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HomeMy WebLinkAbout41588-Z ���UFF�I'rCpG Town of Southold 9/24/2018 y� P.O.Bog 1179 Co. 53095 Main Rd G4, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39916 Date: 9/24/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7325 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/18/2017 pursuant to which Building Permit No. 41588 dated 5/1/2017 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 partially finished basement two car garage under, covered front porch and rear covered porch (with roller screens)and outdoor shower stall as applied for per ZBA#7003, dated 12/15/2016. The certificate is issued to 7325 Nassau Point Road LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0074 5/21/2018 ELECTRICAL CERTIFICATE NO. 41588 6/22/2018 PLUMBERS CERTIFICATION DATED 8/6/2016 K^n RrNpe Plum ' g Corp A ho ' Signature FEuI� TOWN OF SOUTHOLD ��o� copy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41588 Date: 5/1/2017 Permission is hereby granted to: 7325 Nassau Point Road LLC 33705 CR 48 Peconic, NY 11958 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, SCHD, and Trustee approvals. At premises located at: 7325 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 118.4-1 Pursuant to application dated 8/30/2016 and approved by the Building Inspector. To expire on 10/31/2018. Fees: DEMOLITION $694.30 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,424.00 Total: $4,118.30 \,jole ng I s ector 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 Rom Health Dept.of water supply and sewerage-disposal(S-9 forin). 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. April 18, 2017 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 7325 Nassau Point Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Jeff and Jaime Abrams Suffolk County Tax Map No 1000,Section 118 Block 04 Lot 1 Subdivision Filed Map. Lot: Permit No. Date of Pennit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applicant Signature O�'�'OF SOUlyol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .� • �o roper.richert(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 7325 Nassau Point Road LLC (Abrams) Address: 7325 Nassau Point Road city;Cutchogue st: New York zip: 11935 Building Permit#: 41 588 Section: 118 Block. 4 Lot 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G &S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 83 Ceiling Fixtures 50 HID Fixtures Service 3 ph Hot Water GFCI Recpt 19 Wall Fixtures 30 Smoke Detectors Main Panel 2-150 A/C Condenser 3 Single Recpt Recessed Fixtures 66 CO Detectors Sub Panel A/C Blower 3 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency FixtureTime Clocks Disconnect 2-150 Switches g6 Twist Lock 2-50A Exit Fixtures TVSS Other Equipment: 8 Bath Fans, 5- Paddle Fans, 1- Range Hood, 17-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: June 22, 2018 0-Cert Electrical Compliance Form.xis Town Hall Annex ° Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 •t 0 I, Southold,NY 11971-0959 r BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 a ,CERTIFICATI0-N Date: i Building Permit No. Owner: -- lease print) ..----.-.-Plumber: - co (Please int) .I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. u -- -(Plumbers gna - -- Sworn to before me this day of I�c�;�S}- , 20 I-3 d - - f Notary Public,_�u`Rb .k_. :County ID t SEP 1 2 2018 JANE C COHEN Notary Public -State of New York � � �„DEPT. NO. 01 C06333267 Qualified in Suffolk County `ry °%f'F'CgL' My Commission Expires Nov 16, 2019 D ^f SEP 1 2 2018 ' NEW YORK (BUILDING D TECH NO LOGY �lJ tl 'h dT{�"� '-!s G R O U P rqP.:9(. d,tl1 1 1 I. 1 1 Affidavit Of 2015 IECC Compliance Date: 9/7/2018 Inspection Address: 7325 Nassau Point Rd, Cutchogue NY 11935 This is to Certify that on 9/7/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 5985 Blower Door Test Result: 3005 Conditioned Volume: 1 66161 Leakage in ACH50: 2.73 402.4.1.2 2015 IECC Compliance: PASS (sealed attic&basement) 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. S,stem 1: Bsmt Leakage CFM@25: Exempt Supply R-value: NA Return R-value NA System 2: Main Leakage CFM@25: Exempt Supply R-value: NA Return R-value NA System 3: 2nd Leakage CFM@25: Exempt Supply R-value: NA Return R-value NA Total Combined Leakage: CFM225 Leakage Limit: Exempt JCFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015(ECC Compliance: IPASS Signature of Ce 'fled RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.com New York Building Technology G NEW YORK*IG BUILDING 159 Rt.25A,Bldg. 1SU TECHNOLOGY Miller Place,NY 1, "O a' Tel.(631)495-0289 Fax(631)389-: Combustion Safety Testing Form Certified Home Address: 7325 Nassau Point Rd City: Cutchogue Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Mech Rm (Use additional forms if more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 09/08/2018 Outdoors Temp During Test: 79 OF CAZ DepressurizationNote:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Apphances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated NA (explain to notes) NOTES: eating System Primary:Yes x No TWpe:Furnace Boiler x Heat Pump Other E tcienc Fuel Tvne2 Venting Tvne3 Dra Sip lla�e Spillage- CO CL Pascal (Worst Case (Natural) (Worst Case (Natty Ratin :94.1 AFUI N P X O E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA ] Primary:Yes x I e:Standard Tank_Indirect x Tankless_ Size:119 Sty1e4 Common Ver Water Heater No Instantaneous Commercial —(See See Note 5 below) (Gallons) Stand Alone Efficienc Fuel Tvne2 Venting TW Draft Sin!late Spillage CO CL Pascal (Worst Case atural (Worst Case atw EF: 94.1 N P X O E N M SX NA Pa. Pass X Fail Pass X Fail NA PPM NA I Oven Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes x No Oven CO 92 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler,HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane 0=011 E=Electric 3Venting Type. N=Natural/Atmosphenc V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 I � Rater Name: Rater Number: Rater Signature: Date: Sep 10, 2018 I I '+aW. s ' TV Woet 24 e .z .Y 9 4+ q E °f _ Y Y i H f� ���" gi. �' r `RSA^'�k'�'' "_ ••W �' MIS av 00 lip , .v t F ' 01CY ti - oc� `,' E 0 THE EVOLUTION OF INSULATION SEP 1 9 2018 The Abrams Residence MSULATMN CERTMCATE This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012IRC-N1101.3,N1101.7,N1101.12_ The following spray polyurethane foam product(s)has/have been installed. Ej LD-C-50 G LD-R-50 ❑ MD-C-200 ID MD-R-200 i] IMD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC 8316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness Attic Area(Attic Slopes 2x10) R- 14 at inches Sloped Ceilings(2x10 Slopes) R- inches Walls(location): R- L f at inches Walls(location): , R- at inches Floors(over an unheated crawl space) R- II at inches Crawl Space Perimeter R- �` at 1`—�� inches Basement Walls(Basement Exterior Walls) R- 12 at 13 --_ inches Other(location): f it Infiltration I R- 17 1 at inches 'Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address 17325 Nassau Point Rd Cutchogue NY 11935 Date of Insulation Installation !February � 23,2018 Building Contractor ,Fred Seifort Jr Contracting a0 G' Insulation Contractor lCary Insulation i5 Insulation Contractor Phone (631)218-9350 o^ . Installed By �11*V�Iiam Kris INSULAMN CERTE ATE o D® NOT RE VE Please post near electrical panel. , "°!: "L✓' 3m .;=,;f, __ ..�" 'Y>'" hxFSt;ki,'r :,;,_...�<..a,t•:�s.7 t�'`0.r!'t7.s'-..7jt'a£ve�-'eG.z:�Ss,5;4�'ia..7_5'..-,'.G�,r,:Y<.-3,i5A,:=-�w�.:i,s.":._m,,.-nt...�,.:<;t..k..�.c•�,�ut7«"..�",L,', „y-ir>.r.}_C.3:tiki;a..._c_'3t�.fl`�h :;.i:.�a�i�La"s�.f ++�'`�er M 55rx>i•'•."", ��pF SOUT�O ��'Y�OUtdiV,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fA� -VA ru5— 4 1�1 w4s 0 10)CA10e.) WO Z44 I-s go, rA P*4 t F DATE "� � INSPECTOR "� SOF SOUTH � O ��yUUUNT'�,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTA T.PENETRATION [ ] ELECTRICAL (ROU [ ] ELECTRI AL (FINAL) REMARKS: ��PT(41,k of I k' 1� svi Ulu 44VI 's" . bik&, DATE y INSPECTOR 1 0 fes\ y o a ly 0 MV,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI N [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: �Y 1t h I P� L) i DATE ANSPECTOR � o H O Coulon TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC0 N [ FOUNDATION 1STstd [ PROUGH'PLEIG. 60AV✓ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS:_ ,((M/� AlN'�'l j a a"'.- DATE DATE INSPECTOR Vu AJ/ I ��pF SOUTyo N O cOUM'I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FIN R 7,ARKS: 07J4 Vwx k l DATEd1717Alf- = INSPECTOR /I I pf SOUT �'YOOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: & dv (D lVlLVACX) Ic, oy.�/ i - , - ! OIL 4k- '✓t v� i4A ' 04P w V4 DATE INSPECTOR ` �� oFsou couMY,N TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d vt:�lr DATE INSPECTOR OF 50Ulyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL f2C'L' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY--INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Gam--- DATE ?S — INSPECTOR�L c ;u t Ll� hO��OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ 7SULATION FRAMING /STRAPPING [ NAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rJet nv r DAL 6—v rm 'Fo"*l �eO6 , U 11 D�V/ otn Arx . L4wllem", Gw� r h DATE INSPECTOR aA PAA6.) AMP Ulm 17211,V-O =1W MfA �MW�Wlp IN5TJL-ATION.PBA N.Y. ►7NE; lay 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 FAIL: (631) 765-9502 2 Survey SoutholdTown.NorthForkxet PERMIT NO. ` Check Septic Form N.Y.S.D.E,C. Trustees Flood Permit Examined- ,20 Storm-Water Assessment Form 1 1 Contact: Samuels & Steelman Architects Approved ,20 Mail to: 25235 Main Road Disapproved a/c utc ogue, NY 1193b Phone: 631 734-6405 Expiration--_+V,20 Building Inspector FOR BUILDING PERMIT DAPPLICATIONAPCATION APA 1 8 2017 1i Date April 18, 320 17 11 INSTRUCTIONS BUILDING DEPT. § c be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p ans, 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. T4ma&d, (Signature of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Architect ,�_/ Name of owner of premises Jeff and Jaime Abrams (�� ,�1 UC — Name on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,.. 7325 Nassau Point Road, Cutchogue;-NY-1j935­-:­f-11 House Number Streeti''Hmlet { ` t4C.i,zr�F `ity�i'.i�` "'�„,� tq i f,,,,'1✓'fv��.J:.: ' S 'Trl County Tax Map No. 1000 Section 118 BtQ. k� A4' '41 Lax 1 Subdivision ---- File = t ---- dxlYltap'No..,: i; rca' Lot >,4,rr.'.. ,�'�tT����i .>:�t(C�+tf." 1•(_+�:. ,.j'1 i?:i ,' � ` ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building ' X Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor -=-- If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify,nature and extent of each type of use. ---- 7. Dimensions)�f existing structures, if any: Front 64.3' 2` Rear ;, 64.3' Depth 53.6' Height Number of Stories . Dimensions of same structure with alterations or additions: Front ---- iRear, Depth ---- Height ---- Number of Stories+ --= 8. Dimensions of en 're newlconstruction: Front 62'-0" Rear 62'-0" Depth') '59'-5','-;ci , Height ;�4_10 Number of Stories 2 9. Size of lot: Front 102.46' westerlyRear 100.01' easterlYDepth 377' northerly-'-39T koutfierly 10. Date of Purchase got t0 Name of Former Owner 11. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO (see attached ZBA determination) 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises? YES NO Jeff&Jaime Abrams 230 West 78th St., #12B 917 318-7723 14. Names of Owner of premises Address New York,NY 10024Phone No. Name of Architect Tom Samuels Address 25235 Main Road Phone No 7m g4ns Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS,MAYBE REQUIRED. (see attached: Letter of No-Jurisdiction 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF`� Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (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 b fore me this day of -t m M MCKISSICK NOTARY PUBLIC-STATE OF Notary Public No.01MC6342308 Signature of Applicant Qualified in Suffolk County My Commission Expires May 23, 2020 i � '��� '72x�'3:�o-"f`�.,,.• 3 ;,•. - . ,, ~s.}"i.3z,W.n�'a'^T-^.A�!" Q ,.. ..�_. r _ „,. �.lF 1 ` BOARD OF SOUTHOLD TONIN TRUSTEES v= SOUtHOI:D,}NUW-1 ORIS PERMIT 1010,:`894.5 �' pDAT'E: `JN�J'ARY 18,201'7' .b F""-., _ 'i ..., �._,,.;6• ...r _ - ` ISSIUED TO: JEFF&JAIME ABRAMS PROPERTY•AICD_ RESS ;=7.325 NASSAU POINT.ROAID„�CUTCHOGUE SCTM# 1000-118-4-1 •AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the, Town of Southold and in ` s`x•3 "k rr. i. 'S 17 "' s S:'a a it et,i v i>.' + te'= '" 2017;`and r" accordanee'v�nth the Resolution'o fhe`Board'of Trustees`adopfed'at the meeting held'on 7anuary 18, L} iii4c6insideration4of application=='fee Din="tlie°'sum``of$ZSd 00 paid.-by Jeff,&Jaiine:Abrams an&snl ject`io the Terms m , ' and Conditions as stated in the Resolution;the 1Soutliot" Town'Board°of rTriistee's aiitliorizes=and permits the following: ° -=¢ a x}Y3,84:,i. _.z°r :i ... .> ',�• _ _ , r •:,.t;t: tJ("J;3r,, ;i _ .;{p Wetland Permit to demolish existing two-story dwelling and abandon existing°sahlifify system; . p construct newtwo=story 631x40' dwelling with attached garage,77.6"x23' covered porch,a 17'x23-'colve"r'ed:eri ryaporeh;#a 63'iel'S'8"'seawa d's'iilefiga�rcti";nand a:4<xBK:'seadvards"siile �. r, t barbeque-terrace for a 3,352sq.ft.total site cove age for;dwelling with pofclies;iin"s`taII new }$� sanitary system landward of dwelling;proposed 20'x40' giinite swimming poolmith at grade . � '1;372sq;ft:jstone*,;terrace-;landwardaof'd'w'<.ellang;n`ewx4,-i x�,t.°®utcloo`rsliower;:re=xgrabde:areas :aroummd'neve;dweilin ` and!.the'coiitoaeoftbe;p"r,operty on-tlpesea`vard id`e of:dvi%ellingI slope e, '- away#frori;tiop of lianl usmggexis, pgisoillword'er to prevent"ra eoff'and°ergsiom; iistallDgutters to':leaders'to lc` ;gills to iwellin �it'" 'ade exislin driveway tr"e° ace azp ails?and treads on £ "+ -.'t .i ,'�' 9 g� ply .- .g ep �>_ , ,existingthiff'staits Pana replace existing''20'x14' deck at top Of'blufftw+t't_h smaller:l2'x8' deck; k . • with the,tdAditiori tb:establish and,perpetually.maint hi a 10' wide-non=turf buffer along the ., A, laiidwai?d edge'.of tiuIkhead`�and as=iie icted;oriAl f.feviged`site• ian re ared�b rSamuels&' P 4 %Steelriaad=Architectslilat6dlJanuar=y,4;,-2 :;aridfstampecl ap'Proved:oai�Jaae�aayw3l 2017. T Jt? s ani A p�' 15 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these.preseii to be"sub'seribed b'a'inajonty_,of�tlie said B and as ofYtlnS"date:' _< a-} ,�"`'° „���, i'R...1�I.f1. `-�.: :✓<,si'.'.iv t��F::�si.�'3`•" .,'� •:.>;�3':::: ,=;�:a e:r+9' V4y:_;e`i�:,' ;bY`.}_:�. °? �.� ,�v.?',i •r`Y.w rj � ' ® £�+� ,.6... iaan F.r�' '.: .� :'•'^v',: P"T� rvts 1 � m4 �� �' }.��i,' ••¢Y.y�.• ,E��:; :kt4:.'''c`t:1:�,�}- .;. .j tr�:°�- t., .}`•Dq.;.. --g Q.e,,ncr, {a G"�.`.t Aja;#)=;rL'.`ck.»•' et•r{ Im :p° < �:.' °'''" t'z?:cF�`t °Lf "?" 715,' .:Y": •: a�*}."nj;:;-j`2.;1.a.�F-;.�.o.i� S:i;lYuiat�:.,.i. �i \_ - _� 11Ria''.i.€z5`�t:..,_.'3# �i�r;�'.�iz ��k�l:,.{.,�:"��`.'?; .�.. q_.•. - -..a���::������ ..h'> !r '�t- '.•tv' a : X 4¢. aye,. � h r ,, ,�� •�;�: ,� �,•:� "�...�.=-"°'i",y`. ,,:�, ca. ur Michael J.Domino,President OF so O�� y�l Town Hall Annex John M.Bredemeyer III,Vice-President h o 54375 Route 25 P.O.Box 1179 of 1 Southold,New York 11971 DE��WE pski Q Telephone(631) 765-1892 _Greg s �ly�ou � a Fax(631) 765-6641 AUG 1 3 2018 ' BUILDING DEW- BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1496C Date: August 2, 2018 THIS CERTIFIES that the demolition of existing two-story dwelling and abandon existing sanitary system; construct new two-story 63'x40' dwelling with attached garage, 7'6"x23' covered porch, a 17'x23' covered entU porch a 63'x15'8"seaward side porch and a 4'x8' seaward side barbeque terrace for a 3 352sq ft total site coverage for dwelling with porches-, install new sanitary system landward of dwelling-, proposed 20'x40' gunite swimming pool with at grade 1 372sq ft stone terrace landward of dwelling; new 4'x8' outdoor shower;re-grade areas around new dwelling and the contour of the property on the seaward side of dwellingto o slope away from top of bank using existing soil in order to prevent runoff and erosion; install gutters to leaders to domells to dwelling; upgrade existing driveway replace handrails and treads on existing bluff stairs; and replace existing 20'x14' deck at top of bluff with smaller 12'x8' deck; with the condition to establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of bulkhead; At 7325 Nassau Point Road, Cutchog_ue Suffolk County Tax Map#1000-118-4-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 19,2016 pursuant to which Trustees Wetland Permit#8945 Dated January 18, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing two-story dwelling and abandon existingsarsystem; construct new two-story 63'x40' dwelling with attachedag rage, 7'6"x23' covered porch a 17'x23' covered entry porch a 63'x15'8"seaward side porch, and a 4'x8' seaward side barbeque terrace for a 3 352ss .ft.total site coverage for dwelling with porches; install new sanitary system landward of dwelling,• proposed 20'x40' gunite swimming pool with at grade 1,372sg.ft. stone terrace landward of dwelling; new 4'x8' outdoor shower; re-grade areas around new dwelling, and the contour of the properly on the seaward side of dwellingtpe away from top of bank usingexisting xisting soil in order to prevent runoff and erosion; install gutters to leaders to dUEells to dwelling;upgrade existing drivewayplace handrails and treads on existing bluff stairs; and replace existing 20'x14' deck at top of bluff with smaller 12'x8' deck; with the condition to establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of bulkhead. The certificate is issued to Jeff&Jaime Abrams owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits.Region 1 SUNY a Stony Brook,50 Qicle Road Stony Brook NY 11790 P (631)444-0365 1 F (631)444-0360 .t..,,dec nvgov i i LETTER OF NO-JURISDICTION September 2, 2016 Jeff and Jaime Abrams Re: Application ID 1-4738-00439/00005 230 W 78th Street Apt. 12B 7325 Nassau Point Road New York NY 10024-6687 Cutchogue SCTM # 1000-118-4-1 ARNO-DEP Dear Applicants: Based on the application your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determination. The portion of the referenced property located landward of the functioning bulkhead more than 100 feet in length and originally constructed prior to August 20, 1977, as evidenced on Tidal Wetlands Map#714- 540, is beyond the jurisdiction of Article 25 Tidal Wetlands Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the respo ibillty of obtaining any necessary permits or approvals from other agencies. V ry truly yo r Jo NVieland Deput Permit lnlstra JAW/mrp CC: Samuels,:& Steelman Architects - BOH-TIN - File NEWOi YORK Department of STATI OPPORIUNIIY Environmental Conservation '1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �,rjf SOyp 53095 Main Road•P.O.Box 1179 h0 !® Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ® a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCOU ,� Southold,NY 11971 littp:/Isoutholdtown.northfork.net ZONING BOARD OF APPEALS R CEIVED TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 D � 1 (..L 016 FINDINGS,DELIBERATIONS AND DETERMINATION S uthold Town Clerk MEETING OF DECEMBER 15,2016 ZBA FILE: 7003 NAME OF APPLICANT: Jeff and Jaime Abrams PROPERTY LOCATION: 7325 Nassau Point Road, Cutchogue,NY SCTM No. 1000-118-4-1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 15,2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code apd the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 30, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the coordinator's recommendation that the proposed action is CONSISTENT. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation. According to the information provided in a letter dated November 30, 2016, and following an inspection conducted on November 23, 2016, notifies the Board of existing conditions relating to the bluff stability, and further comments on the applicants' proposal which appears to follow good practices. Agency recommends that the bluff be stabilized and revegetated. In addition, recommendations include utilizing original pilings when rebuilding the structures on the bluff and new pilings be put in only after the bluff has been stabilized. Not recommended is staging construction equipment and running machines within 25 feet of the top of the bluff which can cause potential slide due to instability, and not recommended is the storage and running of heavy equipment for Iong periods of time within 40 feet of the bluff. PROPERTY FACTS/DESCRIPTION: The applicant's property is a conforming 41,817.60 sq. ft. parcel in the R- 40 Zoning District.. The easterly property line which measures 100.01 feet fronts Little Peconic Bay and the westerly property line fronting Nassau Point Road measures 102.46 feet.The northerly and southerly property lines measure 377.00 feet and 397.00 feet;respectively, and share boundary lines with residential parcels. This property is currently improved with a one story frame single family dwelling and detached accessory wood decks (with stairs)as shown on survey prepared by Kenneth M Woychuk,dated September 22,2010. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-116A (1) , and the Building Inspector's September 1, 20'16 Notice of Disapproval based on an application for a building permit to demolish an existing home and construct a new single family dwelling and new detached accessory deck at; 1) proposed dwelling is Page 2,December 15,2016 #7003,Abrams SCTM No. 1000-118-4-1 located less than the code required 100 feet from the top of the bank: 2)proposed accessory deck located less than the code required 100 feet from the top of the bank. RELIEF REQUESTED: The applicant is seeking two area variances in order to construct a new dwelling having a distance of 34 feet from the top of the bank, and an accessory deck located at the top of the bank. ADDITIONAL INFORMATION: During the public hearing, the engineer for the applicant, Joseph Fischetti, as well as the applicant's Architect, Tom Samuels, indicated to the Board that they would accept the findings of Suffolk County Soil and Water Conservation regarding the present instability of the bluff face and follow the ,recommendations to stabilize the face of the bluff .Engineer Joseph Fischetti, indicated that the applicant will create a large non-turf buffer landward of the top of the bulkhead, as shown on the site plan submitted. The applicant's architect explained at the hearing that the Long Island Sound has a Coastal Erosion Hazard Line and the Peconic Bay does not. In addition,the engineer and architect explained to the Board the need to locate the residential structure only a few feet landward of the existing home's present location and further described their intent by identifying Site Section Sheet#3 of the site plan dated November 22, 2016 which depicts the need for this placement of the residential structure above the bank. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. At the public hearing, and by the submission of an architectural drawing titled"neighborhood map,"the applicant's architect established that the three homes to the north and the three homes to the south of the subject property all have non- confirming setbacks from the top of the bank and very large front yard setbacks from Nassau Point Road similar to what the applicant proposes to build. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicant's architect explained at the public hearing and further illustrated his testimony with a drawing titled "site section,"that given the very substantial slope on the subject property, moving the proposed dwelling closer to the road and further away from the top of the bank would make construction very complicated and reduce light,air and views. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 66% relief from the code for the proposed setback of the dwelling from the top of the bank, and 100% relief for the setback of the accessory deck at the top of the bank. However, the size of the existing accessory deck is proposed to be reduced by about 75% and will require Trustees approval and adhering to the conditions imposed herein.The non-conforming setback from the top of the bank for the proposed new dwelling is mitigated by the fact that it will be increased from the existing 26 ft. 5 inches to 34 ft. 6 inches, which is a greater setback than all but one of six homes adjacent to the north and south of the subject property. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and repair the seaward side or rear yard of the parcel according to Suffolk County Soil and Water recommendations for best practices to restore the stability of the bluff/bank and prevent future erosion. i T Page 3,December 15,2016 #7003,Abrams SCTM No. 1000-118-4-1 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of requested relief is the minimum action necessary and adequate minimum action to enable the applicant to enjoy the benefit of a new home and swimming pool while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Dantes, and duly carried,to GRANT the variances as applied for, and shown on the Site Plan Page 1,dated August 30,2016, and Pages 2 thru 4,dated November 22,2016,as prepared by Thomas Samuels of Samuels&Steelman Architects SUBJECT TO THE FOLLOWING CONDITIONS: 1. Utilization of original pilings when rebuilding the structures on the bluff and new pilings be put in only after the bluff has been stabilized. 2. No staging of construction equipment and running machines within 25 feet of the top of the bluff 3. No equipment to be stored or run for long periods of time within 40 feet of the bluff. 4. Approvals by the Town of Southold Board of Trustees,as required. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are 'not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. 'This Resolution was duly adopted 5-0). Leslie Kanes Weisman, Chairperson Approved for filing l a //& /2016 bI09 AVIN Sol-dDWS # W2I0J ('mailiag aoJ luaullauda(l fulaamfug of p.1muoj) j paamUa>d si uEld loiluoJ Iuaula;lsusW aalBmtu-iols 5£6 AN an Ou0}n� -pa.ilnbad ION uuld loJluoD luawabuuuW Jal8muiaol5 ! i •If u.tad fulppng$ulssaaojd.roj pa.,iolddV ® i peo�J lul0d msseN 9Z£L — ; . �.{ — — — — — — .ala— — — — — — :IsoAk uollonalsuo,),}o u014e30-1/ssaippV Ajj3ci0Jd f ; ! - - — — — — — — — — — — — — — — — Y . 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Tom Samguels Section Brock LotS M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 7346405 Date: 4/6/2017 r' oj � The applicant mint provide a Complete Explanation and/or Reason for not providing bynaiea Td74 Kumtm > all Information that has been Required by the following Checklist) L A Site Plan drawn to scale Not Less that 60'to the inch MUST YE§[NgjNA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. x c. Existing - Natural & Man Made Features within 500 L.F. x of the Site'Boundary as required by§236-17(cM. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, X 0 ril-all include but not be limited to- e. Limits of Clearing & Area of Proposed Land Disturbance. X f. Existing& Proposed Contours of the Site (Minimum 2'hitervals) x 0ll ' g. Location of all existing&pr'oposed'structures,roads, driveways,sidewalks, drainage improvements& utilities. X 0� Seeding h. Spot Grades & Finish Floor Elevations for all existing& X proposed structures. 1. Location of proposed Swimming Pool and discharge ring. X 0 j. Location of proposed Soil Stockpile Area(s). XDRAINAGE ORIS ARE RE IREp k. Location of proposed Construction Entrance/Staging Area(s). X 00C-01 ltdct 1 US Engineering at 765-1560 before, 1. Location of proposed concrete washout area(s). X 0= &@lckfill, UR Provide En ineer' M. Location of all proposed erosion&sediment control measures. 0 Mat the drainage hasbe en Installed to Gedc. 2. Stormwater Management Control Plan must include Calculations showing that the storm%tiatei improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch x rainfall/storm event. 3 Details&Sectional Draw Ings for stormwater practices are required for approval. $ 2� Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. X b. Construction Entrance&Site Access. �] x existingsite ent drivewa ~� c. Inlet Drainage Structures (e g.catch basins trench drains etc.) X 00 WN Tfiol d. LeachingStructures (e. .infiltration basins,swales,etc.) X not required - -- -- - - - - - - - **"* FOR ENGINEE NG EPA T USE ONLY !; I Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. i ; I Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. I Date: � � I SMCP has been approved by the Engineering De artment. FORM SWCP Check List-TOS MAY 2014 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 April 7, 2017 Southold Town Building Department Main Road Southold, NY 11971 Re: Abrams Residence '7325 Nassau Point Road, Cutchogue o We would like to apply for a Southold Town Building Permit for the Fischetti Deaver Residence. This project includes the demolition of an existing house and the construction of a new two story house, together with a new swimming pool and sanitary system. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Plumbing riser diagram 4. Survey 5. Red-stamped SCDHS permit 6. Southold Town Sanitary permit 7. Southold Trustees permit 8. NYS DEC permit 9. Southold ZBA determination 10., Erosion, Sedimentation & Storm-Water Run-off Assessment Form 11. ' REScheck Version 4.6.3 Compliance Certificate 12. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, Tom Samuels 25235 Main Road, Cutchogue NY 11935 Samuels = Steelman (631) 734 6405 Architects Fax (631) 734 6407 TPJkNSWi i TO: Southold Bu" From: Tom Samuels DepabimmId Address: PO Box 1179 Dam July 12,2018 Southold,NY 11971 CC: Re: Abrams Residence ( Urgent For Review ( Please Comment ( Please Reply i Description: Please add this green-stamped SCDHS as-built site data to Abrams Residence file (Bldg. Permit #: 41588). Thanks you, Tom Samuels D DD JUL 1 8 2018 BUILDING DEPT. TOWN OF SOITHOLD 'oF so�ryol � o Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 01a BUILDING DEPARTMENT TOWN OF SOUTHOLD September 18, 2018 Tom Samuels 25235 Main Rd Cutchogue NY 11935 Re: Abrams, 7235 Nassau Point Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are(deeded To Complete Your Certificate of Occupancy: .,Note`HSpray._Foam Insulation Certifcation requited Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All 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 — 41588 — New Dwelling i 1 i S.C.T.M• NO. DISTRICT: 1000 SECTION: 118 BLOCK: 4 LOT(S): 1 1� ' 1 (MAP 377'STANCE)1 ► 4, 22 24 28 MON.' DWELLINGS 4 20 26 ►►+EL 8.9 � N 1 W/PUBLIC WATER LOT ►► ► t'' w t"t 150' SHED 1 ;�' 1 M co 0.2'N _ - d 1 53.6°_-_ _ ENCLOSED ► ► m tzj 'oo» U.P. GUY EL 8.5=-___; ' .:_: - PORCH .N In ► ►O m WOO OAS EL _ — — ._ d;: _ -- - -_ _ _ +EL 24.1 ►o ; IZ Z f0 WOOD RAIL FENCE Pii N.== ``- -`:::: :_:_ ==-:< ► 16.6' J 214.8' WATER ICE 00 xo w 3 U.P.#142M 8A 24 ► rn DECK •N::-DWEl4 WINDOW o 1 W EL 15.5 EXISTING SANITARY W atz D5TEP5 N=_-== 7325`---:= ta.0' +T D LOCATION t _FFL 26 3_- F a moo N o; wooD 1 ►r v i� OLE xmv+ STEPS v 3 m ?:_ _ LOT `` GARAGE .__: EL 8.2 ~ n J J•- _O L : 1- - '_-_- - ---:: DER rn La 4sPyytr EL 23.1 A ; :U _ ` c 1 3 11--1 W 9'E OR�LLrwAY_ Pi'�'`DR1VEwAY _'8 = _ -- rnEVEe N ►I I; 00 2.0 TIMBER �Em D" EL 18.620 22 ► v ~ 41 ci TREES ONG UNE MON ► 1 C Q0.7wD 1 I J - . o =�.� STK FD 397 .� g o; 3 t.zw (MAP DISTANCE) z 3 14 10.1' �� �, S 82"00'00" � � r� RAIL FENCE OIL WOOD Ql DWELLINGS 1 REVISED 07-25-16 MON f0 W/PUBLIC WATER REVISED 09-30-10 �Z 150' LOT 56 1 ELM 15.5 THE WA7ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL WN LOCA77ONS SHOARE FROM FIELD OBSERVA77ONS OL BROWN 0.4' n Pay AND OR DATA OBTAINED FROM OTHERS. NDY LOAM 1 1) BROWN AREA: 38,(x'92.79 SQ.FT. or 0.89 ACRES ELEVA77ON DATUM: - ------ ---------------- SM LOAMY SAND 2.1 , _ UNAUTHORIZED ALTERATION OR ADDIAON TO THIS SURVEY IS A V0LA77ON OF SEC71ON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY O MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN L0 BROWN ONLY TO 771E)PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION FINE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. SC CLAYEY 3.2 d SAND THE OFFSETS AOR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS TUTH®T ROAD — AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY 1L PALE SURVEY OF: LOT 55 CERTIFIED TO: 7325 NASSAU POINT ROAD LLC; SP MEDIUM MAP OF:NASSAU POINT CLUB PROPERTIES, INC. SAND 9.0' (AMENDED MAP A) SECTION B FILED: OCTOE ER 4, 1919 No.745 WATER EL 0.8 SITUATED AT: NASSAU POINT PALE SP MEDIUM 2.3` TOWN OF: SOi�ITHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SAND _ SUFFOLK CnUNTY, NEW YORK Professional Land Surveying and Design 07-20-17 17° a 410 00a P.O. Box 153 Aquebogue, New York 11931 K.WOYCHUK LS �'" I"=30' SEPT. 22, 2010 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 10-9.) SCALE: DATE: N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. lloychuk REVISIONS RESIDENCE �.