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Home My WebLink About40044-Z fQt,yc® Town of Southold 8%25/2016 G P.O.Box 1179 a - °" 53095 Main Rd 4 40 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No:' 38473 Date: 8/25/2016 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 1925 Stars Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 22.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/7/2015 pursuant to which Building Permit No. 40044 dated 8/31/2015 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: ONE FAMILY DWELLING INCLUDING FRONT COVERED PORCH, REAR COVERED DECK, REAR SCREENED PORCH ATTACHED TWO-CAR GARGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Dalecki,Paul&Dalecki,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0033 07-05-2016 ELECTRICAL CERTIFICATE NO. 40044 08-03-2016 PLUMBERS CERTIFICATION DATED 07-22-2016 George Almyroudis v t Autho ' Signature x TOWN OF SOUTHOLD moo y BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE SOUTHOLD, NY x'01 1P 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#: 40044 Date: 8/31/2015 Permission is hereby granted to: Dalecki, Paul & Dalecki, Mary 30 Davis Ln Roslyn, NY 11576 To: construct a new single family dwelling per SCHD approval as applied for. At premises located at: 1925 Stars Rd, East Marion SCTM # 473889 Sec/Block/Lot# 22.-4-9 Pursuant to application dated 7/7/2015 and approved by the Building Inspector. To expire on 3/1/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,184.40 CO -NEW DWELLING $50.00 Tota : $2,234.40 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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$155..00 Date. 7 h,� — New Construction: Old or Pre-existing Building: /n��J�, (check one) Location of Property: Z S— Suers I House No. Street Hamlet Owner or Owners of Property: C t Suffolk County Tax Map No 1000, Section Z Z Block Lot Subdivision k2tp OP Filed Map. Lot: Permit No. V00 L/L/ Date of Permit. Applicant: AAA Health Dept. Approval: �� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S� Applicaffol Signature OF SOVjy®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.riche rtO-town.southoId.ny.us Southold,NY 11971-0959 'rouff I,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dalecki Address: 1925 Stars Road City: East Marion St: New York Zip: 11939 Building Permit#: 40044 Section: 22 Block: 4 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric License No: 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 55 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 14 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 64 CO Detectors Sub Panel 1-100A A/C Blower 2 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt20A Emergency Fixtures Time Clocks Disconnect 200A Switches 64 Twist Lock Exit Fixtures 11 TVSS ri Other Equipment: 3- Paddle Fans, 2- Sky Light Motors, 52- Light Fixtures, 4- Exhaust Fans, 1-20A Well Pump,1-50A Hot Tub Circuit. Notes: 16 KW Generator with 70A Transfer Panel,9-ARC Fault Circuit Breakers,20A Circuits For Refrigerator, Microwave, Central Vacuum,Water Filter,Alarm. Inspector Signature: 22:�zDate: August 3, 2016 z Electrical 81 Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLI) JUL 2 2 2016 BUILDING DEPT. TOWN OF SOUTHOLD ,CER_TIFICAT-Y.Ohi Date:, T,Z Z Building Permit No. ® C � Owner: - (Please print) Plumber: - <� lease print I certify that the solder used in the water supply system contains less than 2/10 of I% lead. _ (Plumbers Signature)"_. Sworn to before me this day of . 20 YAU Std New York Public, Notary No.010E62U779 Notary Public, `Counf , pualrfied in Suffolk un C Y - ommisawn Expr�`f�� 16 OF SoVryOIO - TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 - INSPECTION [V FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� 6 INSPECTOR cou TOWN OF-SOUTHOLD BUILDING -DEPM 765-1802 INSPECTION, -. , I I UNDATION IST ROUGH- PLUMBING I FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR ef f3f 3 0 i!S- TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE'& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION N4,ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE INSPECTID so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPEC I FOUNDATION. I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: J-I 14 DATE — INSPECTOR 0 co TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOU ION I ST ROUGH PLUMBING UNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION. ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 09 ... ........... DATE INSPECTO TOWN,OF SOUTHOLD BUILDING DEPT. 765-1802 IN-SPECTICN [ ] FOUNDATION tST [ ] R UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL ICAL (FINAL) [ ] CODE VIOLA ION [ CAULKING REMARKS: c DATE ®2- LZA(v — INSPECTOR2- L-e- 1 1 O��OF SOpl�o! � o cOUNIY,N TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' - - ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: - � e4l�DATE ®�� INSPECTOR ` SOUlyolo Y3 • �o TOWN OF SOUTHOLD BUILDING DEPT. 755-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) c ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR —� _ (,� 1 OF SOOT fl � o _ Lov courm,��' . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [LFINAL(p.) [ ] FIREPLACE.A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: d r DATE �� Z �� INSPECTOR ` "f - D CC��Gd� Robert J. DD Higgins MAR ® 1 2016 Architect BUILDING DErr. 50 Hidden Acres Path TOWN OF SOUMOILD Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com February 29, 2016 Project: 1925 Stars Road, East Marion, NY Contractor: Almas Homes, Wading River, NY I have reviewed the High Wind strapping installed for the above project and to the best of my knowledge, belief and professional judgment, the strapping as installed meets New York Sate Code. �` ert t7 ! 1 i 0 • 1 " r 1 !. no ��C1fI�!►JAL '`t`ii/�� ; � ��_ ,. � i i IMM,ATION STATE ENERGY Cbm �r - _ — air... I A lip -611 i � .r . , 11 g I _ 7�/..�' _ l i " BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y 1171 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey / SoutholdTown.NorthForkxet PERMIT NO. `7 �/� Check Septic Form N.Y.S.D.E.C. w,q Trustees iviq- C.O.Application r Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration �i �] 20-f Lr, Building Inspec or 1 J U L - 7 2OUIOS , PLICATION FOR BUILDING PERMIT L Date_?/— ,20 I S' 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 h 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. (Signaturyf-app-1—icanzi o ame,if a corporation) (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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. L15') '�J— It Plumbers License No. yC(kg _h lo Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: - IQa 5 � s I --sl- t1.,,-7o-, House Number Street Hamlet C;ornnty Tax Man No 1000 Section �- Block Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy lar..c1 b. Intended use and occupancy S� ti w• , I � � 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 Number of dwelling units on each floor If garage, number of cars Z_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front i? Rear Depth 7 Height z Number of Stories Z 9. Size of lot: Front Rear 1 1 S' Depth 17- Z 0 9 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES /NO Will excess fill be removed from premises?YES NO / p nn � b"_"_C 14.Names of Owner of remisesNc,!X�-A fiLl�1c,Address (2s(yh N;- o s 7-6 Phone No. � G ©6 -�y� y Name of Architect l,e1i; h 5 S Address3� r+, �z�s�'�v, one N�6'3 7) ?-P 8- -33,S- I Name of ContractorAL'�-.4 Address?6 3 Y2-h ?-,S- Phone No.C6'3 S-7-5 d-3 1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 * 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 * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFjj�� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C.1.A,-,e-4 -- (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. SWOM to before me this day of 20J 5- LU, ) CONNIE D.BUNCH �J Notary PublfC,State of New Yo AT,.+,.....n..t,i:,, - MO.U I BU8185050 Qua ifled in Suffolk County Commleelon Bxpinas April 14,2� Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502,, ,- .- P.O. Box 1179 roger.richert( town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: DECEMBER 31, 2015 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME 1 ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 FAX'#. 361-6442 E-MAIL: dblepole@aol.com ]OBSITE-IN FORMATION,;.• NAME: DALECKI RESIDENCE ADDRESS: 1925 STARS ROAD CROSS STREET: EAST MARION NY 11939 PHONE NUMBER: PERMIT NUMBER: 40044 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION Is job ready for inspection: I I_LL_CALL 'WHEN_-READ Do you need a Temp Certificate: YEA - please fax temp TEMP,IN FORMATION (if-needed) Service Size _- _ 200 AMP UNDE GROUND._._ _.__ New Service YES Additional Information etc,, I-61�_ FFQ Sca'tt A. Fussell ,��°�u �� STO]KI MWA\TlEIK SUPERVISOR MA A.Gl]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET J U L 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY Ob 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. ❑aC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑(3'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. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #; 1000 Date: District NAME- WL< <¢in Yt�c-/7 0✓� /r C- Section Block Lot FOR BUILDING DEPARTMENT USE ONLY** Contact Information /C /4C, Reviewed By: - - - - - - - - - - - - - - - - Property Address/Location of Construction Work: - - — — — — — — Date_ - — — — - - � � Approved for processing Building Permit. ® Stormwater Management Control Plan Not Required. Z Z — L! _ 1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000CHAu,� PTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) =-----£--� �OSIM,I- el -2_ Stormwater Management Control Plan CHECK LIST NAME: �^�S/ -�+unll C Seaton Block Lot W z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. plmse Prim Date. ° * The applicant must provide a Complete Explanation and/or Reason for not providing 31-521-6t all Information that has been Required by the following Checklists Jignalure Telepl—Numher 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! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �0 b. Total Site Acreage. 0� c. Existing- Natural & Man Made Features within 500 L.F. ltoSlenSEpjM (�NTROLS, of the Site Boundary as required by§236-17(C)(2). RGt d to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water /�0shallFritrance, e. Limits of Clearing & Area of Proposed Land Disturbance. �0 A we ma & f. Existing&Proposed Contours of the Site (Minimum z Intervals) Wire at e g. Location of all existing& proposed structures, roads, Seeding of expos ed avidior inactive Sol's driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). 00 INSEE k. Location of proposed Construction Entrance/Staging Area(s). ftnact TOS En 4RERIEUIRED 1. Location of proposed concrete washout area(s). 0� c ill, 0 pr -1560 bef M. Location of all proposed erosion&sediment control measures. diit the drainaM Jeers CertifiCa 2. Stormwater Management Control Plan must include Calculations showing ieen installed -tQ Code. 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. m III I Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. Li b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 l' F'`'' L'r I d. Leaching Structures-(P&infiltration basins,swales,etc.) **** FOR ENGINEERI G EPART T ONLY**** El Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — ! Stormwater Management Control Plan is Complete. Date: �-/� SMCP has been approved by the Engineering Department. FORM * SWUXCheck List-TOS MAY 2014 J 18•-0"MAX. C.to C. Ai A�•..,: h�{- •i.�u-rid •• - _ .-'___c_____�__-_�___ ��// G!]MDE •:Z.r_!h_ , tom!•.N-:_« i�� " K�jet fM ��.._.S •A• •N S= �r•. U. o •H •�YIy"i-4"• �\r. 4• ' -�L: t! . .�. i•"w ..+.WU •.�.•- "- -i•.-: Q -.� � chi � �"'�'u •SIN ti •S �"� N- -y-•if�rZ •1. !••.••I !- -• •-: • .u.