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HomeMy WebLinkAbout39157-Z ��Q�$t1FFt)1,f� Town of Southold 11/13/2015 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37898 Date: 11/13/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 880 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/30/2014 pursuant to which Building Permit No. 39157 dated 9/8/2014 ' 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 with unfinished basement, covered front porch and rear screened porch as applied for. The certificate is issued to Callas,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0041 10/23/2015 ELECTRICAL CERTIFICATE NO. 39157 10/23/2015 PLUMBERS CERTIFICATION DATED 11/4/2015 Me#Plumbing&Heating Aut ' ed S'gnatur esu TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • a� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39157 Date: 9/8/2014 Permission is hereby granted to: Triolo Jr, Louis & Triolo, Ann 20 E Neck Ct West Babylon, NY 11704 To: Construction of a new single family dwelling as applied for. At premises located at: 880 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-4-5 Pursuant to application dated 7/30/2014 and approved by the Building Inspector. To expire on 3/9/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,560.80 CO -NEW DWELLING $50.00 Total: $1,610.80 uil ing 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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$15.00 Date. 7Z?b New Construction: Old or Pre-existing Building: (check one) Location of Property: 00 U/6kho0.1�c�_ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision 2 Filed Map. Lot: Permit No. 3�C 5� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: ,/ Request for: Temporary Certificate Final Certificate:` (check one) tfD Fee Submitted: $ Applicant Signature' ( l (� *pF SO(/jy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® e roger.riche rt(c-D-town.southoId.ny.us Southold,NY 11971-0959 COUN N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Callas Address: 880 Wunneweta Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39157 Section: 111 Block: 5 Lot: 5 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 )< Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 45 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 29 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches R46 Twist Lock Exit Fixtures TVSS Other Equipment: 7- Paddle Fans, 2- Exhaust Fans, 8- ARC Fault Circuit Breakers, 3- Combination Smoke/CO Detectors,23-Lighting Fixtures in Addition to High Hats Notes: Inspector Signature: Date: Octobr 23, 2015 Electrical 81 Compliance Form.xls :&A 'SUU�, SQ. Town 1491 A'nn'ex t Telephone`(631)765-1802 54375 Main.Road Y ', 'Fax-(631)765-9502 P.O.Box 1179 G, >„ Southold,NY 11971-0959 BUILDING•DEPARTM EN'T �J TOWN OF SOUTHOLD, NOV 6 2015 I, Bi DG DFPT TChdfil i?F SOUTHOLD ,,,C Elk--T I PI'C-A T"16N Date:'—A -A,7N Build ing.Permit No,., 39 k ' T Owner: '(Pleast;,print) _ lease print) I certify-that the.soldei used in the water supply,system contains lbss-thdn'2/10 of-t% lead. '(Pldnibers,Signatiue) Sworn to before me this_ da of- - _�✓ 20 j JOHN A.MAKI Y NOTARY PUBLIC,STATE OF NEW YORK - _ Registration No.OIMA6164838 Qualified in Suffolk County , Commission Expires April 30,2019 3 tf soUlyo r cOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /IFOUNDIA!TION 1ST [ ] 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 [ ] CAULKIN REMARKS: DATE ® r INSPECTOR OP SOUTyolo -TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ,INSPECTION= , -- [ =ION .1 ST [ ] ROUGH PLUMBING ION 2ND- [ ] INSULATION' [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 h DATE INSPECTOR Of SOpT�olo �y�OUNTY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ "FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY=INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (� DATE - -SINSPECTOR a SO(/T,yolo - TOWN OF SOUTHOLD BUILDING DEPT.' - 765-1802 INSPECTION . [ IF NDATION IST [ ] ROUGH PLUMBING [ OUNDATI [ ] INSULATION [ ] FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLAC [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:. 670DATE INSPECTOR 1 o��OF SO(/r�ol ti 7z�- cou TOWWOF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC T ' N [ ] FOUNDATION-IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE ,A CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 1 Of SObryOlo 5 � • �o TOWN OF-SOUTHOLD BUILDING DEPT.= 765.1802 INSPECTION [ ] FOUNDATION IST [ ]- 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: <:W�4_ DATE INSPECTOR fjf so u TOWN OF SOUTHOLD BUILDING DEPT. ,- 765-1802 INSPECTION . I FOU DATION I ST ROUGH-PLUMBING 4 F- UNDATION 2ND INSULATION V�FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE Vlq�ATION CAULKING REMAPKSLY�YQ- S�71D DATE f5-o* INSPECTOR 31. 67 TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ., I FO DATION I ST ROUGH PLUMBING UNDATI ND INSULATION FRAMING STRAPPIN FINAL FIREPLACE & C N FIRE S INSPECTION FOU UN r 0 F Mi RA i E &iC 51 tl FIRE RESISTANT CONSTRUCTION ] FIR SISTAN'T PENETRATION C I ELECTRICAL (ROUGH) ECTRICAL (FINAL) I CODE VIOLATION CAULKING REMARKS: A4, CINSPECTOR-Z DATE - i OF SOpT�ol cOUMV,Nc� TOWN"OF SOUTHOLD BUILDING'DEPT, 765-1602 INSPECTION . ,, [ ] FOUNDATION 1ST [ 7INSULATION GH PLUMBING FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ 0CAULKING REMARKS: i DATE INSPECTOR � I � eourm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] DOUGH PLUMBING [ ] FOUNDATION 2ND [ ] �INATION [ ] FRAMING / STRAPPING [ FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ -]—FIRE-RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIP .ATION [ ] CAULKING REMARKS 71 QZ DATE - 10 // ,3INSPECTOR 5f so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ] 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 . INSPECTOR� SOpj�olo . 6" cOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION " ' [ ] FOUNDATION 1 ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSU ON [ ] FRAMING /STRAPPING [ ] FIN L [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ 1 CAULKING ) kv , REMARKS: ATE INSPECTOR Delfino Insulation Co., Inc. Customer: Almas Construction LLC. 1648 Locust Av. 263 Route 25A Bohemia, NY 11716 Wading River, NY 11792 631-567-4545 Job Location:880 Wunneweta Rd. Cutchogue,NY 11935 Insulation Certificate WORK AREA ITEM INSTALLED TO CODE Fire caulk Penetrations install fire caulk to code 1 stow-Insulatlon Interior garage ceiling R-30 Kraft faced insulation 2x8 open flat ceiling R-38 Kraft faced insulation 2x8 open slope ceiling R-38 Kraft faced insulation Eaves Baffles 2x6 exterior walls R-21 Kraft faced insulation Stairwell to basement(2x6) R-21 Kraft faced insulation Stairwell to basement(2x4) R-13 Kraft faced insulation 2X4 closed knee walls R-13 Kraft faced insulation Fireplace chase walls R-13 Kraft faced insulation Cellar ceiling Cellar ceiling R-30 Kraft faced insulation Cellar ceiling phase completed 10/17/2015 All work has been installed to New York State Code standards. Proposal M 30866&30864 Dates completed: Fire caulk and 1 story insulation 7/1/2015 Cellar ceiling 10/17/2015 Delfrno Insulation Co.,Inc. Fred Furnell Jr Nov 2 2015 BLDG DEPT TMAM11 ill $f;UTHOLD M� Apr__ 7.__2015 4.20PM ALMAS CONST, rd, R-6- 929f,850 No, 5678 P. 21,1— — so 3 Roberti. Higgins .Architect 1 50 Hidden Acres Path T Wading River, NY 11792 _ 631-208-3351LI APR 7 7.015 April 7,2015 Town of Southold Building Department P.O,Box 1179 Southold,NY 11971 Re; Almas Construction, Wading River Callas Residence,Nassau Point Town of Southold,NY 1 approlre the following revision to the deck footings: In lieu of the deck piers as specified on the plans, 1 hereby approve the installation of 20" Poured conerete piers at the front and rear covered decks. piers shall be placed a minimum of 36" below grade. arab AFe Q N Cs� ,t O Apr, 20. 2015 5: 13PM ALMAS CONST, No, 5801 P. 2 39 i 5-*"� Robert J. Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 April 14,2015 Town of Southold Building Department l P.O. Box ]179 / Southold,NY 11971 Re; Alinas Construction, Wading River Callas Residence,Nassau Point Town of Southold,NY" I approve the following revision to the deck footings; In lieu of the deck piers as specified on the plans, l hereby approve the installation of 18" poured concrete piers at the front And rear covered decks. piers shall be placed a minimum of 36" below grade, piED ARC 'r in 019 JO yoQ. Architect I..J� APR 2 1 2015 10'dtOC�r!I�I;IOLD # 12 t 0 • 1 MoPPRAN . • 1 1. � /� �' ------ J — r ROUGH11 y PLUNMVG 1 • STATE ENERGY CODE - / r ADDITIO • 1NT e► s. s TOWN,OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 s Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 (� Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20 �' `� E n Ze Inspector PLICATION FOR BUILDING PERMIT JUL 3 0 2014 Date ,20 BLDG DEPT. INSTRUCTIONS TONIPI OF SOUTHOLD a ion be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si tore cant or name,if a corporation) 2-6.3 2( zzd-4 (,J , P,Npoiz (Mailing address of applic t) State whether applicant is owner, lessee, agent,architect, engineer,general contractor, electrician,plumber or builder C. Name of owner of premises 6-0 c., , C f�,) /o q_# (As on the tax roll or latest deed) If ap 'c o ature of duly authorized officer le (Name aWfitle of corporate officer) Builders License No. &, Gw/u S &,gp.t- 4-4i Plumbers License No.G e_j jf5� Alm y�,,�4� Electricians License No. Other Trade's License No. 1. Location of land on which proposed work/will be done: tet' '300 004, M t,je %e%e Gy�/7. 1'"� �i�,C, J House Number Street Hamlet County Tax Map No. 1000 Section j Block -( Lot I Subdivision Filed Map No. Lot 2. State existing use and occupancy of pr,emi�ses and intended use and occupancy of proposed construction: V a. Existing use and occupancy 4Ce, .-05 , b. Intended use and occupancy S r { iL. (X � , I�t�LP 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 2 sz7 0 dv Fee (Description) (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 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 S Rear �� Depth V6 P Height -!r ' Number of Stories 1 9. Size of lot: Front 100 . o Rear /d 0 Depth el(I 1 2 f 1, Q-2- 10. 10. Date of Purchase'^ ��``e S Name of Former Owner T-7 7o 10 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO-A- 13. Will lot be re-graded?YES ?`� NO Will excess fill be removed from premises?YES NO lk- 14.Names of Owner of premises Address Phone No. Name of Architect P-,,4-e-f l�yg,�,�c Address Z,*429 , "',LT Phone No &-`3133�s'i Name of Contractor Address 7-6 �/f Phone No. G 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X' * 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 9C' * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF A"u4 C � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this —/ - /04 day of �,!