL.10.0' �1 N88'57'40"W CONCRETE CURD 200.00' , ti E9.2• PARKi, VIEW LANE EL.9.7' PARK VIEW LANE e SOUTHOLD TOWN OF DWELLING DWELLING (RECHARGE BASIN) I ° , WELL & SEPTIC 150' + Ir- ++ t l LP, CERTIFIED T0: ® = PIPE JOHN NIGRO CLAIRE NIGRO ■ = MONUMENT FIDELITY NATIONAL TITLE SERVICES,LLC ELEVA TIONS ARE REFERENCED TO NA VD 88 7ES T HOLE DATA MCDONALD GEOSCIENCE 04/05/16 EL-10.1' rwy LOT NUMBERS SHOWING 1l ARE REFERENCED TO DARK BROWN LOAM OL OF vv/ "MAP OF ORIENT-BY-INE-SEA, SECTION ONE" FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON NOV. 21, 1951 AS MAP NUMBER 2777 BROWN S/LT ML 'a'`T � •� LOT NUMBERS SHOWING 7 ARE REFERENCED TO • r ..r 1 . {?,; "MAP OF ORIENT-BY-THE- EA, SECTION THREE" FILED /N THE OFFICE OF BROWN SILTY SAND WITH HEAVY GRAVEL SM ': sty" t AREA=25,000 SQ. FT. THE CLERK OF THE COUNTY OF SUFFOLK ON OCT. 16, 1974 AS MAP NUMBER 7703 ----- g' '- BROWN FINE' TO COARSE SAND SW -- 9.7' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION .. =•''` OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. OF SEC770V 7209OF THE NEW YORK STATE EDUCATION LAW. LIC. N0. 49618 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS WATER IN BROWN FINE TO COARSE SAND SW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS PECON/C SURVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F HEREON ATE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 17� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. NO 7E.- WATER ENCOUNTERED 6.7' BELOW SURFACE WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 15-233 . 1 GRADING PLAN F.F. EL. 13.5' 4" APPROVED SURVEY OF PROPERTY PIPE AT ORIENT FINISHED GRADE EL. 10.5' TOWN OF SOUTHOLD HOLD ' ti SUFFOLK COUNTY N. Y. 9.6 L E 1000 GAL. = FRq? n N 3 9.3 TANKC 8.8' �.E 8' LEACHING to _- Mfg ;LP' OUSE � -� POOL a: ;S Tj 1000-15-05-34 t�. b� 1 , SCALE. 1'=40' �» 3 0' MIN. JANUARY 12 2016 cs EL.0.4' -- , LP,' .I 05-10-izo16 GROUND WATER MAY 10, 2016 y- J Yaccone PROPOSED SEPTIC SYSTEM ' LOT 174 J Lo MAY 17, 2016 RE/ISIONS [3] 8 FT. DIA.x 4 FT. HIGH PRECAST CONCRETE LEACHING POOLS DWELLING \WITH 3' SAND COLLAR 3' ABOVE GROUND WA TER [111,000 GALLON SEPTIC TANK. TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF WELL HEALTH SERI VCES SPECIFICA TIONS A RAIN RUNOFF CONTAINMENT o HOUSE & GARAGE 1291 sq.ft. , DWELLING 1291 x 1 x 0.17 = 219 cu.ft. I QUF S88 57'40"E r SEPTIC _ 219/42.2 = 5.2 VF EL1o.e• 200.00 P/PE CLEAR DRI VEWA Y (PER MOUS) 600 sq.ft. o W EL.1o.9• 600 x 0.8 x 0.17 = 81.6 cu.ft. ec 1Lr/Nc _ pI 81.6/42.2 = 1.9 VF so.o' r — — — —'— — _ _ _ - +o.o' p EL1o.r O REAR—i l� i � �W FRONT 7.1 VF TOTAL tri ( N AREA' PROVIDE (2) DRYWELLS N I - 50' ----------- ,SEP77C; ;- 80 X 4' DEEP O -"- -------=---- awl o t&9 ----------- LOT ------------ LOT 173 1� i1 -- - N PROPosm ---------- � DRIVEWAY`.` � _-- --- VACANT VACANT m l r COVERED 213' w I DECK FTOP. 2 STY. ' VERY THICK I SCREFNED $o b FR mR NousEs.o O.ory�c a �L PORCH frn.fi el.13.5' 6.0 I 11 BRUSH I h Q D WE LLING O L. — BUmDING _10.0 36.0' `^' mi-n.,--- 04 fri : .,•. .. --..« _-.�,_--_.� N PROPOSED ENVELOPE 150' --- ------;,LP. LP,min "�.� -.. ---------------------------------------------- E,XC a. gg . N 'AV1'1`l'IUnJ 1^dSa'i:C'1'it�iV�:P:^' lfl�'il C _. r:a; c#., ''► T! ^ Z o HOLE IEP` o gy o2 .rnRY SvSTr?.2 ?� .. '; O F I EL X3Y2r T . .11E'nAT?:'rh,Ry7S,j'j - �L? LCar^s'1 EL9.4' ---�_ N88'57'40"W cavcxrE>E cuae 200.DO' ti ► , ,L AIM LATE_ rVIUST I 9�' PARK VIEW LANE Selo rN ON FINT L S�,jTy 9 r PARK VIEW LANE SOUTHOLD TOWN OF I DWELLING (RECHARGE BASIN) DWELLING WELL & SEPTIC o � � 150' + f + SUFFOLK COUNTY F.)r- fr i!,i;T„.F s a� PFPPfl T x 077 APP „ , � ,iG �'�i., C,� ;}•a, c;: c.:,�.. ,LP; .y PIPE ,? ~ ® = PIP ® = MONUMENT CERTIFIED JOHN NIGRO CLAIRE NIGRO FIDELITY NATIONAL T1TLE SERVICE$,LLC �'0^ ELEVA 770NS ARE REFERENCED TO NA VD 88 TEST HOLE DATA MCDONALD GEOSCIENCE :a.... 4r ”' a r: ..; �'r.."t:,. Ca."` `'r� `^s'�� Al C:. �4»w 04/05/16 LOT NUMBERS SHOWING 1] ARE REFERENCED TO EL 10.1• DARK BROWN LOAM OL MAP OF ORIENT—BY—THE—SEA, SECTION ONE' FILED IN THE OFFICE OF THE ---" 11 CLERK OF THE COUNTY OF SUFFOLK ON NOV. 21, 1951 AS MAP NUMBER . 2777 BROWN SILT ML � ^ {� LOT NUMBERS SHOWING ------- HOWINGQ AARE REFERENCED TO 'MAP OF ORIENT—BY—THE , , SEC77ON THREE" FILED IN THE OFFICE OF BROWN SILTY SAND WITH HEAVY GRAVEL SM t1 �> :- " ;• THE CLERK OF THE COUNTY OF SUFFOLK ON OCT. 16, 1974 AS MAP AREA=25,000 So. FT. ' NUMBER 7703 9' BROWN FINE TD COARSE SAND SW ANY ALTERATION OR ADDITION TO THIS SURVEY IS AVIOLATION - 9.7' b OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. r EXCEPT AS PER SECTION 7209—SUBDlV1SlON 2. ALL CERTIFICATIONS WATER /N BROWN FINE TO COARSE SAND SW OF SECTION 72090F" THE NEW YORK STATE EDUCATION LAW. ` (}!, lD " EXCEPT A"' PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS DEC 2 0 2C";9 N. YS. LIC. NO. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 17' HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PECONIC SURVEYORS, P.C. WHOSE SIGNATURE APPEARS HEREON. NOTE WATER ENCOUNTERED 6.7' BELOW SURFACE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR _ (631) 765-5020 FAX (631) 765-1797 WHOSE SIOVA7URE APPEARS HEREON. P.O. BOX 909 1230 TRA VELER STREET SOUTHOLD, N.Y 11971 15-233 SCDHS REF# R10-16-0055 SURVEY OF PROPERTY N AT ORIENT T 0 WN OF SO UTHOLD qz Sry SUFFOLK COUNTY, N. Y. MFO 1000-15-05-34 SCALE. 1'=40' JANUARY 12, 2016 HO,,SF TMAY 10, 2016 J MAY 17, 2016 (REVISIONS)LOT 17 3 SEPTEMBER 25, 2019 (BUILDING FOOTPRINT) DWELLING JANUARY MARCH 10 2020 (FOUNS DA TION LOCATIHD ON WELL I � � DWELLING - fn t SEP77C cMF S8857'40"E = 200.00' EL 10.9' CLEAR EL 10.8' ' ao rt c6 O' £L 10.7' p t 5.6 N ;AREsI OF I ,,SEP 77C,% - -E- 0-ul , -------------- --------------------------- 53.7' - ---------------- -- M1 LOT -------- o0 2.0' - - LOT 173 Wp ZZ WoQW2.3VACANT bao6 VACANT o DWELLING(VERY THICK)BRUSH 20.0' N 56.2' N o• `" N ? HOE� N O I IZ - ----------• EL9.4' � EL 10.0' Q� N88'57'40"W t CONCRETE CURB 200.00 EL.9.2' PARK VIEW LANE EL 9.7' PARK VIEW LANE i SOUTHOLD TOWN OF DWELLING DWELLING (RECHARGE BASIN) WELL & SEPTIC 150' + o r ' I + ; ® = PIPE ® = MONUMENT ELEVA 7701VS ARE REFERENCED TO NA VD 88 TEST HOLE DATA Mc00NALD GEOSC/ENCE 04/05/16 EL 10.1' LOT NUMBERS SHOWING 10 ARE REFERENCED TODARK BROWN LOAM OL "MAP OF ORIENT—BY—THE—SEA, SECTION ONE" FILED IN THE OFFICE OF THE ----- 1 CLERK OF THE COUNTY OF SUFFOLK ON NOV. 21, 1951 AS MAP NUMBER 2777 BROWN SILT MLt LOT NUMBERS SHOWING 7 ARE REFERENCED TO ^;'•`' `i�`' , 'MAP OF ORIENT—BY—THE— EA, SECTION THREE" FILED IN THE OFFICE OF BROWN SILTY SAND WITH HEAVY GRAVEL SM AREA=25,000 SO. FT. THE CLERK OF THE COUNTY OF SUFFOLK ON OCT. 16, 1974 AS MAP NUMBER 7703 ----- 9' BROWN FINE TO COARSE SAND SW / ELa4' ----- 9.7' ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF ,. LIC. 740. 49618 SEC77ON 7209 OF THE NEW YORK STATE' EDUCATION LAW. EXCEPT WATER /N BROWN FINE TO COARSE SAND SW PECON G'-SURVEYORS, P.C. AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON (631K;165=5020`FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY /F SAID MAP 17' P.O. BOX 909 OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR WHOSE NOTE' WATER ENCOUNTERED 9.7' BELOW SURFACE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOU7NOLD, N.Y 11971 15-233 i } SCDHS REF#� R10-16-0055 SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD ?S� SUFFOLK CO UNT�; N. Y, _. 1000-15-05-34 SCALE. 1'-40' lip '- + JANUARY 12, 2016 . o MA Y 10, 2016 LOT 1' MAY 17, 2016 (REWSIONS) DWELLING SEPTEMBER 25, 2019 (BUILDING FOOTPRINT) JANUARY 7, 2020 (HD COMMENTS) MARCH 10, 2020 (FOUNDATION LOCA TION) WELL DECEMBER 13, 2021 (FINAL) DWELLING IPOLE SEPTIC FE COR CMF S88'57'40"E ' CLEAR SEPTIC LOCATION OSS 200.00 0.4'E EL.lO.B' EL.10.9' P/P AAs ��s POST& WIRE FE ' e' GATE00 S7EEL GRATE " 18' 47' OUT SWING BLUE STONE„'GRAVEL O' EL.10.7' PORCH,' LN 29' S9' OO a E�T rI. 15.8' DRIVEWAY p�f r,16.1' 4.t' 7.1 SCI ELECTRIC � �AREA\ L.r G 40' 6D' ((� I ) O o Fin.Flr.EI. n UNE .--------------- - -.._ --" P 7 N pW LUE STONE, �14.t .:!o �' /w $ ,$EP77C r_ x B.$.0' PATIO 16.1' ?2.0 53.7' _. LP3 28.5' 45.5' e � - ---- -- o o _ - - - LOT 173 LOT 1 POOL- W �O= BRICK L In rn F a �M 3' 1� VACANT *C'4 I o x m • 2O IxI I $ 103. O` •, DWELLING ts.7'POOL 20.0' NNx FI POST 56.2'_ WQ� CONC WALL I/E SLA\L I_ ST o` W ire �7EST N WLHOLE LEL10.1' _ _ -- ------ I ' a BURIED x - - !I PROPANE FE COR k TANK p e EL.9.4 POST k WIRE FE EL.10.0' • ' .1 N N88*57'40'*W ; CONCREX CURB 200.00' 9.2' PARK VIEV LANE EL 9.7' PARK VIEW LANE , _j m N SOUTHOLD TOWN OF DWELLING I � .. DWELLING (RECHARGE BASIN) WELL & SEPTIC 150' + r r oR Fir I � ' + FER 17 2012 ' BLIILDIN., DEri. TOW?J OF' OpUTHOLD ILP PIPE® = PIPE ■ = MONUMENT ELEVA 77ONS ARE REFERENCED TO NA VD 88 'r TEST HOLE DATA SUFFOLK coU:vTv DEPARTMENT of HEA,LTH SERVICES McDONALD GEOSCIENCE APPROVAL OF CO?d'STRUCTED WORKS FOR EL 10.04/05/16 FFrrcc�� A SINGLE rA '-LY RL'SIDEIVCE F NEW Yp 1 DARK BROWN LOAM OL Date X10 ' 2pn H.S•Ref.No.