� (L 1791! W O� PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE . (6x6 - 10 / 10 WWF) Z FILTER CLOTH 5 0 N SCOPE EMBED FILTER CLOTH F MIN. 6" INTO GROUND z 4" NOTE: 1 MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A.well maintained Construction Entrance, SECTION DETAIL Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soils. SILT FENCE DETAILS SCALE: NTS DRAINAGE INSPECTIONS ARE REQUIRED $i4LC�� -7-ZJ0 Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. , r "G1:w Cfig`PAr LxcN Kc. IGf'-tc"C' ?� COUAL. (CN IN5PECTION PCOL5 014.6-Y) 5 �t fSM1' 'IIN. EELOW FIN-'SHED ` CiRAOE }� I Ij ,w,Ir-Z Pim - - f•" iy 1 PRECA5T 5OL='© YJAJ.L ISI N9 A6 MFO-51e F { CARL5019 PRtEGA5T OR APPRO,rW !�OVAL. PIVEGA1-A;- STOMM GRAIN RINSS {+5 By 6ARLSON FRECAV'OR APFRO JSG EG2JAL. YARINBL-E STORM MTER L5440iJOPOOL I7Tw^ ' EROSION&SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: �N� �E Contact TOS Engineering at 765-1560 before A well maintained Construction Entrance, Backfill, OR Provide Engineer's Certification Wire Backed Silt Fencing,stabilization& that the drainage has been installed to Code. Seeding of exposed and/or inactive soils. P �©o1�kA APPLICANT: S.C.T.M.# 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —4 b�SUFFQ�� jj�� 2Z — STORMWATER FINAL NAME kftl6s 3t�UG'(1003 Section Block Lot W Pieax PMI O MceK Zov�►a�s 919 0`331 Date: t' y r� sol INSPECTION REPORT FORM Signature Telephone Numbcr COMPLETED Indicate All Site Work that has been completed Checking Yes / No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED I'll NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls 00 b. Limits of Clearing & Area of Proposed Land Disturbance. c. Condition of Stockpiled Soils. d. Verification of Size & Depth of Leaching Pools. 00tiff I e. Verification of Drain Pipe Installation/Concrete Parging. �0 rJC� f. Driveway Installation within the Town ROW-Highway Specifications V1 yVW11 g. Final Site Grading-Effect on Adjacent Property 000 h. Inspection of Gutter& Leader System-Drainage Piping 000 i. Instalatlon of proposed Swimming Pool and discharge ring. 000IrVL j. Inspection of Construction Entrance/Staging Area(s). k. Location of proposed concrete washout area(s). 0 F-1= A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations. �k OPTION#: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York OPTION :2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION$:3: Site Inspection of open excavation prior to complete backfill and a writte the Town Engineering Department. OPTION': 1. OPTION$:2. Provide Certification of Drainage Installation with As-Built drawings prepared graphs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification & As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES. TOS Review NOTES: o�Ca` o e w A(AjA66 v Wit e.) ****FOR ERR ONLY**** Additional Work Is Required for Approval. Reviewed SMCP Installation is Not Complete. (See Notes Above) Approved — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date Inspection#: ompleted & Approved by the Engineering Department. FORM # SWCP Inspection Report Form-TOS October 2014 err--- _'za� Town Hall Annex �+"L` Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 co Southold, NY 11971-0959 �- BUILDING DEPAKTMENT NOTICE OF UTILIZATION.OF.TRUSS` Y RE CONSTRUCTLON, PRE-ENGINEERED WOOD CONSTRUCTION AN-WOR TIMBER CONSTRUCTION Dater ,.' ti�� a:,. .c`t�,�.•d�n''r is A Owner.- Location of Property: Z 4 ~ Please take notice that the (chedk applIcabl 'line): New residential structure ;x Addition to existing"residential structure k Rehabilitation to an,e)isting residential structure ys" to be constructed or performed at fhe' ubjec#`prb'pet y refereri�e above will atilize 1 (check applicable line): {- Truss type construction-(TTS) Pre-engineered wood.ponstructidn,(PUIY).ce C Timber-construction (TC) in the following locations)(check applicable line): X Floor framing, includit gigirders;and-beams(F)., . Roof framing(R)' Floor and roof frami (FR) Signature: Name (person subrrilitting'this form): t LL I& Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETE-R I - REFL•'EQTl1lE REIT - - ROMAN ALPHANUMERIC PANTON ''' ' DESIGNATi6tc'OF COI€ISTRIlCTION :t TYPE BA!i�61ON•SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. - REFLECTIVE WHITE 112" STROKE - _.. bti-Fcik--M'dcirtir --- :GOAM1?ONE 5;�KELT A 9 V- S -r'RIlSS GOr�ISTRUCTION "F" FLOOR FRAMING,INCLUDING- GIRDERS AND B,EAWV- "R" riQOF,,;I~RAMIPIG.:,. ,. FJ;OOR Ahb I�OOF'E1RAh1Ili G C l-LANCE WTH 191 YCRR PAR -.12E54l�.- CODES DlvrsIC7IJ EXNVIF LE TRUSS [DEN-HFICATlCN SIGH! DATE:03(08/ZM N rE S..�E STAI C TE i� DEP .PaT9. 1'� 'a E" c7 ; ~: �: Y..l: a,. DIVISION OF CODE EN FORICEM ENT AND ADMINISTRATION ;OEPkR7ltENTO i%5j'/,�; Union Land Abstract, Inc® CERTIFICATE OF CHAIN OF TITLE TITLE NO.: ULA-CS-0200 UNION LAND ABSTRACT, INC., licensed to do business in the State of New York and having its principal office at 18 Fairview Street, Huntington, New York 11743, hereby certifies to the Town of Southold in the County of Suffolk that it has searched the title to the premises recited in Schedule A herein for a period commencing from 1981 and running up to June 10, 2015, for the purposes of determining single and separate ownership of said premises and finds the title vested in and can be conveyed by: PAUL DALECKI AND MARY DALECKI Based on said records, this Company has determined that the premises has been held in single and separate ownership since 1981, and has not been held in joint ownership with adjacent lots listed in Schedule B herein, all of which are part of this certificate. THIS CERTIFICATE IS MADE AND ACCEPTED WITH THE UNDERSTANDING THAT THE COMPANY'S LIABILITY HEREUNDER IS LIMITED TO SUCH INTERESTS IN FEE OR EASEMENT AS MAY BE ACQUIRED BY THE COUNTY OR ITS SUBDIVISION FOR STREET PURPOSES AND FOR ANY UNPAID TAXES AND ASSESSMENTS DURING THE PERIOD COVERED ABOVE AND IN NO EVENT IS THE LIABILITY TO EXCEED THE SUM OF ONE THOUSAND ($1,000.00) DOLLARS. DISTRICT: 1000 y JUL 3 1 2015 SECTION: 022.00 BLOCK: 04.00 BLDG U[Pr LOT: 009.000 TOWN,or scw 11101 o' Dated: July 22, 2015 UNION LAND ABSTRACT, INC. "1 l0 JR. Gia op Vice President (63 424-6 18 Fairview Street,Huntington,N.Y. 11743 Telephone: (631)424-6976 Union Land Abstract, Inc. SCHEDULE A - CHAVq of TITLE TITLE NO.: ULA-CS-0200 Subject Parcel: Lot No. 13 on a certain map entitled "Map of Stars Manor" and filed in the Office of the Clerk of the County of Suffolk on September 19, 1963 as Map No. 3864. S.C.T.M.: (1000-022.00-04.00-009.000). DEED Dimitrios Papagiannakis to Vasilios Theoharakis and Ourania Theoharakis,his wife Dated: 6/29/1981 Recorded: 7/16/1981 Liber: 9028 Page: 498 DEED Ourania Theoharakis, individually and as surviving spouse of Vasilios Theoharakis to Aristidisj neohara—k`i� Dated: 12%22/2012 Recorded: 12/27/2012 Liber: 12715 Page: 150 Note: Vasilios Theoharakis a/k/a Vassilios Theoharakis died a resident of Queens County,New York on 4/06/2004. DEED Aristidis Theoharakis to Paul Dalecki and Mary Pal ecki�his wife Dated: 11/17/2014 Recorded: 12/04/2014 Liber: 12798 Page: 857 Initials. 18 Fairview Street,Huntington,N.Y. 11743 Telephone: (631)424-6976 Union Land Abstract, Inc. SCHEDULE B - CHAIN OF 'M'I'LE TITLE NO.: ULA-CS-0200 Adiacent Parcel No. 1: Lot No. 14 on a certain map entitled "Map of Stars Manor" and filed in the Office of the Clerk of the County of Suffolk on September 19, 1963 as Map No. 3864. S.C.T.M.: (1000-022.00-04.00-008.000). DEED Costas Stars to Elefterios Pittas and Chriso Pittas, his wife Dated: 04/18/1964 Recorded: 04/22/1964 Liber: 5531 Page: 473 DEED Elefterios Pittas, as surviving tenant by the entirety to Demo Pittas and John E. Pittas, as joint tenants with rights of survivorship Dated: 01/25/2006 Recorded: 03/28/2006 Liber: 12442 Page: 409 Note:No proof of death of Chriso Pittas was found of record. Adiacent Parcel No. 2: Lot No. 12 on a certain map entitled "Map of Stars Manor" and filed in the Office of the Clerk of the County of Suffolk on September 19, 1963 as Map No. 3864. S.C.T.M.: (1000-022.00-04.00-010.000). DEED Costas Stars to Steve Theoharis and Helen Theoharis, his wife Dated: 09/10/1965 Recorded: 10/22/1965 Liber: 5845 Page: 242 Initials 18 Fairview Street,Huntington,N.Y. 11743 Telephone: (631)424-6976 Union Land Abstract, Ince SCHEDULE B m CHAIN OF TITTLE (continued) TITLE NO.: ULA-CS-0200 DEED Bill Theoharis,Anthony Theoharis and Anna os, as sole heirs at law of Steve Theoharis and Helen Theoharis to Bill Theoharis, Anthony Tfieoharis-and Anna Arabos, as tenants in common Dated: 01/22/2008 _ Recorded: 02/19/2008 Liber: 12541 Page: 108 Note: Deed covers S.C.T.M.: (1000-022.00-04.00-010.000) and more. Note:No proof of death of Steve Theoharis or Helen Theoharis was found of record. TAX DEED Angie M. Carpenter, as County Treasurer to County of Suffolk Dated: 05/31/2011 Recorded: 06/02/2011 Liber: 12661 Page: 629 Note: Tax Deed covers S.C.T.M.: (1000-022.00-04.00-010.000) and more. Adiacent Parcel No. 2: As to Lot No. 28 as shown on a certain map entitled "Map of Highpoint at East Marion, Section One" and filed in the Office of the Cleric of the County of Suffolk on 1/11/1984 as Map No. 7680, Abstract No. 9537. S.C.T.M.: (1000-022.00-05.00-028.000). DEED Julia Conway and Joseph Dzenkowski a/k/a Joseph Dyenkowski, as co-executors of the last will and testament of Andrew Dzenkowski a/k/a Andrew Dyenkowski, deceased to Herbert R. Mandel Dated: 12/28/1981 Recorded: 12/31/1981 Liber: 9122 Page: 465 Note: Deed covers S.C.T.M.: (1000-022.00-05.00-028.000) and more. Initials 18 Fairview Street,Huntington,N.Y. 11743 Telephone: (631)424-6976 Union Land Abstract, Inc. SCHEDULE B - CHAIN of 'TI'T'LE (continued) TITLE NO.: ULA-CS-0200 DEED Herbert R.!1VIan e to Highpoint at East Marion Section One, Inc. Dated: 12/20/1983 Recorded: 12/30/1983 Liber: 9486 Page: 252 Note: Deed covers S.C.T.M.: (1000-022.00-05.00-028.000) and more. DEED Highpoint at East Marion Section One, Inc. to Herbert R. Mandel Dated: 03/22/1984 Recorded: 03/28/1984 Liber: 9536 Page: 05 Note: Deed covers S.C.T.M.: (1000-022.00-05.00-028.000) and more. DEED Herbert R. Mandel to Ciro Ceparano and Rose Ceparano Dated: 05/24/1985 Recorded: 06/05/1985 Liber: 9804 Page: 1 I DEED Rose Marie Ceparano, as surviving tenant by the entirety of Ciro Ze:K ano= to Rose Marie Ceparano, Lucia Russo and Diana Piccola,Trustees, or their successors in trust, under the Rose Marie Ceparano Irrevocable Trust, dated February 8, 1996 Dated: 10/28/1996 Recorded: 01/15/1997 Liber: 11811 Page: 264 Note: Ciro Ceparano died a resident of Suffolk County,New York on 11/19/1991. lnihals� 18 Fairview Street,Huntington,N.Y. 11743 Telephone: (631)424-6976 Union Land Abstract, Inc SCHEDULE B - CHAIN OF TITLE (continued) TITLE NO.: ULA-CS-0200 DEED Rose Marie Ceparano, individually, and Rose Marie Ceparano, Lucia Russo and Diana Piccola, Trustees, or their successors in trust,under the Rose Marie Ceparano Irrevocable Trust, dated February 8, 1996 to Robert R. Pisciotta and Carolyn B.-Pisc ott` a;1ii's wife Dated: 02/05/1999 Recorded: 03/01/1999 Liber: 11948 Page: 361 Initials• 18 Fairview Street,Huntington,N.Y. 11743 Telephone: (631)424-6976 •� v ol Cir i n5 ��R� BLv©•'``S is "" �� A � � �'�° "�` .s \ ` 13 cl \o, O� u ` i SQ Tit, rm w 23 41,E 1 �' P1r'" _ (� j q '�, mr r 26 ! eL 0 5 e w (M)3 24 r \ 13A W B F `y F srn 2� kol �. � 15n), j OB) l m a 0p , {17r NO 140 s re [[[ 18' , 6 clay ° '' \ 18.22 ss of caa} 1 s9 {1py YU:q 26 . �'� 5 1'` 31.2P, j B hay°� �"o ,r ,`\\ (OPEN SPACE PARI p tat f m {1e{� »n 1 y0 �!�' �� ,i (1�7 eta �` '� 5.1 1• \ 27 b (143 2Bs d 18 2 \ \ 5 ,g � 145 1J a !n e (281LL '�1 ., �7z 1� {i2} .