` 20� _ AKI NotaryPubliyqotary Public, State of New York Si e of App Nint No.01 MA6164838 Qualified in Suffolk County ; Conlmission Expires 04-30-20/r ;, Scott A. Fussell ,�°s� '� 9TO]Kl��l WA\TIEIK SUPERVISOR � � ( � � z 1\�1[A\�A\G lEl��l[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of Southold ,JUL 30 2014 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) OOZES THIS PROJECT INVOLVE ANY 'OF THE FOLLOAVINO: Yes No (CHECK ALL THAT APPLY) [ ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®� D. Site-preparation within 100 feet of wetlands, beach; bluff or coastal erosion hazard area. ❑® E.,Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑❑ F. Installation of new or, resurfaced impervious surfaces of 1,000 square .feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious,-surfaces. If you answered NO to all of the questions above,,STOP! Complete the Applicant section,below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit Ll—your Building'Permit Application. APPLICANT: (Property owner,Design Professional,Agent, ontract tber) S.C.T.M. 1000 Date: D strict NAME t(iWq-& �d�/v►�CI r J '� y Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information _�7 3 Reviewed By: gY1^Y' VLY I — — — — — — — — — — — — — — — Date: - �� 1 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — L �� APproved for processing Building Permit. ,�1 q U i ���' � El Stormwater Management Control Plan Not Required. /4��a,✓ A9/1` Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT- S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor, ther/ �vK ease. CHAPTER 236 "pp j 11 - �j ,r Stormwater-Management Control Plan CHECK LIST NAM w�• �wv,o.� Section Block Lot _ S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI®x Print Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing 61L �—lo all Information that has been Required by the following Checklistl gnUW re Telephone Number, 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: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries DRAINAGE INSPECTIONS b. Total Site Acreage. 00 Contact TOS Enj!ineering at 7654-560- befere c. Existing-Natural&Man Made Features within 500 L.F.. , OR Provide , of the Site Boundary as required by§236-17(C)(2) *11--t—he drainage has been in5tMa d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing&Area of Proposed Land Disturbance. 0 EROSION f. Existing&Proposed Contours of the Site (Minimum 2'Intel vats) 0include but not r)e fintited W. g. Location of all existing& proposed structures, roads, ntained Construe tion EntrBA'e, driveways,sidewalks,drainage Improvements& utilities. 00 Fencing,sta i iz i h. Spot Grades&Finish Floor Elevations for all existing& If a sed dor inactive s • proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0� ' k. Location of proposed Construction Entrance/Staging Area(s), �0 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measuies. �(�' ci niw ana ement Control Plan must include Calculations showing � at he r to ill i vements are sized to capture,stoi e,and infiltrate fE ! L� -se truff o II impel vrous surfaces generated by a two(2'9 inch 0 _ rainfall/storm�e i t. !� U S E 3.Dreils trona ra gs for stormwater practices are required for approval � C Itee uiri its shall include but not be limited to: a. Erosion& edim nt Controls. cs�+n. e LD c 1-9ns run En rance&Site Access. TOW d OF601 MOL[Drainage S ructures (e.g.catch basins,trench drains,etc.) 0 d. Leachin tructures (e. .infiltration basins,swales,etc.) **-** FOR ENGINEE NG DEPAR T St ONLY**** ddltlonal Information is Required. Ll Revleweu& I tormwater Management Control Plan is-Not Complete. Approved By: ! — — — — — — — — — — — — — — - - — — — — — Stormwater Management Control Plan is Complete. Date: r ! SMCP has been approved by the-Engineering Department. FORM # SWCP Check List-TOS MAY 2014 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: ,DUNE 5® 2015 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE N EG RI LICENSE NUMBER 3913®ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 ]OBSITE INFORMATION NAME: 'CALS RESIDENCE ADDRESS: 880 WUNNEWETA ROAD CROSS STREET: CUTCHOUE NY 11935 PHONE NUMBER: PERMIT NUMBER: 39157 TAX MAP- # DISTRICT: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION Is job ready for inspection: YES Do you need a Temp Certificate: YES TEMP INFORMATION (if needed) Service,Size 200 AMP UNDERGROUND New Service - - -YES Additional Information Ca nn Ci/ 9� a - -a �, G,(Q -)< Apr. 7. 2015 4: 20PM ALMAS CONST, No, 567$ P, 1 i ALMAS CONSTRUCTION LLQ Formerly Zoumas Homes _ Date:- _ 4/7/2015 To; T Town of Southold Subject: Permit No. 39157/ 880 Wunneta Rd., Cutchogue Fax Number (631) 7659502 c Total Pages Including Cover: 2 Urgeni ❑ Reply ASAP ❑ Please Comment ❑ Please Review ❑ For Your Information ❑ Dear Sirs, In reference to the above, mentioned address please find attached a letter of approval from the architect, concerning the installation of 20"poured concrete piers at the front and rear covered decks. We are at your disposal for any further information you may require. 'hank You, ,A,1mas Construction LLC Nicholas Zoumas Proud Members of: Address:263 Route 25A, Wading River,NY 11792 Phone:631-929-6831 Fox:631-929-6850 LZIM nickz@almashomes.com www.almoishomes.com AP r, 20. 2015 5: 1 SPM ALMAS CONST. N.-U. 5801 P. 1 WC Q/p�� AAA//I�1A CONSTRUCTION LLC �� �� :5•. �'{�� \L, ♦ l S CO 1-il�i;�i:?�;'' '�� T L•ti w)'"F ,;�,17i.,'�11'�a,sF�-4` Vl4 4i',r ��-{ f fir'•¢i ie: �. Y,>•,, `d,�4 )a fj�, M ?�tiq�.�'� `-5 ci, �,�X��� t Cat ri f R��- S"i n;'�':�: r��•,l „f.`^,,•;�?J'y,.__�;;i,�YSI�'�ar'S='�p?'C�,'.,"r�%X�`rrY�,�S,�k:�.°o 4_;r3�.} Formerly Zoumas Homes Date: 4/20/15 To: Town of Southold, Bldg Dpt Attention; Fax Number (631) 765-1366 Total Pages Including Cover: Urgent ❑ Reply ASAP ❑ Please Commenl' ❑ Please Review ❑ For Your Information Comments; As requested, please find attached letter from Architect, concerning the Callas Residence, Nassau Point. Permit No. 39157 We are at your disposal, for any further information you may require. Thank you, Almas Consiruction LLc F APR 2 1 2015 ` a fil-U� I�FPf { Proud Members of. Address:263 Route 25A, Wading River, NY 1 1792 Phone. 631-929-6831 Fax:631-929-6850 LZRII nickz@olmashomes.com www.almasliomos.com srsXvwe,r•,.i �®��pF SOU�y®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 flyer@ November 2, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Almas Construction 263 Rt 25A Wading River, NY 11792 Re: Callas,880 Wunneweta Rd, Cutchogue TO WHOM IT MAY CONCERN: 66/E: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Certification required from an Architect or Engineer for the insulation in the garage ceiling. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters-Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39157— New Dwelling 07/30/2014 23:36 FAX IM 0001/0001 F,cc RS A RICAN TITLE INSURANCE COMPANY OF NEW YORK JUL 31 2014 hereby certifies to: BLDG DEPT, THE TOWN OF SOUTHOLD TOWN OFSOUTHOLD that a search has been made for a chain of title of the premises described as Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1954 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1954. This affidavit is made to assist the Board of zoning Appeals to the Town of Brookhaven to reach any determination which requires as a basis therefore,the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability of this company, under this certificate, is in no way to exceed the sum of one thousand dollars ($25,000.00). First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R. Thompson, Esq., For the Company Swom to before me this 24th day of March, 2014 Notary Public Re: Title No.: SSA-30934 Search Effective: January 16,2014 at 9 a.m. 6312891679 davisprager 03:58:18 p.m. 07-15-2014 1 /19 DAVIS & PRAGER, P.C. ATTORNEYS AT LAW 175 OAK STREET PATCHOME,NEW YORK 11772 TEL. (631)-289-1600-• FAx(631)289-1679 IRA C.PRACER LARRY R.DAvls FACSIMILE ,TRmSMISSION DATE: '7/15/14 TO:, Almas Home Builders ATTN: Nick FROM: Ina RE: Callas, 880 Wunneweta Rd. , Cutchogue # OF PAGES (including cover) : Our mutual client, William Callas, asked that I send e and Separate search to you. The' information contained in this facsimile message is intended for the personal and confidential use of the designated recipients named above, The message may bean attorney-client communication, and as such is privileged and confidential. If the reader of this message is not the intended recipient, you are hereby notified that you have received this,document in error, and that any review, dissemination, distribution, or copying of this message is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us by mail: 6312891679, davis prager 03:58:33 p.m. 07-15-2014 2!19 IAIADVANTAGE TITLE THE ADVANTAGE GROUP: ADVANTAGE TITLE - ADVANTAGE FORECLOSURE - ADVANTAGE LEGAL • ADVANTAGE SETTLEMENT MORTGAGE ADVANTAGE FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK hereby certifies to: THE TOWN OF SOUTHOLD that a search has been made for a chain of title of the premises described as Parcel A(subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1. 1954 to date, The purpose of this examination is to determine if any contiguous property was,owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1954. This affidavit is made to assist the Board of Zoning Appeals to the Town of Brookhaven to reach any determination which requires as a basis therefore,the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability of this company, under this certificate, is in no way to exceed the sum of one thousand dollars ($1,000.00). First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. 0'0' Debra R.Thompson, Esq,, or the Company Sworn to before me this 24th day of March, 2014 Notary PublicALICE Gf nm'\N NotaryPub,ica��n/?Newyork I`O p1` °r�k County '' Qu�Vlsr t'n.'1';1 rch 11,103 3 Re: Title No.: SSA-30934 Search Effective: January 16,2014 at 9 a.m. 6312891679 davis prager 03:58:55 p.m. 07-15-2014 3/19 ` FlrstAmezican rifle March 21,2014 Town of Southold Planning Board 54375 Main Road Southold,NY 11971 RE: Title No. SSA-30934-14 District 1000 Section 111.00.Block 04.00 005.000 Dear Sir or Madam: a Please be advised that ADVANTAGE TITLE AGENCY, INC. is a-duly constituted ,and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. ry truly s, James Th ul Vice President Senior Agency Counsel JVnco cc: Advantage Title Agency, Inc. 201 Old Country Road Suite 200 Melville,NY 11747 631 424-6100 6 140 East 450 Street,44" Fioor,New York,NY 10017 TEL 212.381.6600 • FAX 212.381.6615 6312891679 davis prager 03:59:10 p.m. 07-15-2014 4/19 IC Ac ' V. r Alb . g N CA Coe AS Ole WL 2 lee No w4t / vo `o •• b r L L L L cc w •atia�.vnmd®ae w N 6312891679 davis prager 03:59:44 p.m. 07-15-2014 5/19 Parcel "A" Subject Premises District 1000, Section 111.00, Block 04.00 and Lot 005.000 Lot 300 "Amended Map A of Nassau Pond"filed August 16, 1922 as Map No. 156 DEED Sigmond F.Samowski Dated: June 30, 1954 Recorded: July 23, 1954 to Liber: 3729 Ann Helen Sarnowski and Page: 521 Sophie Konieczny, as tenants in common and not joint tenants NOTE: Covers map Lots 196 through 198 and 297 through 303. DEED Sophie Konieczny and Dated: April 20, 1965 _ Ann Helen Samowski Recorded: April 27, 1965 to Liber: 5735 war Wen Page: 353 NOTE: Covers map Lot 300. NOTE: Edward L.Wenz died March 8, 1982. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Ga o ( Debra R.Thompson, Esq.,For the Company Sworn to before me this 24th day of March,2014 ' 1 Notary Public ALICE(;CnMA-1.PI ,. ,, .e n'i•lew York Notary P.b,,. .};, A0 County tlo.0 Gomm, 6312891679 davis prager 03:59:59 p.m. 07-15-2014 6/19 Parcel "A" Subject Premises District 1000, Section 111.00, Block 04.00 and Lot 005.000 Lot 300 "Amended Map A of Nassau Pond"filed August 16, J922 as Map No. 156 DEED Jean Plet,also known as Jean Wenz, as Dated: September 28, 1989 Administrator of the Estate of Edward L. Wenz Recorded: November 13, 1989 to liber: 10964 Jean Plet, also know as Jean Wenz Page: 70 NOTE: Covers map Lots 199 and 300, conveys a one-half interest. DEED Jean Plet, also known as Jean Wenz, as Dated: June 26, 1992 Administrator of the Estate of Edward Wenz Recorded: July 15, 1992 to liber: 11502 Peter F. Schleipman and Page: 11 Patricia DeMuria Schleipman, his wife NOTE: Covers map Lot 300, conveys a one-half interest. First American Title Insurance Company of New York (See letter'annexed hereto.) Advantage Title Agency, Inc. Debra R.Thompson, Esq., For the Company Sworn to before me this 24th day of March, 2014 Notary Public ALICE rpR;V9AN Notary Public 'New York �� �1rf-•`11t1�Q0 6312891679 davis prager 04:00:15 p.m. 07-15-2014 7/19 Parcel "A" Subject Premises District 1000', Section 111.00, Block 04.00 and Lot 005.000 Lot 300 "Amended Map A of Nassau Pond"filed August 16, 1922 as Map No. 156 DEED Jean Piet, a/k/a Jean Wenz Dated: June 26, 1992 Recorded: July 15, 1992 t0 Liber. 11502 " Peter F. Schleipman and Page: 9 Patricia DeMuria Schleipman, his wife NOTE: Covers map Lot 300, conveys a one-half interest. DEED Peter F. Schleipman and Dated: May 18, 1996 Patricia DeMuria Schleipman, his wife Recorded: may 24;1996 Liber: 11775 to Patricia DeMria_Schleipman Page: 467 NOTE:Covers map Lot 300. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R.Thompson, Esq., or the Company Sworn to before me this 24th day of March, 2014 Notary"Public AUCE GOWAN Notary P�' ` �tNew York 1, . 6312891679 davis prager 04:00:30 p.m. 07-15-2014 8/19 Parcel "A" Subject Premises District 1000, Sec tion,111.00, Block 04.00 and Lot 005.000 Lot 300"Amended Map A of Nassau Pond"filed August 16, 1922 as Map No.156 LAST DEED OF RECORD Patricia DeMuria Schleipman Dated: October 6, 1999 Recorded: October 15, 1999 to Liber: 11995 Louis J. no o, Jr. and Page: 2 Ann B.Triolo, his wife. NOTE: Covers map Lot 300. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R.Thompson, Esq., For t,44ompany Sworn to before me this 24th day of March, 2014 Notary Public ALICE C,OR"9ArJ Notary P!ln'!�,:".''^of New York No Mfgl-lin.i in}::..a?F.Goutlty , 0 6312891679 davis prager 04:00:43 p.m. 07-15-2014 9119 Parcel !!B" Premises to North District 1000, Section 104.00, Block 011.00 and Lot 015.000 Lot 299"Amended Map A of Nassau Pond"filed August 16,1922 as Map No. 156 DEED Sigmond F.Samowski Dated: June 30, 1954 Recorded: July 23, 1954 to Liber: 3729 Ann Helen Samowski and Page: 521 Sophie Konieczny, as tenants in common and not as joint tenants NOTE: Covers map Lots 196 through 198 and 297 through 303. LAST DEED OF RECORD Sophie Konieczny and Dated: July 14, 1965 Ann Helen Samowski Recorded: July 27, 1965 to Liber: 5788 Joseph J. Decker and Page: 53 Maureen E. Decker, his wife NOTE: Covers map Lot 299. First American Title Insurance Company of New York (See letter annexed hereto. Advanta a Title Agency, Inc. Debra R. Thompson, Esq., Forte Company Sworn to before me this 24th day of March, 2014 Notary Public . AL ICF GrIiR"oN Notary Pt,bi- S: '^ref New York _ Ifo.Q,GC `?%•:'r� QL!?li:l^'f.n °r,•;r l;ounty Cnmmissirni i*r.:_:;Aa(d,11,20 6312891679 davis prager 04:00:58 p.m. 07-15-2014 10/19 Parcel "C',' Premises to(Nest District 1000;'Section 111.00, Block 04.00 and Lot 004.000 Lot 307"Amended Map A of Nassau Pond" filed August 16, 1922 as Map No. 156 DEED Eleanor L. Grabie Dated: February'9, 1938 Recorded: February 9, 1938 to Liber: 1968 Edward A. Kelley Page: 41 NOTE:Covers map Lot 307. DEED Edward A. Kelley Dated: November 22, 1943 Recorded: November 22, 1943 to Liber: 2324 Edward A. Kelley and Page: 520 Zora Ross Kelley, his wife NOTE: Covers map Lot 307. NOTE: Edward A. Kelley died May 25, 1963, First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R. Thompson, Esq., F the Company Sworn to before me this 24th day of March, 2014 Notary Public ALICE(',ORMAN Notary Pull! i,lew York W. C)ual,i^,ri,n c:•••:,<Counter , 9 6312891679 davis prager 04:01:13 p.m. 07-15-2014 11 /19 -Parcel "C" Premises to West District 1000, Section 111.00;Block 04.00 and Lot 00.4.000 Lot 307 "Amended Map A of Nassau Pond"filed,August 16, 1922 as Map No.156 DEED Zora Ross Kelley, as sole Executrix and devisee under Dated: September 3, 1965 the Last Will and Testament of Edward A. Kelley, deceased,which said Last Will and Testament was duly Recorded: October 15, 1965 admitted to Probate in the Surrogatees Court of Suffolk County on March 11, 1965 to Liber: 5841 Garrett E.Austin and Page: 362 Joan M. Conrad,joint tenants NOTE:Covers map Lot 307. DEED Garrett E.Austin and Dated:• July 16, 2001 Joan M. Conrad, as joint tenants Recorded: March 14, 2002 to Liber: 12174 Daniel L, Roeper and Page: 557 Wendy L.Jester-Roeper, his wife NOTE: Covers map Lot 307. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R.Thompson, Esq,, For the mpany Sworn to before me this 24th day of March, 2014 r Notary Public, A11�:��C;i�`r�rle:v York Notary Puhi.c n...i.6.�I in• in: C eunty �1 6312891679 davis prager 04:01:29 p.m. 07-15-2014 12119 Parcel "C" Premises to West District 1000, Section 111.00, Block 04.00 and Lot 004.000 Lot 307"Amended Map A of Nassau Pond"filed August 16, 1922 as Map No. 156 DEED Daniel L. Roeper and Dated: August 15, 2002 Wendy L. Jester-Roeper, his wife Recorded: August 15, 2002 to Liber: 12203 Daniel L. Roeper and Page: 677 Wendy L. Jester-Roeper, his wife and James J. McCarthy , NOTE:Covers map Lot 307. LAST DEED OF RECORD Daniel L. Roeper and nate November 6, 2008 Wendy L. Jester,husband and wife as 50%owner and Recorded: November 20,2008 James J. McCarthy, as 50%owner to Liber: 12572 James McCarthy, as to 100%owner Page: 466 -NOTE: Covers map Lot 307. NOTE:James Joseph McCarthy died September 22, 2013, testate, with Letters Testamentary issued to Jacqueline McCarthy and Jarett McCarthy. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage litle Agency, Inc. Debra R.Thompson, Esq.,For th ompany Sworn to before me this 24th day of March, 2014 Notary'Public pi'rL" nn'.95�1 Notary Poc 11• C,,.Inw York No 011:11.' ri•1 k ty0 r`mm�•ict%r-it i rr% .`.I%:::.il 1? 6312891679 davisprager 04:01:51 p.m. 07-15-2014 13/19 ' 1 Parcel "D" Premises to Southeast District 1000,Section 111.00, Block 04,00 and Lot 006.000 Lot 301 "Amended Map A of Nassau Pond",filed August 16, 1922 as Map No. 156 DEED Sigmond F.Samowski Dated: June 30, 1954 Recorded: July 23, 1954 to Liber: 3729 Ann Helen Samowski and Page: 521 Sophie Konieczny, as tenants in common and not joint tenants NOTE: Covers map Lots 196 through.198 and'297 through 303. DEED Ann Helen Samowski and Dated: April 8, 1958 Sophie Konieczny Recorded: April 9, 1958 to Liber: 4446 Sigmond F. Samowski and Page: 534 Ann Helen Samowski,his wife NOTE:Covers map Lot 301. First American Title Insurance Company of New York (See letter annexed hereto) Advantage Title Agency,Inc. Debra R.Thompson, Esq., For orcompany Sworn to before me this 24th day of March,2014 Notary Public ALICE GCTMAN Notary PLVi^ s ',,o•°•jewYork No (,•.i: -�....-"Z) 6312891679 davis prager 04:02:07 p.m. 07-15-2014 14/19 Parcel "D" Premises to Southeast District 1000, Section 111.00, Block 04.00 and Lot 006.000 Lot 301 "Amended Map A of Nassau Pond"filed August 16, 1922 as Map No. 156 DEED Sigmond F. Samowski and Dated: August 20, 1960 Ann Helen Sarnowski, his wife Recorded: August A, 1960 to Liber. 4865 Martin Auerbach and Page: 75 Lucille Auerbach, his wife NOTE:Covers map lot 301 _ NOTE: No estate proceedings found in Suffolk County for Martin Auerbach or Lucille Auerbach. LAST DEED OF RECORD Lynn Auerbach Boulanger, as Executor of the Dated: August 5, 1984 Last Will and Testament of Lucille E.Auerbach Recorded: August 29, 1984 to Liber: 9630 Lynn Auerbach Boulanger Page: 509 NOTE: Covers map Lot 301. First American Title Insurance Company of New York (See letter annexed hereto.) Advantagg Title Agency, inc. Debra R. Thompson, Esq., F,qkfe Company Swom to before me this 24th day of March,2014 Notary Public Al' CiO111MAN Notary P':._: :., -ct:-;'Inw York (]11:1!•% ,+!1; ,l�;t�y t A 6312891679 davis prager 04:02:23 p.m. 07-15-2014 15/19 •Parcel "E" / Premises to South District 1000, Section 111.00, Block 04.00 and Lot 007.000 Lot 302"Amended Map A of Nassau Pond"filed August 16, 1922 as Map No. 156 DEED Sigmond F. Sarnowski Dated: June 30, 1954 Recorded: July 23, 1954 to liber: 3729 Ann Helen Sarnowski and Page: 521 Sophie Konieczny, as tenants in common and not joint tenants NOTE:Covers map Lots 196 through 198 and 297 through 303. LAST DEED OF RECORD Sophie Konieczny and Dated: July 14, 1965 Ann Helen Samowski Recorded: July 27, 1965 to liber: 5788 Richard D. Gwydir and Page: 51 Judith Ann Gwydir, his wife NOTE:Covers map lot 302. First American Title Insurance Company of New York (See letter annexed hereto.) Advantag Title Agency, Inc Debra R. Thompson, Esq., For fetompany Sworn to before me this 24th day of March, 2014 Notary Public Notary PL, ,,•i"'wwYork rlr.t i , a•'tY O 6312891679 davis prager 04:02:37 p.m. 07-15-2014 16/19 Parcel "F" / Premises to Southwest District 1000,Section 111.00, Block 04.00 and Lot 008.000 Lot 302"Amended Map A of Nassau Pond"filed August 16,1922 as Map No. 156 DEED Sigmond F.Samowski Bated: June 30, 1964 Recorded: July 23, 1954 to Liber: 3729 Ann Helen Sarnowski and Page: 521 Sophie Konieczny, as tenants in common and not,joint tenants NOTE: Covers map Lots 196 through 198 and 297 through 303: DEED Sophie Konieczhy and Dated: January 30, 1973 Ann Helen Samowski Recorded: February 8, 1973 to Liber: 7340 Ann Helen Sarnowski Page: 396 NOTE:Covers map Lot 303. First American Title Insurance Company of New York (See letter annexed hereto.) Advanta a Title Agency, In Debra R.Thompson, Esq., F e Company Sworn to before me this 24th day of March, 2014 Notary Public A' Notary P-. raw York Cir, u..t 6312891679 davisprager 04:02:52 p.m. 07-15-2014 17119 Parcel "F" Premises to Southwest District 1000,Section 111.00, Block 04,00 and Lot 008.000 Lot 302"Amended Map A of Nassau Pond"filed August 16,1922 as Map No. 156 DEED Ann Helen Samowski Dated: January 5, 1976 Recorded: March 1, 1976 to Liber: 7995 Joseph B, Brachocki _ Page: 81 NOTE: Covers map Lot 303. DEED Joseph B. Brachocki Dated: March 31, 1978 Recorded: April 17, 1978 to liber: 8414 Joseph J. Brachocki Page: 387 NOTE: Covers mapLlot 303. First American Title Insurance Company of New York . (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R. Thompson, Esq., For a dompany Swom to before me this 24th day of March, 2014 Notary Public ALICE c=n"�l•"t! Notary PST`+" "'''�' `1M York NO :�iri�' �'': j30 ty Cunn Camrr, •;r:,C�:, r!Marc t 11,2 6312891679 davisprager 04:03:06 p.m. 07-15-2014 18/19 Parcel"F" Premises to Southwest District 1000,Section 111.00, Block 04.00 and Lot 008.000 Lot 302"Amended Map A of Nassau Pond" filed August 16, 1922 as Map No, 156 DEED Joseph J. Brachocki Dated: September 9, 1983 Recorded: September 14, 1983 to Liber: 9425 John R. Dempsey, Inc. Page: 13 NOTE:Covers map Lot 303. DEED John R. Dempsey, Inc. Dated: June 7, 1985 Recorded: June 26, 1985 to Liber: 9819 Peter F. Schleipman and Page: 186 Patricia M, DeMuria NOTE:Covers map Lot 303. First American Title Insurance Company of New York • (See letter annexed hereto.) Advantage Titl Agency, Inc. fj Debra R. Thompson, Esq., For,toCcimpany Sworn to before me this 24th day of March, 2014 Notary Public PLICF cOr-^.AN Notary PL-W-.