�p } e LOCATION MAP SITE DATA Water Line s' SCTM# 1000-118-4-1 FIRST FLR EL 28.86 FT ( ) 1ST Se Inspected By The „ / PROPERTY: 7325 Nassau Polnt Rd GARA6E FLP. ELE1/ +18.7 SI�fto"'county Dept. I��ea ,taws. ADDRESS Cutchogue,NY 11935 �" v�ei"1:'1CeS, / OWNER: Jeff and Jalme Abrams GRADE LINE ELEVATION 1-1.8 FT Call � 7Q0, 48 Hours in Advance, aP ' � 230 West 78 th Street,lz A / / New York,NY 10024 CLEANOUT chedute IIs a a•• SITE: 41,817.6 SF=0.96 AC GRADE LINE ELEVATION''15.25 FT. � ��� �• SURVEYOR: KENNETH M WOYCHUCK I I f � ZONING: R•4t1 I MIN. 2 MAX. umj KENNETH M OY ING 14"/FT MIN a ^I=B•, PO BOX 153 / / ^ s as,` / ACENSE#050 82 11931 8" MIN TOP OF POOL 13.75 FT LICENSE#050882 N2 TANK EAGHIN / / DATED 07-25-16 IE. tI6.8' N POOL s ELEVATIONS ARE REFERENCED IE. +13.51' BOT OF POOL 5.'15 FT TO N.A.V.D.1989 DATUM >_ IE. +14.01' IE. +13.42'c . GROUND WATER 0.8 FT A C�{1Eah�;`�Ew=itaT a.s m.. �• ' z ���������<::,��' ^� -:_- �-�s,; t.�_•o�1s�?6�in // � / 9LUP / TEST HOLE 50'MAX e 3 MIN �0 EXISTING BEACH STAIRS 14.7 FT. PALE MEDIUM SAND SP ICEWATER IN 00 0 FT. PALE MEDIUM SAND SP 17 �B I BEACH COMMENTS: WATER ENCOUNTERED ' 14.7' BELOW SURFACE, ELEV 0.8' F c ����. DWS �LKH i � • �IMgER � . _ B 397 \\ 22 20 EXISTING BEACH STAIRS NOTES: NO STAGING OF CONSTRUCTION EOU I PMENT AND12' a EXISTING DECK REDUCED TO RUNNING MACHINES WITHIN 25 FEET OF TOP OF BANK. REMAIN EXISTING PILES TO NO EQUIPMENT TO BE STORED OR RUN FOR LONG REMAIN IN PLACE PERIODS OF TIME WITHIN 40 FEET OF THE BANK. TEMPORARY STORM WATER RUNOFF IAY TO REMAIN CONTROL MEASURE PROPOSED SILT EROSION&SEDIMENT CONTROLS N5 SHOWN FENCE DURING CONSTRUCTION Shall include but not be limited to: PROJEC A well maintained Construction Entrance, PROPOSED NEW UNDERGROUND DRYWELLS ' NTE FOR 5TORMWATER RUNOFF FROM Wire Backed Silt Fencing, stabilization& BUILDING STRUCTURES TYPICAL Seeding of exposed and/or inactive soils. DRAWN LIMITS OF CLEARING AND LAND CHECKE DISTURBANCE +/-20,800 5F DRAINAGE INSPECTIONS ARE REQUIRED _ Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer'thss Certification DA t the drainage has been installed to Code. SCALE: SHEET 1 APPROVAL OF STOR ATERM NAGEMENT COMtROL PLAN -T n Code t 6 Date: -2 S` Approved by: It® P PLAN- SCALE: 1" = 20'-0" SHEET t I BIDDING & PERMIT SET - LOT COVERAGE TABLE SITE AREA TOTAL: 41,817 sf STRUCTURES -EXISTING PERCENTAGE PROPOSED PER HOUSE: , 2,307 sf 5.51% 2,21(1 sf SHEDS: 207 sf 0.5090 207 sf PORCH: O 5f O% 780 5f DECKS/STIRS: (137 sf .2.24% 852 sf WIRE FENCE W/ TERRACE: O sf O% 2,345 sf FILTER CLOTH, POOL: O sf O% SOO sf '.R CLOTH MIN. 6" SURFACE PFINCE TOTAL: 3,451 5f 8.25% x,283 sf )W GRADE \ FLOW TEMPORARY STORM WATER RUNOFF CONTROL MEASURE SION & SEDIMENT CONTROL DETAILS E - ' , NEIGHBORING RESIDENCE N/0/F I MECHANICAL EGtUIPMENT FOR RESIDENCE" RJJ -Proper-ties -LLC - C/0 Richard A Horstrnann TEMPORARY STORM WATER RUNOFF CONTROL 7225 Nassau Point Rd I MEASURE PROP05ED SILT FENCE DURING 1000-111-15-12 CONSTRUCTION NEW RETAINING N + NEW UNDERGROUND ELECTRIC ENLARGED 51TE P AND UTILITY LINE PROPOSED NEW UNDERGROUND. DRYWELL5 FOR 5TORMWATER RUNOFF FROM BUILDING STRUCTURES EXI5TINCG HOUSE NEW DRAIN CONNECTED TO'NEW BE DEMOLISHED DRYWELL I ® , LOCATION OF EXISTING SANITARY 5Y5TEM TO BE ABANDONED = FILLED IN OR REMOVED AS REQUIRED � _+ 24 26 28 NEW RETAINING WALLS SEE 20 t I ENLARGED POOL PLAN �, I1 , J ' 1TY POLE � �,..� 18 ` DW � �\ A `• IE J A E `�--— I •, GE: �''' lGO NEW TERRA k;. w ;:• ;• kaf=csD ATDE . .v.Y•`N.;4•' \ NEW POGH Op05BD TERRACE \ °5 1' :=1=•, �rrA "' �; 1°IDENGFE- � PROPOSED I \ NEW POOL \ 5 B DROOMS 20'x40' \ W/ BSEMENT \\\ 2 StORIES'- TEST HOL �''': : ` I \\ EL + 15.5 ; . : .�` TTA ;. s 4 ' `�; .,,. \\ 111,' ° '' FLOO AREA ` 4,VO5 5F C T \ FIRST FIN FLR NGi► .�'ti X17,"J`^•C,v.'~•'`N1.rVt�y,r,~ L-\ P tr ;i;a :. up ` ELI! +25:66 PROPANE TANK `` ` �AR�GE�SLAB \ `���y°,<�:��`�- ' ` I SATE UNDERGROUND NEW ELv ,+15-1- ASPHALT +15.7 ASPHALT LP 5T PARKING . DW BULICHE -V- AREA \" NEW ` B ASPHALT \ D PAVING \ \ _ G \`\ \\\ 22 XP LP \\ G B ' 18 20 16 N ,' EL + 15.5 TOTAIL�Gf FIRAT FI EXISTING ; = : Up I PROPANE TANK - ASPHALT DRIVEWAY ATE UNDERGROUND NEW LEV I f ASPHALT I — LP PARK I NG - ST AREA EXISTING_� NEW NA SAU - ASPHALT ASPHALT - PAVING P INT . S XP LP G B R AD IS G - 0 O y " 16 p/ N I O � V4 14 • XISTING DR fa Ip�C ,' PROPOSED NEW UNDERGROUND n�� ND ENLARC RIMDRYWELL WITH METAL INLET ,O�»w EXISTING SHED' G -� FOR STORMWATER Z A 14 - 58200 RUNOFF FROM DRIVEWAY PROPOSED NEW NDERGROU E=-h SURFACE TYPICAL DRYWELL WITH M TAL INLET FOR STORMWATE RUNOFF f W�z ~ Z LOCATION OF EXISTING DRYWELL DRIVEWAY SURFA E TYPICA d- TO .BE ABANDONED - FILLED IN OR REMOVED A5 REQUIRED 5TAC71 D PROI-05Er--- PROPOSED NEW SEPTIC SYSTEM ONCRETE WASHOUT AREA FOR A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TANK (ST) NEIGHBORING RESIDENCE - CLEANOUT N/O/F - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) Drews Michael R, Drews Robin S RESIDENCE: - FUTURE LOCATION FOR (1) 8' DIA x 8' 7425 Nassau Point Rd 1000-118-4-2 FIRST FLR EL 25.86 FT HIGH LEACHING POOL (EXP) GARAGE FLR ELEV +15.'1 GRADE LINE ELEVATION 15.0 FT CLEANOUT i GRADE LINE ELEVATION ±15.0 FT. I' MIN. 2' MAX. 1/4"/FT MIN 18"/FT MIN TOP OF POOL 12.45 FT SEPTIC EACHIN } TANK POOL IE. +14.0' IE. +12.24' BOT OF POOL 4.45' FT" IE. +12.*74' IE. +12.12' GROUND WATER 0.8 FT 50' MAX 3' MIN 63' 11.5' 4 SEPTIC ,PROFILE (N.T.S.) I E i - , i TIONS SITE DATA SCTM # 1000-118-4-1 F FACTOR 284 GU. FT. PROPERTY: 7325 Nassau Point Rd SOL ADDRESS Cutchogue, NY 11935 06.9 GU. FT. QED OWNER: Jeffand Jaime Abrams GU. FT. Newr West 78 100�' 12 A , SITE: 41,817.6 SF = 0.96 AC = FACTOR >.(v5 CU. FT. ZONING: R-40 K, 12" WIDE, )OL CRETE 37.8 CU. FT. SURVEYOR: KENNETH M WOYCHUCK ZED LAND SURVEYING CU. FT. PO BOX 153 AQUEBOGUE, NY 11931 Z lING WALL W/ LICENSE #050882 0 12 VERT. 0DATED 07-25-16 W �_ = FACTOR W = 389 CU. FT. ELEVATIONS ARE REFERENCED ,OL TO N.A.V.D. 1989 DATUM ~ 5.6 GU. FT. � 01 ZED 0 = I FT. LOCATION MAP -- Z � I FACTOR 0 325 GU. FT. VI Mud ro dwaters � ., OL / Creek 7.8 CU. FT. ZED / // �'� ��° ` R1 All Q / a � °fi 0 jQ 7. a'D OOTING W/ 4 CONT. Little Z Peconic Bay/ 0 ♦ ♦ O L y E Q co CNI D TEST HOLE NO SCALE BY K. WOYCHUK LS TEST HOLE DATA 7/20/16 ELEV. + 15.5 R 0.4 FT. BROWN SANDY LOAM OL JRE CURING BROWN AND _ l 2.5 FT. BROWN LOAMY SAND SM O ad Z• r BROWN FINE vi Q CD 5.7 FT. CLAYEY SAND SC EXISTING UGTURE a o FAVEMEN Rs 14.7 FT. PALE MEDIUM SAND SP w _j• W Z W WATER IN w• N � a 17 FT. I PALE MEDIUM SAND SP a N 0 COMMENTS: WATER ENCOUNTERED 14.7' BELOW SURFACE, ELEV 0.8' ~' MOUNTABLE 5ERM (OPTIONAL) OF NEbV Y 5� �p,5 C S,q,�O'A,� qG OF COM--TPUGTION EGUIPMENT AND �O G� 1ACH I NE5 W N 25 FEET OF TOP OF BANK. TIENT TO BE ORED OR RUN FOR LONG uFl, "� _ ' DRAINAGE CALCULATIONS s GE TABLE - , { AREA OF RESIDENCE (DW-A) . SCT ' 41,817 sf DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DA-A) 1,104 SF x (2/12 FT) x I.O = 284 CU. FT. PR( I PEROENTAGE FROP05ED PEROENTAGE USE: (2) 8' DIAMETER x V HIGH POOL ADC 2,2�q sf 5.441% (2) 8' X 6' STORM DRAIN RING = 506.41 CU. FT. Ow sf 0.50% -:20-T sf 0.50% PROVIDED - REQUIRED - SO&A CU. FT. > 284 CU. FT. �f O% 780 sf 1.87% �f 2.24% 552 sf 2.05% AREA OF-RESIDENCE (PW-B). SIT'- DRY IT: DRY WELL AREA x RAINFALL x RUNOFF FACTOR �f O% 2,545 6f 5'.60% ZOt f O% 800 sf I.�2% (Dw-$) 1,587��SF x (2/12 FT.) X •� I.O" = 265 GU. FT. USE: (2) 8 DIAMETER x 4 HIGH POOL 'f . 5.25% -7,285 sf 1-T.41% (2) 8' X 4' STORM' DRAIN RING =,337.8 CU. FT. SU_ PROVIDED REQUIRED 337.8 CU. FT. > 265 CU. FT. AREA OF DRIVEWAY DW-C F DRY WELL ' AREA x RAINFALL x RUNOFF FACTOR ( (DA-C) 2,556 5F x (2/12 FT.) x OA 38Q CU. FT. ELF USE: (2) 8' DIAMETER x 8' HIGH POOL TO (2) 8' X 8' STORM DRAIN RING = 675.6 CU. FT. PROVIDED REQUIRED 675.6 CU. FT. > 3841 CU. FT. AREA OF DRIVEWAY (DW-D) DRY WELL AREA x RAINFALL x, RUNOFF FACTOR (DA-D) 2,166 SF x (2/12" FT.) x O.a = 325 GU. FT. USE: (2) 8' DIAMETER x 4' HIGH POOL (2) 8' X 4' STORM DRAIN RING 337.8 CU. FT. — --- PROVIDED REQUIRED 357.8 CU. FT. > 325 CU. FT. =NCE - t !C >imann i Rd �,F 2 SEE SITE NEW RETAINING AALL5 SEE ENLAR&Et%�ENT- ENLARGED SITE PLAN 1:;)RAKNO #2 EXISTING .HOUSE TO 1 5E DEMOLISHED 1 377' 28 1� LINE OF EXISTING BULKHEAD 26 - 1 � �1 13 LITTLE NC 1� PECONIC BAY TE \ 1 p TEMPORARY STORM WATER:,,—' \ = - 'til+ ' ' �,, •r RUNOFF CONTROL MEASURE.' i pp05E>7 PROPOSED SILT FENCE DURING CONSTRUCTION EX I STING BUILDING STRUCTURE X'' 1 EXISTING BEACH STAIRS Wit L0 00 L� o — 1 BEACH 1 M C co Dw �KHE � ,rn, -TIMBE 397 22 EXISTING BEACH STAIRS NOTES: NO STAGING OF CONSTRUCTION-EG EXISTING DECK Pr--nUCED TO RUNNING MAGHINEc, WITHIN 25 FEES` I\ 12'x8'. EXI5TING E5 TO NO' EQUIPMENT TO STORED-OR REMAIN IN PLACE PERfoD5 OF TIMI: .,,THIN 40 FEET TOP OF EXISTING GRADE CAST IRON FRAME AND COVER TO GRADE (AS REOUIRED) TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) ED R ED DRAINAGE 5A51N FOR 51ZF-5 SEE SITE PLANS f!iILTER'CLo < ED El 5' min BELOW GRA z Q- ® ® 29 29 29 29 E3 S Eg V- ID w5ACKFILL MATERIAL lu 1B B S E 0- TO BE CLEAN SAND < S ED S. SAND GRAVEL CBS B R SH EK SS GROUND WATER EROSIO PERMANENT STORM WATER NO SCALE 1` -RUN-OFF CONTROL MEASURE STORM DRAINAGE R I I MG�TY�Pl C�AL NO SCALE LOCA" SYSTE LIMITS OF CLEARING AND LAND IN OR DISTURBANCE +/-20,800 5F NEW R 0 ENLAR EXISTING OVERHEAD 'o 6 EXISTING UTILITY POL ELECTRIC AND UTILITY LINES 0 'k PROPOSED NEW UNDERGROUND WATER LINE EXISTING UTILITY POLE PROPOSED POOL EXISTING WATER METER EQUIPMENT P:OR P05E DRYAFLL OOL EOUIPM 2,0090011F 4x El EXISTING ASPHALT PRI\/l!YiAY ATE EXISTING NA SAU ASPHALT PAVINGA IN PAD l: t - . q . BLUESTONE G PROVIDE 24" LONG TIMBER ANCHOR GRADE 50" LONG ON SPIKED AT EACH DEADMEN RETAINING 1Nr PROVIDE 48" LONG DEADMEN AT 8FT REINFORCED OG STAGGERED EVERY THIRD TIMBER _ 2#4 ® 12 HOI; COURSE GRAVEL I" THICK STUC 36 PROVIDE 6x6 PTL TIMBERS DRAINol ° GRADE - HEIGHT VARIES 36" MAX ° PROVIDE 12" LONG GAL STL SPIKES AT 24" SPACING AT a ALL TIMBER COURSES PROVIDE TWO FULL COURSE5 ° OF TIMBERS BELOW LOWEST FINISHED GRADE TYPICAL GRADE PROVIDE REBAR 24" LONG (h 2 1-2 11 FROM FIRST TIMBER INTO GRADE 8" THK GRAVEL PROVIDE GRAVEL FILL DRAIN 8" DEEP 16" WIDE ..Q, REINFC (V #4 (p I: 'V1/®® ® RETAINING WALL DETAIL. CONCRETE WALL DE NO SCALE NO SCALE 1 GENERAL, STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE GOFING 1k THICK, 12" JNIDE, SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE ;)N TOP OF CONCRETE Development activities for this project will consist of: WALL 1. Installation of temporary erosion control measures (silt,fence barriers) 2. Clearing of trees and brush in areas shown on Site Plan D GONG RETAINING 1NALL 1N/ 3. Demolition and removal of the existing building and septic system RIZ. AND 2#4 o 12" VERT. 