� !� _v dsS �P�P J•MET LOT NUMBERS SHOWING 1❑ ARE REFERENCED TO 2 "MAP OF ORIENT-BY-THE-SEA, SECTION ONE" FILED IN THE OFFICE OF THE ---- CLERK OF THE COUNTY OF SUFFOLK ON NOV. 21, 1951 AS MAP NUMBER The sewage di3p0�3c^I a t�»?c t SU,-,*h "�;es at the►ootits have hem BROWN SILT ML inspected and/or ccr�,'':ed M1 Nis�J•mtrterlt or oftr a e �s 2 W found t0 2777 -- 3' be satisfbe ry FOR A MAXIMUM LOT NUMBERS SHOWING 7' ARE REFERENCED TO F _j4_ BEDROOMS. "MAP OF ORIENT-BY-THE-'SEA, SECTION THREE" FILED IN THE OFFICE OF BROWN SILTY SAND WITH HEAVY GRAVEL SM AREA=25,000 SO. FT. /�'/," � �•� � � 9 - '�''=%t' °' THE CLERK OF THE COUNTY OF SUFFOLK ON OCT. 16, 1974 AS MAP - . ° . '�`{.-.%:= : '': Na 05�► � NUMBER 7703 ----- e' BROWN FINE TO COARSE SAND.SWE.^ ° ', 4 N.Y.S LIC. NO. 49618 EL 0.4' ----- 9.T N.Y.S. LIC. NO. 051132-01 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT WATER IN BROWN FINE TO COARSE SAND SW PECONIC SU MORS, P.C. AS PER SEC77ON 7209-SUBDIVISION Z ALL CERTIFICATIONS HEREON , (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY lF SAID MAP 17' P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSErCE SIGNATURE APPEARS HEREON. NOTE: WATER ENCOUNTERED 9.7' BELOW ' 1230 7RAVELER STREET SOUTHOLD, N.Y 11971 15-233 'A K FILIPKOWSKI RESIDENCE PLUM ISLAND LANE ORIENT N . Y. SZENK ATELIER LLC 92 LANCIA DRIVE EAST NORWICH NY 11732 "2'-0" --16'-0"- --x TEL : 516 - 343 - 5928 a sze n k@ g m a i I . co m o c A, GENERAL NOTES j1. All work shall conform to the requirements of the Residental Code of New York l State, County and Town Department Regulations, Utility Company requirements and 1 best trade practises. 14" TJI 360 JOISTS @ 16" OC > 2. Before commencing work the Contractor shall file all documents required by the PATIO Building Department, pay all fees required by local agencies and obtain all required PATIO PAVERS ON 4" REINFORCED CONC. SLAB O permits. ON 4" COMPACTED GRAVEL. SLOPE 1/4" PER FT. UNHEATED CELLAR i AWAY FROM FOUNDATION WALL. i 1 3. The Contractor shall Visit the Site and verify all dimensions and the existing �p PROVIDE EXPANSION STRIP 4" CONC. SLAB �p conditions affecting the work prior to construction. Any discrepancies which would 0 1 interfere with the satisfactory completetion of the work described herein shall be ` reported to the architect or property owner. Do not start work until such conditions e have been examined and a course of action mutually agreed upon. Failure to notify 0 1 the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and (� engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the 1 job site at all times 0 6. The drawings are not to be scaled under any circumstances. 7'-4" 7'- 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures -- ---- 3-1-3/ ® ) including storage and toilet facilities,protection of existing work to remain,access to x VL GIRDE _ _t24"!24"xff ' work area, hours of permitted work,availability of water and electric power and all OL. ON �- other conditions and restrictions for this particular location in order to execute the CONC. FTG. work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 0 1 it I 9. The Contractor shall provide all dimensions and cut-outs for other trades. The Contlractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed HEATED STORAGE SPACE persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. �n 2X4 @ 16" OC PARTITIONS W/ 0 o w R-15 INSULATION 12. The Contractor is solely responsible for construction safety and shall hold the UNHEATED CELLAR a I 1/2" GYP. BD. @ INTERIOR 5/8" GYP. BD. @UTILITY RM. 4" CONC. SLAB owner and architect harmless from litigation arising out of the Contractor's failure to _ w I = I Ln provide construction safety means and methods. LU <n ¢ 0 - a o I XI CONSTRUCTION NOTES c� F I 1 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. o I 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. N I O I o I 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. rli� � I _ I TIS copper termite sheild. 00 4. Shingle sidling shall conform to ASTM D 3679 and be installed in accordance 1 a o I i' N with the New York State Building Code and manufacturers specifications. � ~ — /�•� i 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed — — ` upon by an engineer and certificates shall be issued stating same. o 3'-Y 3'-62" 6. Unless otherwise noted all framing and structural wood components shall be O ONE STEP UP #2 or better Douglas Fir. w 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) UTILITY ROOM a or as specified in R301.2.1.1 HEADER TYP. 1-3/4"x11-7/8" HMASONRY STOOP & STAIRS ` i __ ) 0 ^ 8. All building envelope components shall comply with Chapter 6 of the Energy -- _ (n Conservation Code of the State of New York. 1 — — — — — — — — — — — ' TO CODE. J i 9. Fireblocking shall be provided in all wood framed construction in accordance p I W/ 5/8" GYP. BD. @ COMMON WALLS & CEIL. w \ M COND. FURNACE TO PROVIDE FIRE RATING w o with NYS Code R 602.8 to form an effective fire barrier between stories and N 3 _ _ _ _ _ _ _ _ — _ _ 1 between the top story and roof space. 10. Protectiveanels shall be p provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic 4'-42" 11'-6" -42" '-12"6 '-4" 8'-0" 8'-0" and climatic criteria as stated in the following table. 2'-0" 20'-3" 3-" 12'-5-" 16'-0" 4'-0" GEOGRAPHIC & CLIMATE DESIGN CRITERIA 64'-0" GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH amen lot\ SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" FOUNDATION PLAN dG S ►W, l �_" �� TERMITE THREAT MODERATE TO HEAVY 1 /4" = 1 -0 7.2 7. 1 9 pa ry DECAY SLIGHT TO MODERATE REV. 1 2.5.2 1 Y �"``�`''� r , `-� WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED WINDOW SCHEDULE DOOR SCHEDULE A 101 FOUNDATION PLAN A 102 FIRST FLOOR PLAN TYPE RO NOTES TYPE UNIT NOTES A 103 SECOND FLOOR PLAN OANDERSON 100 SERIES 2'-6"x1'-6" R.O. OLID CORE, METAL �= WHITE W/ SCREENS � 3'-0"x6'-8" FIRE-RATED FOR UTILITY RM. A 104 ELEVATIONS � L� ; � ; , i, `, ir� ��` 2616 VINYL AWNING FLUSH PANEL SELF CLOSING A 105 ELEVATIONS ANDERSON 400 SERIES ANDERSON PATIO DR 6'-0"x O P3560 PIC. FIXED 3'5-3/8"x6'0-3/8" RO © FWH 6080 APLR HINGED SCREENS A 106 SECTIONS Ip 7'-1 1-1/2" HARDWARE - OWNER'S CHOICE 3 ANDERSON 400 SERIES 3'-5-3/8"x3'-5-1/4" RO WHITE W/SCREENS ANDERSON PATIO DR. - x INSTALL W/ SIDELITES A 3535 OPER. AWNING © FWH 3180 AR 7'-11-1/2" HARDWARE - OWNER'S CHOICE C'.S O4ANDERSON 400 SERIES 4'-9"x3'-5-3/8" RO ANDERSON SIDE LITES 1'-7-1/2"X L CW 235 CASEMENTS WHITE W/SCREENS O FWSLT 1780 7'-1 1-1/2" ANDERSON 400 SERIES 3'-0-1/2"x5'-0-3/8" RO5 ANDERSON PATIO DR. HINGED SCREENS CXW 15 CASEMENT WHITE W/SCREENS EO FWH 60611 APLR 6'-0"x 6'-1 1" HARDWARE - OWNER'S CHOICE w. .,...,• ANDERSON 406'-0-3/8"x3'-5-3/8" RO P6035 FIXED UNIT O � - O o FOUNDATION PLAN � "'� ► + �`'�.`"*"* `x. ANDERSON 400 SERIES 2'-8"x2'-8" RO INTERIOR FL. PANEL WHITE W/SCREENS G CLOSET DOORS (2) 4'-0"x6'-8" HARDWARE - OWNER'S CHOICE AX281 AWNING '�✓ '' r - , � ANDERSON 400 SERIES 2'-8"x5'-0-3/8" RO WHITE W/SCREENS O CX15 CASEMENT C f1 t .+ t ANDERSON 400 SERIES 4'-9"x5'-0-3/8" RO WHITE W/SCREENS CW25 CASEMENT O ANDERSON 400 SERIES 3'-0-1/2"x2'-8" RO WHITE W/SCREENS SCALE AS NOTED AX31 AWNING O JULY 2019 INTERIOR FL. PANEL 2'-6"x6'-8" HARDWARE - OWNER'S CHOICE r •, /�j *•,`= © INSUL. FL. PANEL 3'-0"x6'-8" �'� CELLAR DR n `*,� ;p INSUL. FL. PANEL — ■ H O � O � i- ` CELLAR DR 3'-0"x6'-8" h*Tim ^ �• <t FL. PANEL CELLAROF 6 r 01S� FI LI PKOWSKI RESIDENCE PLUM ISLAND LANE 3.aa ORIENT N .Y . �-- SZENK ATELIER LLC 92 LANC IA DRIVE EAST NORWICH NY 11732 2'-0" 16'-0" TEL : 516 - 343 - 5928 a s z e n k@ g m a i I . c o m o � r Al l GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York ( State, County and Town Department Regulations, Utility Company requirements and - best trade practises. 14" TJI 360 JOISTS @ 16" OC 2. Before commencing work the Contractor shall file all documents required by the PATIO Building Department, pay all fees required by local agencies and obtain all required PATIO PAVERS ON 4" REINFORCED CONC. SLAB permits. ON 4" COMPACTED GRAVEL. SLOPE 1/4" PER FT. UNHEATED CELLAR0 3. The Contractor shall visit the site and verify all dimensions and the existing 1 AWAY FROM FOUNDATION WALL. 11 1 �0 PROVIDE EXPANSION STRIP 4" CONC. SLAB �. .p Conditions affecting the work prior t0 construction. Any discrepancies which would LU interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions ohave been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. Cn 5. The Contractor is to maintain a complete and up to date set of plans on the U);- 1 1 job site at all times 0� ° 1 6. The drawings are not to be scaled under any circumstances. 