•:.`' ,0 nt Newyork nuaji`t<<I in Z', :,nlc 6312891679 davis prager 04:03:20 p.m. 07-15-2014 19/19 a Parcel"F" Premises to Southwest District 1000,Section 111.00, Block 04.00 and Lot 008.000 Lot 302"Amended Map A of Nassau Pond"filed August 16,-1922 as Map No. 156 LAST DEED OF RECORD Peter F. Schleipman and Dated: October 1, 1994 Patricia M, DeMuria Schleipman flkla Patricia M. DeMuria Recorded: October 5, 1994 to Liber: 11697 Pe er F, Sch eipman and�-�---�-� Page: 65 `Patricia DeMu aS is el pman, his—wife NOTE: Covers map Lot 303. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R.Thompson, Esq., Fo5Pfcfompany Sworn to before me this 24th day of March, 20f4 Notary Public AI I•^f:f 01"h,1 AN Notary r Ovw York :?aunty LOT AREA = 28,503 SQ. FT. WATER POg�IC 9 _ _1 DWELL NUMB 19 _ 1000_ 104-12 T OT NOM 41. ) existin )N VACAN - L �Ok4) ( �Fp PIPEFD MON IrfA 03'3'E 237'f Tnt?j�N� ��E �� 5� 42 / (41.6) Q (39� *4 0,30— - w o 41.3) A3 eXP �42 OLE �42 O 0 , FD v 4 O U Z ' MON I I� �� � m � O 42 \ min N CD O� 3 / 00 \ ✓ 0 43 rn Z z t N O~ 42 1 =-1 44 J , 3 32.0' p 43 9.0roofed wd deck 9'0'o I 45, � -0 °I 34.0 ai 8.0' 16 .0' ( 8.0)•o0 44 46 N 24.8' gar PROP b 45 ui under DWELLING N 15.3' MOON N FFL ELEV 52.0. well 46 elev=44.0 (44.0) I(4s.o) N roofed wd deck NO 43.0' p J I W C lr 3 o a� w \ a / m o rn pole / ~ W o O N J W \ 3 m O � Z Ld O Ld / J Q / ✓ FD MON J C) J '- i s` �dl cn T Z a n ro z ' Z _j os 7 2S ly �g CJD -ly - oo�(I w ° wimp 0 0 no w ::a I FD (6-7 MON MFD ON (70.5) 100.00, ' S 34 19,20 „W •CO. . N OT NOMBER 307 ru HA= It L 6-24-2014 ADDED TOPOGRAPHICAL INFORMATION THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED 6-9-2014 REVISED, TEST HOLE BY McDONALD GEOSCIENCE 4-17-2014 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE 0' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No._ 14-60 FILE No. NASSAU POINT DARK BROWN LOAM OL INTENDED TO GUIDE THE ERECTION OF FENCM,RETANNG WALLS, POOLS, PATIOS, 1' PLAITING AREAS,ADDITION TO BUILDNGS OR ANY 01HER CONSTRUCTION. • BROWN SILTY SAND SM __... SURVEYED FOR .LORRAINE & WILLIAM B. CALL'AS UNAUTHOR®ALTERA110N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 300' 4' 7209 OF THE NEW'YORK STATE EDUCATION LAW. AMENDED MAP A OF NASSAU POINT PALE BROWN FINE GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SAND SP SURVEY IS PREPARED:AND ON HIS BEHALF TO THE TITS COMPANY,.GOVERNMENOU. SITUATED AT NASSAU POINT AGENCY AND LENDNG,INSTITUMON Lob HEREON,AND TO THE ASSIGNEES OF THE 17' LENDING IN nu�N ARE NOT 7PANs�A81E m ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY,N.Y. NO WATER ENCOUNTERED COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE'1" = 30' DATE 4-14=2014 EMBDSSED SEAL SHALL NOT BE•CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No, 156 _ DATE 8-161922 CERTIFIED ONLY TO:, TAX MAP No. (REF ONLY) 1000-111-4-5 DISK 2014 NOTE: ' LORRAINE & WILLIAM B. CALLAS Location of water mains WELLS FARGO ' ,HAROLD F: TRANCHON JR. P.C. & adjoiners water supply ADVANTAGE TITLE LAND SURVEYOR ' by,others and are not, WESTCOR LAND TITLE INSURANCE COMPANY P.O. BOX 616 guaranteed. �/ A �-- 1866 WADING RIVER-MANOR RD. WADING RIVER, -�J�^ NEW YORK, 11792 � • HAROLD F. TRANCHON JR. PENN. LIC. No. 8 No. 21159 631-929-4695 E 1 4 • 18'-0"MAX. C.to C. rIN�s; ,rri.•.���•.� f1 �Mme`s-�i-,.-.��N-�•": r. - .- _;".'_-T-."--.-,-._.._;_..-_----_.-_—_ LL GLADEU. �: f •tt a=:,.• r::w, + Q _!.- ' ,,U� _`�• M •Mi �♦ �•-•L•. ":�►--_tiM•M•L'y'. �.. ;•». _1r1a�'db �Y_ �d �'.' Z •. _t •r._t{ f .�M'.'� Ge'tsx Sw.•�•rr•1�r• :�'�'h '�ti•, t_ Il F]r Y . t7�scS.? �.. r.�i. �p W J ix LL O� ��O PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10/ 10 WWF) ' z FILTER CLOTH SCOPE � EMBED FILTER CLOTH —= F MIN. 6" INTO GROUND J _z io F r ,tW NOTE: r MAXIMUM DRAINAGE AREA 112 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS SCALE: NTS SNE E-r -T\No ` � SUEFT- LOT ASREA = 28,503 SQ. FT. .� WATER PU 30C LL AUG 4 2014 DW SOT NUMBER 199 J1) existln water main (41� FD MON 3.3'PIPE . E TAT "�ij,�� 100-50' ) 237 O U )V- 40 0 3 S 35 w � o BENCH i�Ir4 00 FD TEST HOLE 1 U �L Z MON Z exp p m O O CoNSTR+.,Z ioN E.?, i4cE ZO x So a \ Ip T" cV m O 3 CO ZE \ DoT 1C,0P1:;1RD Ve--D R C A FILL I LP r z O TO 19 /`050 V E EX I STI ri C, 6RFd E \ z t N Ow J 32.0 Q o 'O�roofed wd deck 9'0'0 of 34.0 Gi I(49.0) (42.0) 8.0' 16.0 00 CN gar PROP o 24.8 � under DWELLING N j5 ' 0' FFL ELEV 51 0. I well (42.0) elev=42.0 16.0' 49.0) o o N p roofed wd deck �; cv 43.0' O _I bi \ ' c a SC t SFIEE 3 (FET TAC�CD 1 FOR Df�9L5 L.P. 3 m \ «� O O Z =, a E O J pole L P. 2 / W -I O° "- ; L / _jo - proposed wire backed silt fence co LU \ typical 4 sides during construction II WNtAGE INSI DEcnoNS ARE REQUIRE® ? z Contact TOS Engineering at 765-1560 beforez --Jj L I ri I T O F 4C 1 Backfill,OR Provide Engineer's Certificationp L that the drainage has been installed to Code: / FD j MON EIS®SloN18t1�INti ®10{.x! W / _ O o Shall include but not be limited to: ell maintained Constructer Entranee, Aw I if) Wire sacked Silt Fencing.stabilization& w \ 0 Seeding of exposed and/or inactive soils. m c� ° co � . a cD z z a°, E DRAINAGE CALCULATIONS O o , ROOF AREA 2,480 SQ FT. X 1.0 X 0 17 421 CU. FT. 3 DRIVEWAY AREA 2,075 SQ. FT. X 1.0 X 0.17 = 352 CU. FT. L.P.1 = 1/4 OF ROOF RUN OFF & DRIVEWAY RUN OFF = 2,695 SQ. FT, 2,695 SQ. FT. X 1.0 X 0.17 = 458 CU. FT PROPOSE 1 - 8' DIA. X 11' DEEP FD 464 CU. FT (g7. MON 1 RQi/AL of S L.P.2 = 1/4 OF' ROOF RUN OFF 105 CU. FT. e0lIIT TORMWA1E11 t4ANAGEMENT PROPOSE 1 — 6' DIA. X 5' DEEP = 111 CU FT. FD (70.5) 00 00', Date• •T aPter23 P"3 = 1/2 OF ROOF RUN OFF 210"5 CU.- FT. MON „ 1 App�v L � PROPOSE 1 —, 8' DIA. X 5' DEEP = 21,1 CU. FT. N 34 19'2 0 W 307 LOT NUMBER 8-OG- 201-f AnDM / T F_H-rPANCE J 7FENCH,DRwN ,THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS 9'-20(' ADDED SILT FENC E" OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED 6-9-2014 REVISED HOUSE LoC,AT'/dN;ADr) iD L.P 5 TEST HOLE BY McDONALD GEOSCIENCE 4-17-2014 THE OFFSETS (OR,DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE 0' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 14-60 FILE No. NASSAU POINT DARK BROWN LOAM OL INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALL$ POOLS, PATIOS, 1' PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR LORRAINE & WILLIAM B. CALLAS BROWN SILTY SAND,SM UNWWRIZED ALTERATION OR ADOWN TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 300 4' 72D9 OF THE NEW YORK STATE EDUCATION LAW. AMENDED MAP A OF NASSAU POINT PALE BROWN, FINE GUARANTEES INDICA70 HEREON SHALL,RUN ONLY TO THE PERSON FOR WHOM THE SITUATED AT NASSAU POINT SAND SP SURVEY,IS PREPARED!AND ON HIS BELW TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND IENDINO INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING w m moi. GUARANTEES ARE•NGT m4sFERABLE TO,ADDITIONALiNSTTMLONS TOWN OF SOUTHOLD, SUFFOLK COUNTY,N.Y. 17, OR SUBSEouENT OWNERS. NO WATER ENCOUNTERED COPIES OF THISBEA SURVEY MAP NOT RING THE LAND SURVEYOR'S INKED SEAL OR SCALE, 1" = 30' DATE 4-14-2014 EMBOSSED SEWSHALL,NGT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 156 DATE 8-16-1922 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-111-4-5 DISK 2014 LORRAINE & WILLIAM B. CALLAS NOTE- Location OT E- WELLS FARGO Location of water mains HAROLD F. TRANCHON JR. P.C. & adjoiners water supply ADVANTAGE TITLE LAND SURVEYOR by others and are not WESTCOR LAND TITLE INSURANCE COMPANY P.O. BOX 616 guaranteed. 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 LIC. No. 048992 631-929-4'695 HA OLD F. TRANCHON JR_ QENN. LIC. No. 2115—E LOT AREA = 28,503 SQ. FT 15-17 MgER 199 LOT NU (41.1) MON & D ' FD F - i�UNNEwE� 5' 41.$) 23 - (39= S 3 4�0"E MON Z 41.3) 00 p MON r<i 1 Z N m Co 0 '� Z ff )} 04 V N O J d' d 0) 34.0' n Do 8.0' 1so• N 24.8' ,ui FOUNDATION N MON N 15.0• 6.0' x 140 N N O - I W Ib 0 Z) 0) pole Z rn O N J COW Z clearing limit O FD MON W � O O O (O W (O co Z C/) Z H ' O J (g71)41 MON MON (70 5) p0.00, N 34 OT oUMBER 307 SNOW ON GROUND THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED 2-11-2015 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERIY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 14-60 FILE No. NASSAU POINT INTENDED TO GUIDE THE ERECTION OF FENCES, REDLINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. UNASURVEYED FOR LORRAINE & WILLIAM B. CALLAS 7209 OF THE ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF BECKON LOT NUMBER 300 7209 OF THE NEW YORK STATE EDUCATION TAW. AMENDED MAP A OF NASSAU POINT 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 NASSAU POINT AGENCY AND LENDFNG INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSI IUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSITTUTIO OR SUBSEQUENT OWNERS. OF SOUTHOLD, SUFFOLK COUNTY,N.Y. �-------- COPIES OF THIS SURVEY MAP NOT BEARING THE4;IA D R4R'&EESEJOR� 1" = 40' DATE 4-14-2014 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO D-TRUE COPY. Tjx MAP No. 156 DATE 8-16-1922 CERTIFIED ONLY T0: 11 LORRAINE & WILLIAM B. C FEB 18 2015AP No. (REF ONLY) 1000-111-4-5 DISK 2014 WELLS FARGO ADVANTAGE TITLE HAROLD F. TRANCHON JR. P.C. BLDG DEPT LAND SURVEYOR WESTCOR LAND TITLE INSU ANCE C0(�iRAI1FYSOUTHOLD P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, r NEW YORK, 11792 N. LIC. No. 048992 631-929-4695 LD F. TRANCHON JR. PENN. LIC. No. 2115—E LOT AREA = 28,503 SQ. FT. 15-17 15-21 T NUMBER 199 L O I g I MON 100-50,ND w 237 3ovE MON 354owater <z N` Z� 1 meter C 0 omMON O * drywell 0 Io 1p 42.5' O 0 � N F- i 31s g I o 31' 41' f O u 9 32.2' ^' 26' d- covered porch a) 34.0 ; a ;.� ' M ao s.o' 16.0' 15.2' N a 24.8' ZN UNDER 11 DWELL r MOON d O \ o e 15.0 13 $ �la 14.0' iv i6 0' e' D N encl. sFreen porch N wall 43.3' O 0.0'S drywell 11) Lu ® 6 o viOr 0 CO3 ° °u ALI co:0 o L ny E /"� buried ro �.„. drywell Q A, Al O pole �1 t nk P°ne Z '� �Z �_ � ���.., i� tS 0 LOW CS N m J > B � a°^ � ri C°3 jIV2CX 4M t I- < O �� � my L11 ®z �°� FD t'j m Q� MON 0 0 0 W 0 0 M 0 ` v L0 L0 01-1 co f1NV, zo w ® , x LNOVNOV z $ 205 R EIV •® LBl`DG DEPT �� MON QCT , � - - -- - -- -- - TOINIV OF SOUTHOLD T ��®gyp �s MDN �Q, SUFF.CO.HEALTH SM%gCES W 100 ACE OF WASTEWATER MGT. OFERECOORD.D.1CF ANY. NOT SHOWN ARE NOT E OF RIGHT OF WAYS AND ORGUAR NTEED.ENTS N 34 LOT ONUMBER 307 NOTE: CESSPOOL, SEPTIC TANK & WATER 10-7-2015 FINAL SURVEY SERVICE LOCATIONS BY OTHERS. 