• a VI' (toy �•` � ,pt 14 �Yr CIV` ��c`L 1� � � A pp rytr � 1:J6 29 1" 32 1� 31 ®} ( y f FOR PCL.NO. A , FOR PCL No r 41� SEE SEC.NO. > > O SEE SEC NO. (12) 13 12 (� 4�, 031-04 011 O LD31-02-034 �v r t MATCf LINE 1 (u) ryf — —— hiATCH LINE Y MATCH Ung®n Land Abstract, Inca CERTIFICATE OF CHAIN OF TITLE TITLE NO.: ULA-CS-0200 UNION LAND ABSTRACT, INC., licensed to do business in the State of New York and having its principal office at 18 Fairview Street, Huntington, New York 11743), hereby certifies to the Town of.Southold in the County of Suffolk that it has searched the title to the premises recited In Schedule A herein For a period commencing from 1981 and running up to ,June 10, 2015; for the purposes of determining single and separate ownership of said premises and finds the title Nested in and can be conveyed by: PAUL DALECKI AND MARY DALECKI Based on said records, this Company has determined that the premises has been held in single and separate ownership since 1981, and has not been held in joint ownership with adjacent lots listed in Schedulc B herein, all of which are part of this certificate. THIS CERTIFICATE IS MADE AND ACCEPTED WITH THE L-NDEWSTANDING THAT THE CONIPANY'S LIABILITY HEREUNDER IS LIMITED T/SUCN LOSS, COSTS ANID'OR DAMAGE ACTUALLY INCURRED AS A RESULT OF IATERIAL DEFECTS IN THIS REPORT ANTD IN NO EVENT IS THE LIABILITY T EMCEED TILE SUM OF TWENTY-FIVE THOUSAND ($25.000.00) DOLLARS. DISTRICT: 1000 SECTION: 022.00 BLOCK: 04.00 LOT. 009.000 Dated- July 22, 201; UNION 1-AND Al ,'TRACT, INC. l..J 2015 John R. Giacoppi, Vice President AUG 21 (63"1) 424-6976 i LDG DEM T:1,W11.OF Al11',I()LD 8 Faun-iekv Sue& Ilunluizton.N.Y. 1 1/43 telephone. (63 1)424-6976 U� 1 Union Land Abstract, Inca SCHEDULE A - CHAIN OF TITLE TITLE NO.: ULA-CS-0200 Subject Parcel: Lot No. 13 on a certain map entitled "Map of Stars Ivianor" and fled in the Office of the Cleric of the County of Suffolk on September 19, 1963 as Map No. 3864. S.C.T.M.: (1000-022.00-04.00-009.000). DEED Dimitrios Papagiannakis to Vasilios Theoharakis and Ourania Theoharakis,his wife Dated: 6/2-9/1981 Recorded: 7/16/1981 Liber: 9028 Pace: 498 DEED Ourania"Cheoharakis, individually and as surviving spouse of Vasilios Theoharakis to Aristidis Theoharakis Dated: 12/22/2012 Recorded: 12/27/2012 Liber: 12715 Page: 150 Note:Vasilios Theoharakis a/k/a Vassilios Theoharakis died a resident of Queens County,New York on 4/06/2004. DEED Ai-istidis "Theoharakis to Paul Dalecki and Mary Dalecki, his wife Dated 11/17/2014 Recorded: 12/04/2014 Liber; 12798 Pace: 8i7V/ r Imhals 19 F.tirvieve Street,l-L111tin)ton,'!\.Y. 117413 Telephone.(6=1)424-6976 Union Land Abstract,ct, Ine. SCHEDULE B -- CHAIN OF TITLE TITLE NO.: ULA-CS-0200 Adjacent Pareel No. 1: Lot No. 14 on a certain map entitled "Map of Stars Manor" and Filed in the Office of the Cleric of the County 01"SufiOlk on September 19; 1963 as Map No.3864. S.C.T.M.. (1000-022.00-04.00-008.000 . DEED Costas Stars to Elefterios Pittas and Chriso Pittas, his wife i Dated: 04/18/1964 Recorded: 04/22/1964 Liber: 5531 Page: 473 V/ DEED Elefterios Pittas, as surviving tenant by the entirety to Demo Pittas and John E. Pittas,as Joint tenants with rights of survivorship Datcd: 01/25/2006 Recorded: 03/28/2006 Liber: 12442 Page: 409 Note: No proof of death of Chriso Pittas was found of record. Adjacent Parcel No.2: Lot No. 12 on a certain map entitled "Map of Stars Manor" and filed in the Office of the Cleik of the C•ollnty of Suftolk on September 19, 1963 as Map No. 3864. S C,T.NI : (1000-022.00-04.00-010,000). DEED Costas Stars to Steve Theoharis and Helen"Theoharis,his wife Dated. 09/10/1965 Recorded: 10/22/1965 Liber: 5845 Page: 242 15 Fan ic1 1 StrM,1-IuIVngton,NN 11743 1•eiglione (0 1)-1-21-6976 Union Land Abstract, 111Cv SCHEDULE B - CHAIN OF TITLE (continue( } TITLE NO.: ULA-CS-0200 DEED Bill Theoharis, Anthony Theoharis and Anna Arabos, as sole heirs at law of Steve Theoharis and Helen Theoharis to Bill Theoharis,Anthony Theoharis and Amia Arabos, as tenants in common Dated: 01/22/2005 Recorded: 02/19/2008 Liber: 12541 Page- 105 Note: Deed covers S.C.T.M.: (1000-022.00-04.00-010.000) and more. Note:No proof of death of Steve"Theoharis or Helen Theoharis was found of record. TALC DEED Angie IM. Carpenter, as County Treasurer,. to County of Suffolk Dated: 05/31/2011 Recorded: 06/02/2011 Liber: 12661 Page: 629 Note: Tax Deed covers S.C.'T.rYI.: (1000-022.00-04.00-010.000) and more. Adiacent Parcel No. 2: As to Lot No. 25 as shown on a certain map entitled "Map of Hrghpoint at )last Marion, Section One" and filed in the Office of the Clerk of the County of Suffolk on 1/11/1984 as Map No. 7680. Abstract No. 9537. S C.T.M.: (1000-022.00-05.00-028.000). DEED Julia Conway and Joseph Dienkowski a./Ida Joseph Dyenkowski, as co-executors of the last will and testament of Andrew DLenkowski alk/a Andrew Dyenkowslci, deceased ; to / Herbert R. Mandel Dated: 12/28/1981 Recorded. 12/31/1981 Liber: 9122 Page- 465 Note: need covers S.C.T.M.:.(1000-022.00-05.00-028.000) and more. Initials IS Fairview Street,Huntirn�ion \.Y 11743 Telephone, (631)-1211-69 76 Union Land Abstract, Inc. SCHEDULE B m CHAIN OF TITLE (eonffiLued-) TITLE NO.. ULA-CS-0200 DEED Herbert R. Mandel to /J Highpoint at East Marion Section One,hie. Dated: 12/20/1983 Recorded: 12/30/1983 Liber: 9486 Page: 252 Note: Deed covers S.C.T.M.: (1000-022.00-05.00-028.000)and more. DEED Highpoint at East Marion Section One, Inc. to Herbert R. Mandel Dated: 03/22/198=1 Recorded: 03/28/1984 Liber: 9536 Page: 05 Note: Deed covers S.C.T.M.: (1000-022.00-05.00-028.000) and more. DECD Herbert R. Mandel to Ciro Ceparano and Rose Ceparano Dated: 05/24/1985 Recorded: 06/05/1985 Liber: 9804 Page: 11 DEED Rose N'Iaric Ceparano, its surviving tenant by the entirety of Ciro Ceparano to Rose Vlarie Ceparano, Lucia Russo and Diana Piecola,Trustees, or their successors in trij t, under the Rose Marie Ceparano Irrevocable Trust,dated February 8, 1996 / Dated: 10/28/1996 Recorded: 01/15/1997 { Liber: 11811 PaL)e: 264 Note: Ciro Ceparano died a resident of Suffolk County,New York on 11/19/1991 �naia�s`,7 18 F;iirvlell'Sir CCL Hwitlflgloli_N Y, 11743 Telepholle (6'31)424-69716 Union Land. Abstract, Ince SCHEDULE B -CHAIN OF TITLE, (continued) TITLE NO.: ULA-CS-0200 D EF t) Rose Marie Ceparano, individually, and Rost;Marie Ceparano, Lucia Russo and Diane 1 iccola, Trustees, or their successors in trust,under the Rose Marie Ceparano hTevocable Trust.dated Februaiy S, 1996 to Robert R. Pisciotta and Carolyn B. Pisciotta,his wife Dated: 02/05/1999 Recorded: 03/01/1999 Liber 11943 Page: 361 lllfllillc IS F:uivic,% -'mutct. Htill mz:or,N N' 1 1743 Tzlephme. 4G3!} 42.4-6976 tE"7 t � �,c t`bi t '` �' Pat -.2 (.3t N5 "31 20 Is f2D] S / �,�7 '' `'' t > (22) 1"A 1 PI) 822 C3: 31 2A (OPER SPACE R;Rc 6 %0 5.1 pi) 10.0A (14) 17 (17 LB LL A4 'Ib T pi C)LD Z, Gam? 32 FOR PCL '140 Fo -N SEE SEC,140 FOR 0—No.k $E E!,3-;:c.,4 0. UNMATCH If u m E, Qs PROPOSED 2 STY FR DWELLING = 3,406 SQ. FT. W/3 BEDROMS LOT AREA = 20,390 SQ. FT. SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8' DIA. x12' DEEP GAR FL ELEV = 36.5 ELEVATIONS L..9 w R , F FL ELEV = 38.5 NOTE DATUM N.A.V.D. 1988 LU LuS C=b co t "LLMIDLAURALd MUST , ® Off FINAL �Fo �— :Cz 7 L C, U)C3 VACANT 150' VACANT LOT NUMBER 14 FD MON 5 7'NN 79-42'40"E /173.50' (35'7) (37 7) prop MON z well (34 1) DWELL prop _ 141' well screen room I (36.5) DWELL 11.77- 39 0' (36.5) O well � v � covered porch 150' v r� PROP fv 2 STY O �o FIR DWELL 29 7' m a ry L 150' R 45 O Q 26.0' 61 6' 39 0' Cl'- (36.5) 50.5' _ — -9 to prop deck (36.5) —' DWELL J PO w S 00� TEST HOLE O well O FD1�ON pfop O pole o 3.5 N LP eJ drureway #13 £ — 36.1 5' 5' 34 4 (33.8) S 79`42'40" 1 .09' FD MON (held) (n LOT NU BER 1 7 DWELL/WELL VAC NT Z: wellCA greater than 8 150 to property o v) o ' 150' WILLOW DRIVE DWELL F well SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC89 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILT RESIDENCE ONLY TEST HOLE by McDONALD GEOSCIENCE 5-15-2015 D 2201SKS.REIN.NO. 0' ApPPlOVB® DARK BROWN LOAM OL 1' F® IMUM OF BECRO EXPIRES THREE YEARS F M®ATE 0 APPROVAL BROWN SILTY SAND SM 4 /00FF e a 7'i q VI (efalfek WweP 4 ' 4- sa m i I a � Lo�r 7�i�' BROWN FINE TO COARSE SAND SW 17" THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY TINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB NO 15-61 FILE NO STARS MANOR INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALIS POOLS, PATIOS, NO WATER ENCOUNTERED PLANTING AREAS. ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 13 7209 OF THE NEW YORK STATE EDUCATION LAW. MAP OF STARS MANOR GUARANTEE INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT EAST MARION AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSRIUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y NOTE: OR SUBSEQUENT OWNERS. Location of water mains COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-6-2015 & adjoiners water supply EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. by others and are not FILED MAP No 3864 DATE 10-19-1963 guaranteed. CERTIFIED ONLY TO: TAX MAP No-. (REF ONLY) 1000-22-4-9 " DISK 2015 �� HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR MAY 7 9 20 5P.O. BOX 616 1 / '�` �-�7 J 1866 WADING RIVER—MANOR RD WADING RIVER, 'I.N." ' / \ NEW YORK, 11792 �' nt; HEALTH s—RV, � N.Y LIC. No. 048992 _ V��S�EVdA'°jEff (`r HAROLD F TRANCHON JR. PENN. LIC. No. 2115—E 631-929 4695 LOT AREA 20,390 SQ. FT. PROPOSED 2 STY FR DWELLING 3,406 SQ. FT. W/3 BEDROMS SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8' DIA. x12' DEEP V GAR FL ELEV = 36.5 ( ) ELEVATIONS F FL ELEV 38.5 NOTE DATUM N.A.V.D. 1988 �V VACANT VACANT LOT NUMBER 14 FD MON 5.7'N N 79°42'40"E 173.50' (35.7) FD (377 rD MON (34 1) Z r A V O� well DWELL Q (A q b -� screen (36.5) 1 co OD room (36 5) DWELL q 4L X1.7 ;, 39.0' Cn O ui : �! covered -� y porch, �! 1' ni PROP NO w2 Cn 71 DWELL 29.7' OAR 45' C) 26.0' 6 50.5' 39.0' vi (36.5) ` d —` to pro`deck, (3 ) DWELL o �0xsST ` TEST HOLEO L P3 Prop O pole FD N p e��- driveway #13 3. ]c 3 b — — — (33 8) o S 79°42'40"W 172.09' FD Mort (held) , LOT NUMBER 12 DWELL VACANT N CD O Z O ER®sIGN SEDIAMT WILLOW DRIVE Shall include but not be limited to: A well maintained CoftVuction Et1lt DWELL nce, DRAir�A cALCULAT10r�3 Wke BacketSilt Fenci4 stabilization a pR1VEti-IAY ri`x 0 17 401 :u 1"j Seeding of evosed and/or inactive sow. G) Roo�fv'L 20.5= 30 F-1 X 0 17 = 46'6 CU FF L P tL I DRI-/cwp�/ 401 C u• 1-1 DRAINAGE� ARE R�NlED Contact TOS Engineering at 7W150before ROOF ARBA 97 Cu FT Backfill,®R Provide Engineer's Certification T()-!'AL- - -4<i8 cu.Fr - � that the drainage has been installed to Code. PRor-� I- 5 D�x I2'DEEP = _507 CV FT- L P�±2 RUDF ^RQj-r 19S CU FT _n �. TEST HOLE by McDONALD GEOSCIENCE FROP05E I- 8'r,)P1 x S'DCEP = 21 I CU FT F p 5-15-2015 L P iia RCOFAREP\ 199 CU FT 0' PRO I - 8'D/AXSDw3= 211 co FT DARK BROWN LOAM OL 5EE 5H EETS 2#-3(/C�-r ,,NCHED) FDR DE7A►(S N , 1 APMVAI OF ST"JIAMIATER MAN o BROWN SILTY SAND SM Ar PIAN �T r 236 DOW 4 BROWN FINE TO COARSE SAND SW 23-15AVOW (DFIST ICESI L-r FEriCE $ DRA44 Y6-_ 1 7. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 15-61 FILE No. STARS MANOR INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS. PATIOS,- NO WATER ENCOUNTERED PUNTING ARM ADDMON TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION•TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 13 7209 OF THE NEW YORK STATE EDUCATION LAW. MAP OF STARS MANOR GUARANTEES INDICATED HEREON SH4L RUN ONLY TO THE PERSON FOR WHOM THE SITUATED AT EAST MARION SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSUTUTION. GUARANTEES ARE NOr TRANSFERABLE TO ADDRIONAL INSITMONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. NOTE: OR SUBSEQUENT OWNERS. Location of water mains COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-6-2015 & adjoiners water supply EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. aFILED MAP No. 3864 DATE 10-19-1963 by others and are not guaranteed. CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-22-4-9 DISK 2015 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 r-� 1 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N . LIC. No. 048992631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC No. 2115—E LOT Al?r_�. = 20,390 SQ. FT. 15—L11 w 11LD OCT 4 2015 �. � I- � Pr Tat�llrl r sol,n1nro LOT NUMBER 14 ! FD MON 5;7'N N 79°42'40"E 173.50' FD z MON N Cil O � OD —62.2' I r cn 39.0' N) N �j O 26 0' 45.9' Fr FOUNDATION N I� V O 26.0' a 39 0' d 90 FD MONpole 3.5'N pill 0 S 79`42'40"W 172.09' FD MON (held) LOT NUMBER 12 N O n 0 WILLOW DRIVE 1 D n a 10-7-2015 LOCATED FOUNDATION THE OFFSETS (OR DIMENSIONS)•SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB NO 15-61 FILE No STARS MANOR INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS,'ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 13 7209 OF THE NEW YORK STATE EDUCATION LAW. MAP OF STARS MANOR GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT EAST MARION AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES'ARE NOT TRANSFERABLE To ADDITIONAL,INSITNTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-6-2015 EMBOSSED SEAL,SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 3864 DATE 10-19-1963 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-22-4-9 DISK 2015 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.0 BOX 616 1866 WADIP�!G RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 LIC. -No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC N0. 