'UCGo FINISH 4. Excavation for a new building foundation and swimming pool 5.'Construction of a new foundation and swimming pool GRADE 6. Construction of the new residence 1 7. Site grading from the public road to the area around thero osed building p p g and swimming pool 8. Construction of underground electric and utility lines from the utility pole to the new building 9. Construction of a new underground water line from the new on site well to the new residence 10. Installation of the new septic system 11. Installation of on site drainage structures (permanent storm water runoff control measures),,see detail 1 on this sheet 12. Installation of underground'piping from gutters and downspouts to the drainage structures 13 . Filling and grading of soil above drainage structures 14. Construction of new terraces and walkways 15. Construction of new driveway and parking areas including grading and driveway surfacing 16. Installation of new landscaping plants, lawns 'ORGED GONG FOOTING W/ 17. Removal of the temporary erosion control measures 12 O.G. AND 5#4 DONT. SITE DATA Site Area: 41,817.6 SF = 0.96 AC Soil Classification: See test hole ETAIL Receiving Waters: Little Peconic.Bay Contractor: N/A POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited to, the following shall be employed during construction: A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall remain undisturbed.' B. Clearing and Grading shall be-scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure; unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area,shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris anti nhctiritPc -,-i inh nc rn�+cz nnr4 I MLO-2 -dw-. & vl,I�V-.► i . z�s W • QW•a a z : = r-A1J I IIVC� GROUND 1. Stone size - use 2 inch stone, or reclaimed or recycled concrete equivalent. , .Y. 2. Length - not less than 50 feet (except on a single residence lot where 30 I I_,I I I I I I_I I I-I I �_ foot minimum length would apply). I •-T GLO 3. Thickness - not less than six (6) inches. 2" STONE= OR PROFILE REGYGLED GONGRETE 4. Width - twelve (12) foot minimum, but not less than the full width at points 50' MIN COMMERCIAL where ingress or egress occurs. Twenty-four (24) foot if single entrance to 50' MIN REIDENTIAL site. 5. Geotextile -will be placed over the entire area prior to placing of stone. 6. Surface water - all surface water flowing or diverted toward construction entrances shall be piped beneath the entrance. if piping is impractical, a mountable berm with 5:1 slopes will be permitted. 7. Maintenance - the entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights-of-way, all sediment spilled, dropped, washed or tracked onto public rights-of-way must be removed immediately. \-EX15TINC7 8. When washing is required, it shall be done on an area stabilized with GROUND :. :`. . . stone and which drains into an approved sediment trapping device. r. 9. Periodic inspection and needed maintenance shall be provided after each I rain, 12' MIN. OR MATCH AIDJAGENT ROAD WIDTH 1 FLAN STABILIZED CONSTRUCTION ENTRANCE NO SCALE f=AVEMENT a. Hyegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in u / October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. 4 MOUNTA5LE BERM E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Cr (Ofi Tl ONAL) Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being'tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. of 5 st H. Appropriate means shall be used to control dust during construction. o � I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. . J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections o Z must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance 8 measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of PROJECT' sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. UA } K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and DRAWN B` < toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically CHECKED Z clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. _ DATE: XThe contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to ILI the Engineer/Architect for revision of the SWPPP where appropriate. SCALE: O DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE SHEET TIT Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete SWI septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor DET paving materials. & N C Waste materials-shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. SHEET NO; BIDDING & PERMIT SET S.C.T.M. NO. DISTRICT: 1000 SECTION: 118 BLOCK: 4 LOT(S): 1 1 1 (MAP 377NCE) m ON. C DWELLINGS Y 20 22 24 26 28 M 11-EL 8.9 m W/PUBLIC WATER SOT 54 li 1 14 Q► " 1 W 150' m 2 181111 1 1 IE :{ 46 0' ,2s m co U.P. 0.2N O 10 m 1 tX 000,00„ E 1 ,,. 34.3 �1 1 w o n j� 82 0.4's as.o N,� 1 ► 0 la O ,1 FD WOOD RAIL FENCE pR 0 N o; 16.6' •� Z M 0.6'3 o no y 13 U.P./14216 f J 24 �1 o o . W ry� — METER 7.e FouNDAnON Loc. o' 14.0' _ o 1 v ►w- #I 16.7 EL 15.5 � JULY 17. 2017 FLAG moo �; N WOOD 1 F+ Z 3-I I p OLE x o S7 Eps O in 7.8' -► W m^ LOT 55 5.2 EL 8.2 ~' `''F .• qsp i, N GF 18.7 I ^ w 9.E QCT DR/ AY ! 1 35.3' " 1 1, aO.N TIMBER JET ? 22 11 1 EL 9.4 O 2. I 91.40- CSPIKE �16 20 e 1 g EL 14.2 1 -4 CCO Z o. MON• 1 wFD U !� 1RF� p►G UNE I S C _��, STK FD DISTANCE) jkl CTS o11 o 14 10.1, (MAPl� 3 S 8200'00» y� ,! �- FENCE O/L (� FOUNDATION LOC. 07-17-17 I� � 0.9' WOOD RAIL DWELLINGS ® REVISED 07-25-16 I MON FD W/PUBLIC WATER 6 REVISED 09-30-10 pT 15o L 5 ELEV. 15.5 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS I OL BROWN 0 4' AND OR DATA OBTAINED FROM OTHERS. ANDY LOAM f BROWN AREA: 38,692.79 SQ.FT. or 0.89 ACRES ELEVA77ON DATUM. NAVD88 SM LOAMY SAND 2'1 UNAUTHORIZED,ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY O MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN L0 BROWN ONLY TO THE'PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON SC ^ FINE LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. CLAYEY 3.2' `t SAND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED(TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS TUTKILL ROAD — AND/OR SUBSURFACE STRU&3URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY V 1 1 PALE SURVEY OF: LOT 55 CERTIFIED TO: 7325 NASSAU POINT ROAD LLC; SP MEDIUM MAP OR NASSAU POINT CLUB PROPERTIES, INC. SAND (AMENDED MAP A) SECTION B D FILED: OCTOBER 4, 1919 No.745 ryl WATER EL 0.8 SITUATED AT: NASSAU POINT 0 il AUG - 1 2017 SP PALE MEDIUM 2.3' TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SAND _17' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design $UII,DBNG DEM 07-20-17 �{ , i P.O. Bog 153 Aquebogue, New York 11931 K.WOYCHUK LS PHONE (631)298-1588 PAX (631) 298-1588 TOWN OFSOUMOLD FILE # 10-95 SCALE: 1 =30 DATE:SEPT. 22, 2010 yN.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Henneepy & Kenneth IDL Woychuk I REVISIONS ! -- - - SITE DATA SUFFOLK COUNTY DEPARTMENT OF+iEALTH SERVAM E SCTM# 1000.116-4-1 j PROPERTY: 7325 Nassau Point Rd AFPROV AL OF CONST RUCTED t! ORKS FOR ADDRESS Cutchogue,NY 11935 OWNER. Jeff.and Jaime Abrams A SINGLE FAMILY Y RES►DEiJCE 230 West 78 th Street,12 A Lie::! / Q 6q- Dat(- New York,NY 10024 Dat(- MAY t2 1 2010 H.S.Ref.No. & CJ 1 ( SITE: 41,817.6 SF=0.96 AC { ZONING: R-40 The se'V disposal Wd water supply facilities at this location haws been SURVEYOR: KENNETH M CK I LAND SURVEYING . 11 BOX 153 Inspect it andW cerb'W by this t?epartntent or other,2g2t?CIES and found t0 AQUEBOGUE,NY 11931 P! savdawy FOR A MAXIMUM%F_(fo BEDROOMS. LICENSE#050882 DATED 07.25-16 _ Z Craig Knepper, P.E., Chief C IS" .D W Office astewater Inagement 0 �k { 1 U 209 FF,CO. H L SERVICES o 06FFiCE Off'WAWEFIATER aeq. o 0 0 D. U) 1 z 04 P 377 WATER LINE 1 1 O 1 LITTLE WATER wETER ?, 1;� ', �: PECONIC y a. W — 1Q 1 �, 1 Jam• oo_ 0" BAY BAY W � TERRACE: I� EXIST r I 2 W. E: POOL 1 DECK a r• s RESIDENCE i �. �E OF N w N y• V 1, 1 CO o C. s Y0 LEANouT - 1 ESEAGH io - ST - j� 1 - MgER JET(Y tv 19� 1� 97 T78350- NO. NASSAU of PRIVEWAY 1 1605 POINT �a, PARK I ; 3 ' AWN BY R UT ROAD = cotA � D B _ res DATE: 5/2/18 { - - SCALE: 1"-30'.b" p -= INSTALLED 5EPTIO SYSTI=M'; EXI5TIN6 EIUILDING STiZ1JG SHEET TITLE - INSTALLED IWO ISAL SEPTIC,TANK MT) co SITE PLAN Z -(2) V VIA x V HIGH MACHINE,POOL(LP) N °.°°„w DD+ Sat° JUL 1 8 2018SITE PLAN SHEET NO: ' SCALE: 1"= 30'-0" BUMDING DEM TOWN OF SouTHOLID SCDHS AS BUILT REF # R10-16-0074 t , REScheck Software Version 4.6.3 Compliance Certificate Project THE ABRAMS RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: - Single-family Project Type: New Construction Conditioned Floor Area: 5,257 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7325 Nassau Point Rd Jeff and Jaime Abrams Tom Samuels Cutchogue, NY 11935 230 West 78 th Street, 12 A Samuels and Steelman Architects New York, NY 10024 25235 Main Road Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com Compliance: trade-off Compliance- 6.2%Better Than Code Maximum UA: 1562 Your UA 1465 Maximum SHGC: 0.40 Your SHGC: 0.18 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 Gross Area Cavity Cont. Perimeter Floor 1: Slab-On-Grade:Heated 954 20.0 0.767 732 Insulation depth: 2.0' Floor 2:All-Wood J oist/Truss:Over Unconditioned Space 1,233 22.0 7.0 0.032 39 Floor 3: Slab-On-Grade:Heated 60 20.0 0.767 46 Insulation depth: 2.0' Ceiling 1: Flat Ceiling or Scissor Truss 255 30.0 7.0 0.028 7 Ceiling 2: Flat Ceiling or Scissor Truss 1,994 30.0 7.0 0.028 56 Ceiling 3: Flat Ceiling or Scissor Truss 60 30.0 7.0 0.028 2 Wall 1 basement north:Wood Frame, 16" o.c. 358 19.0 7.0 0.041 15 Window 1:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.19 Wall 2 basement south:Wood Frame, 16" o.c. 358 19.0 7.0 0.041 12 Door 1: Glass 18 0.450 8 SHGC: 0.02 Door 2: Glass 17 0.450 8 SHGC: 0.02 Door 3: Glass 20 0.450 9 SHGC: 0.02 Wall 3 basement east:Wood Frame, 16" o.c. 405 19.0 7.0 0.041 17 Project Title: THE ABRAMS RESIDENCE Report date: 02/06/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Abrams\Building Page 1 of 3 Permit\Res Check.rck Gross Area Cavity Cont. Assembly or R-Value R--Value U-Factor UA Perimeter Wall 4 basaement west: Wood Frame, 16" o.c. 405 19.0 7.0 0.041 14 Window 2:Wood Frame:Double Pane with Low-E 5 0.350 2 SHGC: 0.19 Window 3:Wood Frame:Double Pane with Low-E 5 0.350 2 SHGC: 0.19 Door 4: Glass 60 0.350 21 SHGC: 0.19 Wall 5 basement south.Wood Frame, 16"o.c. 77 19.0 7.0 0.041 3 Wall 6 basement north:Wood Frame, 16" o.c. 77 19.0 7.0 0.041 3 Wall 7 first floor north:Wood Frame, 16" o.c. 442 22.0 7.0 0.039 14 Window 4:Wood Frame:Double Pane with Low-E 47 0.350 16 SHGC: 0.19 Window 5:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC: 0.19 Window 6:Wood Frame:Double Pane with Low-E 20 0.350 7 SHGC: 0.19 Wall 8 first floor south:Wood Frame, 16" o.c. 442 22.0 7.0 0.039 14 Window 7:Wood Frame:Double Pane with Low-E 47 0.350 16 SHGC: 0.19 Window 8:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.19 Window 9:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.19 Window 10:Wood Frame:Double Pane with Low-E 16 0.350 6 SHGC: 0.19 Wall 9 first floor east: Wood Frame, 16" o.c. 685 22.0 7.0 0.039 14 Window 11:Wood Frame:Double Pane with Low-E 46 0.350 16 SHGC: 0.19 Window 12:Wood Frame:Double Pane with Low-E 33 0.350 12 SHGC: 0.19 Door 5: Glass 64 0.350 22 SHGC: 0.19 Door 6: Glass 125 0.350 44 SHGC: 0.19 Door 7: Glass 64 0.350 22 SHGC: 0.19 Wall 10 first floor west:Wood Frame, 16" o.c. 685 22.0 7.0 0.039 20 Window 13:Wood Frame:Double Pane with Low-E 53 0.350 19 SHGC: 0.19 Window 14:Wood Frame:Double Pane with Low-E 4 