2-11-2015 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HMEON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SP8MRC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 14-60 FILE No. NASSAU POINT INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WA IA POOLS, PATIOS. PLANTING AREAS.AMMON TO BUILDINGS•OR'ANY OTHf;R CONSTRUCTION. SURVEYED FOR LORRAINE & WILLIAM B. CALLAS - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 300 7209 OF THE NEW YORI(STATE EDUCATION LAW. OUARANfIFfSS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE, AMENDED MAP A OF NASSAU POINT SURVEY IS PREPARED. AND ON HIS BEHALF TO THE ME COMPANY, WARNMENTAL SITUATED AT NASSAU POINT AGENCY AND LENDING INSTRUTION LISTED HEREDN.AND TO THE ASSIGNEES OF THE LENDING INSTTMION. GUARANTEES ARE NOT TRANSFERABLE TO ADDTTTONAL INSMU710NS OR SUBSEQUENT'OWNERS TOWN TOWN OF SOUTHOLD, SUFFOLK COUNTY N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INIAD SEAL.OR SCALE 1" — 40' DATE 4-14-2014 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. - FILED MAP No. 156 DATE 8-16-1922 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000—111—4-5 DISK 2014 LORRAINE & WILLIAM B. CALLAS WELLS FARGO HAROLD F. TRANCHON JR. P.-C. ADVANTAGE TITLE LAND SURVEYOR WESTCOR LAND TITLE INSURANCE COMPANY P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, if� NEW YORK, 11792 �AROLD F. TRANCHON JR. N.Y. LIC. No. 048992 631-929-4695 PENN. LIC. No. 2115—E CREScheck Software Version 4.5.0 �(J Compliance Certificate Project Galas residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 11% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Nassau Point Nick Zoumas Robert Higgins Southold, NY Almas Homes Robert Higgins Architect Rte 25a 50 Hidden Acres path Wading River, NY Wading River, NY 11792 631-208-3351 rarchibob@aol.com Compliance: 18.1%Better Than Code Maximum UA: 348 Your UA: 285 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. zing . Door UA Perimeter Ul-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,564 30.0 0.0 0.033 52 Wall 1:Wood Frame, 16" o.c. 1,629 21.0 0.0 0.057 78 Window 1:Wood Frame:Double Pane with Low-E 195 0.320 62 Door 1:Solid 42 0.400 17 Door 2: Glass 20 0.320 6 Wall 2:Wood Frame, 16"o.c. 255 13.0 0.0 0.082 21 Ceiling 1: Flat Ceiling or Scissor Truss 1,475 38.0 0.0 0.030 44 Ceiling 2: Cathedral Ceiling 144 30.0 0.0 0.034 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation onstruction Code requirements in REScheck Ve7!gnature,.-' .5 and to comply with the mandatory requirements listed in the RESchey�c nsption C ecklis l GName-Title Date Project Title: calas residence Report date: 03/27/14 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Calas\energy.rck Page 1 of 1 ,APPROVED AS NOTED DATE: B.P.# COIVtFL`' ti,A!_!_H ;ALL GORES OF NEW YORK STATE & TOWN CODES FE-: Y. AS REQUIRE MOTIF BUILDING DEPART ENT -AT - 765-1802 8AM TO 4PM FOR THE �Brniei� �� FOLLOWING INSPECTIONS: p 1. FOUNDATION - TWO REQUIRED —FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBINGe nr_r 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ®GCUPANCY OR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL YORK STATE. NOT- RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE OF OCCUPMCY . 00 NOT PROCEEDWITHi :LEC'14*1 AL ANG UNTIL.SU + €� � OF FOUNDATION LCAT x I err � .s z .' n R DRAi1NAGE INSPECTIONS ARE REQUIRE® �- Contact TOS Engineering i Oackfiil,OR Provide Era e 's5"1560 before mat the drainage has Wear's Certifie�A _t. been installed to . PLUMBER EERT%E,ONLE tCA, lQN 'CERTIFIC -TE' P N Y`"` PLUMBING _ ALL PLUMBING WASTE SO � ;'TT N &WATER LINES NEED $(Jf3,1�a ' TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. A 8 58'-0" Pre-Fab/ Factory Built Fireplaces 16'-0" 27'-0" 15'-0" 30, In accordance with NYS code chapter 10, factory-built fireplace inserts shall 8'-0" 4'-0" 2'-0" 5'-0" 2'-0" 14'-0" 8'-0" be UL listed and labeled and shall be installed in accordance with the 2'-611 2,-611 W conditions of the listing. Factory-Built 0 fireplaces shall be tested in accordance porch --------------------------- Z O with UL 127. Hearths shall be installed in screening 8'-611 ------------- ------- 9'-3" W }- accordance with the listing of the ------------------------- Fireplace ___________ ____________Fireplace & in accordance with NYS code section R1003.9 Hearths & Hearth extension. All Fireplace shall be equipped with an W z exterior air supply. Exterior air ducts IVw shall be UL listed. Factory Built Chimneys shall be in accordance with NYS code chapter o W J 18 (chimneys & vents). oo LU O WOOD FRAMED DECK C:) v = o W - O CV 9'-0"SOFFIT 2-88 - - - - - - - - - - - - _ W W LL 1 - N C7 O N 26'k '0 -111 �- 3452 - Transom N O BREAKFAST _ ' NOOK � � � � � � � � � 'N OJT STOM OWER= D OCY O q in Vaulted m (0 I � ^ PR E TEMP D _ ' Ceiling ' ' ' ' ' ' ' ' ' co 0— U �--- FETY GLASS 00 E ATSHOWERDOOR - LO S --------- in °O co LIL listed GAS DOWN LINEN o 0 0 C , „ N , „ Pre-Fab Fireplace, _ _ _ CLO -10/z 51-611 3-4 _____, glass doors and _ F- a Hearth extension 0 0_177 _ c7 LO o.g a) 1 I as per NYS Code Ch 2 c � _1 fan 2'-6" vent to exterior. 0 S'i. 3'- " 11'-1" LO z () L aC -0 ,2 C:) ® o o s c rn N �y' KITCHEN o - t�, fan ami o L = (a ,1 ! , , ! ® m � o a 9-0 CIg O 12-0 LIVING ' CE 1 11 I f 1 I � L .N Height Ceiling o 4ri �! 4 N -4 7-5/ o C N Oco C O Height ROOM P L " 1 �' c c) Oo s 1 11 12'-011 :[)own,, i !4, 1/1, •3,/o N � U .Q .L p •— a) Y 0 0 6'-8" 0 0 ? 2 _ ' o Stair m a m -c '- o Ceiling --- O 1 11 1 — ~ o C) N CO co S S 5-0 N b ? O � g � rn 3 Height »- co a) 00 4- rn _' . o 2'-4" M ' .� N �' L a)B ' " ' " PANTRY 8'-71/z' co 3'-011 4'-8" 3'-0" 7'-1011 11'-1" RB C '� � ._ .0 8 51/' 31/2' 31/2" 2'-6" 31/211 51/21 `� ��- Q= o m O a- -- -8'-0"HIGH-- �— _ — — — — — — OPENING _N WALK-IN BEDROOM #1 °A�:y � ' CLOSET _ �ti% Os BEDROOM #2 9'-0" CIg ticti N 0 91-0" CIg - Height � DINING FOYER Height c� ROOM BEDROOM #3 I . 91_0" CIg 9'-0" CIg 0 9'-0" CIg Height Height Height g �- !� 51/2'1 =0 I I =Z I I i�a I --- CD boo � o OVL2030 ! ! ,1 , „ C�1 �' U C:) - 13-11 4-8 = 10-6/2 _ 3'-1^ O 0 1 cri 51/2' 31/2" , I 31/2" 31/2" M ¢ CL L0Y 0 uj 3452 - ransom . - r n om �r nl U im N z Z N O = WW WOODU t� W � 0 00 10" HB&G Perma-cast^ CD iY 0 Column 0 0 N CV 4'-63/" 4'-63/" 2'-2" -- u-------- - -- 21.211 41_63/11 41_63/11 A .� 9'-011 32'-0" 9'-011 1 .� ; I vN, 4'-2" 3'-10" 6'-11/" 01 10'-103/" 10'-103/, 6'-11/" 3'-1011 4'-211 i , �.1 NOV 1 3 2015 , ,1 1 ,1 I � � o 161-011 341-01' 8'-0" I O 01 Oil -4 10K rn 1 ST FLOOR PLAN 00 A SCALE: 1/4" = 1'-0" ;���J 9 o � � � WINDOWS, FWH, FWG DOORS AS FOLLOWS; 8 �� F� y, Plans indicate ANDERSEN series 400 DH model numbers and shall be installed as per ,, manufacturers specifications for 120 MPH Zone. b transom are 12" High Fixed Glass. AREA SCHEDULE Provide HP LOW-E4 glass. O Smoke Detector NAME AREA Use the Plywood panels as detailed on co Carbon Monoxide Detector �'� ��vv� Drawing -1, OR use the 1st FLoor Area 1620 sq ft. O Refer to DWG-1 General Notes --N High Impact resistant glass in all windows and exterior doors with glass. i GENERAL NOTES GENERAL WALL BOARD NOTES Nailing Schedule for Lateral and Shear 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 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 Connection requirements CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN AND 5/8"CEMENT BOARD IN ALL WET AREAS. SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS, DECKS,AND LEDGES TO IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION TO STARTING ANY WORK, 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 THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL 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 AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL ALL HEAT PRODUCING EQUIPMENT. DESCRIPTION NUMBER OF NAIL SPACING COMMON NAILS ALL CONSTRUCTION SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,ALL LOCAL BUILDING AND ZONING REQUIREMENTS,ALL FEDERAL BUILDING GENERAL STAIR NOTE REQUIREMENTS AND THE 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERSEDE THE ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE ROOF FRAMING DRAWINGS AND SPECIFICATIONS AND SHALL BE INCORPORATED INTO THE DRAWINGS AND SPECIFICATIONS WHETHER OR NOT INDICATED, WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE. RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM. MAX.RISER-8" PERMIT.) MIN. TREAD 9"-W/0 NOSE) CEILING JOISTS TO TOP PLATE( )TOE NAILED 4-8D EACH JOIST MIN. NOSE-3/4" 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 MAX.NOSE-11/4" LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.NOSE RADIUS-9/16" CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP W CONTRACTOR. GENERAL HANDRAIL AND GUARD NOTES ( CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP V ALL CONSTRUCTION WITHIN THE 110 MPH AND 120 MPH THREE SECOND GUST WIND SPEED REGIONS(NASSAU AND SUFFOLK COUNTY)SHALL BE IN CONFORMITY WITH THE COLLAR TIES TO EACH RAFTER Z O AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2001 WOOD FRAME CONSTRUCTION MANUAL EDITION FOR ONE AND TWO FAMILY DWELLINGS. ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND (FACE NAILED) 4-8D EACH TIE PRESCRIPTIVE AND ENGINEERED METHODS.THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED OR NOT. 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 W OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END Q ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. 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 ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. RIM BOARD TO RAFTER(END NAILED) 2-160 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 GLAZING NOTES V J W RAFTERS TO RIDGE VALLEY OR HIP t � 1 Z JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. (TOE NAILED) 4-160 EACH RAFTER L.L.J ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START 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 RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTERh OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. 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 Q RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12. THE CONTRACTOR SHALL BE RESPON$IBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. L1.1 WALL FRAMING —J THE CONTRACTOR SHALL MATCH ALL EGENERAL EMERGENCY ESCAPE AND RESCUE NOTE EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICALS,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND W O DIMENSIONS UNLESS INDICATED OTHERWISE. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT \\ U ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS OF 8310 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.CLEAR OPENING SHALL BE NO MORE THAN 44"ABOVE FINISHED FLOOR,5.7 SQ.FT. MIN.CLEAR OPENING,24" / Z AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. MIN.CLEAR OPENING HEIGHT AND 20"MIN.CLEAR OPENING WIDTH,GRADE FLOOR OPENINGS SHALL HAVE A MIN.CLEAR OPENING OF 5.0 SQ.FT. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS INDICATED OTHERWISE,ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES STUD TO STUD(FACE NAILED) 2-160 24"ON CENTER W INDICATED OTHERWISE. HEADER TO HEADER ) O ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE (FACE NAILED 160 16"O.C. ALONG EDGES 0 "'�n ♦^ THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. VJ U) PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM GENERAL LIGHT,VENTILATION AND HEATING NOTES TOP AND BOTTOM PLATE TO STUD 2-16D(max.wall ht;10') EACH STUD W W THE WORK IN ACCORDANCE WITH THE:DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR LL ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht; 10'to 20') EACH STUD V J ry O PROVIDE LIGHT,VENTILATION AND HEAT A5 PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, THE ARCHITECT HAS NOT BEEN RETAIINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT O U) ARCHITECT AND USER OF THESE DOCUMENTS. PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE BOOK OF NEW YORK STATE. `/, ALL CONSTRUCTION INCLUDING ALL HA/AC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE BOOK OF NEW YORK STATE. DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET Q OF END JOISTS,FACE NAILED IN LAPPED AREA AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. 8-160 O � THE DESIGN OF ALL HVAC,PLUMBING"ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE CONTINUOUS HEADER TO STUD(TOE NAILED) 4-813 ^y < O SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE CONTINUOUS HEADER TO STUD RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. WALL SHEATHING ATTACHMENT REQUIREMENTS (TWO PIECES) 16d 16"o.c. along each edge ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. GENERAL EXCAVATION AND BACKFILLING NOTES: BASED ON TABLE A-3.11 OF THE 2001 EDITION BUILT UP CORNER STUDS 16d 24"ON CENTER BUILT UP GIRDERS AND BEAMS, EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH ROOF SHEATHING ATTACHMENT REQUIREMENTS Maximum Nail spacing for 8d common nails 2-INCH LUMBER LAYERS 16d ** STABLE MOISTURE CONTENT AND NoN-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN 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 BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION 3-second gust wind speed 120 MPH "NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER,THE 9 p @ AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE Maximum Nail spacing for 8d Deformed or 8d common nails END AND AT EACH SPLICE r^ c RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE v! G ARCHITECT. STRUCTURAL SHEATHING Stud At panel At intermediate NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE (SEE NOTE A) Spacing edges edges in field =J O WALLS,NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL 3 - second gust Wind Speed @ 120 (MPH) INTERIOR ZONE 16"o.c. 6" 12" FLOOR FRAMING Q N ��trrr CONCRETE WORK. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE, SHEATHING LOCATION Spacing At panel At intermediate 4-FOOT EDGE ZONE 16"o.c. 6" 611 JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST W LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. (SEE NOTE A) edges edges in field BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END Q f(f SHEAR WALLS 16"o.c. 3" 6" Z 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 INTERIOR ZONE 12"o.c. 6" 6" BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END ALL LOCAL BUILDING REQUIREMENTS. 16"O.C. 6" 6" rn NOTE A: BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK O V GENERAL CONCRETE NOTES: „ wall sheathing within 4-feet of the corners, the 4 foot perimeter PERIMETER EDGE ZONE 12 O.C. 6 6 g p LEDGER TO STRIP BEAM(FACE NAILED) 3-160 EACH JOIST v, ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. EXCEPT EXPOSED SLABS 16"o.c. 6" 6" edge zone attachment requirements shall be used.GARAGE SLABS AND CONCRETE STEP$/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL W JOIST ON LEDGER TO BEAM(END NAILED) 3-813 EACH JOIST 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 for exterior panel siding, galvanized 10d box nails may be substituted � W ..... CONCRETE VOLUME. Fasteners for asphalt shingles shall be galvanized Or stainless steel, for the common nails y BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST O 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, aluminum or copper roofing nails, minimum 12 gage shank wiith a U) Z C) ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. „ . BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT ALL FOOTINGS SAHLL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQAURE FOOT. minimum 3/8 Inch diameter head. the fasteners shall penetrate W ALL FOOTINGS SHALL BEA MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL To 2 HORZONTAL through the roof sheathting and comply with ASTM F 1667 24. Windows in buildings located in Wood-Borne debris regions (areas within- _1 _J O Z 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 hurricane prone regions within 1 mile of the coastal high water 01 Q O Shall be determined by a Soils Investigation, All asphalt shingles shall have self-seal strips or be interlocking, line were the basic wind speed is 110 miles per hour or greater NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL Q �/ V and comply with ASTM D 225 or ASTM D 3462 or 120 miles per hour as per figure R301.2(4)of the New York State SHEATHING NAILED 6” ON-CENTER AT PANEL EDGES. GENERAL GARAGE NOTES: Residential Building Code shall meet the requirements of the large W W _.. W For normal applications, asphalt shingles shall be secured to roof Missle test ASTM E 1996 and the ASTM E 1886 NUMBER OF NAIL SPACING = Z J U) 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 pp p g referenced therein. DESCRIPTION COMMON NAILS (.) W I OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF with not less than six fasteners per strip. (values are nominal design 3-second gust wind speed in miles per hour) U) Ur THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. A. EXCEPTION: DECK CONSTRUCTION GENERAL SMOKE AND CARBON MONOXIDE ALARM: NOTE A: For roof and wall sheathing within 4-feet of the perimeter Wood Structural panels with a minimum of thickness of 7/16 inch 3-1 OD THREADED NAILS OR edge of the roof, include on each side of the roof peak, and a maximum span of 8 feet shall be permitted for opening DECK RIM JOIST TO END JOIST 3 #10 x 3"WOOD SCREWS EACH JOIST 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 the 4-foot perimeter edge zone attachment requirements protection. Panels shall be precut to cover the glazed openings WOOD DECKING TO TOP OF RIM JOIST 10d THREADED NAILS @ 6"o.c. EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF p g q with attachment hardware provided in the table below. #10 WOOD SCREWS 6"o.c. EACH JOIST EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. Shall be used. Label all panels and store in a clean dry area of the house. POST TO BEAM 2-1/2"OR 5/8"DIA THRU-BOLTS/WASHERS AT EACH POST PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Attachments shall be provided in accordance with the table as follows: W GENERAL FRAMING NOTES: ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS,JOIST,RAFTERS,HEADERS,BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE DOUGLAS FIR 42 FLOOR SHEATHING ATTACHMENT REQUIREMENTS B. Fastener Schedule for wood plywood panels ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD N Z (NORTH)WITH E=1,600,000 PSI,FB=875 Shall be attached with a minimum of 8d common nails TABLE 1609.1.4 SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. Q ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. spaced at a minimum of 6-inches on center on = panel edges and 12-inches on center in panel field. ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED U W LU LLi ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN Fastener Panel Span Panel Span Panel Span OR STAINLESS STEEL. > Q STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE Type Less than or less than or less than or Q W MANUFACTURE. equal to 4 feet equal to 6 feet equal to 8' ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH u ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316, PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE.INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. 2-1/2"#6 wood 1s inches 12 inches 9 inches CEILING SHEATHING ATTACHMENT REQUIREMENTS DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. Screw or 10d on center on center on center Nails PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. 5d cooler nails spaced 7" on edge and 10" in field PROVIDE SOLID BLOCKING To FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. 2-1/2"#8 Wood 16 inches 16 inches 12 inches Z PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. Screws on center on center on center CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 1/2" structural plywood This table is based on a maximum wind speed f height. gust) SUBJECT TO DAMAGE FROM .... SIZE AND USE UNLESS NOTED OTHERWISE. Panel Attached t0 of a 130 miles per hour and a 33 foot mean roof height. GROUND WIND SIESMIC FROST ICE SHIELD SNOW SPEED DESIGN LINE UNDERLAYMENT FLOOD REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE INCONFORMITY WITH THE Frame in accordance Fasteners shall be installed at opposing ends of the wood LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE REQUIRED HAZARD U) AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. with Table R301.2.1.2 structural panels. MODERATE W C14 20 LBS 120 B SEVERE " TO HEAVY ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. Residential code of 3-O YES NO ' ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. — NYS Where screws are attached to masonry or stucco,they shall v @ r' be attached utilizing vibration resistant anchors having s TABLE R301.2(1)Residential Code of NEW YORK STATE W } FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO � � � Z BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. minimum ultimate withdraw capacity of 490 pounds. ALL ENGINEERED LUMBER AND FLITCHI PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS, WINDOW UNIT DESIGN LOAD INFORMATION � = Q > M ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS A. Ground Snow Load: 20 psf W m W �I ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. B. Rooms other than sleeping: LL = 40psf, DL = 10psf U 0)o C. Sleeping Rooms: LL = 30psf, DL = 10psf ('� = -0 N NO STRUCTURAL FRAMING MEMBERS$HALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf . <ALL EXTERIOR LUMBER Shall be ACQ requiring the following: �:� s.