2115—E 15-211 LOT AREA = 20,390 SQ:' FT. 16-120 APPROVAL 0`F CONSIMM-0WORRA PIN 5 011; Iri.v6�t�6�o. l t 15_-_aa�3 Thc`��•�tagE3 Cisps$w1 T3l1f1 eetfator 9Uppty 00,lsbT'?%dt 0196 1M%6e±te t1iilt6 tebtt J U L 2 2 2016 kiss 4rdfor corEliied by this Wp t eht cr dth@r d&116015 dnd idlid W be sa;i taary FOR A MAXIMU t�F� „ GtDkOoftl 'TOWNGDEM SOUTHOLD [� Wallfic j-07O P c1 `" — TOWN OF 5 f Office of�tl��tt:v'otor mw1ddj ht LOT NUMBER 14 FD MON 5.7'N N 79°42'40"E 173.50' FD Oroof well MON roof N " ll drywall v buried Oprtcnk e 74.5' 00 encl screen 11.7 39,0' Ln O C,I poreA o V V 50.5' walk � N N °o ;' O Fm �, o roof over o4.oa 26.0' 45 9' fTl Qo 2 STY FR ^� DWELL I GAR V O x- 26 0' roof 12' o'- drywell d 34 5' 15' 32.5' Cn bluestone driveway O O o O P#011 ole FD MON #13 3.5'N blgm blk curbing ° S 79`42'40"W 172.09' FD MON (held) LOT NUMBER 12 N W O O WILLOW DRIVE NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. E Lb_ 'I� �` 6-22-2016 FINAL SURVEY R REC 3 �Ya . 10-7-2015 LOCATED FOUNDATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 15-61 FILE No. STARS MANOR INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS. POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 13 7209 OF THE NEW YORK STATE EDUCATION LAW MAP OF STARS MANOR GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT EAST MARION AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS COPIES OF THIS SURVEY MAP NOT BEARING,THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-6-2015 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY FILED MAP No. 3864 DATE 10-19-1963 OF NE CERTIFIED ONLY :Q�� '® TAX MAP No (REF ONLY) 1000-22-4-9 DISK 2015 ® *' w �� °y HAROLD F TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 LIC. No. 048992 — `� � 631 929-4695 HAROLD F. T RA NC L��&) N. LIC. No. 2115—E REScheck Software Version 4.6.1 Compliance Certificate Project Dalecki Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,063 ft2 Glazing Area 10% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: East Marion, NY Paul Dalecki Robert Higgins Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com t4 Compliance: 19.8%Better Than Code Maximum UA: 580 Your UA: 465 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont., Floor 1:All-Wood JoistiTruss:Over Unconditioned Space 2,063 30.0 0.0 0.033 68 Ceiling 1: Flat Ceiling or Scissor Truss 1,775 38.0 0.0 0.030 53 Ceiling 2: Cathedral Ceiling 288 30.0 0.0 0.034 10 Wall 1:Wood Frame, 16" o.c. 3,514 19.0 0.0 0.060 184 Window 1:Wood Frame:Double Pane with Low-E 265 0.320 85 Door 1:Solid 79 0.400 32 Door 2: Glass 102 0.320 33 Compliance Statement. The proposed building design described er 's consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed it ng has been designed to meet the 2010 New York Energ Conservation nstr c Ion Code requirements in REScheck Vers' n 4. .1 nd o m -trttith the mandatory requir�ents t din the RESchec I spe i pCtTecklfst Name-Title Signature Date r Project Title: Dalecki Residence Report date: 06/17/15 Data filename: Untitled.rck Page 1 of 1 1604(-( EScheck Software ware Versi n 4.6.2 w C®m'pliance Certificate p MC[EDV[E D Project dalecki residence MAR - 1 2016 Energy Code: 2010 New York Energy Conservation ]BIDING DEPT. Location: Suffolk County, New York TOWN OF SOT HOLD Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 12% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: east marion, NY almas construction Robert Higgins rte 25 a Robert Higgins Architect wading river, NY 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com Compliance 14.7%Better Than Code Maximum UA. 593 Your UA: 506 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1:All-Wood jolst/Truss:Over Unconditioned Space 2,063 30.0 0.0 0,033 68 Wall 1:Wood Frame, 16"o.c. 2,548 19.0 0.0 0.060 124 Window 1: Wood Frame:Double Pane with Low-E 321 0.320 103 entry unit: Solid 40 0.400 16 R5 steel insul: Solid 20 0.200 4 Door 3: Glass 105 0.320 34 Wall 2:Wood Frame, 16"o.c. 926 13.0 0.0 0.082 76 Ceiling 1: Flat Ceiling or Scissor Truss 1,708 30.0 0.0 0.035 59 Skylight 1: Wood Frame:Double Pane with Low-E 32 0.320 10 Ceiling 2: Cathedral Ceiling 355 300 0.0 0.034 12 Project Title: dalecki residence Report date: 02/21/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Dalecki Paul Page 1 of 2 South old\energy.rck Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildin a been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6 anp to gomply with the mandatory requirements listed in the REScheck Inspection Checklist. robert higgms architect 02/21/2016 Name-Title Sigr afure Date Project Title: dalecki residence Report date: 02/21/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Dalecki Paul Page 2 of 2 South old\energy.rck GENERAL FLASHING AND CAULKING NOTES: TRUSS PLACARDING REQUIRED NOTED GENERAL NOTES PROVIDE E• /�.3 lT '�7 PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS ��, OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET B.P.# f l'ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED VERTICAL SURFACES.ALL METAL FLASH►NG SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFSNaIIinq ScheduIe for LateraI and Sh�'i� CJ TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 2010 BUILDING CODE OF NYS,2010-PLUMBING CODE,FIRE CODE,MECHANICAL CODE,FUEL GAS CODE, AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS ANDFE1y EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. Connection re q u 1 re m e nts NG FY BUi•DID DEPARTMENT AT PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. 765-181,02 8 AIM THE REFERENCE STANDARD UTILIZED:AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION GENERAL WALL BOARD NOTES BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION FOLLOWING INSPECTIONS:0 FORTHE PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. W PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS 1. FOUIdDATlOP�I - TWO REQUIRED ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS AND 5/8"CEMENT BOARD IN ALL WET AREAS. ., �,�� - TE CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PER DESIGN ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO .. IPfBER OF tAlO�l�iCr�tkvG FRAMII:G & LUPJ RING DESCRIPTION O LEAD CONTENT EEF7P� ON NAILS _ SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. ; 3. INSULATION r n IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING CERTIFICATE OF OCC UP + L f -4. N 43 ; MUST V) TO STARTING ANY WORK. EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF ROOF FRAMING SOLDER USED IN AM ER BE COMPLETE FOR C. j. W 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS,TO EXTEND 36 INCHES PAST THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL ALL HEAT PRODUCING EQUIPMENT. ♦ i Cr.; t,r t - P (9H • L MEET TH AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT RAFTER TO TOP PLATE(TOE NA }, r,� •4-8D Erfi N-iW-TERTS OF THE DES OF NE PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL GENERAL STAIR NOTE "'" ` "" Uii E. NOT' R S NSIBLE FO THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THCEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D G THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE nit N ERROR CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM. WITH R.314 THE F THE 2010 R CODE ESIDENTIAL CODE OF NEW YORK NEWSTATYORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP PERMIT.) MAX.RISER-8" CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-161 EACH LAP ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL MIN. TREAD 9"-W/0 NOSE) LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MIN. NOSE-3/4" 25 COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE .. CONTRACTOR. MAX.NOSE-11/4" MAX.NOSE RADIUS-9/16" ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT, BLOCKING TO RAFTER(TOE NAILED) 3-81) EACH END ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING GENERAL HANDRAIL AND GUARD NOTES RIM BOARD TO RAFTER(END NAILED) 2-161 EACH END U. JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND RAFTERS TO RIDGE,VALLEY OR HIP TOE NAILED GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP ( ) 4-161 EACH RAFTER W ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-164 E } Pc a , �/CF�MM)r.t) U OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. _ .:A1t1tP:C..'!P� .. ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. IV PLUMBING Contact TOS En'i; 'et i0i;0, ,, . ;t;t ?`"" ( D1 W THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND GENERAL GLAZING NOTES ALL WATERLINES NEED Backfill,Or Provi,,., EnSincor'� ce tltiotldtl v WALL FRAMING ,,. h� in�tallrrl t0 COd J ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 „�� u DIMENSIONS UNLESS INDICATED OTHERWISE. E °"" _ ., ODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12. x FOOT MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER ALL MATERIALS AND PR AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-i(ib' V/� � JOIST-EACH SIDE Q ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE,ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL EMERGENCY ESCAPE AND RESCUE NOTE STUD TO STUD(FACE NAILED) 2-161 24"ON CENTER 0 Q ■ INDICATED OTHERWISE. R310.1 Emergency escape and rescue required.Basements with habitable space and eve sleeping room shall have at least one operable emergency and rescue opening.Such opening shall open -- ��/)'� g y p q p every p g p � y p g• p g p HEADER TO HEADER(FACE NAILED) 161 i6"O.C. ALONG EDGES � V J THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND directly into a public street,public alley,yard or court.Where basements contain one or more sleeping rooms,emergency egress and rescue openings shall be required In each sleeping room, I ' ' PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM but shall not be required in adjoining areas of the basement.Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches above the '�O"' THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR floor.Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure,the bulkhead TOP AND BOTTOM PLATE TO STUD Z-161{max.wall ht; 10') EACH STUD rn ANY OH HIS SUBCONTRACTORS( R ANY PERSONS PERFORMING THE WORK, enclosure shall comply with Section R310.3.The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from �+ the inside.Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well In accordance with Section R310.2. TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht; 10'to 20') EACH STUD THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE Emergency escape and rescue openings shall open directly into a public way,or to a yard or court that opens to a public way. o ARCHITECT AND USER OF THESE DOCUMENTS. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-161 NOTE 1 PER FOOT GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES 06 ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE OF END JOISTS,FACE NAILED IN LAPPED AREA 8-161 O 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE APPROVED PROTECTIVE BARRIERS AND APPROVED ' THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D MM ry SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE WALL SHEATHING ATTACHMENT REQUIREMENTS L1.. Qr RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL LIGHT,VENTILATION AND HEATING NOTES CONTINUOUS HEADER TO STUD n W ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. BASED ON TABLE 3.11 OF THE 2001 EDITION (TWO PIECES) 16d 16"o.c. along each edge li. PROVIDE LIGHT,VENTILATION AND HEAT A5 PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. 