0.350 1 SHGC: 0.19 r Window 15:Wood Frame:Double Pane with Low-E 21 0.350 7 SHGC: 0.19 Window 16: Wood Frame:Double Pane with Low-E 21 0.350 7 SHGC: 0.19 Window 17:Wood Frame:Double Pane with Low-E 53 0.350 19 SHGC: 0.19 Door 8: Glass 28 0.350 10 SHGC: 0.19 Wall 11 second floor north: Wood Frame, 16" o.c. 309 22.0 7.0 0.039 11 Window 18:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.19 Window 19: Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.19 Project Title: THE ABRAMS RESIDENCE Report date: 02/06/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Abrams\Building Page 2 of 3 Permit\Res Check.rck Gross Area Cavity Cont. Perimeter Wall 12 second floor south-Wood Frame, 16" o.c. 309 22.0 7.0 0.039 11 Window 20:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.19 Window 21:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.19 Window 22:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC: 0.19 Wall 13 second floor east:Wood Frame, 16" o.c. 523 22.0 7.0 0.039 15 Window 23:Wood Frame:Double Pane with Low-E 42 0.350 15 SHGC: 0.19 Window 24:Wood Frame:Double Pane with Low-E 4 0.350 1 SHGC: 0.19 Window 25:Wood Frame:Double Pane with Low-E 42 0.350 15 SHGC: 0.19 Window 26:Wood Frame:Double Pane with Low-E 4 0.350 1 SHGC: 0.19 Window 27: Wood Frame:Double Pane with Low-E 42 0.350 15 SHGC: 0.19 Wall 14 second floor west:Wood Frame, 16" o.c. 523 22.0 7.0 0.039 16 Window 28:Wood Frame:Double Pane with Low-E 37 0.350 13 SHGC: 0.19 Window 29:Wood Frame:Double Pane with Low-E 4 0.350 1 SHGC: 0.19 Window 30:Wood Frame:Double Pane with Low-E 42 0.350 15 SHGC: 0.19 Window 31:Wood Frame:Double Pane with Low-E 4 0.350 1 SHGC: 0.19 Window 32: Wood Frame:Double Pane with Low-E 37 0.350 13 SHGC: 0.19 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 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name- itle Signature Date Project Title:THE ABRAMS RESIDENCE Report date: 02/06/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Abrams\Building Page 3 of 3 Permit\Res Check.rck s W Moz m% FH FIER 0 NQA 0 JL o �z TR J-LL J-LL III III III III III J-LL IE d- a (Y) rl"T M-OOK+26ml PIRST rLeXft I I Lj I t- 0 - I Lu 0 '6 -R Z".. O AREA BETWEEN Ist FLR 4 GRADE PLANE= 255 sf ... afRAM M-AM AREA E3F-TAEt=N Ist FLR GRADE PLANE 105 sf cl) �- a co El > cl) 0 < z9z L0 N ti 771 Llfliwvr Mom 08 Z. rql"T Mom b >; :: � W -i u LU z 6 V." GRAD!FLAW 'o >0 LU & ORAM-PLAM C4 0 two U� 0 Lu. N Z: 6 AREA BETWEEN Ist FLR GRADE PLANE = 645 sf < AREA BETWEEN Ist FLR $ GRADE PLANE = 527 sf cl) cl)- TOTAL LENGTH EXTERIOR MALL OF RF-SILENCE = 221 ft TOTAL AREA OF EXTERIOR NALL : C:;7F-.,ADE PLANE TO 15t FLR = 1 ,511 5f AVERASE Dl1�EN510N FIRST FLOOR AE30\,i/F- r3RAI�E PLANE = I /E'IY221 = 5.�5 ft < 6 .0 ft (MAX.) PROJECT NO: 1605 DRAWN BY: UT CHECKED BY: TS DATE: 11/22/16 SCALE: 1/8 wl = 1' - 0" SHEET TITLE: OF C. 0 SHEET NO: L41 5-as TOP OF EXISTING GRADE LOT COVERAGE TABLE DRAINAGE CALCULATIONS IISITE CA5T IRON FRAME AND COVER TO SITE AREA TOTAL: 41,811 5f AREA OF RESIDENCE (DW-A) SCTM # 1000-118-4-1 GRADE (AS REQUIRED) DRY WELL AREA x RAINFALL x RUNOFF FACTOR TRAFFIC, SLAB (SEE (DN-A) 1,104 SF x (2/12 FT.) x 1.0 = 284 GU. FT. PROPERTY: 7325 Nassau Point Rd STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE U5E: (2) 8' DIAMETER x 6' HIGH POOL ADDRESS Cutcho ue NY 11935 PLANS FOR LOCATIONS) 9 HOUSE: 2,30-7 5f 5.51% 2,2�q 5f 5.4q% (2) 8' X 6STORM DRAIN RING = 506.9 CU. FT. PROVIDED REQUIRED OWNER: Jeff and Jaime Abrams SHEDS: 20-7 5f 0.50% 20-7 5f 0.50% 506.9 GU. FT. > 284 GU. FT. 230 West 78 th Street, 12 A PORCH: O 5f O% 780 Sf 1.87% New York, NY 10024 _ DECKS/STAIRS: X15-7 5f 2.24% 852 sf 2.03% AREA OF RESIDENCE (DW-B) _ SITE: 41,817.6 SF = 0.96 AC _ -� WIRE FENCE W/ s� TERRACE: O Sf o o DRY WELL AREA x RAINFALL x RUNOFF FACTOR ® ® ® ® ® ® ® ®JE FILTER CLOTH O/o 2 345 sf 5.60/0 0 ® ® ® DRAINAGE BASIN FOR POOL: O 5f O% 800 5f I.1 f29 (DA-15) 1,587 SF x (2/12 FT.) x 1.0 = 265 CU. FT. ZONING: R-40 U5E: (2) S D I AMETER x 4 H I GH POOL Q z � ® ® ® ® ® O SIZES SEE SITE PLANS FILTER CLOTH MIN. 6 DRAINAGE TOTAL: 5,451 5f 8.25% -7,285 5f 1'l.41% (2) 8' X 4' STORM DRAIN RING = 337.8 CU. FT. SURVEYOR: KENNETH M WOYCHUCK J 5' min ® ® ® ® ® ® ® � > BELOW GRADE FLoW P ND SURVEYING z ® ® ® ® ® ® ® ® w BACKFILL MATERIAL F 33�81CU.�T. > 265�G� FT. O BOX 153 LU ® CE ® ® � D_ TO BE GLEAN SAND AQUEBOGUE, NY 11931 Z Cj ® ® ® ® ® ® � ® AND GRAVEL '�O/ ;" \//�\��\/� AREA OF DRIVEWAY DW-C LICENSE #050882 .. ® ® ® ® ® ® EK ® /� / DRY WELL AREA x RAINFALL x RUNOFF FACTOR DATED 07-25-16 LL! Uj TEMPORARY STORM WATER (DW-C) 2,596 5F x (2/12 FT) x 0.9 = 389 GU. FT. ELEVATIONS ARE REFERENCED � RUNOFF CONTROL MEASURE USE: (2) 8' DIAMETER x 8' HIGH POOL TO N.A.V.D. 1989 DATUM 0 "Ey GROUND WATER - - - - - EROSION & SEDIMENT CONTROL DETAILS (2) 8' X 8 STORM DRAIN RING = 675.6 CU. FT. LL O MANENT STORM WATER NO SCALE PROVIDED REQUIRED O V 65. 6 GU. FT. > 389 GU. FT. PER Z AREA OF DRIVEWAY (DW-D) RUNOFF CONTROL MEASURE LOCATION M A` r DRY WELL AREA x RAINFALL x RUNOFF FACTOR O STORM D RAM NAG ER I[WG TYP I CAL (Dw-D) 2,166 5F x (2/12 FT.) x 0.9 = 525 GU. FT. I"'- V 1 USE: (2) 8' DIAMETER x 4' HIGH POOL Mud ro�dwaters ' ` Q Creek owes v NO SCALE (2) 8' X 4' STORM DRAIN RING = 35?.8 CU. FT. afe PROVIDED REQUIRED m�° R M O 537.8 CU. FT. > 525 GU. FT. c' NEIGHBORING RESIDENCE MECHANICAL EQUIPMENT FOR RESIDENCE RJJ Properties LLC o e� Z L C/0 Richard A H0 stmann /uj Z TEMPORARY STORM WATER RUNOFF CONTROL 7225 Nassau Point Rd Peconic Bay O MEASURE PROPOSED SILT FENCE DURING 1000-1 1 1 -15-12 SEE SITE to�R � 1 a CONSTRUCTION NEW RETAINING WALLS SEE a `� N`•° 1 NEW UNDERGROUND ELECTRIC ENLARGED 517E PLAN �. AND UTILITY LINE DRAY I^I�I Nr_5 #2 PROP05ED NEW UNDERGROUND DRYWELLS FOR 5TORMWATER !d RUNOFF FROM BUILDING STRUCTURES EXISTING HOUSE TO LL! Q NEW DRAIN CONNECTED TO NEW BE DEMOLISHED 1 DRYWELL Z LO LOCATION OF EXISTING SANITARY -�" 1. 377 0 o^ CNII SYSTEM TO BE ABANDONED - FILLED ��� 1 o M IN OR REMOVED AS REQUIRED LIMITS OF CLEARING AND LAND '�� 24 2 28 o <DISTURBANCE +/-20,900 SF NEW RETAINING WALL5 SEE 20 2? , ----, 1 LINE OF EXISTING BULKHEAD tS� ENLARGED POOL PLAN i EXI5TIN6 OVERHEAD m O EXI5TIN5 UTILITY POLE 18 DN �� 1' LITTLE TEST HOLE ELECTRIC ?SND UTILITY LINES p PROPOSED NEW I 0 1 UNDERGROUND WATER LINE �� P` NO SCALE n� PECONIC EXISTING UTILITY POLE PROPOSED BOOL _ - i u „-_ A E-"-���- � \\ I �� I� BY K. WOYCHUK LS EXISTING WATER METIER EQUIPMENT r I 6 1 BAY TEST HOLE DATA 7/20/16 ELEV. + 15.5 I N R - PR POS LL S COL EQUIPM - EW TERRACE : �:�'::;::. ::•: 7�?•�'.''•''.�' •':'�:�:'�: II I J 1zO p 0 5E I D � r TEMPORARY STORM WATR,= 0.4 FT. BROWN AND Y LOAM OL , E D'OQ AT RDE RUNOFF CONTROL MEASURE 82 NEW CH TERRACEP OPOSEDSILT FENGEDURI G BROWN AND 2.5 FT. BROWN D SM _r- � CONSTRUCTION 06 z PROPOSED �DW NEW POOL : BROWN FINE cn Q _ C, o 20 x40 .......: :•::�:��:��:�::�:::; /:: :•:::, � :'�::::::::.:: � �-- 5.7 FT. CLAYEY SAND SC I 16- _ EX15TING BUILDING STRU�TURE oa oM+ 55 or .; ..::::•:::.;:•;;:•;::•;:•;:•; Q : %kj::i:::.:;;;:: `. 1 EXISTING BEACH 5TAIi�S 14.7 FT. PALE MEDIUM SAND SP w W z W Q �� 1 = Q Z LL 1 } ... 1J ^ �;; •ii:�r:•:titin{{•:{•:f:•?:i'�?4:'•'•i:rr::•••• � � W� U W rn N - 5 N :. & T WATER IN M e 1 FEND : , ...?' :# �.. ., .............•-,:::::.......... PALE MEDIUM SAND a N c� EXISTING u ;:: ti. .ti ' .......... :::::::: 0 17 FT. SP � w- N = M PROPANE TANK - ASPHALT :::. , ? ?:::::::::::.::.:::::::::: ASPHALT BEACH 1 ►� COMMENTS: WATER ENCOUNTERED _. \ ATE UNDERGROUND NEW ? ............................................... r� DRIVEWAY ?:.......i��: ............................................:��:��:..................� I ....:.. � � 14.7 BELOW SURFACE, ELEV 0.8 ASPHALT :::::':::: ::: ::: : :: : . . .. . ::::..;.... "15' � 1 V LP ST PARKING :::..:::: 5E-rgp,GiG P ER JET tq cA- - AREA ::'f':'>:• : ...:..::::::::•.:..:.... DW 5UL{<HE TIMg ............................................ EXISTING NEW = ::.::::...... ASPHALT D ASPHALT 7 NA SAU - PAVING PAVING 39 P INT F S XP LP G B \'`. \'`, 2 2 15 G R AD ` ` 20 A O16 EXISTING BEACH STAIRS NOTES: tY I N- I A E NO 5TAGING OF CONSTRUCTION EQUIPMENT AND EXISTING DECK REDUCED TO RUNNING MACHINES WITHIN 25 FEET OF TOP OF BANK. - - N .�►�� 12x8 . EXISTING PILES TO NO EQUIPMENT TO BE STORED OR RUN FOR LONG 1 p -� REMAIN IN PLACE Cy .rn.1 m , PERIODS OF TIME WITHIN 40 FEET OF THE BANK. I�d �b 0 < � d � Civ 83�., C ' C� -{ rn = TEMPORARY STORM WATER RUNOFF ""r"-"; ° •° -s; m•~•" , �p Ili PROPOSED NEW UNDERGROUND 7��� XI5TINS DRIVEWAY TO REMAIN CONTROL MEASURE PROPOSED SILT Fo �cN DRYWELL WITH METAL INLET ND ENLARGED AS SHOWN FENCE DURING CONSTRUCTION FI:(Ji�1BEFi CERTIFICATION �Iu100,00„W EXISTING SHED GRATE FOR STORMWATER IQ 14 SB2 (IN LEAD CONTENT BEFORE pLp,CAR©INa RCQO�RED PROJECT NO: 1605 z j RUNOFF FROM DRIVEWAY PROPOSED NEW NDER&ROUND PROPOSED NEW UNDERGROUND DRYWELLS [_ w SURFACE TYPICAL DRYWELL WITH M TAL INLET &RATE FOR 5TORMWATER RUNOFF FROM CER17FI �1TEOFOCCUPANCY TRUSS XIZ -I w FOR 570RMNATE RUNOFF FROM BUILDING STRUCTURES TYPICAL SOLDER USED IN WATER APPROt� �': �`�s.f DRAWN BY: UT wl-i - Z LOCATION OF EXISTING DRYWELL DRIVEWAY SURFA E TYPICAL LIMITS OF CLEARING AND LAND $ ► J�- B.P.# TO BE ABANDONED - FILLED IN S�pP�YSYSTEM CANNOT � - CHECKED BY: -1 OR REMOVED AS REQUIRED DISTURBANCE +/-20,900 SF F�?' �ED 2/10 OF 1/o LEAD. DATE-._.3- n 5TAG1 D PROPOSED FEE: y11 B TS ~ ONGRETE WASHOUT AREA NOTIFY BUILDING DEPART .ENT AT PROP05ED NEW SEPTIC SYSTEM PLUMBING DATE: FOR A 5 BEDROOM RESIDENCE ALL PLUMBING WASTE 765-1502 8 AM TO 4 PM FOR THE 2117/17 - 1500 GAL SEPTIC TANK (5T) NEIGHBORING RESIDENCE - CLEANOUT &WATER LINES NEED FOLLOWING iPdSPECTIO : SCALE: N/O/F TESTING BEFORE COVERING 1. FOUNDATION - TWO REQUIRED - (2) 8' DIA x V HIGH LEACHING POOL (LP) Drews Michael R, Drews Robin S �+ FOR POURED CONCRETE 1" = 20' - 0" RESIDENCE: - FUTURE LOCATION FOR (1) 8' DIA x 8' 7425 Nassau Point Rd COC�UPANCY OR 2. TOUGH FRAMING 8.. Pl._UMBING SHEET TITLE: 1000-118-4-2 3. INSULATION FIRST FLR EL 25.86 FT HIGH LEACHING POOL (EXP) Usr IS UNLAWFUL. 4. FINAL - CCNCOMPLET STRUCTION MUST GARAGE FLR ELEV +115.7E FOR GRADE LINE ELEVATION 15.0 FT ' I-HOOT CERTIFICATE ALLB CONNSTRUCTION SHALL MEET THE CLEANOUT REQUIREMENTS OF THE CODES OF NEW GRADE LINE ELEVATION 715.0 FT. OCCUPANCY SITE I MIN. 2 MAX. O� "COU " -�O� '. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLAN I/4"/FT MIN 18 /FT MIN TOP OF POOL 12.45 FT 1 r, II SEPTIC EAGHIN DO NOT PUNTIL D Vr�TN I . _ . ., �r TANK -., .. , (�I FRAMING UNTIL SURVEY , `,,:, ', _ ;'• ^ ";+�':jJ„�I � r P L A^ In 0 ,;0!; : IE. +14.0 IE. +12.24 BOT OF POOL 4.45 FT OF FOUNDATION LOCATI01 , ; ,,, I I I oo SCALE: 1" = 20'-0" �� �,,,_:�,�� , � : .I,. ...J _ IE. +12.74' IE. +12.12' C�sJ )C"" r GROUND WATER o.8 FT HAS BEEN APPROVED. �`� �'��0'`'"'' �•P`'' �' u-1^ , SHEET NO: 50' MAX 3' MIN .�o il�•.,{,,�.,K..", .._..__._��__.._.•.