7'-4" 7'-4" 7. It shall Ibe the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to _ - - �VL - - - 3 1 3/4"x14" GIRDER _ _ work area hours of permitted work,avaiability of water and electric power and all 3" STEEL COL. ON - other conditions and restrictions for this particular location' in order to execute the 24"x24"V" CONC. FTG. ( O work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 0 0 9. The Contractor shall provide all dimensions and cut-outs for other trades. (1) r I II I 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed HEATED STORAGE SPACE persons who shall arrange for and obtain all required inspections.The General 2X4 @ 16" OC PARTITIONS W/ Contractor shall be responsible for scheduling all other inspections as required. ° R-15 INSULATION 12. The Contractor is solely responsible for construction safety and shall hold the ° UNHEATED CELLAR ° it I 1/2" GYP. BD. @ INTERIOR CD owner and architect harmless from litigation arising out of the Contractor's failure to D 4" CONC. SLAB ° w I 5/8" GYP. BD. @ UTILITY RM. = T II � r provide construction safety means and methods. co x CONSTRUCTION NOTES LL 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. ~ ~ I 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. MI °° I 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. f Y`YY �YY� YYYYY vYY Yf00 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance a o N with the New York State Building Code and manufacturers specifications. WIDOW ~ ZA 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed W LL To — — — upon by an engineer and certificates shall be issued stating same. M ET Q01-3/4"xl 3'-( 3'-61 -- 6. Unless otherwise noted all framing and structural wood components shall be Hbb�iC DE ONE STEP UP #2 Or better Douglas Fir. w&D < 7. All framing techniques and methods shall be as prescriptive design based on `� AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 MASONRY STOOP & STAIRS O1-7/s" HEADER TYP. 8. All building envelope components shall comply with Chapter 6 of the Energy — — - - — — — —- UTILITY ROOM '� Conservation Code of the State of New York. p FINISH W/ 5/8" GYP. BD. 9. Fireblocking shall be provided in all wood framed construction in accordance e � @COMMON WALLS & CEIL. w � 1 — — Q i — — — — — — — — — COND. FURNACE TO To PROVIDE FIRE RATING w z0 with NYS Code R 602.8 to form an effective fire barrier between stories and �, 3 ` — — — between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic '-42" 11'-6" '-42" '-12" '-4" 8'-0" 8'-0" and climatic criteria as stated in the following table. 20'-3° -32° 12'-52"1s'-o° -o° GEOGRAPHIC & CLIMATE DESIGN CRITERIA 64'-0" GROUND SNOW LOAD 45 psi WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE 7. 1 9 FOUNDATION PFROST LINE DEPTH 36" FILAN TERMITE THREAT MODERATE TO HEAVY 1 OU = 1ON� LA DECAY SLIGHT TO MODERATE REV. 1 2.5.2 1 WINTER DESIGN TEMPERATURE 11 REV. 2.25.22 FLOOD HAZARD AS NOTED WINDOW SCHEDULE DOOR SCHEDULE A 101 FOUNDATION PLAN A 102 FIRST FLOOR PLAN TYPE RO NOTES TYPE UNIT NOTES A 103 SECOND FLOOR PLAN ANDERSON 100 SERIES 2'-6"x1'-6' R.O.O SOLID CORE, METAL FIRE-RATED FOR UTILITY RM. A 104 ELEVATIONS 2616 VINYL AWNING WHITE W/ SCREENS 3'-0"x6' " FLUSH PANEL 3'-0"x6'-8" FIRE-RATED CLOSING A 105 ELEVATIONS ANDERO P3560SON 400 PIC. FIXED ERIES 3'5-3/8"x6'0-3/8" RO ©FWH 6080 APLR ANDERSON PATIO DR 6'- 1 HINGED SCREENS A 106 SECTIONS D 7'-1 1 1-1/2" HARDWARE - OWNER'S CHOICE 3 ANDERSON 400 SERIES 3'-5-3/8"x3'-5-1/4" RO WHITE W/SCREENS © ANDERS08N ARTIO DP,. 7'-1'1x 1/2" HARDWARE/SIDELITE S CHOICE MAR— 2 2022 ED A 3535 OPER. AWNING INSTALL ANDERSON 400 SERIESANDERSON SIDE LITES 1'_7_1/2"x BUILDING DEPT. 4 CW 235 CASEMENTS 4'9"x3'-5-3/8" RO WHITE W/SCREENS O FWSLT 1780 7'-11-1/2" TOWN OFSOUTHOLD ANDERSON 400 SERIES 3'-0-1/2"x5'-0-3/8" RO ANDERSON PATIO DR. HINGED SCREENS 5 CXW 15 CASEMENT WHITE W/SCREENS OE FWH 60611 APLR 6'-0"x 6'-1 1' HARDWARE - OWNER'S CHOICE © ANDERSON _4_0_0_ 6'-0-3/8"x3'-5-3/8" RO O P6035 FIXED UNIT OAX2281ANDER AWNING SERIES 2'-8"x2'-8" RO WHITE W/SCREENS O CLOSET DOORS INTERIOR FL. I(2)EL 4'-o"x6'-8" HARDWARE - OWNER'S CHOICE FOUNDATION PLA N ANDERSON 400 SERIES 2'-8"x5'-0-3/8" RO WHITE W/SCREENS CX15 CASEMENT O OANDERSON 400 SERIES CW25 CASEMENT 4'-9"x5'-0-3/8" RO WHITE W/SCREENS ANDERSON 400 SERIES 3'-0-1/2"x2'-8" RO WHITE W/SCREENS AX31 AWNING O SCALE AS NOTED JULY 2019 10' ANDERSON 400 SERIES 2'-4-7/8"x3'-o-1/2" EGRESS 2'-6"x6'-8" HARDWARE - OWNER'S CHOICE CW 13 CASEMENT OK INTERIOR FL. PANEL INSUL. FL. PANEL +, © CELLAR DR 3'-o"x6'-8" �,�' '• f',.•'�'r INSUL. FL. PANEL A - 1013'-0"x6'-8" . 01 CELLAR DR CELLAR DR 1 OF 6 's INSUL. FL. PANEL I FI LI PKOWSKI RESIDENCE PLUM ISLAND LANE ORIENT N .Y. SZENK ATELIER LLC 92 LANCIA DRIVE EAST NORWICH NY 11732 4'-6" 3'-6" 3'-6" -6" 3'-4" TEL : 516 - 343 - 5928 ® 08 aszenk@gmail . com 1-3/4"x11-3/4" LVL HEADER TYP. J GRADE ) LEVEL TM I LANDING co ( 1 W , o Lo o ) � 1 1 I � e II�N 0 ® I BEDROOM # 1 z - U PATIO I 8'-0" CEIL. HEIGHT I ui O_� oa I � Ic � U JJ o COQ .-Id" F• Q` CO d i In O ` T I l N I v 14" TJI 360 JOISTS @ 16" OC m i r 3r3.r 4 lYY1 YYYY1 m 3'-71" 6'-0.. 3r-1r -6-0r3-166_4r '4 4 4 1 1. 1 r WLV7L -_( wI SSI K� )V M0 0 , 1 co r 0 rJ/ co cil�t m 3 J BATHROOM # 1 Q ~o w > 8'-0" CEIL. HEIGHT r n I O 14" 1-JI 360 JOISTS @ 16" OC LIVING ROOM I KITCHEN (Do 3'-0" ' 3'-o"Q e o w (CATHEDRAL CEIL.) w w I 8'-0" CEIL. HEIGHT TN i LL z d In LL - - wo I a SHOWER FOp (3) 1-3/4"x16" LVL RIDGE O J - - - - - - - - - - - - - - - - - - - - - - - -o4 W 2 2o o 62 J 'I m I W.C.ET ., I N co O 1' W p �N N N xl U_ @ g LU o Ir w PWD. RM a i o I I V) ~ w x I � J N I 14" 1JI 360 JOISTS Q 16" OC I ---- o MUDROOM/ENTRY I © N "' 8-0CEIL. HEIGHT (D a' I I o M I I N o (2) 1-3/4"x11-3/4" LVL HEADER TYP. MASONRY STOOP & STAIRS I I } e U) -- -- - I Z D- ,- -- - _ - -- - - -- - - - w U) O3 ® CLOSET CLOSET I INDOW SEAT _82.r '2 (2) 153/41"x11-3/4" 2- 1-8Z" <'3) – - —4'-41rr 11'-6rr r-42rr G 4'-74rr r-74r. _1�rr _6'-4`- 0'-3 '-4.,0'-3" 9'-32" 12'-51 16'-0" 4'-0" 2'-0" FIRST FLOOR PLAN 1/4" = 1'-0" 7.2 8. 19 REV. 12.5.21 WINDOW SCHEDULE DOOR SCHEDULE �- A 101 FOUNDATION PLAN A 102 FIRST FLOOR PLAN TYPE RO NOTES TYPE UNIT NOTES A 103 SECOND FLOOR PLAN 1 ANDERSON 100 SERIES 2'-6"x 1'-6" R.0. SOLID CORE, METAL FIRE-RATED FOR UTILITY RM. A 104 ELEVATIONS 0 2616 VINYL AWNING WHITE W/ SCREENS W FLUSH PANEL 3'-0"x6'-8" SELF CLOSING A 105 ELEVATIONS OANDERSON 400 SERIES ANDERSON PATIO DR 6'-0"x HINGED SCREENS P3560 PIC. FIXED 3'5-3/8"x6'0-3/8" RO © FWH 6080 APLR 7'-11-1/2" HARDWARE - OWNER'S CHOICE A 106 SECTIONS OANDERSON 400 SERIES 3'-5-3/8"x3'-5-1/4" RO WHITE W/SCREENS ANDERSON PATIO DR. '-1"x INSTALL W/ SIDELITES A 3535 OPER. AWNING © FWH 3180 AR 7'-11-1/2" HARDWARE - OWNER'S CHOICE ANDERSON 400 SERIESANDERSON SIDE LITES 1'-7-1/2"x CW 235 CASEMENTS 4'-9"x 3'-5-3/8" RO WHITE W/SCREENS O FWSLT 1780 7'-11-1/2" ANDERSON 400 SERIES 3'-0-1/2"x5'-0-3/8" RO E ANDERSON PATIO DR. - x6'-11" HINGED SCREENS CXW 15 CASEMENT WHITE W/SCREENS O FWH 60611 APLR 6' 0" HARDWARE - OWNER'S CHOICE s'V ANDERSON RIE 6'-0-3/8"x3'-5-3/8" RO , �."? © P6035 FIXED UNIT O ANDERSON 400 SERIES 2'-8"x2'-8" RO INTERIOR FL. PANEL O AX281 AWNING WHITE W/SCREENS 4'-0"x6'-8" HARDWARE - OWNER'S CHOICE FIRST FLOOR PLAN G CLOSET DOORS (2) "0 5' 8" 2' ANDERSON 400 SERIES - x - -3/8RO WHITE W/SCREENS O CX15 CASEMENT ANDERSON 400 �.� d r.�n' t; ( - O CW25 CASEMENT I 4'-9"x5'-0-3/8" RO WHITE W/SCREENS 0 ANDERSON 400 SERIES 3'-0-1/2"x2'-8" RO WHITE W/SCREENS 0 SCALE AS NOTED 10 AX31 AWNING JULY 2019 • M 2'-6"x6'-8" HARDWARE - OWNER'S CHOICE •�.. `:`; .�,, fg_ � INTERIOR FL. PANEL INSUL. FL. PANEL 3'-0"x6'-8" a . A — 102 . 0 1 a;- CELLAR DR CELLARFDRL. PANEL 3'-0"x6'-8" --�`' INSUL. FL. PANEL O - --<'` CELLAR DR 3'-o"x6'-8" .F RUSS PLACARDlNG REQ@.11RED FILIPKOWSKI RESIDENCE SCTM: 1000- 15-05-34 SCALE 1 "= 20' TOTAL AREA 25,000 SQ. FT. FOUCY,`!!:'i* 1:;'' MAX ALLOWABLE COVERAGE: 5000 SQ. FT. ( 20%✓ ')i- '.';-, ! _ PROPOSED LOT COVERAGE 2,331 SQ. FT. ( 9.3%)��J,i r„„ 'r;;- 2,2 4 PIPJ,, rF., CON!PLY WITH ALL CODES OF e. t�(� ,, r ; NEW Y,--,RK STATE & TOWN CODES ALLc'-,..�.,i ,.0 ,c •, - AS RECUIRED AI r l;r 'tl (- „�?