2 Maximum Nail spacing for 8d common nails BUILT UP CORNER STUDS 16d 24"ON CENTER GENERAL EXCAVATION AND BACKFILLING NOTES PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. BUILT UP GIRDERS AND BEAMS, 16d �k�k EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. 3-second gust wind speed @ 120(MPH) 2 INCH LUMBER LAYERS E STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN E ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING '*NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP O C L -a O CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THANED AGENCY AND IFIED BY A NEW YORK STATE PROFESSIONAL ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE NOTE:SAFETY GLAZING STRUCTURAL SHEATHING Stud At panel At intermediate END AND AT EACH SPLICEAND BOTTOM AND NAILS.2-NAILS AT EACH �:I °, ' ICAi- N 0 � _O c0 n RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS (SEE NOTE A) Spacing edges edges in field tlp' p M g q® i�"n O (n p 1 °" S ; 6 K b ✓ R w �+ C V O aARCHITECT. WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. r2iedx.INTERIOR ZONE 16"o.c. 6" O 12" 0 'O M Q O N (_n -`- NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY CU 0) O I CO .O O L WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL OF WALKING SURFACE OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION 4-FOOT EDGE ZONE 16"o.c. g" 6" FLOOR FRAMING CL m 0 c� o CONCRETE WORK. AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD j I N C O OR WALKING SURFACE. JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST N ` L V) p �_' C'4- LOTS LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. ALL DRAINAGE SHALL CONFORM TO RCNYS,SECTION R401 SHEAR WALLS 16"o.c. 3" 6" = *"' '— THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET. -O `~ t- v L a O BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END ` � O C � ,� OCn ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. ROOF SHEATHING ATTACHMENT REQUIREMENTS ca in v '� JO c NOTE A: BLOCKING TOJOISTS(TOE NAILED) 2-8D EACH END CD to -, O E O (0 0O REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER BASED ON TABLE 3.10 OF THE 2001 WFCM EDITION wall sheathing within 4-feet of the corners, the 4 foot perimeter m Q. c O M `- C BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-161 EACH BLOCK ~ ` — O Cr ALL LOCAL BUILDING REQUIREMENTS. edge zone attachment requirements shall be used. Maximum Nail spacing for 8d Deformed or 8d common mails IN AREAS LIKELY TO HAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKOWN SOIL CHARACTERISTICS,THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST A SOIL TEST RO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE MADE SY AN APPROVED AGENCY USING APPROVED METHODS, for exterior panel siding, galvanized 10d box nails may be substituted 0 for the common nails JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST 3 - second gust Wind Speed @ 120 (MPH) Z GENERAL CONCRETE NOTES: 24. Windows in buildings located in Wood-Borne debris regions (areas within- BAND JOIST TD JOIST(END NAILED) 3-16D EACH JOIST W ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. EXCEPT EXPOSED SLABS hurricane prone regions within 1 mile of the coastal high water BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT O c GARAGE SLABS AND CONCRETE STEPS/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL SHEATHING LOCATION Spacing At panel At intermedliate line were the basic wind speed is 110 miles per hour or greater W G BE PERMITTED TO BE ADDED To THE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE SEE NOTE A edges edges in field NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL W Z 0 O CONCRETE VOLUME. � ) g g or 120 miles per hour as per figure R301.2(4)of the New York State Residential Building Code shall meet the requirements of the large SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. W J z ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. INTERIOR ZONE 12"o.c. 6" 12" Missle test ASTM E 1996 and the ASTM E 1886 CV ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. " +� 1� ALL FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. 16 o.c. 6 12 referenced therein. ^� N�N ALL FOOTINGS SHALL BE A MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL TO 2 HORIZONTAL „ „ (values are nominal design 3-second gust wind speed in miles per hour) DESCRIPTION NUMBER OF NAIL SPACING 0 Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity PERIMETER EDGE ZONE 12 o.c. 6 6 COMMON NAILS W W W f shall be determined by soils investigation.(RCNYS R401.1) 16"O.C. 6" 6" A. EXCEPTION: = z W U) Wood Structural panels with a minimum of thickness of 7/16 inch DECK CONSTRUCTION U W 1 GENERAL GARAGE NOTES: Fasteners for asphalt shingles shall be galvanized or stainless steel, and a maximum span of 8 feet shall be permitted for opening ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND aluminum or copper roofing nails, minimum 12 gage shank with a Protection. Panels shall be precut to cover the g p g 3-101 THREADED NAILS lazed o enin s DECK RIM JC,'ST TO END JOIST 3 #10 x 3"WOOD SCREWSS EACH JOIST U)v, M OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OFwith attachment hardware provided in the table below. 1 O THREADED NAILS @ 6"o.c. THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. mIn1171Um 3/8" Inch diameter head. the fasteners shall penetrate Label all panels and store in a clean dry area of the house. WOOD DECKING TO TOP OF RIM JOIST #10 WOOD SCREWS 6"o.c. EACH JOIST through the roof sheathting and comply with ASTM F 1667 Attachments shall be provided in accordance with the table SLOPE ALL GARAGE FLOORS TOGARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. All asphalt shingles Shall have self-seal strips Or be interlocking, as follows: POST TO BEAM 2-112"OR 5/8"DIA THRU-BOLTS/WASHERS AT EACH POST GENERAL SMOKE AND CARBON MONOXIDE ALARM: and Comply with ASTM D 225 Or ASTM D 3462 PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL B. Fastener Schedule for wood plywood panels EQUIPMENT SHALL BE APPROVED, LISTED AND IN CONFORMITY WITH NFPA72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF For normal applications, ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS, pp asphalt shingles shall be secured to roof TABLE R301.2.1.2 SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. U-11 with not less than six fasteners per strip. p PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Fastener Panel Span Panel Span Panel Span ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED u7 z Type Less than or less than or less than or OR STAINLESS STEEL. CD U) GENERAL FRAMING NOTES: NOTE A: For roof and wall sheathing within 4-feet of the perimeter equal to 4 feet equal to 6 feet equal to 8' ci BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. edge of the roof, include on each side of the roof peak, ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH � w the 4-foot perimeter edge zone attachment requirements IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. of j Q E= 1.6,MIN Fb=1000 p g G 4-1/2"#6 Wood 16 inches 12 inches 9 inches shall be used. Screw or 10d on center on center on center " Q U ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: DECK FOOTINGS CLOSER THAN 5-0 TO AN EXISTING EXTERIOR HOUSE WALL MUST BEAR � a.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. Nails AT THE SAME ELEVATION AS THE FOOTING OF THE EXISTING HOUSE FOUNDATION. b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES c.) ALL STRUCTURAL CONNECTORS,i.e.SIMPSON STRONG-TIE OR USP SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. NOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. FLOOR SHEATHING ATTACHMENT REQUIREMENTS 4-1/2"#8 Wood 16 inches 16 inches 12 inches CEILING SHEATHING ATTACHMENT REQUIREMENTS ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. Screws on center on center on center 5d cooler nails spaced 7" on edge " ' NOT PROCEED WITH Shall be attached with a minimum of 8d common nails spaced at a minimum of 6-inches on center on p g and 10 In field FRAMING UNTIL SURVEY ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN panel edges and 12-inches on Center in panel field. a.This table is based on 130 mph wind speeds and a 33-foot mean roof height. OF FOUNDATION LOCATION STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE HAS BEEN APPROVED. MANUFACTURE. b.Fasteners shall be installed at opposing ends of the wood structural panel. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA L� ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED Fasteners shall be located a minimum of 1 Inch from the edge of the panel. ~ SUBJECT TO DAMAGE FROM PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE. INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER c.Fasteners shall be long enough to penetrate through the exterior wall covering GROUND WIND SIESMIC FROST ICE SHIELD ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. and a minimum of 11/4 inches into wood wall framingand a minimum of 1-1A inches SNOW SPEED DESIGN LINE UNDERLAYMENT FLOOD DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. into concrete block or concrete,and into steel framing a minimum of 3 exposed threads. LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE REQUIRED HAZARD Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block N PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. or concrete. 20 LBS 120 B SEVERE 3'-0" ITO HEAVYE YES NO � E"'( a � PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. d.Where screws are attached to masonry or masonry/stucco,they shall be attached V '--' ++ using vibration-resistant anchors having a minimum ultimate withdrawal capacity of TABLE R301.2(1)Residential Code of NEW YORK STATE rT� y p PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. 1/2 structural plywood 490 pounds. Fr-i SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. Panel, Attached to COi'J i.L t ''i ' 'ri "`-° CODES OF PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR Frame in accordance NEW YJ^K STA'(E'E & TOWN CODES H U v SIZE AND USE UNLESS NOTED OTHERWISE. with Table R301.2.1.2 DESIGN LOAD INFORMATION WOOD HEADER SCHEDULE /�S REQUIRED � " ,Tiv��..� � � ,> Residential code of A. Ground Snow Load: 20 psf �, w 7Z rx REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE _ S0I r 1.7 "'� COO AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. NYS NOMINAL LUMBER SIZE: SPANS: B. Rooms other than sleeping: LL = 40psf, DL = 10psf pQ � '° O ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. (2)2X6 UP TO 3'-0" C. Sleeping Rooms: LL = 30psf, DL = 10psf O ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL D. ROOF, no ceiling load: LL - 20 psf, DL - 15 psf _ L,Ax o (2)2X8 3'0"TO 6'-0" `- c,� FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO E. Roof with cathedral Ceiling: LL = 20 psf, DL = 15 psf �� • ./ 'T BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE, WINDOW UNIT F. Exterior Balconies: LL = 60 psf, --" ��.Y' e ` 0 (2)2X10 6'-0"TO 8'-0" p � ALL ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. G. Decks: LL = 40 psf (2)2x12 s'-o"TO 10 0 H. Guardrails and Handrails: LL = 200psf t� � it. ��! Ar ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTSn ` " .