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf -1 OR STAINLESS STEEL. F. Decks & Exterior Balconies: LL = 60psf, DL = 10psf b.) Use Copper flashing Only against ACQ Lumber Sill Plates G. Guardrails and Handrails: LL = 200psf c,) All Structural connectors i.e.simpson strong-Tie or USP,etc H. Guardrail balusters and panel fillers: LL = 50psf shall be d.)ACQ Above tGropund(.25),aACQ Grounainless Stee.d Contact(I40) PLYWOOD STORM PANEL "SHUTTER" DETAIL 1. Attic without Storage: LL= 10psf, DL = GENERAL FLASHING AND CAULKING NOTES: � J. Attic with storage: LL = 20psf, DL = 10psf psf � NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) K. Stairs; 40psf 0 9010 yoQ' PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS NE�d OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS Refer to NYS code R301.5 for all Live Load foot notes AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS. i; I I' i' { H2A Stud To Rafter Connector See Details on Drawing G- `~ Simpson A23 Angle WINDOW HDR eeach side of Header w/4-16D nails each end N Fi r Typical Metal Simpson A23 Angle 8-I0d x 1-1/2" nails to rafter Strapping at each side of window sill a Openings 8-I0d x 1-1/2" nails to plates Simpson A23 Angle ° 0ryU each side of window sill z O W >- Minimum number of Jack Studs as per WFCM table 3.22F. W Full Height stud requirements for Uj Z headers and window sills as per WFCM table 3.23.0 and 3.23.D Uj Holdowns in accordance with SIMPSON -HCP4- HIP CORNER HIP TO RIDGE CONNECTOR _..J WFCM manual. Provide at all PLATE CONNECTOR NTS SIMPSON HRC22 NTS < U O Building corners, Between window and dNailing as per openings greater than 6 feet. > Z er schedule, WFCM and � W � shear wall detail on G-3 cel Cf) C/) SIII Strapping See details on RIM JOIST Drawing G-2 O U) Z 1 141 CL Q - O .� S W <C O CL U I- TYPCIAL ELEVATION TYP CONC.FND.WAL WALL TO HEADER STRAPPING TYPICAL CORNER CONSTRUCTION ALTERNATE SEE DETAIL ABOVE LOCATION OWN E c o1 t3 0 TYP.HOEDOWN � � � o �a TYP.ANCHOR BOLT CORNER STUD ENDWALL RIDGE STRAPPING J CONNECTED TO • ` 1 1!4"x 24", 20 GAGE STRAP, GALVANIZED TRANSFER SHEAR CORNER STUD o � c ami 5 m WITH 5 8d COMMON NAILS IN EACH END. Z HOLDDOWN CONNECTED TO U .o .� c r o a� in - r in tT.o TRANSFER SHEAR m O NOTE(RIDGE STRAPS ARE NOT REQUIRED o1_`i (D O° 95 IN(3)2x CORNER STUDS • a-. ;� Q- v c o WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 o — 2-16d COMMON m L ARE LOCATED IN THE UPPER THIRD OF THE ATTIC F- e.O ? 3— 51MPSON HDU 2 �O 4 cnO N •S pSEE FOUNDATION PLAN • NAILS 6 O.C. L CDU +' ZSPACE AND ATTACHED WITH 4-8d COMMON NAILS W I FOR MODEL NO. E (Dc `� U) IN EACH END OM cn 12" MAX (D Co cc � E o ccv ZX STUDS @ 16"O.C. �• C a-• �i Z_ I- 2X6 MCA SILL I I— (2 a U Cz O a' ZGROUND CONTACT Z o Corner Stud Holddown detail - 4 studs o SIMILAR @ 1 ST AND 2ND FLOOR (5)8d L4 z 3 PLAN - AT CORNER HOLDOWN p oy (5)8d _ SIMILAR @ 1ST AND 2ND FLOOR NO SCALE (5)8d o o x M N Z H o (5) 8d SIMPSON H2A HURRICANE v TYPICAL CORNER TIE CONNECTOR @ 16" O.C., CONSTRUCTION EACH ROOF RAFTER TO (5)8d (5)8d TOP PLATE AND STUD (3) 2X STUDS W/SIMPSON 1-1l4"X 20 GA. GALV. STRAP WITH (5)8d HDQ$-SDS2.5 HOLDDOWN o NOTE: PROVIDE CONTINUOUS GALV. COMMON NAILS IN EACH END STRAPS AT 16"O.C. (EACH STUD). NAILED AS PER MFG'SILI p LOAD PATH FROM ROOF ASSEMBLY SPECIFICATIONS. TO FOUNDATION. ALL CONNECTORS c O O SHALL BE BY SIMPSON STRONG TIE 2 WALL TO WALL CONNECTION 1-1/4„ X 20 GAGE GALV. OR APPROVED EQUAL. STRAP @ EA. 2X STUD N NO SCALE 16” O.C. (MAX) W/(5) U w (5)8d 8d GALV COMMON NAILS N @ EA. END > u.l U 1 ROOF TO WALL CONNECTION z APPROVED o STRAPS FOR ACQ (NO CEILING ATTACHED TO TOP PLATE; ROOF SPAN < 20'-0" NO SCALE N AND CONCRETE IF iGREATER THAN 20'-0", USE (2)SIMPSON H2A CONNECTORS oz @EACH RAFTER). U 5/8" THREADED ROD z a = SIMPSON CNW NOTE: ALIL SIMPSON CONNECTOR AND STEEL STRAPS o Z_ COUPLER NUT _ N Z SHIALL BE G185 AS PER ASTM A 653, GALVANIZED SINGLE OR DOUBLE OR HOT HOT DIPPED GALVANIZED AS PER ASTM A123. � 2X6 TREATED SILL " I I 0)0 „ II ti ALL STRAPS SHALL BE SIMPSON OR EQUAL. 1 j „ II (5)8d TYP. ACNHOR BOLT W NOTE: 5/8°X12" AB @ 32" O.C. ; I (,� cn Z PROVIDE CONTINUOUS LOAD PATH FROM ROOF ASSEMBLY MIN. 7" EMBEDMENT WITH TO FOUNDATION. ALL CONNECTIONS SHALL HAVE SIMPSON 3" X 3" SQAURE WASHERS. W LO I I STRONG TIE CONNECTORS OR APPROVED EQUAL. STEEL HOLE 12" OFF CORNERS AND I r- STRAPS SHALL CONFORM WITH ASTM A653 GRADE 33, �� I I ~ C '� M EXCEPT WHEN IN CONTACT WITH CONCRETE, STAINLESS STEEL (5) 8d HOLD 4 -12 OFF EACH END _ STRAPS SHALL BE USED. ANCHOR BOLTS: OF SECH SILL PLATE SPLICE. 'JJ Z3 >�o ALL FRAMING AND SHEATHING NAILS SHALL BE HOT DIPPED REFER TO UPLIFT STRAPPING CONNECTIONS ca LF GALVANIZED GALVANIZED (U.O.N.). ASTM A153 FOUNDATION PLAN 1-44"X 20 GAGE AT ALL BEARING WALLS. _ o r. STRAP WITH (5) 8d NAILS < LOO G 185 GALVANIZED AS SIMPSON "SB5/8 X 24" D ARRC, � O NOTE: PROVIDE CDX PLYWOOD SHEATHING PER ASTM A653 OR EQUAL 5/8 ANCHOR BOLT ELEVATION ACROSS 2ND FLOOR BOX. INSTALL PLYWOOD MIN EMBED 18 HORIZONTALLY WITH JOINT 12" BELOW 1ST FLOOR INSTALL AS PER WALL PLATES. EXTEND 4'-0" SHEET ACROSS BOX (2)2x6 MCA SIMPSON SPECIFICATIONS AND BOTTOM OF 2ND FLOOR WALL STUDS. GROUND CONTACT PROVIDE TWO ROWS OF 8d GALVANIZED NAILS ACROSS TOP OF 1ST�FLOOR WALL PLATE AND 4 WALL TO FOUNDATION CONNECTION 5 SHEAR WALL HOLDDOWN A 0190 ° 2ND FLOOR SILL AT 4 TO CONNECT WALL FRAMING ACROSS BOX BEAM. SCALE: NTS SCALE: NTS 1 �' I I i PLYWOOD SUBFLOOR SEE PLAN FOR SIZE .-----.SEAL ALL PENETRATIONS THROUGH PAN CAULK/SEALANT BETWEEN FRAME AND 4" VENT THRU I I 4" VENT THRU FLASHING ROOF ROOF SLIDING GLASS DOOR(TYP.) SILL OR PAN FLASHING I I COUNTER-FLASHES DECK FLASHING I i AND/OR WEATHER RESISTIVE BARRIER I PROTECTING WALL BELOW I ..I 3„ I 2 I W _ I TYP. DECK NAILER U ^ ' + • `'""• ----- - ---_- I 2x approved treated nailer. ENDWALL —J� Z ' I Copper flashing. W �– i lag bolt to Ledger with 1/2"x 4-1/2" Q ;3" I bolts At 16"on center staggered. with 2-at each ends. STALL WC LAV LAV ; Sink DW WM TUB/ WC LAV ; Teco each joist. All hangers and U) W SHOWER « ':' ' bolts must be HOT Dipped W z SHOWER I i ' '•• ' Galvanized or stainless steel BLOCKINGry I TYPICAL Q 11-1/2" I AT 48" o.c. UJ FIRST FLOOR 1-1/2 i 1-1l2" i Q W O " LEDGER DETAIL (a, EXTERIOR DECK > 2" 2" 3.. i 2" 3., i 2 � W i 3" o- Q O CO ` 3" �� •� 4" FAI _nU� W CO CO COMPOSITE OR LI..I W LL CO 411 PRESSURE TREATED (f) W O CONNECT TO A NEW CIHT WOOD DECKING O (f) Z PLUMBING RISER DIAGRAM SUFFOLK COUNTY DEPT. floor and ceiling JOISTS D_ < OF HEALTH APPROVED or TJI'S o - J 3: Not to Scale SANITARY SYSTEM. ENDWALL V 0 2 x 8 DECK, JOISTS 2x8 RIM JOIST SIMPSON H2.5 AT EACH JOIST a� Structural exterior 2-2X10 P.T. GIRDER E Flashing sheathing 'KING at 48" on center c o cw SIMPSON AB44 POST BASE — o m au CL P. CONC DECK FOOTING SECTION A - A -0 '� o N ,r c Ccu rn 0 .� c aS.Q Trus Joist END WALL BLOCKING DETAIL v mng . �2 in oSee fastener rim board .ooNtable below. Maintain Z a� 150a � ca Eocc 2 distance (minimum) from edge of ledger to fastener. ,c •-• ,c U -a L =3Treated 2x P m a w o U ledger DECK TO GIRDER TO CONC STRAPPING Load bearing or shear wall above (must NTS stack over wall below) 2"x4" CONTINUOUS LATERAL BRACE AT 6'o.c. Fastener ON CENTER SPACING Blocking panel TRUSS OR CEILING JOIST ' 1" a-Rim � 2x4 minimum GABLE END TRUSS 2-10d NAILS squash blocks 12" o.c. use LVL or Rim Joist .` 1/2" lag SCREW STAGGERED 1/8" ABU ° 10-8d NAIL & Anchor °. Allowable load determined in accordance with AC 124. G Bolt to Corrosion-resistant fasteners required for wet-service applications. Web stiffeners °e C O ~ SIDECOVER �., Z required each side 2"MINIMUM . f� � 5d COOLER NAILS AT 10" o.c. ,� N EXTERIOR DECK ATTACHMENT 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS U cr) NTS SQUASH BLOCKING AT POST TO HEADER (CONNECTOR GYPSUM BOARD d t> .4 INTERMEDIATE BEARING DECK POST TO CONC. PIER CONNECTOR ° pr SIMPSON BSC 5d COOLER NAILS AT 7" o.c. WALL NTS SIMPSON ABU Installed in accordance with Simpson Specifications 20 GAGE STRAP 8" diameter maximum hole for 10-8d NAILS Z 11-7/8" - 16" deep blocking panels; 6" diameter maximum for Plate nail - 16d 31/2" box END WALL STUDS blocking panels 9-1/2" deep or ( )" * N 6'-0" length of TJI shorter than 12" long. at 16on-center _ rn joist reinforcement and (Do not cut flanges.) Toe nail - 10d (3") box at filler block. Use 4'-0" 6" on-center* Trus Joist rim board or CEILING BRACE aC� END WALL W r- length with 9-1/2" and blocking for lateral �--- 0- >_ 11-7/8" TJI joists. 1" or 1-1/4" support Blocking NTS Z Trus Joist rim Trus Joist ,►panel V N board rim board* LVL member Attach reinforcement to t"' -- Fe. M joist web with 3 rows W M 1,Od (3") common nails at Floor panel nail - Refer Q® V - N m 6 on-center, clinched. p Use 2 rows with 9-1/2" to Nailing Schedule on o C and 11-7/8" Remove tongue and groove from drawing - 1 G( Lo 3: C TJI joists. floor panel edges supported by 1" O e-Rim®to ensure quality nailing. END BEARING PANELS FLOOR JOIST CANTILEVERBEARING END WALL WITH BLOCKING NTS WITH RIM BOARD BEARING AT WALL NTS NTS NTS * i STANDARD TJI DETAILS Tq orsoio OQ NYS F N_ I i A 8 SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING 43'-0" R406.1 Concrete and masonry foundation dampproofing. Except where required by Section R406.2 to be waterproofed, 2'-0" 6'-211 2'-0" 6'-2" 2'-011 6'-4" 2'-0" 6'-2" 2'-011 6'-2" 2'-0" foundation walls that retain earth and enclose interior spaces and floors below grade shall be dampproofed from the top of the footing to the finished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm) portland cement parging applied to the exterior of the wall. The parging shall be dampproofed in accordance with one of the following: LLQ 1. Bituminous coating. ry 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. Z O 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. W �•- 4. Any material permitted for waterproofing in Section R406.2. 5. Other approved methods or materials. Exception: Parging of unit masonry walls is not required where ' - I- ___ A 8 58'-0" Pre-Fab/ Factory Built Fireplaces 16'-0" 27'4" 15'-0" 20, In accordance with NYS code chapter 10, factory-built fireplace inserts shall 8'-0" 4'-0" 2'-0" 5'-0" 2'-0"jw 14'-0" 8'-0" 40, be UL listed and labeled and shall be installed in accordance with the 2'-6" 2' 6" W conditions of the listing. Factory-Built - 2.1 V fireplaces shall be tested in accordance ------------ ------------ z O with UL 127. Hearths shall be installed in 8'-6" -------------- "-------- 9'-3" accordance with the listing of the W Fireplace & in accordance with NYS code section R1003.9 Hearths & Hearth extension. W All Fireplace shall be equipped with an exterior air supply. Exterior air ducts .. - - . . 1 ............ zw shall be UL listed. Factory Built Chimneys shall be in accordance with NYS code chapter o J 18 (chimneys & vents). co �— W FRAMED O QEQK CD O 0 0 1 ransom 9'-0"SOFFIT w 1 - a r n � L�.. N 26'-1" _._.,.� 3452 - Transom N � O U) O z ; BREAKFAST _ � Q p W NOOK STOM OWER= �n Vaulted r`, o _ O PR E TEMP D d _ ' Ceiling ' ' ' ch ^ �. FETY GLASS 00 E AT SHOWER DOOR S 0 00 co LIL listed GA 5 LINEN DOWN , „ CV , „ Pre-Fab Fireplace, CLO (� ° 5-611 3 -4 � -----. glass doors and F— " Hearth extension cn ' , „ as per NYS Code ° ° O M 2� N fan 2-6 vent to exterior. S'i 3' " 11'-1" .1 z w E N ----- Q C t7� ® ��` KITCHEN ° ° -'��i fan C o C c C `C C 12'-0" O i i r 1 i ® .a Q. o 91.011 Clg LIVING s ' Height O HeiCeight ROOM P t4'" ' N '-4" T-5+/Z" o c o o ` o, g 12'-0.. own', 3'/z' 3+/z" N cr � " ° Z o E a� o -1 0 6-8 0 0 Ceiling Stair s O o ` a c.c 3 5 5'_0.. 1 V1 0 -cps N , o Height t co s O N M Z 0 2'-4 - o cn N B t0 C O 'O +L.