�1i> t: YOM STATE. NO-i SOUTHN-ft ; 'G BOARD 7 S. 88' 57' 40" E 200.00' OLD TOWN TRUSTEES o � Y N`l.S.DEC } m UJ FD i65U T - - - - - - 0'-0" I I REAR YARD SETBACK FRONT YARD SETBACK F m 'E•, r 1 1 16'-32' N I 'J 7777� O °°a I O0 Ln Ln I I rn 7 T Blower door I �LL= i Y U) I '"111 Lf�."�'�`Ti�'s 1""*�, and ductwork ► W a- ir ..,ra LU I o o�w I testing required. I a ° I IfF CATICiV I I L r=_^U C0r4TEN'T BEFORE I I ?J :1CATE OF OCCUPANCY I 1 s, A-0Z DO NOT PROCEED WITH -I _ _ _ _ _ I ' _ ° DER USED W °✓+✓,�?TER FRAMING UNTIL SURVEY I 'J-`_'[ . '[."'SYSTEM SYSTEM C,�,1,�,','0 T OF FOUNDATION LOCATION %SCE-LLQ?/l0 OF I% LEAD, HAS SEEN APPROVED. I I a M w Tld- U) � W PLUMBING Must provide Manuals > /'.LL PLUMB'(°;G V1/MITE D J and S as per TK-t l ... .--_F0:`-::CUJFdN,G NYS Energy Code Ir O LL z N. 88' 57' 40" W 200.00' Q CIOJ PARK VIEW LANE n REScheck Software Version 4.6.4 Compliance Certificate :f • s - ra<r,;fr- Window 12:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0,280 4 SHGC:0 30 Window 12 copy 1:Vinyi/Fiberglass Prame:Double Pane with Low-E 13 0.280 4 Project Filipkowski Residence SHGC:0.30 (({{ } I��"�• Door 1:Glass 48 0.300 14 Energy Code: 2015 IECC (�,` M 5ZE/y` Location: Southold,New York D000ror I coopypy 1:Glass 48 0.300 14 P '1 SHGC:0.24 _ Construction Type: Single-family ro O Door 1 copy 2:Glass 48 0.300 I4 Project Type: New Construction SHGC:0.24 ti ` Conditioned Floor Area: 0 ft2 Door 4:Glass 25 0.380 10 W ♦ CD4 ` .' Glazing Area 18% SHGC:0.18 �l P ` Climate Zone* 4 (5572 HDD) Wall 2:Wood Frame.16"o.c. 1,135 19.0 0.0 0.060 57 iY Permit Date: ct j Permit Number: SHGC.0.32 Vinyl/Fiberglass Fra me:Double Pane with Low 16 0.280 4 y Window 14 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.280 4 Construction Site: Owner/Agent: Designer/Contractor: SHGC:0.32 TCZ' _e% t' Plum Island Lane loan Chambers Window 16:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.280 4 Orient,NY 11957 PO Box 49 SHGC:0.32 • r Southold,NY 11971 F (631)294-4241 Window 17:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.280 2 SHGC:0.32 !!1 Window 17 copy 1:Vinyl/Fiberglass Frame-Double Pane with Low-E 7 0.280 2 SHGC:0.32 Window 19:Vinyl/Fiberglass Frame.Double Pane with Low-E 13 0.280 4 J Compliance: 8.8%Better Than Code Maximum UA 559 Your UA:510 Maximum SHGC: 0,40 Your SHGC:0.28 SHGC:0.32 The%aere,or worse Than Cade mdey reneca how close to cemplance the house n based on code trad-ffrules. Window 19 copy l:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.280 4 / It DOF-5 NOT pmwde an estimate of energy use or cost relative to a mmhnum- ,ie Mme. SHGC:0,32 Window 19 copy 2:Vinyt/Fiberglass Frame:Double Pane Willi low-E 13 0.280 4 - SHGC: 032 Evel pe Assemblies Door 5:Glass J 25 0.300 8 - .�q•., ,. SHGC;0.18 ! C r.f r a = '�$� .F(f7a"^ Door 6:Glass 25 0.300 6 j... r > SHGC:0.18 Ceiling 1:Flat Ceiling or Scissor Truss 1,880 28.0 0.0 0.037 70 DSHGC:0124 4ss 2 0.300 13 Wall 1:Wood Frame,16"o c. 1,511 19.0 0.0 0.060 67 Wall 3:Wood Frame,16"o,c. 1,266 19.0 0.0 0.060 68 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 21 0.280 6 Window 22:Vi,Tyl/Fiberglass Frame:Double Pane with Low-E 16 0.260 4 SHGC.0.32 SHGC:0.32 Window 1 copy 1:Vlnyl/Fiberglass Frame:Double Pane with Low-E 21 0.280 6 Window 23:Vinyl/Fiberglass Frame:Double Pane With Low-E 8 0.330 3 SHGC:0.32 SHGC:0.31 Window 1 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 21 0.280 6 Window 23 copy 1:Vinyl/riberglass Frame:Double Pane wi6,Low-E 8 0.330 3 SHGC:0.32 SHGC:0.31 Window 1 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 21 0.280 6 Window 25:Vinyl/Fiberglass Frame:Double Pane with Low,E 24 0.280 7 SHGC 0.32 SHGC:0.32 Window 5:Vinyl7Fibergiass Frame:Double Pane with Low-E 12 0.280 3 Window 25 copy 1:Vinyl/Fiberglass Frame:pouble Pane with Low-E 24 0.280 7 SHGC:0.32 SHGC:0.32 Window 5 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.280 3 Window 25 copy 2:Vinyl/Fiberglass Prame:Double Pane with Low-E 24 0.280 7 SHGC:0.32 SHGC:0.32 Window 5 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.280 3 Window 25 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 24 0.280 7 SHGC:0.32 SHGC:0.32 Window 5 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0,280 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,496 38.0 00 0.026 39 $HGC:0.32 Window 9:VinyUFiberglass Frame:Double Pane with Low-E 21 0.280 6 SHGC:0.32 Window 9 copy 1:Vinyl/Fiberglass Frame'Doubie Pane with Low-E 21 0.280 6 SHGC:0.32 21 0.280 6 Project Title:Fitipkowski Residence Report date; 08/13/19 Project Title:FilipkowskiResidence Reportdate: 08/13/19 Data filename:C:\Users\QDust\OneDrive\Documents\FilipkowskiHouse\FJlipkowskiRC,rck Page 1 of 3 Data filename:C:\Users\QDust\One Drive\Documents\FiipkowskiHouse\FllipkowskiRC.rck Page 2 of 3 I SZENK ATELIER LLC 9 2 LANCIA DR EAST NORWICH NY 11732 ASZENK@a GMAIL . COM PLUM ISLAND LANE ORIENT N . Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 15-05-34 ZONE PROPOSED: 2'-0" 16-o' CONSTRUCT NEW, TWO STORY, 15 3 9 SQ. FT. SINGLE FAMILY RESIDENCE AS PER PLANS. WITH ATTACHED 666 SQ. FT. REAR PATIO O I , GENERAL NOTES U °O 1. All work shall conform to the requirements of the Residental Code of New York ( i a /I State, County and Towm Department Regulations, Utility Company requirements and I x U I best trade practises. 4' TJI iso JoisTs @ 16" oc I o z 2. Before commencing work the Contractor shall file all documents required by the I PATIO '•I ; ;UJ 0 I i W a Building Department, pay all fees required by local agencies and obtain all required I ' I ; .° I I PATIO PAVERS ON 4" REINFORCED CONC. SLAB i �(7 owpermits. ON 4" COMPACTED GRAVEL. SLOPE 1/4" PER FT. I �'I a roc 1 f— 0 3. The Contractor shall visit the site and verify all dimensions and the existing AWAY FROM FOUNDATION WAIL. U) PROVIDE EXPANSION S,RIP 7, IPO ^ i o�U~� I I ( conditions affecting the work prior to construction. Any discrepancies which would ( ! oN°O� / 6 oI interfere with the satisfactory completetion of the work described herein shall be P u, P property owner. Do not start work until such conditions �°om ` have been examined and a course of action mutually agreed upon. Failure to notify I I ��Zz reorted to the architect or I I o��a� the owner or architect of unsatisfactory conditions will be construed as an acceptance I m�nW I W,80 I I I I of the conditions to properly perform the required work. 'n 4. All work is to conform to the drawings and specifications of the architect and ww6 neer aOo° I I I 5ngiThe Contractoris to maintain a complete and up to date set of plans on the 000<', I I Q UN: >a I job site at all times N X X XaXvo 6. The drawings are not to be scaled under any circumstances. 7'-4" 7'-4" W . It shall be the Contractor's responsibility to ascertain all { p y prevailing procedures a 3-1-3/4"114" VL GIIRDER W n,access to I � �} including storage and toilet facilites protection of existingwork to remai 4_ _. .. . _ __. ..__ ..__ ..... ...... ... ........ ..__. .....___ _.... ...___ .._. .... ... �.....+ .... .n_.. __... -_.. __ .. . ._ _ -_ — — — — — — — — — — - work area, hours of permitted work,availability of water and electric power and all t I II 3",.STEEL EEL OI o - - T other conditions and restrictions for his particular location in order to execute the � 3 T COL. N •. I - t 24 x24'x12" CONC. FTG. I work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services — I temporarily disconnected while performing the work as required. oI 9. The Contractor shall provide all dimensions and cut-outs for other trades. `0 . I I Ii I i I Ch 00 10. The Contractor shall provide proper shoring and bracing for all remaining structure Ij I I prior to removal of existing structure. col I I 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed I ( � I; I persons who shall arrange for and obtain all required inspections.The General _.... ....1 I W I', I Contractor shall be responsible for scheduling all other inspections as required. UNFINISHED BASEMENT o I; I UTILITY ROOM I I o 12. The Contractor is solely responsible for construction safety and shall hold the i 4' CONC. SLAB a I I owner and architect harmless from litigation arising out of the Contractor's failure to • I I I FIMSH W/ 5/8" GYP. BD. I @ COMMON WALLS & CEIL. I provide construction safety means and methods. .