•-<>, POSTS SHALL BE 4X4(NOMINAL) I. Guardrail balusters and panel fillers: LL = 5�DUUPANCY OR ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. �. Attic without Storage: LL = 10 psf, DL = 10 f, �Q� NOTE:ALL SIZES CALLED OUT ON ANY OF USE IS UNLAWFUL NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. PLYWOOD STORM PANEL "SH lJ TT E R11 DETAIL THE FOLLOWING DRAWINGS WILL K. Attic with storage: LL = 20 psf, DL = 10 ps Ot=N�� SUPERCEDE THIS SCHEDULE. L. Stairs; Minimum concetrated load on stair trikk4THOUT CERTIFICATE 'NOTE:USE(3)2x HEADERS AT ALL 2x6 (on area of 4 square inches) is 300 pounds NO SCALE (IN LIEU OF IMPACT RESISTANTGLASS UNITS} EXTERIOR WALLS OF OCCUPANCY Refer to NYS code R301.5 for all Live Load foot notes TYP.EXTERIOR WALL CONSTRUCTION.REMOVE TYP.ROOF CONST, SIDING AT LEDGER \ W Simpson PRIOR TO INSTALLATION SIMPSON H2.5 H2A Stud To Rafter r , EA. RAFTER TO �../ Connector ALL THRESHOLD CAREFULLY HEADER FLASHED&CAULKED TO TYP.ROOF CONST. Simpson A23 Angle PREVENT SIMPSON H2.5 W eeach side Of Header Z WATER INTRUSION EA.RAFTER TO w/4-16D nails each end N HEADER 0 C14 SIMPSON BCS POST CONTINUOUS FLASHING EXTENDED ♦^ Typical Metal Strapping WINDOW HDR �— PAST JOIST HANGER GALVANIZED STRAP CAP @EACH POST TO HDR. �J) at Openings THOUGH COLUMN,NAIL W Horizontally attached -----�` :�12 GALV.DECK HANGER TO TOP HEADER W! (5)SD NAILS MIN. ATTACHED PER CODE plywood sheathing ' shall have Solid Blocking Simpson A23 Angle Z 2X P.T.LEDGER;ONE SIZE GREATER ; @ all Plywood Joints each side of window sill THAN JOIST AND NO GREATER COMPOSITE COLUMN i 4X4 P.T.WOOD POST THRU to THAN THE DEPTH OF BAND JOIST SEE PLAN FOR SIZE Simpson A23 Angle in — ATTACH TO BAND JOIST WITH ; HOLLOW COLUMN 2 each side of window sill a '. o o: &; 1/2"DIA.LAG SCREWS AT 15"OC HOLLOW COLUMN Minimum number Of Jack ,a '• tip of lag screw shall fully extend beyond � SEE PLAN FOR SIZE the inside face of the band joist. -- Studs as per WFCM table 3.22F. LL FUII Height stud requirements for a ' A. TREATED SILL PLATE(S) headers and window sills as per W WFCM table 3.23.0 and 3.23.D U Holdowns in accordance with __JW WFCM manual. Provide at all LEDGER BOARD ATTACHMENT TO BAND JOIST TYP.DECK J SEE PLAN FOR SIZE „� Building corners � � NTS Nailing as per schedule, WFCM and IIF : RIM JOIST details this page .o• EACH JOIST TO GIRDER 0 SIMPSON H2.5 @ O GALV STRAP ATTACHED TO � �'^ CAP@ GALV ANGLE ANCHORED SIMPSON BCS POST W L.L ) . �,J Sill Strapping See details on INTO CONCRETE ry CAP @ EACH GIRDER TO JOIST this page. SIMPSON ABU ° AND ANCHOR o• o -- 4"P.T.POST O 2 BOLT 1.0.0, w 'o' SIMPSON ABU STAND OFF SIDECOVER "^• POST BASE WITH 1/2"ANCHOR BOLT - INTO DECK PIER-REFER TO 2"MINIMUM !f t� ;; FOUNDATION PLAN FOR SIZE TYPICAL ELEVATION ry WALL TO HEADER STRAPPING " 0- W DECK POST TO CONC. PIER CONNECTOR FRONT PORCH STRAPPING REAR PORCH STRAPPING NO SCALE NTS NTS 1 2 SIMPSON ABU Installed in accordance NTS DETAIL FOR STRAPPING PURPOSES ONLY,REFER TODETAIL FOR STRAPPING PURPOSES ONLY,REFER TO with Simpson Specifications PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. PLANS FOR ACTUAL CONSTRUCTION MATERIALS Q AND DIMENSIONS. E C O Crn (Dom. Cpm a) Z5 5 o a 1-1/4" galv. x 20 gage AT SHEARWALL SEGMENT N 0 - C C � n C C U .O F0 8- 1-1/4" - - coil strap with (5) 8d L aD E Z o '— m PROVIDE SOLID BLOCKING common nails w TYPICAL BOTH DIRECTIONS v N c O o) 3 AT ALL CORNER SEAMS a c-& in each end at each rafter. °' — �' CU '�- 2X6 MCA SILL g ''"' (GROUND CONTACT) w AT SHEARWALL SEGMENT L 'r0 O ZT 0 '-' Z O SIMPSON H2A CUT q C C an a-. 8d COMMON NAILS 6' oc IN FIELD N -p 2 'C vi �_, ;o¢ 8d COMMON NAILS 3"oc ON EDGES Cl)N (n '— -Q C @ EACH RAFTER W/ SIMPSON ABU66 BRACKET TYP CONC.FND.WAL=E 3: TYPICAL BOTH DIRECTIONS o U C .0 O (5) 8d x 1-1/2" NAILS IN RAFTER LENGTH a• FOR PT POST � a SEE SHEAR WALL DETAIL THIS PAGE F- p.C U N O •° _ ?( „ 12" Min POST REATED TYPICAL CORNER w 8d x 1-1/2 NAILS IN PLATE 2-1/2"GALVINIZED CONSTRUCTION = ALTERNATE �� CARRIAGE BOLTS SEE DETAIL ABOVE �° `n LOCATION (5) 8d x 1-1/2 NAILS IN STUD GRADE OF HOLDOWN REFER TO MANUFACTURERS 1/2"x12"LONG STEEL CORNER STUD HOEDOWN J SPECIFICATIONS. CLEAR 1-1/4" METAL ANCHOR BOLT TYP.ANCHOR BOLT ' COIL STRAP 20 Z CONNECTED TO S TRANSFER SHEAR Gage W/ � 2016d COMMON NAILS ENDWALL MET GALV X T GAGE (5) 8d COMMON 20"CONCRETE PIER 36"DEEP @ 6"ocVERTICAL CORNER STUD = O Q RAFTER TO RIDGE STRAP METAL COIL STRAP WITH NAILS ® MIN(3)2x CORNER STUDS CONNECTED TO � t� (5) 8d COMMON NAILS BOTH Provide � Z r WFCM 3.2.5.1 Exception: SIDES. ill 12 Min in EACH END at TRANSFER SHEAR V ._ W Ridge straps ae not required minimum EACH Stud. TYPICAL HOLDOWN "— End �- 2X STUDS @ 16"O.C. I SEE FOUNDATION PLAN 2-16d COMMON = Q when collar ties of nominal 2x4 lumber FOR MODEL NO. . ' NAILS 6" O.C. located in the upper third of the attic space Distance P.T. POST TO CONC. PIER & FOOTING 12"MAX and attached to each pair of rafters. RAFTER-TO-STUD CONNECTOR & CONNECTION an. COVERED PORCH NTS Nail each end of Collar ties in JACK STUDS TO HEADER TIE accordance with the Nailing schedule. SIMPSON ABU Installed in accordance SHEAR WALL SEGMENT N.T.S. WALL TO WALL STRAP with Simpson Specifications Refer to Nailing Schedule o PLAN - AT CORNER HOLDOWN & SHEARWALL SIMILAR (d) 1ST AND 2ND FLOOR O NO SCALE LO z 7 8 SIMILAR @ 1ST AND 2ND FLOOR Preservative-treated barrier required for o 4 rJ 6 connectors in contact with treated wood N o N W LLI J (n J Q 3-Corner studs 1 3-Corner study----,,, 3-2X connected to 6" ' 1 connected to Framing members 1-1/4" x 20 gage G-185 transfer shear transfer shear 11 ® Cl) Hot Dipped Galvanized Strap load TYP. HDU5 load 6" 1 40 Z 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 with (5)-8d common nails HOLDOWN 1 o TYP. HDU8 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap at each stud, wrap under sill 2-16d Nails 1 2-16d Nails 1 Holdown with (5)-8d common nails Nail to back with (5)-8d common nails and nail to back of each sill. @ 6" o.c. @ 6" o.c. 1 at each stud, wrap under sill at each stud, wrap under sill Strap may be attached OVER = of each stud and nail to back of each sill. and nail to back of each sill. the plywood OR directly to Strap may be attached OVER Strap may be attached OVER Studs. 4--1 `— the plywood OR directly to ;° ` ' the plywood OR directly to BLOCK SOLID 518" Simpson reservative-treated W Studs. — _ Studs. BETWEEN JOISTS SSTB14 Q U cn Z _ - barrier required for -iii��i N Anchor Bolt Simpson 7/8" threaded rod W _�� N connectors in contact C) L= alp per manuf. Spec coupler-nut and SSTB > Wrap Under and NYS Code with treated wood anchor bolt thru-box and �— inbed into concrete 0Y M FOUNDATION-STILL-STUD co At EaJoist TYPCIAL SIMPSON HDU5 HOLDOWN foundation and framing. w U -0 0)o Preservative-treated — ° Wrap strap under 12 ON CONCRETE NTS m = CV STRAPPING — — =iii—iii '� barrier required for 0 Applies to Garage Wall and iu i ° sill and Nail to SIMPSON H10S ,.---- pp g _iiia connectors in contact o M ani a back of Sill' Holdowns are required at �D Al, Lo �S 20 Slab on Grade Construction CANTILIVERED with treated wood R✓I �'�i`4 each end of a perforated -, J ll T O JOISTS shear wall. When full height Cl/ NOTE;ALL STRAPPING SHALL FOUNDATION-SILL-STUD shearwall segments ts meet at BEAR MIN.12"ON STUD OR g RAFTER FACE TYPICAL STRAPPING FLOOR FRAMING STRAPPING a corner. A single holdown STRAPPING IN CONTACT WITH CONCRETE OR MASONRY TYPICAL EXTERIOR WALLS AT CANTILEVER FLOOR JOIST shall be permitted to be SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION used to resist overturning SIMPSON HDU5 CORNER c HOEDOWN orsoiQ OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Q` forces in both directions tea. BOX FRAMING O� when the walls are fastened NTS ., = 12 as-per detail this page. 9 10 11 13 24°Max MIN. 1/2" WOOD W STRUCTURAL PANEL CONTINUOUS HEADER EDGE TO EDGE r , FASTEN SHEATHING TO WITH 8d NAILS AT 3" fasten sheathing to header V HEADER WITH 8d COMMON DOUBLE 2 X 4'S O.C. 2 ROWS ON EACH OR GALVANIZED BOX NAILS SIDE OF VERTICAL LEG with common or galvanized 20 a metal strap OR 4X POSTS box nails in 3"grid pattern as g P IN 3" GRID PATTERN AS SHOWN OF PORTAL FRAME w/ 7 8d nails in shown and 3"o.c. in all framing W (studs, sills &blocking )TYP each end TYP. See Detail A & B • 1/2" WOOD STRUCTURAL • PANEL WITH 8d NAILS @ 3" O.C. , • (2) ROWS ON EACH SIDE OF ; ;MIN. 12" DEEP HDR v) • VERTICAL SEGMENT ON ' THE PORTAL FRAMEW HOEDOWN fasten top plate to header with two (2) 2 X STUDS rows of 16D sinker nails @ 3" o.c. TYP See plan for TREATED SILL PLATE 20 ga metal strap TYP. Portal ` size OR use ;; frame const. r p SHEATHING- with 14-8d nails Fanel edges shall be solid post FRONT SIDE 20 GA STRAP J PLATE WASHER p g W/7 8d NAILS framing size; blocked and occur IN EACH END ee floor plans within 24" of mid- 9 ANCHOR BOLT MAX height. one row of HEIGHT Typ. Sheathing to 10' framing nailing is LL required. If 2x4 W blocking is used, rr ,, the 2x4's must be V nailed together DETAIL A DETAIL B DETAIL C 1/2" thick wood � W ----structural panel with 3-16d sinkers .. TYp• Z W Anchor sheathin ext. face � .. BACK SIDE both faces fort-story Simpson HDU5 Bolt walls each side of U) a garage opening—_0 STANDARD TJI DETAILS W Of C6 NYS U) Q ry A� O73 � a. �— W END PORTAL END PORTAL O v! q GARAGE OPENING WALL BRACING OUTSIDE ELEVATION DETAIL � W ry Structural exterior NTS Flashing ,QI sheathing I I I Blocking FACE MOUNT JOIST HANGER DETAIL -t� N.T.S. N panel Joist hangers,as shown shall each halve a E minimum download capacity in accordlance with Table C tTL 3A.The joist hanger shall be selected from an approved HDU5 HOLDOWNS C O C to c `C manufacturer's product data based on the dimensions of " O '"' �- C t0 N p W/ 5/8 ANCHOR BOLTS m a , a the joist or header it is carrying.Joist mangers shall be ` ,, Trus Joist galvanized or stainless steel(see MINIIMUM 2- 16D NAILS @ 6„ Oc .. a-• C V U See fastener rim board REQUIREMENTS). cc: c o ca CL Use joist hangers with inside flanges when clearances to O .O to »-• to Crtable below. Maintain 3-CORNER STUDS the edge of the beam or ledger board dictate.Do not use (ti3 L Z O 2” distance (minimum) from clip angles or brackets to support joists. CONNECTED TO °' Q- O V _ N a C +� O edge of ledger to fastener. Table 3A: Joist Hanger Download Capacity TRANSFER SHEAR E m o �' 3 Treated 2x Joist Size Minimum Capacity, lbs LOAD .1"04 o 4 rn o - Z O � o (n fA '— C 600 U C � N O ledger 2x180 700 CU C E o M END BEARING PANELS WITH BLOCKING 2x12 800 _ 0 CO o 0- NTS TYPICAL HOLDOWN PLAN DETAIL a. GARAGE N.T.S. DOOR CORNERS �n J Load bearing or shear wall above (must stack over wall below) (D z Trus Joist rim board or -- "— W 4 Ft Perimeter --TT blocking for lateral Blocking panel Zone Panel Field ..1_ SUppOrt 2"x4"CONTINUOUS 2x4 minimum TRUSS OR CEILING JOIST Ft LATERAL BRACE AT 6'o,c. Nailing-See Nailing LVL member squash blocks GABLE END 4„ O.C. Schedule Dwg-1 8-10d x 1-1/2” use LVL or Rim Joist NAILS -2-10d NAILS Nail spacing , TO RAFTER 1/$ 10-8d NAIL EQ ------ 8-10d x 1-1/2" NIALS to O TO PLATE 5d COOLER NAILS AT 10"o.c. Less than Look Out Blocks ill 0 2"x4"BLOCK NAILED TO EACHOr Equal Web stiffeners BRACE WITH 4-10d NAILS qN GYPSUM BOARD to 12u Q required each side N 5d COOLER NAILS AT 7"o . .cQ 20 GAGE STRAP --t N !l 10-8d NAILSw Rake Overhang Limits - Lookout Blocks A-- 0 BEARING AT WALL SIMPSON -HCP4- HIP CORNER END WALL STUDS NTS 4 NTS PLATECONNECTOR CEILING BRACE t� END WALLU)U) SQUASH BLOCKING AT INTERMEDIATE BEARING WALL 2 NTS 3 4 Z NTS _ ♦V0 ENDWALL _ N 8" diameter maximum hole for Plate nail - 16d (31/2") box CORNER STUD = CONNECTED TO ✓4 stud corner 11-7/8" - 16" deep blocking at 16" on-center* TRANSFER SHEAR U) r- panels; 6" diameter maximum for Toe nail - 10d (3") box at floor and ceiling JOISTS 2-16d COMMON Simpson HDU5 W blocking panels 9-1/2" deep or 6" on-center* or TJI'S NAILS s"o.c. with 14-Simpson U Z o,ist,reinforcement of TJI ment and shorter Do n notan cut flan long.e �� A ENDWAL � SDS 1/4"x2-1/2" 6( W N z j { flanges.) 1 or 1-1/4 wood screws ¢ � � filler block. Use 4'-0" len th with 9-1/2" and Trus Joist _ > M 9 11-7/8" TJ I joists. 