+ C N +r B CD 6'-8" 11'-4" PANTRY 8'-71/2' 3'-0" 4'-8" 3'-0" 7'-10" 11'-1" N C o 8 5'/s' 3'/s" 3,� — — — — — — — — — — — — 2'-6" 3,/ 5'/z" 8 F- a 5 coi o Cr 8'-0"HIGH I OPENING B ^' WALK-IN BEDROOM #1 °%,/" s BEDROOM #2 CLOSET � 9'-0" Clg � ti O04 0 9'-0" Clg T_ Height DINING FOYER Height Cl) ROOM ; ; BEDROOM #3 9'-0" Clg 9'-0" Clg h-7 0 9'-0" Clg Height Height o Height ' 1' 5 2 =c� O Z =W C0 ao O OVL2030 ' ' �' o - 13'-11" ' ' 4'-8" 10'-61/2' _ `� T-1" C ch 51/" 31/2" i i 31/2' �j 31/2" _c+) 0 r �r W 0 N z N WOOD 0 z U w Q w 10" HB&G o0 0 > Q Perma-cast o U ......... . Column C) r - 0 N _ 4'-63/4' 4'-63/" 2'-2" -- --------------------- 'L-------- -- 121-211 4'_63/" 4'_63/" A 01 61/" - -- --- -- z 6+ " 9'-0" 32'-0" 9'-0" rn 4'-2" 3'-10" 6'-11/" 10'-103/4' 10'-10/ - - �] 3 , 6' 1+/u 3' 10„ 4'-G" 16'-0" 34'-0" g'-0" Ile 58'-0" F■_� d k o 1 ST FLOOR PLAN C WINDOWS, FWH, FWG DOORS AS FOLLOWS; 8 SCALE: 1/4" = V-0" o Plans indicate ANDERSEN series 400 DH U model numbers and shall be installed as per ►D AR�,a manufacturers specifications for 120 MPH Zone. transom are 12" High Fixed Glass. c�,v o® �0 Provide HP LOW-E4 glass. AREA SCHEDULE S Q -� O Smoke Detector - Use the Plywood panels as detailed on NAME AREA co Carbon Monoxide Detector Drawing -1, OR use the 1st Floor Area 1620 sq ft. O Refer to DWG-1 General Notes High Impact resistant glass in all windows sT orsg�o Q�f and exterior doors with glass. 9TF 0A0 J W LINE OF FASCIA TYP. i � — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - O ------------------------- 0 u _ — _ — _ — _ — _ W 1111 1111 . / 1 I W Z 2-2x10 111 1111 1 2-2x 10 1111 1111 ' U 1111 1111 1111 1111 I I \` 0 / I 1 w IIIc IIII II11 IIII I I \`\�� W ADJUST OVERHANGS 1111 1111 �C9 p I F— W TO ALIGN DIFERENT I o \ 'S/,o 'o •Z• - o I Q ROOF PITCHES I N \ c 2�/- N I I > U = ; ;;; I z NI ~ DJUST OVERHANGS CLW 1111 I ,-- -1♦ 1-111, I \ U ' '11 I : 1'11 co / I TO ALIGN DIFERENT CL L] O rm- //I, . X1 ROOF PITCHES0 1111 - —1111 co r-- __-- -- __________________________ __ -_-_---y 1111 I 72;2x10 I A , 1- . - - - - 1111 1 222� 1111 " - •- --------- -- - ' 1 I I I " ------ I I 2x10 W� I � Y� 1111 I I 1111 LL III + I , I + ___ ______ '� -L 1 2-2x1 Q ' 2-2x10 J- /, O Q _ _ - -- ________ ______ 0 BREAKFAST I 1 I U) ------------------ --- -,-- --------------- ,� , ------------ -- -- -ISI I I ----------------------- -+ •- - -----------+ �-ri 1 �-------------- -------'-`.'---- ---- 1 I ST 1 1 ,1 1 I I ,L IL I NOOK 1 I D I 2x8 Rafters CED16"oc I 2x8 Rafters 2-2x10 16"oc -� O J i `I ♦ A 1' I 1 1 11 , , , 1 I 1 1 I I 1 1 j1 \�� ♦ o V , I ' Ir y O 91-01, c), 11 I \'Sio - t- - (Height ,2x8 Ceiling Loist16"oc Bearing I Q' V 1 1 •____• --------- , u r. 1(�'SI ' ♦ SETAT 12-0 AFF ' g , I 1 11 ollar tie 16 oc I I .Fr I ----------------- ; ; I `♦ I2-2x10 'o/d/�o a�) /' o o - a) I _ 1 • N I E I L 1 ----------------- 11 I ° 00 U V KITCHEN o o/ --r O� He�ghtl'g N I c o C to -� o .- 11 ( J \ \ X 11 I 1 Q) =+ L C N '�. 1 -00 1 I �� 1 O v O -- '-------------------+ X N 1 ♦ ♦ � \� 1 / \ Ta `r , Q. -' N I �/ 1 21011 r-I , �j CD W , L V �,�, U . cn 1 �; I 2x8 Rafter 16 oc cn O g ; o v, :R a- 11 ♦ CI Ht 1 m 1 I 1 C C U Q _-=__=-- --- --- I 2x8 Ceilin Joi t 16"oc \` �' 2x12 % \ I ,/ LIVING W ;i /_ I = o CL a) U c ` 1 I 1 I I I 1 11 0 u_ R O ' ROOM y- > I ++ -C C p ' `\I�' 1 2'0" X / I y(D w ? o ..� v, o ,� •►•_ ©_____-t i I BEDR00 #1 � ) 1 CIgHt �° ' o� I m 4- -------- c v m , 1 I I 1 I I , 1 11 L O 'p 2 C U �-. g °izzo� \ I N ,2x8 Ceiling Joist (d 16"oc m c �, - II fight T, �O/ ` 1 'N_J I s '""" = U O -p 0 1 I I 1 1 , , 1 1 ��_=====I=====___ ----_---------------------------------- ------- �' ' '; 171\ `- 1 /�t�� 02 2-_2x1_0 3-2x10 FLUSH ' �- H � a coy co o Cr , CD 2x8 Rafters as 16 oc 8 o ;.�#' �, 2x12 Ridge . 3-2x10 FLUSH11:' CLOSET o ' • -� I ' 1 @� I 2x8 R fters 16"oc - —'r'�c— - - - - - ' I Hei ht a / 'o u \ HIP T RIDGE CONNECTOR g Q/ •/ \% OF SIMPS N HRC22 I 1 ' 1 \ (CAL BEDROOM #2 , /�/ ------- ' 1 I ' 1 1 1 N ______, �,'�% °X° �' / � �` X BEDROOM #3 \ 9'-0" Clg ' ; ----• X DINING o N , of N�♦ 9'-0" CI g r? Height I / ,�j 1 , 1 I I 1 I N 1 / ROOM !'ty ' o \ 1 1 1 1 1 , I I I I I I 'IY• ; 1 L,,2-2xl POSTCV Height---- ---- ---- --------- -----� 10 2-2x10 LVL ,�O / 9'-0" Clg .oN' / 2-2x10 -- --=1_ �. ___. _1 - ----- --- ---_ --_ _ ___? i `__ ll!!a' , \+- + Height v °' .�-i/♦ /1 /a♦ O Y� O 1111 1 I 1 I 1 IIII — ' ' X IIII � I 1 1 1111 t / • N 7XC ' IIII + I 1 1 I ' 1111 • ` _, .-- ' �" I 2-2x10 / / 2- x 0 Of \ \ 2-2x10 tIM-. I I 1 I ' 1111 ----------- ---------- ---------- ------ ---------- ------- J - - ---- ------------ -------- - nn Int I - 1111 (III r o 1 W 1111 1111 I / /' �`\ I— ♦ 00 Ilfl 1111 r nn nn nn nn X O�L�♦♦ ' ` 1111 1111 I o ' W 1VEE WALL �' ` ,\ \ ♦ O I I 1111 1111 1 1 X / ' �' ABOVE SEE r ,,X' ( N /Wpm Q 1111 1111 I nl , �/ }+ ,/ ' SECTION ' `\�+ \♦ \♦ `! 1 U �J 1111 1111 lc` N I 1 a IIII ",., 1111 1111 1111 1111 / .f'� / cn L ♦ O \ o / - 2x8 Rafthrs 0 16"oc o \'Sio \ I < w� v 1111 111 m, 1111 y.+ \ 1111 , I 1111 ' -7 7 `~ \� ♦ '^ nn nn nn nn 1 I / + ��' FALSE GABLE �♦to ♦ vJ C FRAME OVE PORCH ROOF �y� / O \ \ rlll , 1111 , ; 1111 , 111 I 1 / ' . / W �C\ _ ____________________milli 111 I __ ________________=====F- 2-2x10 w' a� 2x4 Colla tie @ 16" oc 2-2x10 \ 11 1111TI 1111 1111 , ' �. ,/ I ♦ 1,►'/�/'�,1 I I-_1 I--i •--+ •--+ -1111 / \ ' `y IIl _==__'______________________________________________________ y N / 2-2x10 \ — — — — — — — — ---------- - - - - _ - ------------------------------- - — - — - — - — - - — - — — - — - - 2-2x10 _ ------------------- -------------------- _ _ __ _ _ - - — — — — — � I _ — — — — — — — — — — — — --- -- - --- ---- - SIMPSON-HCP4- HIP CORNER w PLATE CONNECTOR TYPICAL }� W �u, o A u ct ROOF PLAN � U o SCALE: 1/4" = 1'-0" ROOF FRAMING / CEILING FRAMING PLAN _ ,Gp SCALE: 1/4" = 1'-0" 5 c AZ Q� Tq 019010 F 0F PS�'� 12 - , 10 12 10 I 12 I 10 Y I W U ANDERSEN AFCP3035 z O TOP OF PORCH HEADER TOP OF PLATE V) W — - - — TOP OF PLATE W Z 1-3 IEEE] ~ WO - i o LLEH] � U o z = 0� W CL 0 0 Ld ocn (n TOP OF SLJ$Fj, __ W W EH TOP OF SIiB — «1 A/ LL TOP OF FOUND TION V J LL O . .. .. . TOP OF Fal! N— O 'n < 0 I I I I I II �-- I I I I I I I I I I I I I 00 _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FOUND ION TOP OF FOUN N — ._l. — — 1— I I— — —1 1 — I L — —I — — — I— — I — — — — — — — ' — ' — — I I — — — — — — — — — — — — — — — — — — — — — — — — — I] CI — —i — '] c O c (A `C o ._, c ca m a� o a REAR ELEVATION0m C LEFT ELEVATION � , U C U = � � 21 zo •= a)-x SCALE: 1/4.IV-011 SCALE: 114" = 1 '-0" ,4- _ E a n a� n a� cocu — aEocm r — I I 12 12 i 12 10 10 I 10 I I I L o ANDERSEN AFCP3045 0 ~O N z TOP OF PLATE N W -- - - - -- - -- (n W . . . E== � 0 0 TOP OF SUBFLO R _ TOP OF FOUNDATION _+I I I I O I I I ® ® I I q I I I I I I I I I I I I I I I o kn I I I ® ® I I o0 I I I I I I I I I I I I I I I co _ I_ _ I ® ® I - - I TOP OF FOUND AT ON- 1 - - - - [ _ _ _ ] E.�.�.._ _,.�H _ .� .W. —. ., .s ,.., u - a ._. �� ,... w C _ _ ] [ — — — — — — — 1 — —I — — — I — —`I — —I E — — — — — — i — — — I — — — — 1— — — I O t I - - — — — — — — - - - - - - - - - - - - - - - - - t - - _ _ FRONT ELEVATION [ - - - - - - - - - - - - - - - - - - - - - - - - - ] SCALE: 1 /4" = 1 ._0.. - I e RIGHT ELEVATION I 01901 y0� SCALE. 1 /4" = 1 -0n j SOF NE`" Ice and Water Shield consisting of Continuous Ridge Vent 2-layers of underlayment cemented together or of a self-adhering idge board TYPICAL ROOF CONSTRUCTION bitumen sheet, Architectural Class A Asphalt Roof Shingles w/ polymer modified b shall extend from the eave's edge fasteners per code and manufactueres specs to a point at least 24 inches inside 12 for 120 wind locations. the EXTERIOR wall line of the Building. 12 Ice & Water barrier as per NYS code 10 10 section R905. Underlayment conforming to ASTM D 226, Type 1 Continuous Ridge Vent �R-38c (Note: Double underlayment is required Continuous Ridge Vent Batt for Roof slopes between 2 on 12 and 4 on 12) insulation Framing As per plans with 1/2" exterior grade, span rated structural plywood Sheathing, 2x4 CT @ 16" oc Nail to framing in accordance Wwith the fastener schedule and uplift V Strapping detail sheet(s). O R-13 Batt TYPICAL SOFFIT CONSTRUCTION. L? }- Insulation 12" overhangs Min. Adust as necessary KNEE WALL for Roof Pitch variations iiz"PLYWD SHTG 5/4 x 8" fascia & 5/4 x 8" rake boards. Cn UJ } NNNA, Wood Trimmed in aluminum or use "azek" or equal W Z LO metal drip edge, solid trim TOP OF PORCH HEADER �.. Fully Vented Vinyl SoffitsW 0 TOP OF PLATEJ TYPICAL EXTERIOR WALL '"' W0 2 x 6 Doug-Fir Wood Studs @ 16" on center. Q U = R-21 Batt _ Double top Plate and Single Sole Plate. > Z F— insulation o 4" Azek Wrap Header in 1/2" exterior Grade - Span Rated W beadboard Azek trim bd Continuous Structural plywood Sheathing. /� cV LCL- Q r porch soffit _ Fastened per Fastener schedule drawing. _ O Tyvec House Wrap or equal. (,] (f) (n 0 o FOYER R-21 Bat o Vertical Board and Batten Siding on 3/8 thick (IJ W LL ROOM insulatio P.T. Furring Strips. All fasteneres shall be stainless C/) steel. Uplift Strapping installed in accordance with O WFCM 2001 manual and drawings. 0.. Cn Z TOP OF SUBFLQ.QR _ — TREX DECKING TREX DECKING _ _ TYPICAL FLOOR CONSTRUCTION _J +I n n n n O TOP OF FOUNDATION _ �- 3/4 Plywood Span Rated Subfloor, W V O Glued and Nailed in �. accordance with the fastener schedule. ° °• ' ' ' ' Floor joists and Bridging as per NYS Code. I I I I R-30 Batt TJI FLOOR I I I I I I I I insulation JOISTS I I I I Q TYPICAL FOUNDATION CONSTRUCTION -� -1I I I I 8 3000 psi Air Entrained Poured concrete I I I I BASEMENT wall on 16" x 8" Poured Concrete Wall Footing. Exterior- Damproofing. 2- 2x6 approved a o I I I I I I I I treated Sill Plates, Sill Seal And Termite Shield. �- I I II Anchor bolts per Foundation Plan and WFCM 2001 TOP OF FOUNDATION _ _ _ `' �� �-I _ I— �� o _ �� �� _I i �� _ _ _ _ Uplift Strapping per WFCM 2001 manual to V 0.� C CT and drawings. D a o INSULATION SCHEDULE °' a ._ N •2 cu 3 SECTION _ A Location R-value Thickness � �'U N ani N 'a .0 in Flat Clg R-38c 10-1/4" •� 2 c E o i n Vaulted Clg R-30c 8-1/4" -� s o "D " M SCALE: 1 /4" = 1 -0 � � a- 0CZ06 Floor( over basement) R-30 10" Floor( over garage) R-38 12" Exterior 2x6 walls R-21 5-1/2" Exterior 2x4 walls R-13 3-1/2" All Glazing U = .32 Doors-less than 10% glazing U = .40 Door-more than .10% glazing U = .32 INTERIOR WALL FINISH 12 Provide 1/2" Gypsum Wall Board on ceilings 12and walls except basement walls & clgs and unless 2x 6" oc 10 noted. Min 1/2" Moisture Resistant Wall Board on 10 Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. Provide Fire Rated gypsum wall wall Board located as per code, manufacturers requirements and drawings. w R-30c o Z Insulation R-38c N Q l Batt R-30c = w I insulation Insulation � - - - - < W 0 LVL BEAM -1 FEE (—�- — —� oRa a� BEDROOM #1 KI H .N R LIVING BE L - - - - N 1 1 1 n ?n n nn nn n n n n n nn , w - - - - r o TJI FLOOR JOISTS Batt R-3$ Batt LVL BEAM ins lation �j M insulation w coa• 00 .!� a BASE ENT 2 CAR GARAGE ® � o Typ Garage slabs — - - — Typ. b ement Sl a Pitch to garage doors C3g DA Lai A:oo. Bottom of A o�90,A0 SECTION _ e 4$'Footing to be 36" below ��N��� SCALE: 1 /4" — 1 1-011 Grade Minimum