«'w U) co > I X TO PROVIDE FIRE RATING O ( u~i c~n I s I TO CODE. CONSTRUCTION NOTES I F I I ( I 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. I a 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. - -� I a o I I copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 0 16. Unless otherwise noted all framing and structural wood components shall be — — — - I #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on aAF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) __1-771`71- -- -- - — '- -' -- ''- - — -� I MASONRY STOOP & STAIRS -- — — — -- '- - I d or as specified in R301.2.1.1 1- /8" H�ADFR TYP. - -- — -- - -- -- - — -- -- — -- O i "[r I - -- . •, - - - - - - ,. o �►, � 8. All building envelope components shall comply with Chapter 6 of the Energy " � �, "� n w - -- -- - - -- -- -- ----- ----- ---- ----- ----- ---- ---- - - - — ---- -- ---- ---- — ---J i- -- -- ---- -- ---- - ----- --- ----- ---- --- ----- ----- -- c'� • �°.' I I i ,. I �y � Conservation Code of the State of New York 9. Fireblocking shall be provided in all wood framed construction in accordance CO — — — — — — — — — — — I I I i� with NYS Code R 602.8 to form an effective fire barrier between stories and 3 i.- - - - - - -- -- ^' <— — — — — — — — — — — ( �, between the top story and roof space. (� 10. Protective panels shall be provided for glazed openings in accordance with - - - NYS code R301.2.1.2 if they are required. 41,. 11'-6., 4, 41„ 11„ _4,. 8, 0., 8,_0„ vJ +. ,� 11. All portions of th<e new structure are designed to comply with local geographic 2 2 2 �L. ^' and climatic criteria as stated in the following table. 2'-0" 20'-3" 9 -3212'-52" 16'-0° GEOGRAPHIC & CLIMATE DESIGN CRITERIA 4'-0' --- GROUND SNOW LOADS 45 ps1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FOUNDATION PLAN FROST LINE DEPTH 36" 1 /4" = V-0" 7.2 7. 1 9 DECAYS TERMITE THREAT MODERATE MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED WINDOW SCHEDULE DOOR SCHEDULE A 100 SITE PLAN A 101 FOUNDATION PLAN TYPE RO NOTES TYPE UNIT NOTES A 102 FIRST FLOOR PLAN OANDERSON 100 SERIES 2'-6"x1'-6" R.O. SOLID CORE, METAL 3'-0"x6'-8" FIRE-RATED FOR UTILITY RM. A 103 SECOND FLOOR PLAN 2616 VINYL AWNING WHITE W/ SCREENS � FLUSH PANEL SELF CLOSING A 104 ELEVATIONS OANDERSON 400 SERIES 3'5-3/8"x6'0-3/8" RO ANDERSON PATIO DR 6'-0"x HINGED SCREENS P3560 PIC. FIXED © FWH 6080 APLR T-11-1/2" HARDWARE - OWNER'S CHOICE A 105 ELEVATIONS 3 ANDERSON 400 SERIES 3'-5-3/8"x3'-5-1/4" RO WHITE W/SCREENS ANDERSON PATIO DR. -1'x INSTALL W/ SIDELITES A 106 SECTIONS A 3535 OPER. AWNING © FWH 3180 AR T-11-1/2" HARDWARE - OWNER'S CHOICE ® ANDERSON 400 SERIES WHITE W/SCREENS D ANDERSON SIDE LITES 1'-7-1/2"x CW 235 CASEMENTS 4'-9"x3'-5-3/8" RO O FWSLT 1780 T-11-1/2" 0 ANDERSON 400 SERIES 3'-0-1/2"x5'-0-3/8" RO WHITE W/SCREENS O ANDERSON PATIO DR. HINGED SCREENS 5 CXW15 CASEMENT E FWH 60611 APLR 6'-0"x 6'-11" HARDWARE - OWNER'S CHOICE © ANDERSON 400 SERIES 6'-0-3/8"x3'-5-3/8" RO ANDERSON PATIO DR. 3•-1"x P6035 FIXED UNIT O FWH 31611 AR 6'-11-1/2" HARDWARE - OWNER'S CHOICE ANDESON 400 7O AX2281 AWNING SERIES 2'-8"x2'-8" RO WHITE W/SCREENS O CLOSET DOORS (2) 4INTERIOR FL. PANEL '-0"x6'-8" HARDWARE - OWNER'S CHOICE FOUNDATION PLA N ANDERSON 400 SERIES 2'-8"x5'-0-3/8" RO WHITE W/SCREENS g O INTERIOR FL. PANEL 2'-0"x6'-8" HARDWARE - OWNER'S CHOICE CX15 CASEMENT ANDERSON 400 SERIES O 4'-9"x5'-0-3/8" RO WHITE W/SCREENS INSUL. FL. PANEL CW25 CASEMENT O CELLAR STAIRS DR 2'-8"x6'-8" HARDWARE - OWNER'S CHOICE DOANDERSON 400 SERIES 3'-0-1/2"x2'-8" RO WHITE W/SCREENS INTERIOR FL. PANEL AX31 AWNING JO LAUNDRY RM. DR. 2'-8"x6'-8" HARDWARE - OWNER'S CHOICE SCALE AS NOTED JULY 2019 OK INTERIOR FL. PANEL 2'-6"x6'-8" HARDWARE - OWNER'S CHOICE © ANDERSON11 PAITIO DR. 6'-11-1/2"x HARDWARE - OWNER'S CHOICE rens TA VNIIIIIIIIII& END= K-W A 101 permits I draftingex editin OF 7 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 I SZENK ATELIER LLC 92 LANCIA DR EAST NORWICH NY 11732 ASZENK@GMAIL . COM PLUM ISLAND LANE ORIENT N . Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 15-05-34 ZONE — —16'-0" -6" 3'-6" 3'-6" -6" -0" PROPOSED: ® G ® CONSTRUCT NEW, TWO STORY, 1539 SQ. FT. .............---------- -------- -----._............---._ .-.-...-.. _... _._.._ _ - _._.. _._.........._.-.......1........... ..............._.. .. ._.__..-........._._._-.._.._. __-._..----..._. _..__-.......__-.._... _.... _._.'! __........_._.....__.._.._... M- . _ II' SINGLE F LY RESIDENCE AS PER PLANS. 1-3/4"x11-3/4" LVL HEADER TYPWITH ATTACHED 666 SQ. FT. REAR PATIO LU ............ ............ >_ --------------- _ _ ... _.. _ ___. __ __-__ __ __ _ _ - _ GENERAL NOTES Lti -,_ 1 I Q l 1 j o 0 'UR o 1. All work shall conform to the requirements of the Residental Code of New York o � � State, County and Town Department Regulations, Utility Company requirements and OE I B 1 best trade practises. M BEDROOM _ __-__________________--_________i_- . Before commencing work the Contractor shall file all documents required b the _ - -- -- -- PAT 10 �i r - TaI ! ! (! o Building Department, p y all fees required b y local agencies and obtain all required ire d -- - - - - - - -- ----- -- Zo permits.3 The Contractor shall visit the site and verify all dimensions and the existing -"- --- -__-_ ------------_--_ conditionsaffectingtheworkprior to construction. Any discrepancies which would 14" TJI 360 JOISTS @ 16" OC interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions 1 I , -- - — ----- - -' -- ---- ----------------------- T- have been examined and a course of action mutually agreed upon. Failure to notify - --- - --- --1 - -- --- - ! -- —__________._ _- - _ Er . v 0o the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. — - - — — T--i — — I 4. All work is to conform to the drawings and specifications of the architect and 111 ____111_ r _-__----- engineer consultants.o n s s e 3,_ _„ 0" 3'-13.---- -- '-0,• 3,_�� '_0., 7'_9� '_4.. © _ g 46-'- 4 4 4 5. The Contractor is to maintain a complete and up to date set of plans on the --- - -- -----— ---— - ---� - -- -- -- ----- - -------------------------------- --------------------------- -- --- -- - -- © job site at a I I times � I i ©© ©© ®© ! ® I 1 N 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility ,2> ,_;,,„—,_„ ��„EAGER TSP —— — — — — — — — I to ascertain all prevailing procedures II i .I.I I -o P. including storage and toilet facilities,protection of existing work to remain,access to o, I it illi (III I O O i O i W H o W I work area, hours of permitted work,availability of water and electric power and all Ji I II III) (III sI 'F other conditions and restrictions for this M o I & YE J particular location in order to execute the 111 I II I I work in a careful and orderly manner with the least possible disturbance to the public. o I II II I I II I o 8. The Contractor shall make the neccesary arrangements to utilities and services .1 LON r1� ' M temporarily disconnected while performing the work as required. 3 (III !III iIII II Z Q 9. The Contractor shall provide all dimensions and cut-outs for other trades. Ilii ilii II II � I ~� w ATHROOM # 1 10. The Contractor shall provide proper shoring and bracing for all remaining structure p a� o s'-o" CEIL. HEIGHT prior to removal of existing structure. m p g I a I11 I II 11 1 1„ " TY 360 JOISTS @ 16" Oc I 11. Plumbing, electrical, HVAC and similar work shall be performed b licensed II II � '111 LIVING ROOM II'I II 1: KITCHEN 3'-0" 3'-0" y �, I � � N o � O -- - persons who shall arrange for and obtain all required inspections. The General 111 I11 (CATHEDRAL CEIL.) I! � I 8' 0" CEIL. HEIGHT O W w l TN Contractor shall be responsible for scheduling all other inspections as required. III I II I I e o I I `c 1 12. The Contractor is solely responsible for construction safety and shall hold the III 1111 II I� 11 ~ SHOWER owner and architect harmless from litigation arising out of the Contractor's failure to O I — — — ;III I I O (3) 1-3/4"x16" LVL RIDGE � ( provide construction Safety means and methods. i _ _ — _ _ _ _-1� - - --- - - - - - - II II`- - - - - - - - - - - �� - - I - - o - - - - - - - - - X p"l .�„ 5 0 2„ 6` Q! CONSTRUCTION NOTES u Q s W.C. N III 11I I o v I I I � w p co Mld Oj N III Ilii !III x II I w EL TN = Q 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. III Q Ilii 1111 N I , 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. II II II I it II ^ i I o PWD. RM 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. w (III X J copper termite sheild. W 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance I it.I 1111II 1 m� I 14' IIJI iso Jolsrs 16" oc I _ with the New York State Building Code and manufacturers specifications. 