0)C)rim board* ENDWAL 5/8" Threaded Rod 7- M (� Trus Joist rim O BLOCKING at 48 on center UJ board � �"', � N o U m _ '� Attach reinforcement to Floor panel nail - Refer w SECTION A -A � Typcial floor system O � M p o �C DC Q u7 5 cfl joist web with 3 rows to Nailing Schedule on BLOCKING % u Hi •rr, 10d (3") common nails at drawing - 1 TYPICAL Vii,, a+ Remove tongue and groove from WFCM 2001 3.3,5&3,5,5 s 6" on-center, clinched. AT 48" O.C. O BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES Simpson HDU5 floor panel edges supported by 1" Use 2 rows with 9-1 I2" � PERPENDICULAR TO ROOF FRAMING MEMBERS AND FLOOR with 14-Simpson and 11-7/8" e-Rim®to ensure quality nailing. FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SDS 1/4"x2-1/2" SECTION A - A SPACED AT A MAXIMUM OF 4 FEET ON CENTER AS PER THIS DETAIL. TJI joists. wood screws e�..f WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 0THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. �l<, '�..QF NE FLOOR JOIST CANTILEVER BEARING END WALL WITH RIM BOARD TYPICAL HOLDOWN NTS NTS 5 END WALL BLOCKING DETAIL 6 BETWEEN 1ST & 2ND FLOOR NTS NTS 55'-8" 71-1111 71-11" 7'-1111 7'-11" 71-1111 8'-2" le SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING _ _ _ _ _ _ _ - _- _ _ _ _ _ _ - _ _ _ -- _ _ _ _ _ _ -� _ �,.., - E �, - .y. _ - _ T O�� _ _ .�G - - - _ � 1' UJ R406.1 Concrete and masonry foundation dampproofing. I - 2 - 2x10 P.T. GIRDER - -- 1 1% -- 2 - 2x10 P.T. GIRDEN.-- Except where required by Section R406.2 to be waterproofed II r , walls that retain earth and enclose interiors aces I 0 1 I o I TYPICAL COVERED PORCH FOOTING U foundationp PROVIDE . I 11 ++ 9 PP p ® SIMSPON HOLDOWNS; I co 36 below grade. 20 Dia Concrete pier and floors below rade shall be dampproofed from the to of I POST Cn I 4" Pressure Treated post -See details W the footing to the finished grade. Masonry walls shall have not PROVIDE HDU8 @ 2-STORY WALLS I UNDER ° °' , on dwg 2&3 for strapping and uplift less than 3/8 inch (9.5 mm) portland cement parging applied to o OR HDU5 ONE STORY WALLS I COLUMN o Y I Y I v to Q @ ABOVE 0 w w 0 n I connections. the exterior of the wall. The parging shall be dampproofed in PROVIDE AT ALL CORNERS, I � 0 o accordance with one of the following: BETWEEN OPENINGS 6'-0" OR I 1 11 o N 11 1. Bituminous coating. GREATER. REFER TO WFCM AND 20-s „ 20-4 14-8 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. DWG 1-3 FOR REFERENCE. I 5'-6" 9'-8" 5'-6" 7'-411 � 1 5'-s" cn 71-411 o I W 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. I X 4. Any material permitted for waterproofing in Section R406.2. TYP.DECK LEDGER N 5. Other approved methods or materials. I SEE DET ON DWG 2,3 TYP.DECK LEDGER I o pp I ;---------- Q---------- --- -a I -p SEE DET. ON DWG 2,3 Parging of unit masonry walls is not required where �r p .-- -------------------. D1\ ------------ Exception: x I 2-DECK JOISTS X ;--------------------------- ----- Ca-------- _ roved for direct application to the mason o D ° ' a material is approved pp masonry. 1 ------ ------ •------------- 1 00 -- Concrete walls shall be dampproofed by applying any one of ° oa- '�°-° °°D''a.� M o the above listed dampproofing materials or any one of the D°a• ° •'° ° °' ' N ' D , LL waterproofing materials listed in Section R406.2 to the exterior 0 o - ° D , ° . o,- a 'D a , o . • ° D ° P D° ; o ; of the wall. o �- ---------------------------------------------------------------- 0 1 W SECTION R405 FOUNDATION DRAINAGE o n 0 <4 W (D Z 0 UNFIN. BASEMENT ) o D J c � R405.1 Concrete or masonry foundations. BASEMENT SLAB - 4" PC SLAB 0 o Drains shall be provided around all concrete or masonry foundations o ; o TYP ON 6 MIL VAPOR BARRIERM. rrenn that retain earth and enclose habitable or usable spaces located ; ; _ u- I ON MINIMUM 4" COMPACTED v o _ vJ Z 0 below grade. Drainage tiles, gravel or crushed stone drains, � ' o u- N O perforated pipe or other approved systems or materials shall X 1 °O CLEAN GRANULAR FILL -, L? 0 � ■ p pip pp y o N ►` o I I ><r a �� be installed at or below the area to be protected and shall N N o - ~ N D '~ Ury J v, discharge by gravity or mechanical means into an approved o I TYPICAL INT. FOOTING/COL -1 � ��// °• o 30" x 30" x 12" Thick, poured .1 ° ' �^ LL drainage system. Gravel or crushed stone drains shall extend + ;° (0 v! Q at least 1 foot beyond the outside edge of the footing and VENTING OF EQUIPMENT -; Concrete footing & 4 O.D. r` O ; I— I 6 inches above the top of the footing and be covered with Diameter steel column. O 2 INSTALL IN COMPLIANCE WITH ° an approvedl filter membrane material. The top of open joints of _,1 n p6 drain tiles shall be protected with strips of building paper, and CHAPTERS 24 FUEL GAS, ; / ; 541_4" co 1 1 a 1 � ■ the drainage tiles or perforated pipe shall be placed on a Mechanical Systems U)a ~ a �'�/ minimum of 2 inches of washed gravel or crushed rock at least o ' 8'-6" 8'-16" 8'-8" 9'-6" 8'-2" 111-011 ° LL Q + one sieve size larger than the tTHE MECHANICAL - HVAC SYSTEMS 0 he joint opening or perforation o SHALL BE DESIG=NED AND INSTALLED ' �° ; � ; LU and covered with not less than 6 inches of the same material. ZM M IN ACCORDANCE WITH CHAPTERS .a I Beam Pocket(typ) 1 1 q q M r 12-24 OF THE RCNYS ; ° - -- -- ++ " -- -- -N __ steel shims as req'd i •d ; N M a " + + ' _ 1 1 _ 1 (3) 1-3/4 x11-7/8 LVL.- ' 1 ,' Exception: AI drainage system is not required when the foundation ; ;-_-_-_-_-_ -_-_-_-_-___;-_-_�- _-_-_-_-__--_ -__--__--_-_-_;-_-__�_: __�______:_____ _ __ ;- t-;-- --;---- 57"'-------- -- -;------------------ ------ is installed on well-drained ground or sand-gravel mixture soils All Mechanical Equipment and T r -- ------------------ -- - ---- -----t--- ---r-------"-"""-""--- -_"-T I I , , E ' �.' �B�amPoc et(tYP) ;------ ---- 1 1 1 :------ according to the Unified Soil Classification System, Group I Soils Appliances having an ignition steel shim as req'd • 8"xis" c O c rn c `t as detailed in Table R405.1. source shall be elevated 1 1 � a) � c M a, a minimum of 18 inches above ; �� 0 UP ( O 0 TYP IER D° ; L_ � o _ the floor. In accordance with co _ _ _ _ _ — _ ( 1 1 0 o (0 m c o . aa' Fireplace clearance. Part V, Mechanical. ° I __-_____ I co •a o o•- c c -0 2x4 FRAME AROUND THE-----+ r 1 r O fn .`'• fn 1 , STAIRCASE FROM FLOOR (0 2 ?_ O — 0 Y All wood beams, joists, studs and Section M1307.3 a UNDERSIDE OF JOISTS. _ j ; -c 0 a 0 U -� other combustable material shall have L�j� i i n TREATED SHOE 4 (SYP. BD _ - —� ' I 1 V ` C O 1 I ' WALLS WTIH R-13. ATTACH I °� N ' ^` .— O .• O � .0 \+-' a clearance of not less than 2 inches 0 � I _ N ° I -+_ L Z o -� RAILINGS TO WALL. F- 1 to �- � O I � -O "- � U +� from the front face and sides of � ' PROVIDE 5/8"TYPE"x" 1 -' o L o o masonry fireplaces and not less than 4 1 1 0) FIRE RATED GYPSUM WALL o I o I o �, (0 .� N � N .E c X ' ' BOARD ABOVE FURNACE HANDRAIL ___ ______ X O _, a) c0 -- c O M inches from the bsck faces of N 1 ° 1 AS PER RCNYS. - o o 1 1 , X H n U (0 O Cr �t ' a ' 1 34"-38" O 1 ' F- LL 1 L L O 'O L O ABOVE NOSING -J O _ masonry fireplaces. the air space not O 4 co AS PER R314 " I I _J m 0 M I Do shall not be filled except to provide i.4 0 DIRECT VENT FURNACE , , N D 1 ; D ; o co Cnfire blocking in accordance with Ln MAINTAIN REQUIRED SEPARATION ; D 1 ; INSTALL IN 3/ Hour fire rated I I x W I ; �° ; DISTANCE FROM ALL HEAT I I COMPLIANCE O V section R1001.12 of the code. o (0 door assembly with 0 o o ° _1 PRODUCING EQUIPMENT TO , , W/NYSRC ._ __________;_v a______:v!___-_____- W CO 1 • 1 _ Fumac LO �� ------- COMBUSTIBLE MATERIAL AS PER self-closure w/s and MANUFACTURER'S SPECIFICATIONS ; o ; + (� ° a -°v AND THE NYS CODE. p• 0 t- insulated. ; D vo ; ------------ 2 ———————————————————— ———————————————————+ ' a ' 2-12"LVL JOISTS ' ° FLUSH TECO JOIST a ; _ OVER DOOR OPENING + •--------------------------------- }'---------------------------- -------- - ' p 1 Ch ' 4 ------------------------- o ' + -- ------- 1 1 n a .v r D 4 p ev ., 4 p sv �° P 4 P ev 1 n 3-0 a a a a a a a+ - o ° o Pa v a oa •� � ° 1 ji +--------------+ • ------------- -- -- - --- -- ---- -- -- --------------- •----------------- - 1 I 1 I 1 • I � I 1 I TYPICA DOWN I 2X8 FRAME i OVER B SEM ENT TYPICAL HDU5 : a ' -- -- - --- -- -- ---- -- -- --�----------- p STAIR HDU5 0 I I HOEDOWNT _ ___________________________�__ EXTERIOR PATIO SLAB HOEDOWN W 1 1 ' --- 6" 4000 psi concrete slab with O ° 5'-011 15'-4" LO z ° 6x6 wl.4/wl.4 welded wire mesh B '. $"Stair to Basement on granular compacted fill. NQ ' o ' a pitch away to drain C' w W I • I concrete stair to basement J U)Stone or Paver Finish As selected in accordance with NYS Code ° by Owner w U Provide handrail and guard rail ¢ W C to Code and 8" concrete wall and footing to virgin soil with a N 4" concrete Landing at Bottom. M I I 1 1 04 1 1 A o ; <`a , o (D , , I I I N ' ' I ' I N ; DROP TOP OF CONCRETE ' AS REQUIRED FOR GARAGE DOOR,SEE PLAN FOR GARAGE DOOR SIZE i •d i TYPICAL FOUNDATION HEIGHT PER TABLE R404 1 9'-0" High Foundation Wall In accordance with chapter 4 UNEXCAVATED ' of New York State Code. BASED ON TABLE R404.1.1(5) - i 11 TYPICAL GARAGE SLAB ; DrA Maximum backfill Height @ 7-0 feet: use 4 poured concrete slab ; ; W A. 8" poured concrete wall on 16" x 8" Concrete wall footing, with 6x6 10/10 WWM, o H OR ; on Fully compacted clean ; •a > M B. Maximum backfill Height @ 8 feet: use v granular fill. Pitch slab W '� Ix r' o 8+ poured concrete wall on 16 x 8+ Concrete wall footing, 1/4"/ft to garage doors. o .� With #5 Rebars vertical 41 " on center max. OR N #4 Rebars @ 24" o.c each way. ---------------- -------------------------------------- m � tt 1 iri. ev Q. o D 4 G ev `. D 4 a •v . '° P 4 P ev "'"o.. 2-2x6 treated silll, sill seal, termite shield "-`-`--"--"-------------------------------------------- ---' �J N� . U TYPICAL TYPICAL `¢ l HDU5 HDU5 ��' �'� TYPICAL ANCHOR BOLT FOUNDATION PLAN HOLD WN HOLDOWN Maximum Spacing: 5/8" @ 32" on center SCALE: 1/4" _ 1' 0 ' "'-0 embedment of 7" with 3" x 3" square washer. 5 21'-8" 14'-4° 14'-8" c� �- Hold 12" off corners and hold 4" to 12" off A-9T� °r90�° yoQ 1 each end of each sell plate. Ale 55-811 OF As per WFCM Tables 3.2A,B&C 20'-8" 201-4" 5'-6" 9'-8" 5'-6" 7 01 MASONRY FIREPLACE Provide flush non-combustable hearth, surround, approved ltight seal doors, FAI and ash dump. W ------------------------------------------------------------- brick veneer Intalled in accordance with chapter 10 GUARD RAIL NOT of the NYS Building Code. Provide all necessary clearances from _____________________________________________________________ Porches, balconies or raised floor wood framing-refer to chapter 10 of NYS Code for requirements. surfaces located more than 30 inches Chimney and vents shall be installed in accordance above the floor or grade below shall wit chapter 18 (chimneys&vents) W have a railing not less than 36 inches in height. Railings shall have Top rails and 4X4 CCA IO Balusters and Bottom rails that are ST -- NO MORE THAN 4 INCHES APART. v! - WITH HB&G 12" SQ. EXCEPT: the traingular openings formed RECESSED PANEL W by the riser, tread and bottom rail of the - PERMACAST 0 Guard rail at the open side of a stairway COLUMN W TUSCAN TOP AND BASE LL. are premitted to be of such a size that a _ STRAP DETAIL ON DWG-2 QFM 6 inch sphere cannot pass through. tM NON-COMBUSTIBLE _ RA D PANEL Open sides of stairs with a total rise of _- RAISED SOLI .J p FIRESTOP KNEE WALL —' more than 30 inches above the floor or - W/ SCREEN PANELS grade below shall have guards not less O x than 34 inches in height measured FIRESTOPPING OF MASONRY CHIMNEYS Ca) CEILING LEVEL Q vertically from the nosing of the treads. NTS 2-2x10 FWH31611AR TW39 522 SCREEN PORCH NOTE: LLLO _ - - - - - - - LJUIJK Porches and Decks which are W (2)1-3/4"x11-7/8"LVL 3-2x8 3-2x10 enclosed with insect screening d o shall be provided with guards r , N SOFFIT where the walking surface Is STAIR HANDRAIL NOTE: co O �� located more than 30 inches n W EWH6 611 ASIR C> FWH60691 SAI - above the floor or grade below. `.J Provide Handrail on at least one side. co - wit�iaF�OUF'69(0(�AE F�I reds or fliglht 3-2x10 LVLT a Z � J Handrail Height me s re above 3-2x10 t (r tread ndain snalyl not be IIQss than U�//11 Inches and nbq� more than 38m hes. I W v� Q G w Igth Hand-rails shall be continuou$ the full of the stair from a point directly ________ 2_FLOOR JOISTS a�ov th top r ser of a fli ht to point - D directly ae6ove tie lowest er otthe flight. Lo V W (� Handrails ad ac nt to a walls s5hhall have. a pace of nottee(ess than 1-1/2 inches 7'-4" 5'-8" 7'-4" - N �/"� ry between the wall and the handrail. DINING o vJ sNVNYS code for exception$.. Refer to BEDROOM #1 I ROOM � O S Code for grip size specifications. NON-COMBUSTIBLE X CD X N _ y FIRESTOP N o = !