-�OLITNOLGTO;fi,'"�ZBn, I y SEPTIC PROFILE ,, :. .. .. ._.. _ . �� __ �- I y,�.r r, (N.T.S.) BIDDING & PERMIT SET GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE BLUESTONE COPING I�" THICK, 12" WIDE, Development activities for this project will consist of: PROVIDE 24" LONG TIMBER ANCHOR GRADE 30" LONG ON TOP OF CONCRETE SPIKED AT EACH DEADMEN RETAINING WALL 1. Installation of temporary erosion control measures (silt fence barriers) 2. Clearing of trees and brush in areas shown on Site Plan REINFORCED GONG RETAINING WALL W/ 3. Demolition and removal of the existing building and septic system PROVIDE 48" LONG DEADMEN AT SFT 2#4 @) 12"HORIZ. AND 2'#4 12" VERT. �- OG STAGGERED EVERY THIRD TIMBER 4. Excavation for a new building foundation and swimming pool z COURSE GRAVEL I" THICK STUCCO FINISH 5. Construction of a new foundation and swimming pool PROVIDE 6x6 PTL TIMBERS DRAIN 6. Construction of the new residence LU W 36 GRADE GRADE 7. Site grading from the public road to the area around the proposed building and swimming pool HEIGHT VARIES 36" MAX a 8. Construction of underground electric and utility lines from the utility pole to the new building O PROVIDE 12" LONG GAL 5TL0 9. Construction of a new underground water line from the new on site well to the new residence _ SPIKES AT 24" 5PAGING AT a ALL TIMBER GouRSEs - 10. Installation of the new septic system (, 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 on this sheet PROVIDE TWO FULL COURSES 9 OF TIMBERS BELOW LOWEST 12. Installation of underground piping from gutters and downspouts to the drainage structures UJ FINISHED GRADE TYPICAL V GRADE 13. Filling and grading of soil above drainage structures i PROVIDE REBAR 24" LONG C() 2'-2" 14. Construction of new terraces and walkways 15. Construction of new driveway and parking areas including grading and driveway surfacing FROM FIRST TIMBER INTO Q GRADE O 8" rHK 16. Installation of new landscaping plants, lawns GRAVEL PROVIDE GRAVEL FILL 17. Removal of the temporary erosion control measures DRAIN 8" DEEP I6" WIDE REINFORCED GONG FOOTING W/ I-- �y #4 ® 12" O.G. AN1D 5#4 CONT. Z • • a SITE DATA - Site Area: 41,817.6 SF = 0.96 AC O 0 Soil Classification: See test hole Receiving Waters: Little Peconic Bay < O O D R TAI I GWALL DETAIL CONCRETE WALL AIL Contractor: N/A NO SCALE NO SCALE POLLUTION CONTROL MEASURES Q Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment LO control measures including, but not limited to, the following shall be employed during construction: N ti A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shalll remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 50' MIN COMMERCIAL 1. Lime to ph 6.0 50' MIN REIDENTIA L 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) °� Z' c. Seed Mixtures co Q• " STABILIZED CONSTRUCTION ENTRANCE NOTES: ° r EXISTING 1. Temporary seedlings ,� �, o � A EXISTING a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) w J o ° GROUND PAVEMENT . W z x 1. Stone size - use 2 inch stone, or reclaimed or recycled - b. Certified Aroostook winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in a Z < concrete equivalent. October/November. M Lu- 0 M = o 2. PerLu manent seedlings - See Landscaping plans na " " 2. Length - not less than 50 feet (except on a single residence lot where 30 D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from Q - foot minimum length would apply). 117-7-1111-111-i 1 17 ,11 IT ,71 I _ cleared slopes. FILTER `-MOUNTABLE BERM E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems,. N N' 3. Thickness - not less than six (6) inches. 2" STONE OR PROFILE CLOTH (OPTIONAL) Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until RECYCLED CONCRETEJ construction is complete. 4. Width - twelve (12) foot minimum, but not less than the full width at points F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The where ingress or egress occurs. Twenty-four (24) foot if single entrance to 50' MIN COMMERCIAL construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be site. 50' MIN REIDENTIAL removed or cleaned on a daily basis. 5. Geotextile -will be placed over the entire area prior to placing of stone. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be C C. r. protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. 6. Surface water - all surface water flowing or diverted toward construction ' I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be entrances shall be piped beneath the entrance. if piping is impractical, a cleaned and flushed as necessary. mountable berm with 5:1 slopes will be permitted. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections 7. Maintenance - the entrance shall be maintained in a condition which will must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance prevent tracking or flowing of sediment onto public rights-of-way, all : . : .. z measures are to include, butar, a not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of PROJECT NO: w 1605 sediment spilled, dropped, washed or tracked onto public rights-of-way sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. must be removed immediate) W K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and DRAWN BY: Y . . } EXISTING :.. toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as UT 8. When washin is required it shall be done on an area stabilized with GROUND - CHECKED BY: 9 gshown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically roved sediment trapping device. TS stone and which drains into an approved pp g z clean up any debris accumulated along the tempora►y fence and empty the dumpsters regularly. DATE: %7/17:. 9. Periodic inspection and needed maintenance shall be provided after each The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to rain. 12' MIN. OR MATCH W SCALE: the Engineer/Architect for revision of the SWPPP where appropriate. NTS ADJACENT ROAD WIDTH p SHEET TITLE: PLAN DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete SWPPP septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and DETAILS siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor STABILIZED CONSTRUCTION ENTRANCE 10' MIN. paving materials. & NOTES 2 NA SCALE Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. SHEET NO: BIDDING & PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS HOT STRUCTURAL REVIEN B`I' STEVE MARE50A, PE FOR NALL OPEN I NO PROTECTION OF 120 MPH 5-SECOND N I ND GUSTS 158-0- /NEST M,,ONTAUK �H I C�� NA--r, HAMPTON 5A-1`5, �lY I I c14 ( MAXIMUM MEAN ROOF HE I C HT: 559 SIMPSON LSTA - 20 GAGE PHONE 651 -728 cl4e50 RIDGE STRAP - ALL ROOF RAFTERS a � 2 x b TIE ® EACH RAFTER USE/OCCUPANCY r \ IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: v ICE SHIELD UNDERLAYMENT S I N&LE FAMILY RES I DENT I AL SHUTTER ASSEMBLY I ` , REQUIRED - 24 FROM EDCE DE51 GN IN ACCORDANCE WITH AMERICAN N.T.S. oil' ° FOREST PRODUCTS WOOD FRAME FOR PANEL"SPANS: O < 4'0 WIDE SPAN 00 II ` � \ HEIGHT PRESCRIPTIVE METHOD CONSTRUCTION MANUAL FOR I + 2 FAM I LY HOUSE 23/32 (3/4 ) APA SPAN-RATED 48/24 SHEATHING GRADE PLYW D (OVERLAP AROUND OPENINGS 4'9 I 1 ° AALTERNATE LTERNATE CLIP P051TION OF 3�j'-0 II MAXIMUM ASSEMBLY: I-' I I SIMPSON A3 GROUND SNOW LOAD - 45 P5F. >- ATTAGHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSP. L.L. Z #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 P5F. L.L. LL! WOOD SCREW a I6" O.G. I SIMPSON H2 HURRICANE BEDROOMS - 30 P5F. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I a - CLIP NAILED. STUD. WIND SPEED - 130 MPH #10 TEE NUTS ATTACHED TO BLDG. w/ #110x1-1/2 ( W/ WASHERS) I I FIRE AREA 0 MACHINE BOLT a 12" O.G. TYPICAL ALL RAFTERS a�-' i 5 - Sd TAILS SAGA ETD RESIDENCE: X SEISMIC DESIGN CATEGORY - B 0 WEATHERING - SEVERE Z APA RATED PLYWOOD TO FROST LINE DEPTH - 36" 0 v a EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS a 4" O.G. AT \ - I EXTERIOR HEAT oR EDGE OF ALL TERM I TE - MODERATE TO HEAVY D •'' . 1 G. TYPE OF CONSTRUCTION DECAY - SLIGHT ICE SHIELD ELD UNDERLAYMENT REGtU I RED - YE5 GON��NTI OVAL LIGHT I=R�4M� V�1001� Q CONSTRUCT 10 N p I1 F_ LTIPLE SECTION ASSEMBLY: I 1/4" THICK BOLTS @ 2' 00 Z GENERAL NOTES o I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I 1 I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE 1 I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. (n TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I I I SIMPSON MST2MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. Q 1 1 i t I i I I "1 `I 1 1/2" WIDE - 20 6A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Z I I I I METAL STRAP ®48" ON. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. N If, I� 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE M SHUTTER ASSEMBLY 11 1 ' I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. ti N.T.S. 1 I I I 2 STUDS x b ®I6" o.N. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I I 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE I , I I , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER &FAN I I Idj FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I I VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS ® 24" OGI - AROUND SILL PLATE 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT °L II II FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 1 I SIMPSON MST2-1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYWOOD TO 2)<4'5: # 10x3" (w/ WASHERS) GALVINIZEI� OR I I 1 1/2" WIDE - 20 CASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP *48" Oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I�' CONCRETE SLABS TO BE COMPACTED TO g5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING To SILL PLATE #10x3" (w/ WASHERS) GALVANIZED' OR STAINLESS STEEL " 8d NAILS a 4" o.C• RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z WOOD SCREW @ I6 O.G. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND � Q rn i r 2 - #5 REBAR `< '�: ON EACH LEVEL OF DWELLING AS REQUIRED BY ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: .. ...:. •2 x b SILL PLATE r Z. :: A:Q TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER Y #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) NEW YORK STATE BUILDING CODE. .J MACHINE BOLT @ 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE a M SEE FOUNDATION DWG. p O -:.X:;�:.,t: MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. E- �- FOR DESIGN. _,,; .;,:}.., 518 x 12 A.B. ®48 oN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO uj X I i, w' FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL t AN EXISTING DWELLING REQUIRING A BUILDING PERMIT w iFZw'L WINDOWS GLAZED OPENING NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE � w i v w PENETRATIONS M E z HOUSE BE UPGRADED WITH HARD WIRED PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. � v IN ACCORDANCE MISSILE TEST OF Q. PROVIDE FLASHING AT ALL ROOF BREAKS, Q N=o GE WITH LARGE MISS L CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • N p 4 ASTM E IcIcIb AND OF ASTM 1886. pm AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY Q �- i CONTRACTOR MAY USE WOOD STRUCTURAL PANELS STRUCTURE DESIGN. U erV, IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN '�' SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. N i m HARDWARE PROVIDED. FASTS ER PANELS TO BE PRECUT TO FIT OVER BE DESIGITH NED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MAIITH NTAINED ON SITE HEADER + SILL PLATE. 