0 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 1 upon by an engineer and certificates shall be issued stating same. M ;III il'I illi II I " I MUDROOM/ENTRY 6. Unless otherwise noted all framing and structural wood components shall be x 'll Ilii _ _ N I I t o N 11) III) i I I F-C" CEIL. HEIGHT g p QD © 0 I #2 or better Douglas Fir. M Jill Ilii I I o ° ( 7 All framing techniques and methods shall be as prescriptive design based on (!?,11 1-3/4"01-3/4" LVL HEADER TYP. _—_–'MASONRY STOOP & STAIRS--�I O AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) iI -- G G �� f------- �� r of I or as specified in R301.2.1.1 Qz Qz ® I I CLOSET Q� a -r 8. All building envelope components shall comply with Chapter 6 of the Energy CLOSET] V�INDOW SEAT S d ��R 1 Conservation Cod f h St t f N Y k 1 1., T', . 1 S . o to State New or . � e 3 2 2 (z> 1-3/4 x11-3/4" 2 2 /' \J ADAM t hC�@g 9. Fireblocking shall 'be provided In all wood framed construction in accordance - with NYS Code R 602.8 to form an effective fire barrier between stories and 0 a' ,� yr �� v' between the top story and roof space. y ' 10. Protective panels shall be provided for glazed openings in accordance with _41.• 1 V-6" -41 -4'-73 -73 -11., 4 8'-0 8'-0„ - a..�a , . C1 2 2 4 4 2 s -�!; NYS code R301.2.1.2 if they are required. 1 1N ,^ 11. All portions of the new structure are designed to comply with local geographic 20'-3" -32" 12'-52" 16'-0" ---4'-0" �'°s and climatic criteria as; stated in the following table. �i� 41: z o � ` �0, GEOGRAPHIC & CLIMATE DESIGN CRITERIA IVEV4 GROUND SNOW LOAD 45 psi J WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B FIRST FLOOR PLAN �� WEATHERING SEVERE 1 /4" = 1 -0" 7.2 8. 19 FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED WINDOW SCHEDULE DOOR SCHEDULE A 100 SITE PLAN TYPE RO NOTES TYPE UNIT NOTES A 101 FOUNDATION PLAN 1 ANDERSON 100 SERIES 2'-6"x1'-6" R.O.O 3'-0" SOLID CORE, METAL FIRE-RATED FOR UTILITY RM. A 102 FIRST FLOOR PLAN 2616 VINYL AWNING WHITE W/ SCREENS FLUSH PANEL x6'-8" SELF CLOSING A 103 SECOND FLOOR PLAN ANDERO P35560SON PIC. FIX DERIES 3'5-3/8"x6'0-3/8" RO © FWH 6080 APLR ANDERSON PATIO DR 6'-0"x HINGED SCREENS A 104 ELEVATIONS T-11-1/2" HARDWARE - OWNER'S CHOICE A 105 ELEVATIONS O ANDERSON 400 SERIES 3'-5-3/8"x3'-5-1/4" RO WHITE W/SCREENS © ANDERSON AR -111/2" HARDWARE OWNER'S CHOICE A 106 SECTIONS TIO DR. Tx — INSTALL / SI A 3535 OPER. AWNING ANDERSON 400 SERIES4 WHITE W/SCREENS D ANDERSON SIDE LITES 1'_7_1/2"x CW 235 CASEMENTS 4'-9"x3'-5-3/8" RO O FWSLT 1780 7'-11-1/2" OANDERSON 400 SERIES 3'-0-1/2"x5'-0-3/8" RO WHITE W/SCREENSO ANDERSON PATIO DR. 6'-0"x 6'-11" HINGED SCREENS 5 CXW 15 CASEMENT FWH 60611 APLR HARDWARE - OWNER'S CHOICE © ANDERSON 400 SERIES 6'-0-3/8"x3'-5-3/8" RO ANDERSON PATIO DR. 3'-1"x P6035 FIXED UNIT O FWH 31611 AR 6'-11-1/2" HARDWARE - OWNER'S CHOICE ANDEO AX2281RSON 400 AWNING SERIES 2'-8"x2'-8" RO WHITE W/SCREENS O CLOSET DOORS (2)INTERIOR FL. PANEL 4'-0"x6'-8" HARDWARE - OWNER'S CHOICE FIRST FLOOR PLAN ® ANDERSON 400 SERIES 2'-8"x5'-0-3/8" RO WHITE W/SCREENS O INTERIOR FL. PANEL 2'-0"x6'-8" HARDWARE - OWNER'S CHOICE CX15 CASEMENT 0 ANDERSON 400 SERIES 4'-9"x5'-0-3/8" RO WHITEW/SCREENS INSUL. FL. PANEL 2'-8"x6'-8" HARDWARE - OWNER'S CHOICE CW25 CASEMENT O CELLAR STAIRS DR ANDERSON 400 SERIES 3'-0-1/2"x2'-8" RO WHITE W/SCREENS INTERIOR FL. PANEL 2'-8"x6'-8" HARDWARE - OWNER'S CHOICE SCALE AS NOTED 1O AX31 AWNING O LAUNDRY RM. DR. JULY 2019 OK INTERIOR FL. PANEL 2'-6"x6'-8" HARDWARE - OWNER'S CHOICE © ANDERSON 1 PATIO DR. 6'-1 1x 1/2" HARDWARE - OWNER'S CHOICE I '1..�JJ • A QO2 permits draftingex editin O F 7 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 SZENK ATELIER LLC 92 LANCIA DR EAST NORWICH NY 11732 ASZENK@GMAIL . COM PLUM ISLAND LANE ORIENT N .Y. EXISTING: SINGLE FAMILY RESIDENCE 16'-0" SCTM# 1000- 15-05-34 ZONE PROPOSED: --------------- ---------- ----- --- T 2 1-3/4"xl 1-3/4" HEADER CONSTRUCT NEW, TWO STORY, 1539 SO. FT. �---------------- ----- ------------ i----------- ---------- ---------- ------------ SINGLE FAMILY RESIDENCE AS PER PLANS. 2X10 @ it) CC RAFTERS ------___.__________________L_ _� _-L___---- -- ----------- 1 -- ----- ----------- 1 WITH ATTACHED 666 SQ. FT. REAR PATIO 2X8 @ 16" OIC CEIL. JOISTS ___ ___ -- _J L ----------- ----- ---- --------- --------- BEDROOM #2 LU T GENERAL NOTES -________ ------------ LL1-- ----------T W ')I H� 0 fr 1. All work shaill conform to the requirements of the Residental Code of New York State, County and) Town Department Regulations, Utility Company requirements and e" > I best trade practises. 0 2. Before commencing work the Contractor shall file all documents required by the 9 PATI --------------- zo Building Department, pay all fees required by local agencies and obtain all required —7 permits. 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would ---------- ------------- ------------- -------I ---------------- ------ -------------T---------- interfere with the satisfactory completetion of the work described herein shall be 3'-0" 8'- reported o e airc I ec or property owner. 0 not start workuntil such conditions SIDE ----------- ------- BATHRO M #2 --------------- -- ----------------------- ENTR I Y C have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance (D - ---------- ------ - —------------- —------ (\JaosET TUB W/ of the conditions to properly perform the required -work. 3'-74' 31, SHOWER W.C. 1-01. -01, 6-'-0 7'-94'16 4" 4. All work is to conform to the drawings and specifications of the architect and 4 4 engineer consultaints. 5. The Contractor is to maintain a complete and up to date set of plans on the 7 — M 0 job site at all times F LAV 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to Ln -1 Ji work area, hours of permitted work,availability of water and electric power and all co other conditions and restrictions for this particular location in order to execute the LU o !I il 1A work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services 0 BEDROOM #3 temporarily disconnected while performing the work as required. OPEN TO BELOW I � , 1�11\ - I L% I--UJ < 0 W 9. The Contractor shall provide all dimensions and cut-outs for other trades. e < 10. The Contractor shall provide proper shoring and bracing for all remaining structure 0 0 7=_ ui prior to removal of existing structure. I III; li II it II 0 Z0 BEDROOM #4 U) 0 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed Ir I , 11111 1-r @) - I— LU persons who shall arrange for and obtain all required inspections.The General 0 > F- II LLLU - (2) 1-3/4"06" LVL RIDGE < X LU Contractor shall be responsible for scheduling all other inspections as required. X U: 0 1 I 1 0 POST TO POST TO 12. The Contractor is solely responsible for construction safety and shall hold the > (3) 1-3/4"06" LVL RIDGE RIDGE (3) 1-3/4"06" LVL RIDGE RIDGE owner and architect harmless from litigation arising out of the Contractor's failure to 0o 10� 111 0 - - — — — —— — — — III _7 -- — — — — — — — — — — — — — — provide construction safety means and methods. 0 U) — — — — — — — — — — — 0 M 0 — — — — — — — — — — IIII 72" VANITY CONSTRUCTION NOTES 11. 7'- ill J., < 4'-0 T-0 3 -0-6— 1 6 52 4 6" 2 2 J2 31"1 0 2 U I�R� 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 0 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. LU 0� 16 C RAFTERS L 6 11 0 ;< 1Z 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 16" OL CEIL. JOISTS < 0 copper termite sheild. 0 " BATHROOM #3 SH WER 1 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 0 0 (D 0 with the New York State Building Code and manufacturers specifications. _X W.C. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless other\Niise noted all framing and structural wood components shall be @) X 'I [-U�001M #4 AV V X 00 0 #2 or better Douglas Fir. 1-3/4"01-7/8" LVL HEADER TYP. 36" 7. All framing techniques and methods shall be as prescriptive design based on 11 CLOSET V =L I TY CLOSET AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) 00 Q0 0 1 or as specified in R301.2.1.1 ._0, 8. All building envelope components shall comply with Chapter 6 of the Energy 0,_ p2p 3' 2 ------ 3 I 1�2 Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and 11'-6 6'-4'�-- between the top story and roof space. 2 2 0 —8'-0 10. Protective panels shall be provided for glazed openings in accordance with -<Wok,_FB�A NYS code R301..2.1.2 if they are required. ----4 2'-0" 16'-0" C� 11. All portions of the new structure are designed to comply with local geographic Nt; and climatic criterria as stated in the following table. 4 GEOGRAPHIC & CLIMATE DESIGN CRITERIA SECOND FLOOR PLAN GROUND SNOW LOAD 45 psi �A _0 WIND SPEED 130 MPH 1 /4" V-10" 7.2 8. 