`^6 N 20'-9Y" LL 13'-9" o r n FIRESTOPPING OF MASONRY CHIMNEYS Ca) FLOOR LEVEL N 51 5'/" � 51/" Q �/ �+'/ v FAMILY ' I a LL Q ry NTS �„ ROOM �° w 0. W M � 8-0 3-6 7'-8 1'-10" 1'-8" " OPEN � ' _TJI 110-11-7/8"-FLOOR JOISTS 0.16"oc 5'/Z' 3Y" - 3III '/z' TO N ABOVE E a N WALK-IN I E a in CLOSET _ - - - - - - - - a C ' o -----, � m a� cam") N _� o O v O 5-4/ N R1003.18 Chimney clearances. Any portion of a masonry chimney located in the interior of the building or (2)1-314"x 1-7/8"LVL FLUSH Cl 4'"0,� _____________ (2)1_3/4"xl1_7/8"LVL FLUSH__ _ _ _ _ 2-FLOOR JOISTS "' M � -� ''' 0 � (M within the exterior wall of the building shall have a minimum air space clearance to combustibles of 2 inches (51 mm). ' — ' ' — ' — — - — - 2'-6" — - - -- - _ ' - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I V I I I z I I I I I I".IJ I I I 0 I I I I i I I I I v/ I w�'�/ I II I LL I I 55'-811 I I I I MASONRY CHIMNEY WITH STONE VENNER - - - - - - - - - - - - - - - - - - - � - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - , r - - - - - - - - - - - - - - - - - - - ROOF JL 4„ VTR JL I I i i I I 2X4 PLATE ON 3/4 I o I 2X4 PLATE ON 3/4" SUBFLOOR ON I ( SUBFLOOR ON I FLOOR JOISTS i 1 j i FLOOR JOISTS 2" o ' ' I o W 211 � I ` U I KNEE I T W 6'-7" WALL 6'-7" 0 Z3" 3" I KNEE WALL KNEE WALL 11 11 ,1 " 1 1/2' 1 1/2" 1 1/2" I _ _ 1 1/2 1 1/2 1 1/2 1/2 - - \ I vJ �/"� Z I II II II II 211 2 00 II II 11 BEDROOM #3 O 120-42-011'-7/2' 17'-7/° 2'-011 I Q /�. 2 ND FL. 3" I 5'/2" CO �` _ 745 - '� o t` - - - J� o ° I W v J !>�l r- 0 O o V = O VEN211 211 311 311 2" I lvJ SKYLIGHTS to t v- co - �° „ I ` o DOUBLE FRAME r- 11 3 cNo Ln OPENING ED -� I O 3„ 2 o I o BEDROOM #2 o l` o °_ y��+ o a? o cn I coo 06 211 211 co I co O '( U Open to M a-. (`� r 2,1 X � x below c� c 0 ;� o O t� N N N N V U 't 11 11 11 11 11 11 11 11 11 11 ,1 _N 2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 3 1 1/2 CN \ x co x 0o x WASHER DW I N x N 4'-0° 9'-11" N N N 1 r' ui I 2x12 Ridge 2x12 Ridge - - - - - - - - - - - - - - - - - - - - - - - - - - 2„ 2,1 - - - - - - - - - - - — � � S 2x12 Ridge 0 2) 1-3/4"x11-7/8" LVL GUARDRAIL 0 ° O M, 1 ST FL. 21-411 21_$" _ 2'-8" 2-6 c am -p O 3" 311 211 211 - c c cn c 't o °° POST � / 1 \� � � POST I co N t c c � O 11 ( ° T , _ - LVL I CL LVL I i .� a--. , 4 FAI 311 0 I �--/ bo , `,� -�`�,', BALCONY A ' v1 o �: c 0 O to c 3„ M co co / 1 Lb � I cc0 ,oc`uCL N I 4'-011 DN I / \` I GUARDRAIL D `� U) O ._,0 -- En ... O CO CO CO I 2'-011= _ _ ___-______ I •O U ° I a z ° o, 3 o0 N N --- - - - U It \ 2'-611 u? 0 � rn o c •1- - x 00 x L S V +`. Z^' ° 4 4 I 51.011 11 31.011 ------ -- - ---- N N N \ ° 'a L ;Ln W 11 Y6 4" C.I.H.T. I 3'/2/, O 1 0 S 13'-9" I ai .00-. � c2i � E o cca --------'Cf 1 •— � / N Ogen to I \ � ATTIC / T \ 0 I tom- °? a.� L) (0 o v- ws/insul I �__ 1 ( = I CONNECT TO A NEW I 7'-0'(N�t(VIMUM) _ -- below PARTI ION o / xll'\ -70 I SUFFOLK COUNTY DEPT. OF HEALTH APPROVED I N 1 I I 2x10 Ra irs 16"oc PT d \O� `SANITARY SYSTEM ER DIAGRAM - PLUMBING RIS I 9'-°11 121-2" '- ��4 0 2x8 Ceilin Joist @ 16 oc moo/7 � 31�" , 2x4 Colla tie @ 16" oc ��m coNOT TO SCALE Iv ° I N� II � l i D!' I I I I 1 PLYWD SHELF 1 I I I/ / _2x6 RR a.24"oc„ I_2x6 RR 0.24"oc \ \ I 0 1 Unfinished 2nd Floor I Ll X I - - I I I FRAME OVER GABLE - - - - - , NI Storage Only I _� - / L - - - - - - - - - -I - - - - - - - - - - .\ I I - - - - - - - - - - - - - - - - - - - - - - _ _ _ I I I - - - -� - - - I- - � „� I I - - - - - -I - - -� i I \,- - - - TW3042-2 - - - - - - - - - - 5.0 1 41-011 I I p oI 115'/2 2x8 R ers 16"oc ! 2x8 Rafters 16"oc I 1 21 oo„ 10'_4" 2'-0" O I0 LO 2x6 Ceili Joist @ 16"oc m 2x6 Ceiling Jois 16"oc I I z 2x4 Col r tie @ 16" oc I 2x4 Collar tie 16" oc I I I N o Q II N W B I (' 41-411+/- O I 4'-4"+/--•. I I I J_ U) LJLI I I KNEE x KNEE I I I > Q WALL N I WALL I I a- w 7'-6" I I I 1 I I I A WALL�EIGHT I I @ DO MER r j I - - - I - I I - I o I Mrr--MMI I o (° ° o - o I icj ' CO `- � i WOOD HEADER SCHEDULE N 1 Szo II 2x10 Ridge 2x10 Ridge N 0 I o NOMINAL LUMBER SIZE: SPANS: I ) ca co (2)2X6 UP TO 3'-0" 11 t o I I x V Nt E""I A.. (2)2X8 T-0"TO 6'-0" I Lo I / ' \ N CD N I 7'-g" '� (2)2X10 6'-0"TO 8'-0" I I I N WALL HEIGHT \ I @DORMER (2)2X12 8'-0"TO 10'-0" ct ` FI--I ami n POSTS SHALL BE 4X4(NOMINAL) I - - - - 4. O pi M 'o I 14. � "C O *NOTE:ALL SIZES CALLED OUT ON ANY OF I KNEE I KNEE I I I THE FOLLOWING DRAWINGS WILL 4'_0" WALL 12 2l' WALL 4'-0" CA bA O 0 1 0 SUPERCEDE THIS SCHEDULE. ' 151/211 3'/i' 3'/211 I 5'/2,' o N U Ap NOTE:USE(3)2x HEADERS AT ALL 2x6 I I I 1 �� EXTERIOR WALLS LAV L — — — — — — — — — — 1 — — — — — — — — — — J } ' TW3052 8'-1" PLATE HEIGHT . AREA SCHEDULE 21'-811 141-411 141-31' �F 01 OAID 0� ' 2ND FLOOR PLAN OF NE NAME AREA SCALE: 1/4" = 1'-0" 2nd FLoor Area 794.3 sq ft. W U z W 0 U) W CONT. RIDGE VENT ry CONT. RIDGE VENT 12 J - _ - CONT. RIDGE VENT a 10 - - _ 12 45" 12 10 Xor - _ _ = SKYLIGHTS 8 - LL ,' VENTED TOP OF PLATE Or 00 --- El _ (DOF W a0 12 TOP OF SUBFLOOR D TOP OF PLATE Uj it - - - _ - _ RECESSED PANEL ' Q I l,� PERMACAST COLUMN W/ . SCREEN PORCH SCREEN PORCH TUSCAN TOP AND BASE O RAISE PANEL BASE AZEK "I _ _ - _ _ _ RAISE PANEL 06 r _ " i. tri OR EQUALEK OR EQBASE UAL ■ CyL _ _ _ _ TOP OF SUSFLOOR _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - - - - - _ _ e TOP OF FOUNDATION _ _ _ _ - - - n I I I I FINISHED GRADE I ' FINISHED GRADE ' 1 1 I I I I I 1 1 -----; -----• -----• •---- -o STONE I I I I I I I I I I I I I I I I o o I VENEER I I I I I E I I I I C_ WINDOW WELL �� I I I I � O � � c0 � TYPICAL ; , I I I I Y , Q I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I O 2 U O (�6 U - C 'T O C U O t0 LLL .1. - - - - - - - - - - - �� - - - - -� - - - - - - - - , L ! - - - � - - - - - - - �- - - _L J�J - .- TOP OF FOOTING _- CI - - - - - - - - - - - - - - - - - - - - - - - - - .11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1 - J N O 'O 0 - --- O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � V) (S - - - - - - - - - - - - - - - I � 0Y QQv o O Cn O 3 N O a V L N REAR ELEVATION RIGHT ELEVATION :� 0.- �i-�+Z N - t n n — t tt .(D 'Fu c U C E O ca co C SCALE: 3/16 — 1 -0 SCALE: 3/16 — 1 -0 I– d U (0 O Cr CONT.RIDGE VENT Chimneys shall extend at least 2 feet higher than any portion of a buillding within 10 feet, but shall not be less than 3 feet above the highest point where the(chimney passes 12 - through the roof(R1001-6) 10 CONT. RIDGE VENT 12 o CONT. RIDGE VENT CONT. RIDGE VENT 12 D MASONRY _ N 12 CHIMNEY - 12 12 12 D 12 r � TOP OF PLATE STONE VENEER AS - _ - a10 8 I 11 I II I 12 2'X 2� — SELECTED BY OWNER -- _—-_- —-_- TOP OF PLATE ® FIX GLASS _ — ® W CID00 _IO 12 cro T_ Z bo U) `v Gutters&Leaders 4 04 o O Q TOP OF SUBFLOOR as Req'd Typical TOP OF SUBFLOOR N W - - -- '- - - - -- _j U) W -- TOP OF PLATE TOP OF PLATE W W J Q FRIEZE BOARD °T` �� HORIZONTAL SIDING all TOP OF SUBFLOOR ; .., _ - - _ - - - - - - - - - - - - TOP OF SUBFLOOR - - _ - - - - - - - - - - TOP OF FOUNDATION r - - - TOP OF FOUNDATION V1 I FINISHED GRADE wFINISHED GRADE HB&G 12 SQ. CIS t- RECESSED PANEL I I PERMACAST COLUMN W/ I I ( o I I I I I I �' U r-+ I I TUSCAN TOP AND BASE I I I I O I I I I I I I I I I C I I I I I I I I I I j ' I TOP OF FOOTING L J TOP OF FOOTING I N C� - - - - I� - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - .- - -I CI II 1 - - - - - - - - - - - 1� - T ,�� 00 FRONT ELEVATION P - �A V-01"tt LEFT ELEVATION tt ��•��,� •� � `Gc�,T� � SCALE: 3/16tt = 1 -0 SCALE: 3/16 — 1 -0 S� X190AID Q` -"-CONTINUOUS RIDGE VENT TYPICAL ROOF CONSTRUCTION INSULATION SCHEDULE Class A Asphalt Roof Shingles w/ Location R-value Thickness UJ RIDGE BOARD fasteners as per WFCM 2001 for Flat Clg R-38 12" 1 one and two family dwellings. Flat Clg R-38c 10-1/4" �•J Ice & Water barrier as per NYS code Vaulted Clg R-30c 8-1/4" Z 12 section R905. Floor(unheated space) R-30c 8-1/4" W -• (Note: Double underlayment is required Floor(outside air) R-30c 8-1/4" 2x4 CT @ 16" o 10 for Roof slopes between 2 on 12 and 4 on 12) Exterior 2x6 walls R-19 6-1/4" Framing As per plans with 1/2" exterior Exterior 2x4 walls R-13 3-1/2" "— grade, span rated structural plywood Sheathing, All Glazing U = .32 () Nail to framing in accordance with RCNYS, WFCM Doors-less than 50% glazing U = .40 and Fastener Schedule & Strapping detail sheet(s). Door-more than 50% glazing U = .32 W W TOP OF PLATE— TYPICAL SOFFIT CONSTRUCTION. INTERIOR WALL FINISH (51 12" overhangs-typical Provide 1/2" Gypsum Wall Board on ceilings ® ® 6" Wood fascia & 6" Wood rake boards. and walls except basement walls & clgs and unless J R-38C BATT Trim in aluminum or use "azek" orequal noted. Min 1/2" Moisture Resistant Wall Board on -- INSULATION metal drip edge, solid trim Ceiling and all walls in Bathrooms (humid areas) Fully Vented Vinyl Soffits and 5/8" cement board on walls and ceilings in wet areas. 00 Provide 5/8' Fire Rated gypsum wall Board on walls R-30C BATT TYPICAL EXTERIOR WALL and ceiling located as per code, manufacturers INSULATION 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. requirements and drawings. W 1/2*PLYWD TOP OF S BFLOOR p e ang Double to Plate Single Sole Plate. 1/2" exterior Grade - Span Rated TOP OF PLATE Ice and Water Shield consisting of _ Continuous Structural plywood Sheathing. 2-layers of underlayment cemented (D W ARCHTOP Fastened per Fastener schedule drawing. together or of aself-adhering Z J VINYL SOFFIT tyvec House Wrap or equal. polymer modified bitumen sheet, Z Q Wrap Header in Vinyl or Wood Siding as per clients selection 4" Azek Azek trim bd installed per manuf specs and RCNYS. shall extend from the eave's edge v,^ Z Q ® ® ! beadboard _ uplift Strapping installed in accordance with to a point at least 24 inches inside o porch soffit WFCM 2001 manual and drawings. the EXTERIOR wall line of the Building. O FAMILY '^ ROOM ' TYPICAL FLOOR CONSTRUCTION W vJ ENGINEERED ! 3/4" Plywood Span Rated Subfloor, (� Q FOYER FLOOR Glued and Nailed in ('� 2 JOISTS accordance with the fastener schedule. `-0 TOP of s FLOOR Floor joists and Bridging as per Code. �.1,. po '; '•' "� TOP OF FOUNDATION 0 �^^ ■ TYPICAL FOUNDATION CONSTRUCTION v) �y ° 8" 3000 psi Air Entrained Poured concrete LCL wall on 16" x 8" Poured Concrete Wall Footing. 0. W °o ' kill LVL Girder Exterior- Damproofing. 2- 2x6 approved I I I I treated Sill Plates, Sill Seal And Termite Shield. I I - Anchor bolts per Foundation Plan and WFCM 2001 -� °p I� UNFINISHED °° I I o BASEMENT a I I L — J Uplift Strapping per WFCM 2001 manual E L and drawings. -0C o a, qQo �� I I � :�. •c c t6 a� a O Q TYP.BASEMENT SLAB ° rn " p Ili — — I I Cc TOP NG vo aEn C C .dF va a (5 _5 3 O � v Z L Q� O C L ••� N C CONTINUOUS RIDGE VENT SECTION / 0 CM RIDGE BOARD � �' a C.) 010 0 ca 0 Cr SCALE: 1 /4" = V-0" 2x4 CT @ 16" oc PROVIDE FIRE BLOCKING IN CONTINUOUS RIDGE VENT ACCORDANCE WITH R602.8 OF THE NYS RESIDENTAIL CODE. RIDGE BOARD 12 R-30C BATT 12 10 INSULATION 10 }m )0000000000J TOP OF PLATE 12 12 -N 12 LO 12 12ui= I 4 ao o ao O CD LO Z BATHROOM Unfinished 2nd Floor o BEDROOMN 2 Storage Only N � Q Iii TOP OF S BFLOOR TOP OF PLATE U) J c TOP OF P ATE TOP OF PLATE 0- UILI (U NGINEERED Flush LVL FLOOR - JOISTS R-30 BATT INSULATION MASTERWALK-IN 2 CAR GARAGE BATH CLOSET BEDROOM #1 ENGINEERED FLOOR JOISTS TOP OF SU FLOOR TOP OF S FLOORrq � 7 r11111111) Q, T TOP OF FOUNDATION TOP OF FOUNDATION rr�ll Q+ Q ED U VL Girder p TYP.GARAGE SLAB R-30C BATT a I I PITCH TO DOORS ? M INSULATION41 °t I I a as w UNFINISHED ° L _ BASEMENTo i� �s ° r-.4��// .j CCS e p•ED A�'i(?�. FSI kn ✓'� 41 TYP.BASEMENT SLAB TOP OF OTING LIJ _ C. SECTION - B ��TF 0190i° y�Q� SECTION V PROVIDE FIRE BLOCKING IN ° �.��N�� „ — , �� ACCORDANCE WITH R602.8 PROVIDE FIRE BLOCKING IN SCALE. 1 /4" — 1 -0 RESIDENTAIL DE SCALE: 1 /4" = 1 x-011 ACCORDANCE WITH R602.8 OF THE NYS RES DEN CODE. OF THE NYS RESIDENTAIL CODE. ��