19 01 SEISMIC DESIGN CATATGORY B AN WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED WINDOW SCHEDULE DOOR SCHEDULE TYPE RO NOTES TYPE UNIT NOTES A 100 SITE PLAN ANDERSON 100 SERIES 2'-6"x1'-6" R.O. (-A-) SOLID CORE, METAL FIRE-RATED FOR UTILITY RM. A 101 FOUNDATION PLAN O2616 VINYL AWNING WHITE W/ SCREENS ,cy FLUSH PANEL T-O"x6'-8" SELF CLOSING A 102 FIRST FLOOR PLAN OANDERSON 400 SERIES 3'5-3/8"x6'0-3/8" RO ANDERSON PATIO DR 6'-0"x HINGED SCREENS A 103 SECOND FLOOR PLAN P3560 PIC. FIXED FWH 6080 APLR 7'-11-1/2" HARDWARE - OWNER'S CHOICE A 104 ELEVATIONS OANDERSON 400 SERIES 3'-5-3/8"x3'-5-1/4" RO WHITE W/SCREENS ANDERSON PATIO DR. '-1'xINSTALLINSTALL W/ SIDELITES A 105 ELEVATIONS A 3535 OPER. AWNING (� FWH 3180 AR T-11-1/2" HARDWARE - OWNER'S CHOICE ANDERSON 400 SERIES 4'-9"xY-5-3/8" RO WHITE W/SCREENS ANDERSON SIDE LITES 1'-7-1/2"x A 106 SECTIONS CW 235 CASEMENTS (D I FWSLT 1780 T-11-1/2" ANDERSON 400 SERIES 3'-0-1/2"x5'-0-3/8" RO WHITE W/SCREENS ANDERSON PATIO DR. 6'-1 6'-11" HINGED SCREENS CXW15 CASEMENT IS FWH 60611 APLR HARDWARE - OWNER'S CHOICE ANDERSON 400 SERIES 6'-0-3/8"x3'-5-3/8" RO ANDERSON PATIO DR. 3'-1"x P6035 FIXED UNIT T) FWH 31611 AR 6'-11-1/2" HARDWARE - OWNER'S CHOICE OANDERSON 400 SERIES 2'-8"x2'-8" RO WHITE W/SCREENS /;;,� INTERIOR FL. PANEL 4'-0"x6'-8" HARDWARE - OWNER'S CHOICE AX281 AWNING Q� CLOSET DOORS (2) SECOND FLOOR PLAN ANDERSON 400 SERIES 2'-8"x5'-0-3/8" RO WHITE W/SCREENS (a INTERIOR FL. PANEL 2'-0"x6'-8" HARDWARE - OWNER'S CHOICE CX15 CASEMENT OANDERSON 400 SERIES 4'-9"x5'-0-3/8" RO WHITE W/SCREENS INSUL. FL. PANEL 2'-8"x6'-8" HARDWARE - OWNER'S CHOICE CW25 CASEMENT T CELLAR STAIRS DR ANDERSON 400 SERIES 3'-0-1/2"x2'-8" RO WHITE W/SCREENS INTERIOR FL. PANEL 2'-8"x6'-8" HARDWARE - OWNER'S CHOICE SCALE AS NOTED AX31 AWNING LAUNDRY RM. DR. JULY 2019 ur\ INTERIOR FL. PANEL 2'-6"x6'-8" HARDWARE - OWNER'S CHOICE ANDERSON PATIO DR. 6,= _1"x oress FWH 31611 AL 6'-11-1/2" HARDWARE - OWNER'S CHOICE IDT A 103 4 OF 7 permits I draffing I expediting T J L 71 E >HU< 0 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 SZENK ATELIER LLC 92 LANCIA DR EAST NORWICH NY 1 1 7 3 2 ASZENK@a GMAI L . COM PLUM ISLAND LANE ORIENT N .Y. 0 -------------..,-_-_--,..-----.--.-_---------------- ------------------------------------------------------ --------------------- ------ ---- ------ ----------------------- - --- - ---------- - -- - --- I! I -I ! i II I ! : i - ---__i --_---i- ------i -_--_ _I __-_-_----------------------- ---___----,----_,-_----- _- -_ - . SEXISTING: SINGLE INGLE FAMILY RESIDENCE ESIDENCE ___-_-_,. ---- _-:------ - 15-05-34SCTM# 1000 ------------ - -- --- -- - ------ ---- -- ----- ------- - - ZONE ---- -- -- : ! PROPOSED: - ------- - ---------------- -------- --------- - - ---------- _ ---- - _- -- . _____ -- - CONSTRUCT NEW, TWO STORY1539 SQ. FT .- i--_ LE FAMILY RESIDENCE I TH ATTACHED 666 SQ. F TSPER PLANS. REAR PAT O i `i it „ ----- ----------------------------------------------------- ------------------ ---- - ----------------------- --—------------------- ---_ ------ - --- --- --------- I l . I It! -i! i - --------------------------- — 00 ( I i!I GENERAL NOT11 1 HI ES 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and ! , best trade practises. ij i LI, � I', ! I � I �" 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required I � - ji.! �.!- `_ l_ permits. .i.� _.Il �. I I_ ii-... ! I i site and verify all dimensions and the existing , '-� he Contractor shall visit the conditions affecting the work prior to construction. Any discrepancies which would I ( linterfere with the satiisfactory completetion of the work described herein shall be J! _ .. _ j reported to the architect or property owner. Do not start work until such conditions \ ! ! I I have been examined and a course of action mutually agreed upon. Failure to notify 11 __; II 0 ! j the owner or architect of unsatisfactory conditions will be construed as an acceptance - - -t -' !;l i.! I t the required work. i � � � ! of he conditions to (properly perform ! oo 4. All work is to conform to the drawings and specifications of the architect and J. engineer consultants. I ; ! ! ! / 5. The Contractor is to maintain a complete and up to date set of plans on the I i -I --�.It- I-iii job site at all times 1 I 6. The drawings are not to be scaled under any circumstances. ! i I ( ! i 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures j k111ASONRY STOOP ! I _ - 1 L __ .1___�.___-- .I_- - - I__-i=___�.-L____!�____�. ding storage and toilet facilities,protection of existing work to remain,access to j ! I 1- including ! I I II l I work area, hours of permitted work,availability of water and electric power and all MASONRY STOOP ! ! ' L__�..j----�..i--~'-.�..4--j �_�-._Ll- ----l..[7-1 i t--71-1 --- ---__1.t---I..��----I �-----�.1---1..i-- i other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. EAST ELEVATION ( FRONT) 9. The Contractor shall provide all dimensions and cut-outs for other trades. 1 /4" = 1'-0" 7.28. 19 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect (harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) ------ _--_-__- - ___---- or as specified in R301.2.1.1 --- -- - -_— --� ASPHAI-ri 1eERGLAss ROOF SHINGLES 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation I- Code eo of he Stat of New York. 9. Fireblocking shallbe provided in all wood framed construction in accordance - --- ---- --- -- - -- - ---------_------- -------- -- -- ----- --- ----77—__-7 - ------ ----- -- - - --........__. ( ! ... .77_____ _ .._......._.... ........... .. . ...... . ..... . ............ _. :........... .......... _.. .- ......_... .. ...: -_.__ _-77-77-7... _.......... . ._ . ... . ------------:-------------:----- ...--- -- — with NYS Code R 602.8 to form an effective fire barrier between stories and tt_ _ ---- - - --- - -.- - - - - - - between the top story and roof space. ---_-----------------------------------------------...__....._.. -_-------- - - - --._:.-:: -.------------------------------.----- --.---.-.---.:- ..---- -- -_ - ---- -- - � I 10. Protective anells shall r v' be provided for lazed openings Ioel sinaccordn ip ace with ----- --- - -- ---- ----- - - --- ----- P 9 i ...._............ ._.- _...-......_......_.__..-_.-_............... _.... .__..._ _.__. ._ _ _..... . _.._... .._._..........._... i are required. — - ---------- ---- -- - ---- ------- - - --- _ ....__ ....- they --- - -------- ------ - ----------- - - ------- - =--.- . ..:...... ........ .. . -.. ... _.._.---_._.._ _---_____._ .. - ----- . Allportions of thenewstructure are designed to comply with local geographic ' NYS c _.. -.__.___ and climatic criteria as stated in the following table. _ _ - ------ .... -- -- -- -- __--- --——_ _--_ - - --------- - --- - I ! ' � ------...------------ - - - -__-- ----_----:---_--_--------------_- -----_-- --..._....._._----- _ __-------,---_ GEOGRAPHIC & C L I MAT ! I - � I - --- --- I I ! __--_-----------------=------�.-_,-_------_------- ----- -- -- - - - --.-- ,.-- ---- ----------- -----------.-, - - - E DESIGN C R I T E R I A - -1 --s _ �__ 1__� ]_ �� i I ------- — --- - - -- - --------- - -- ----- - ------------ --- --- -____-_- !I ! / \ ______"__ ---- --------- - ----- - ---- --- _ _ _- ------- -----_- GR EIOSMUNICD DSENSOIGWN LCOAA�TDATGORY 45 ps1------ -- - ---- _-- --- - - --- ------------_-------- ---- ----_---- - - ._.._.IJ WIND SPEED 130 MPH- ooWEATHERING - SEVERE - / ! FROST LINE DEPT r I H 36" ! j ! ! ( ! TERMITE THREAT MODERATE TO HEAVY _ -;_..i___,_ _!_.___ __ I O O O DECAY SLIGHT TO MODERATE 6 6 6 N ( I I ( ( ! I ! I I N ( WINTER DESIGN TEMPERATURE 11 -TOP OF' TOPOFF ( l L.. I FLOOD HAZARD - - - -- � I ( AS NOTED --..... �__.1 L_. i__...1-�_._.l-CEDAR SHINGLES-- 1 I " j VERTICAL CEDAR SIDING I : I A 100 SITE PLAN I : I , A 101 FOUNDATION PLAN P /e A 102 FIRST FLOOR PLAN A 103 SECOND FLOOR PLAN SHOWER __ 00 L A 104 ELEVATIONS �� ( � \ \ i •�i A 105 ELEVATIONS I A 106 SECTIONS i I , ii L� I � N ESN TOP of FFL. j i ( TOP of FL.iI - : I ( I I I ( ( I _LL - - ENTRY PORCH -1---�-- ._!_I_..._-1_' -I_ ----L__.._-1._,.i J---'-----1--1--1_11]1 --�_1 1-1_ ELEVATIONS WEST ELEVATION ( BACK) SCALE AS NOTED JULY 2019 1 /4" = 1'-0" 7.2 8. 19 r�`SiJ MMMA mom A 104 permits I drafting expedifing 5 OF 7 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 SZENK ATELIER LLC 92 LANCIA DR EAST NORWICH NY 11732 ASZENK@a GMAIL . COM PLUM ISLAND LANE ORIENT N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 15-05-34 ZONE PROPOSED: CONSTRUCT NEW, TWO STORY, 1539 SQ. FT. SINGLE FAMILY RESIDENCE AS PER PLANS. WITH ATTACHED 666 SQ. FT. REAR PATIO GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and best trade practises. 2. Before commenciing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required permits. 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be - - -- ------- - -- ------ - -- ------ --- ---------- ------- ------------------------------------- -------- reported to the architect or property owner. Do not start work until such conditions .. ................ ___............ _..__._...__.._..._ ...................._.__. -----:---- ---:... -- --:---:__---- have been examined and a course of action mutual) agreed Failure to notify -:--...._.._.__._..._ ..--_.-.-.-...._ . -- - ..... __.._....__..._.-.-_._..__.. _....._...-_-....-... .-.-... - ---- - _ — - --- _-- TZ �S T _ _ . . _- - -- - -- -- --- - ----------- --- ------------------ -- --- ------ --------- ---- -- -------- — the owner or architect of unsatisfactory conditions will be construed as an acceptance --- - ------------------------- T 7_. T -- --- -----.---_--------- --- ------ -- - --- - _. - ..1 -j-"j-� I- -'-1 ---- - --- - --- ----- --- -------------- ------- --- ------- ------ ---- - - -- ------- _...- ------- - - ----- -- to properly perform the required work. - _r s o the conditions - - - - - ----------- - -.....-- -- - - -- ----------- - - ----- - -- - -.. .. - - ._.... -... - - - ---- - --- -_- conform to the drawings and specifications of the architect and -- ----- -- -------------- ------------------ -------- -------------- _ _ _ _ _.._.... .. _ _- 4 All work is . . _. __.. _............ ...... -- ._.._._._...-- -- ..... ... - __ _. - - ..." . . _ - -- ..... ---... _....... .---...._.._......_. _. ...._...._..._ - .............. - i.. T 1. _..._.._....._. _ ....._.... __... ._....._.__...._ ! - . .. engineer consultannts.o s se _._..... _. .. I --- -- - ---- --- - - - ------------.. ------ - - --- _._.. - ... -- ....._...._... ---- - --- - _...._........._.... . The Contractor i - - ----- --------------- - - - --- ----- I- -I - I - - - --- - - - - - - - - - ----- ---- - 5 acto s to maintain a complete and up to date set of plans on the ________ ______ - - 1-- --r7- - 1 -5 -______- ____----_ - -_-- --- -- --- - ---- SZENK ATELIER LLC 92 LANCIA DR EAST NORWICH NY 11732 ASZENK@GMAIL . COM PLUM ISLAND LANE NOTE: TOP OF GABLE TO ALIGN WITH ORIENT N . Y. TOP OF ROOF IN SECTION #1 ....................... ----------------- ASPHALT/F IBERG LASS SHINGLES ASPHALT/FIBERGLASS SHINGLES ROOFING FELT ROOFING FELT 112" CDX PLYWD. SHEATHING 112" COX PLYWD. SHEATHING "Y 2X10@ 16" OC ROOF RAFTERS 2X10@ 16" OC ROOF RAFTERS 2-1-3/4"x 16" CONT. RIDGE. 2-13/4 "x 16" CONT. RIDGE. UNHEATED ATTIC SPACE ( LIGHT STORAGE) UNHEATED ATTIC SPACE LIGHT STORAGE) EXISTING: SINGLE FAMILY RESIDENCE 3/4" PLYWD. SCTM# 1000- 15-05-34 3/4" PLYWD. R-30 HSUL. R-30 INSUL. X8 216" OC CEIL. JOISTS 8 2X8 0 161, OC CEIL. JOISTS ZONE 12 1X3 & 1X6 CEDAR FASCIA TRIM 1X3 & IX!53 _-....... ----------------- �--"'----------- PROPOSED: 2 BROWH ALUEL-GLITTERS &2t BROWN ALUM. CUTTERS & LEADERS— 1-3/4'xl 1-3/4" HEADER TYP. I __J VENTED ALUMIN100 SOFFITS .............. VENTED ALUMINIUM SOFFITS --------------- CONSTRUCT NEW, TWO STORY, 1539 SQ. FT. BEDROOM #4 SINGLE FAMILY RESIDENCE AS PER PLANS. 1X4 PAINTED TRIM TYP. 1X4 CEDR TRIV @ WINDOWS 1X4 CEDR TRIM @ WINDOWS CEDAR SIDING OR SHINGLES VERTICAL I S NGLES C9 VERTICAL CEDAR SIDING OR SHINGLES- WITH ATTACHED 666 SQ. FT. REAR PATIO As PER ELEVATIONS - STAIN OR FINISH AS PER LEVATIONS - STAIN OR FNISH AS PER OWNERS' CHOICE #2 AS PER OWNERS' CHOICE TYVEK HOUSE WRAP 1X4 PAINTED TRIM TYP. TYVEK HOUSE WRAP 112" PLYWD SHEATHING 112" PLYWD SI-JEATHING Q) 2X6 @ 16" OC STUD WALL 2X6 @ 16" OC STUD WALL 112" PAINTED GYP. BD. @ INTERIOR TYP. 112 PAINTED GYP. BD. CW INTERIOR TYP, R-19 INSULATICIA GENERAL NOTES R-19 INSULATION 00 .............. ------------------ 1. All work shall conform to the requirements of the Residental Code of New York HARDWO State, County and Town Department Regulations, Utility Company requirements and 3/4" HARDWOOD FINISHED FLOORING 3/4" HARDWO D FINISHED FLOORING TFD BASEBOARD W/ QUARFER END. AS PER OWNERS CHOICE AS PER OWNERS' CHOICE best trade practises. 1/2" PLYWD SUBFLOOR 12" PLYWD SI BFLOOR 14" TJI 360 JOISTS @ 16" OC 14" TY 360 JOISTS @ 16" OC 2. Before commencing work the Contractor shall file all documents required by the F Building Department, pay all fees required by local agencies and obtain all required 2-1-3/4'x11-3/4" HEADER TYP. .................. ROD & ------------------------------ permits. SHELF @ -----------------—----- --—-----------7 CLOSET b, 3. The Contractor shall visit the site and verify all dimensions and the existing PWD. RM BATHROOM #1 (D conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be 0 reported to the architect or property owner. Do not start work until such conditions 0 have been examined and a course of action mutually agreed upon. Failure to notify 0 J`dco-.R SIDE ENTRY PORCH 00 the owner or architect of unsatisfactory conditions will be construed as an acceptance 5 F DR 1 S I kV E P EYPANSIDH JOINT & FLASHING @ PATIO 2X12 ACO LEDGER BOLTED TO HOUSE W/ 1/2"x3-1/2" of the conditions to properly perform the required work. 3/4" HA2WOOD FINISHED FLOORING EPDXY COATED SCREWS @ 12" OC STAGGERED 3/4" HARDW09D FINISHED FLOORING As PER CHOICE 4. All work is to conform to the drawings and specifications of the architect and . 1X6 CEDAR DECKING ON A' PER 0 NI CHOICE engineer consultants. 1/2" PL'WD. SUBFL ------ --------- I S ...... ........ L 'W 16" OC 14 TUI 360 JOISTS'@ 16" OC 2X8 ACO DECK JOISTS @ 1,2 PLYWD. FL. R-38 N�ULATION 2-2X12 ACO GIRDER ANCHORED TO 8" DIA CONS. PIERS 14" TJI 360 JOISTS U@ 16" OC 5. The Contractor is to maintain a complete and up to date set of plans on the 2X6 ACO SILL PLATE ANCHORED TO TO 16" FTGS. @ 36" MIN. BELOW GRADE R-38 INSULATION 8" X 8'-D" POUR. CONC. FOUNDATION WALL 2X6 ACQ SILL PLATE ANCHORED T�Z_ job site at all times PO FOUN 1X6 PAINTED BASEBOARD W/ QUARTER END, 8" X 8'-0" 09.CCHC. IAfION WAA I 6. The drawings are not to be scaled under any circumstances. ------ ---- ti 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all j other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure �0 prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed 16"x8" POUR. CONC. FTC. 16".8POUR. CONC. FTG. persons who shall arrange for and obtain all required inspections. The General 4" POUR. CONC. SLAB 6' ,OuR. CONC SLAB Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. SECTION # 1 SECTION # 2 CONSTRUCTION NOTES 1 /4" = 1 '-0" 8 . 1 1 . 19 1 /4" = 1 '-0" 8 . 1 1 . 19 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be 'installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. J 6. Unless otherwise noted all framing and structural wood components shall be oZ #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on R DOE VENT AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance OC with NYS Code R 602.8 to form an effective fire barrier between stories and ASPHALT/FIBERGLASS SHINGLES 2X4 @ 16' ROOFING FELT RAFTER TIES between the top story and roof space. 112" CDX PLYWD. SHEATHING _0 10. Protective panels shall be provided for glazed openings in accordance with 2X10@ 16" OC ROOF RAFTERS INSULATION BAFFLES NYS code R301.2.1.2 if they are required. R-28 INSULATION 11. All portions of the new structure are designed to comply with local geographic (3) 1-3/4"x16" LVL RIDGE 112" GYP. BD. @ INTERICR and climatic criteria as stated in the following table. 2-2X GEOGRAPHIC & CLIMATE DESIGN CRITERIA 1X3 & 1X6 CEDAR FASCIA TRIM (2) 1-3/4"x11-3/4" LVL HEDER BROWN ALUM. GUTTERS & LEADERS GROUND SNOW LOAD 45 psl VENTED ALUMINIUIA SOFFITS WIND SPEED 130 MPH LIVING ROOM SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY V-1 DECAY SLIGHT TO MODERATE 1X4 CEDR TRIM @ WINDOWS 1-3/4"x7-1/2" LVL HEADER MASONRY FIREPLACE WINTER DESIGN TEMPERATURE 11 VERTICAL CEDAR SIDING OR SHINGLES TO BE DESIGNED AS PER ELEVATIONS - STA'N OR FINISH FLOOD HAZARD AS NOTED AS PER OWNERS' CHOICE TYVEK HOUSE WRAP 112" PLYWD SHEAT-ZING 2X6@ 16" OC STUD WALL 1/2" PAINTED GYP BD. @ INTERIOR TYP. Q R-19 INSULATION A 100 SITE PLAN A 101 FOUNDATION PLAN EXPANSION JOINT & FLASHING @ PATIO A 102 FIRST FLOOR PLAN 3/4" HARDWOOD FJNISHED FLOORING EF D A 1,,1k LI AS PER OWNER'S CHOICE 10 A 103 SECOND FLOOR PLAN 112" PLYWD. SUBFL. A 104 ELEVATIONS j 14" TJI 360 JOISTS @ 16" OC R-38 IIASULATION 2X6 ACO SILL PLATE ANCHORED TO "rC� A 105 ELEVATIONS 3/4" HARDWOODFINISHED FLOORING A 8" X 8'-0" POUR. CONC. FOUNDATION WALL 106 SECTIONS , AS PER OWNERS CHOICE 112" PLYWD SUBFLOOR 14" TJI 360 JOISTS @ 16" OC .. .... (P A �-N SECTIONS 16`x8" POUR. CONC. FTG. SCALE AS NOTED JULY 2019 4" POUR. CONC. SLAB --- ----- __ ----- ----- oress 106 jllft� NOR= A LIVING ROOM IAN permits I drafting I expeditin 7 OF 7g PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241