5HALL COMPLY W/N`r5BC CHAPTER #2304.c1 h FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEIL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. �p GES Fw ! G NAILINGSCHEDULE FRAMING NOTES ��. �k' N�a� P• V, �t (5T� TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GODS I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. o BETTER SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5 11 INTERMEDIATE. PROJECT NO: � h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1605 RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THICKNESS OR A5 NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. DRAWN BY: o <,IO ° CEILING JO15T/TOP PLATE 4-8d (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR, CEILING JO15T/FARALLEL RAFTER 8-I6d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION "I-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE ..:.... ....... COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4 strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED 6Y: .................." BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CABLE ROOFS TCS o Flo RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9 O AND OVER WITH CONNECTIONS. 2/17/17 TOP PLATE AT INTERSECTIONS 4o (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a o STUD/STUD 2-I66 (PAGE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES P4000-1-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 0 o TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) SHEET TITLE: 10 O X45 BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION O JOIST/S 1 LL, TOP PLATE or G 1 RDER 4-Sd (TOE NAI LED) G I RGULATI ON IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL hstairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/JOIST 2-I0d (TOE NAILED) BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 10 < 0 o ('30 0 lo° o X45° LEDGER STRIP/BEAM 4-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS.1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGERBEAM 3-I6d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS,® 4' O.N. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT H16H PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 100< o �3o o PLYWOOD ROOF DECKING 8d 04" O.G. EDGES, ®8" O.G. FIELD "TEGO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS 12" O.G.. SHEET NO: • STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE 8d NAILS a 4" O.C. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd @4" O.G. EDGES, @8" O.G. FIELD Cf. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS of PANELS IN HIi6H PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d 06" O.G. ED6E5, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE i a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. ------------------------- 5" THK. POURED GONG. FOUNDATION WALL 9; w/#5 REBAR @24" O/G EACH WAY, w/3611 tp1 / -------------------- SPLICE AND PER SPECIFICATIONS. PROVIDE y`P 8"x16" FOUNDATION WALL w/(2)#5 REBAR STEP DOWN TOP OF FOUNDATION ALONG LINE OF STAIRS TO GRADE. DOWEL SLAB FOR /' �,' / \\`.t♦" _\`\ , I I'-�2" ROUGH STAIRS INTO FOUNDATION WALL i , \ .• ;1- , .r.: '",f L3.: _ Y.tl.•Y!' is ..y :IJr.L ;x .:n, ; _ i �7 .•'3� .:s..;K Y{t}�rY,':' ::.,''- _'fir".ei-' .+:e.� h• ;`W,V'�•' ,`_ ,,u+, �w',57,- r• a,+ .,?. ..r.. �r.,,,r �.� ..,�.... '� ,*`�'CiS�,.,::�`fi.: -..'is,•.a ,�,i_R 9,a`'i`.te..c�tx+,,..niu•^rrA�.'�,�7s'aS:;�,''' .�'��=iSd 'r. : -a&iv-:^".s; xFT. � i.��y�Y..-� ,� , +_ \ -_>p`•.nr• :.�1;1}a.r eda' o. :t4... ,.1''��v:3a... . '�+ .v'�. P.y .�•.t, .'':. ,a 1t :.r.Se._ .'� ✓.1.4' iia.f «7i, ar. aY,ty�.Q:S:» :: :ntrt'�n;�•,Fa t`.a .�w;� � zfs' - - �... Z T 1- 1 I ik' CON5TRUCTI ON JO NTS I N SLAB I I I W I I FILLED AREA. COMPACT GRANULAR FILL I I I I I it PRIOR TO FORMING 4 POURING GONG. 4" PO RED CONCRETE SLAB - r>- -------------- ' O t= - ---------------=�==CJ = SLAB ABOVE j ABO , REINFORCED w/6x6, 1 , rrn>r'.„ s *♦ a " 1 <: V ' �{ry. \ , i�� as ..�i�r:}?L'<+r`�'`.y.L+�,it`#. 1!.'2'y3��4�#1¢.,: S"� .:carry:. •a. . I i�,.�'l•.yh�rMx s.t o tom. ,$'" ...•.. .y x;3i, Yr `ft, 1 AT FINISHED BASEMENT 5�'ACE5, W2.O .O WELDED WIRE MEST O ,e�j•L .,.,+?♦^('}X \ 11 I Sr.. I--_---------- -'I R:stat PROVIDE 2x4@16 WALL F MING, R-I3 I w mow, 1 e�y;z INSULATION, $ M015TURE Rt515TANT GYP. {'' .• `\ BD. FINISH ON WALL5 I POURED GONG. WALL BRACE ON FOOTING PROVIDE CERAMIC, FLUE IN CHIMNEYI �,- FOR VENTING BOILER IN APPROPRIATE i � ;Fzu '`'" -------------------------------------------+------ -------------- ---- --------------------- -------------- .� J ::; (3)II--f/8"xl-3/ " LVL ` �1 1� nR •�.. ., .:>Jt .l.' •k vl',' µY 1�; W'd •t t" .K.' }'}jam :Si" l•. .�,. t Z,' _'4•'• .y.. .'!:t'.�* +h .i.^ •:f.> p v .•..�. ',-.�y' -pie..,. '� Yi: — —�— .+,i. r.t'x•'>:�.'"1'' .. .1 rfn .yam ...i(" `�. ,. 3.l .t. -, .a •..`^'l. 'n.. .i^.' <a +,.Y t +. •.(.. n i'�1 — — .q,. .h �. -=.1'���;!-tf .••{{ �,r�, "fin:�:y�t`s. .sc viz! :ar.;ti♦'4;}:= .- !'' �c.t f ti i.. �i �+1t.'''iT` K, rt^F: r ' - 'l.'".'� tzv:_•.:. 4 ... F.i 4 .♦ cn LOCATION �?i �F: ?f't.wia:: ...'F; ;.a.•Za re;''�'.,t.3.r ��i�hr..: .c_ % :•.L.Y', kk}o..{'�•Y> .✓•r'.-*t•�i �..Z <.'"Y...'c3�r,;^r ae.�r. , i .r ; `ip t'at.�:�':....�3 . 'k,t1�.f 3.•,.;14:1. �?..,.�e.e,. .37� ,r.;v n a. �...+sl• I '.h",•:Yo- :.cxv.{tJ�'� r ,fi^ .c .»t>•... t.....,,.... y"r O °` A HWon "./% 16'-�n I I _ 2C{'-2" } LL I O I I �sr ICL j/�Ojz{C }�� AT GARAGE PROVIDE I HOUR RATED I /8 x 12 ANCHOR BOLTS @32 OG w/3x3x8/6 HOME GYM ° , 5 11 11 Q ri I J 1 O SEPARATION TO HABITABLE SPACE I I I METAL WASHER, 12 FROM EACH CORNER •�' - INTERLOCKING I u. w/'/811 T r•PE w, GYP. BD. AND RATED I :=u RUBBER TILES ON IQ '_ i ♦ INSULATED SLAB. � 4'-7/2" , PENETRATIONS, PER CODE I i ; ` ' 10" THK. POURED GONG. FOUNDATION WALL - MECHANICAL � , 1 I I .W I # " n ROOM in SEE SPECS. _ _ O i ��; I w/ 5 REBAR ®12 VERTICAL/24 O/G HORIZ., Q I , - \p I = I W56" SPLICE AND PER SPECIFICATIONS, - Z 4" THK. 15ULATED GONG. i- �I i $',_ i WLIOUID APPLIED DAMPPROOFING I ! ' to -' ' I - 21'-8 11 i SLAB INF. w/6x6, /(o W.W.M. - 3-01 Y2 � i g;,,: i N 10"x24" POURED GONG. FOOTING SET ON M I ® 3-I/2„ O.D. PIPE COLUMN ON -01 I ; I UNDISTURBED 501L w/(3)#5 CONTINUOUS rr i i OIL TANK I 30"x30"x12" POURED GONG. ti I i }S i REBAR u� i I 13-10 FOOTING w/(3)#5 BARS, EACH 17'-7" °o = I -8�2 °+�o WAY (TYP.) A/� RG OIL TANK I I _c{ 1-511 ° 4 T I ULATE .A I I� r4 5-3 I ° 11 :,: Iti?x I °+ I IN 1 §;s I ^� REIN w x6, W2. O G. S.0 W.1N4.M. - - SAW U OINTS O O.G. - _ i i� _ - Oi u� ' ; m I 'Yr3 W D I I I I I I �� I 4 - -c-. __ �-- - - - = BE GH GU BIE5 1 _ __ I__ i �i 5E INTER. TI EV'S _____J ' _J L__ ri k 1 LAUNDRY �p I I I I ------ it Nvl -------- I - w AT FOUNDATION ABOVE GRADE PROVIDE -' • PVC, BOARD 4 BATTEN SIDING w/1x12 Z >�}—REGRE TION ROO LL I I ;. I ” I d I , I VERTICAL BOARDS,Y�x2 BATTENS 1x8 xl l-7 8 APB FLUSH CD ' I :{ I HORIZONTAL RAILS, TOP 4 BOTTOM 11 I I 7v;'. I cc v 4 ' T LE FLOG INC ON - _ .p I I N - m J W Z 'S x � - I ICD W PROVIDE TRENCHIN6 A5 REQ'D UNDER I ,�a. ;I INSUL TED CON . SLAB. - 1; _ -(', _______ _____ _ __c@�__ I I� Q Z w YyOpt M J ��-, SEE 5 ECIFIGA IONS - 1 I I 'u W• 0 i w � cv SLAB FOR WASTE LINES FROM LAUNDRY, I }, x x I O I , I w o a I - �0 I ,rxx I 1 SHOWER, TOILET, $ SINKS, TO MAIN I - ry O ry _ I 1 F.,., a r 0 to HOUSE SEWER 4 SANITARY SYSTEM ' r� . o 1 ry1 i WOO STAIRS N i I i i i W• N i w/5 EL AILI 6. 2'-Io" 1 i I ' Q I-• SEE DET IL - BATH AT ALL PORTIONS FRONT WALL OF ' _ I - I I � I � I -- ,f — I r-I i � � FOUNDATION 4 PIERS FOR STAIRS, ETC., �; � (A• ' - (2)LVL 1 11 PROVIDE BOTTOM OF FOOTING MINIMUM BELOW GRADE ' I 1 4' I Is 1 , f,`,�„'Sqy�r.°l.i>.,tiYr•�:r�+.l�..i'�. . 000441ir.s' �'. / f^�s.}�+M �' C .Rr ;i,♦: ''}''Lt��:k .ot�. •�nx,Y7'1;:".t: — -----_— — �!`�.+:.�.Y•y-!��::'+:'k�'..�' _ _ _ _ X _ _��_ _ �..,,♦t,,K, I �'•ye`,n` ,�4z�j',"' I I I _ _ , CMT 026 I CMT 026 1 „ , ___ _______ _ ___ _ I I I ���= r, -�1--=------ --------------- a-3y2 I 6-g" I , 1 INOSE BI ♦ GONG. HEADER. SEE `� ' - ' ' I ' SET FOOTING 36" BELOW GRADE �� %d �"c' I 1 I ' I -7 I 1 I I CASED BEAMS 4 COLUMN SUPPORT ROOF �•a F q C� DETAIL THIS SHEET cm I I ALONG ENTIRE FRONT WALL - - _ 10 1 I OVER PORTION DRIVEWAY. PROVIDE PVC, r� UD HOBE BIB ' I I I I V-GROOVE CEILING ABOVE O i1 CO GOVERE PORCH ROOM 1 i COVERED DRI VEW�Y 1 1 ( 1 CERAMIC, PAVING. SEE I I X I BENCH I -4t-+ � SPEC.. $ 51TE ENLARGEMENT I I STORAGE N I I GUBBIES I I I I 1 I I I I I I , _I CSD ARCM I - ---- -- ---------------------------- 1 F---- --------------------------------------------- ---I - - - I I 5-1/2"xII-"1/8" AP CASED BEAM I . i GONG. SLAB I 5-1/2"xII-'1/8" APB CASED BEAM I I I H - - - - - - - - ---------------- - -- ---- ------ ----I - -------------------------------------- - (4)2x6 TR. WD. POST, w/SIMPSON -i--- ----------------------------------------------i -------- 1 1 ABW66RZ POST BASE 8 SIMPSON 777 ----------------- ------------------ -------- ----btu► 02� --�1 L- -- - BC60 POST GAP. CASE w/PVC PROJECT NO: —_ —J4L 70, --------------------------------------------------- �---------� ,�--- �----Oil 1605 r ------ 1 �' DRAWN BY: I, I I , i I WOOD FRAMED EXTERIOR WALL 10 r------------I I " g II w/2x6@16 FRAMING, /8 THK. PLYWD. SHEATHING, t PVC, BOARD 4 BATTEN le TCS SIDING TO MATCH I1_ �� E D BY: (2)#5 CONTIN. REBAR �.. Z x' :+c x:;'' #3 REBAR STIRRUPS 4_4� 1. 7'-�2 -I�2 3'-8211 2'-10" i I I I __ i I 1 11 1 DATE: ;: 2 I r- -, I 2-Io 2-2 I7-4 2-IO 2/17/17 f Ifi -----I------i l i ALE: 22'-4" _ I I I _ , `11 22'-4" 1/4 " = 1' - 011 _I :a POURED GONG. ^1 I --- --- •`!.y,'• M„ `, I' .tom. I-— _'� � ' SHEET TITLE: CA #5 REBAR. EXTEND 24" PAST OPENING i' -' I `-----------�� M,Y. CONCRETE HEADER �I`5! I �--r-�--r-�-,I �• I 0N MASONRFOUNDATION ON SPREAD FOOTING F O R BASEMENT WOOD FRAMED STAIRS. PROVIDE TR. WD. SILL, 2x4l@I6" WALL FRAMING, 4 PVC, BOARD $ BATTEN PLANT P LAH 1i 51DIN6. PROVIDE IPE TREADS 4 PVC, RISERS SCALE: 1"= 1 -0" "022 1"] E H- ,,, AND STRINGER COVERS. SEE RAILING DETAIL SCALE: 1/4" = V -01" 11' L---- ---------1--L-1--I-J I ; 1 I; s SHEET NO: FINISHED SQUARE FOOTAGE= 0125 SF ---------J I I'-4'I op I BIDDING & PERMIT SET 00, 22'-11" 6'-a" 1y2 8'_81V:2 2 10'-5" :21-1111 V all r ---------------------- - 12" 12" 12" 12' 12" �4j1�' // , F A CIE ING PROVIDE BUILT-IN ROLL DOWN SCREENS ,4q i'!' VE 00 AS PER ELEVATIONS, DETAILS AND rr� ;� V- ROO FIN H �� .\ f_�\ ll SPECIFICATIONS 8 r R L 49 SG �` `�`y`� (3)2x6 CASED COLUMN w/PO5T rr Ir �`d UP TILE TREADS CLAMPS TOP 4 BOTTOM (2)2x STRO B GK �� 4->40 S€� 1€ADEM- ----- -------- ---- 2X10-1,4SED-HE-Ae€R---- -- - ------- ------ - -- - ------- ----------- ----------------- -------------------- - -- -- will I ----- - I 49 I i _J_ '0 H NCGERS - -- - -- - ---— --- -- _ _ --_ -- _- I 1 ------- ----- -- -- Z BLUESTONE PAYING ON GONG. SLAB PERTil SPECIFICATIONS. PROVIDE TREAD I �J�k� \ ry ��p I 1 I PRO IDE PVC -GROO 1 MATERIAL BORDER w/INFILL ,o ) I I SGRE NS I I I 1 - W I � _ 2x10 G. JOS T5 - _ _ _ ? I DH 245 D I"5050/1DHG 450 I I I I >; = COVERS PORCH ; ; _ V VING GUSTONb UILT-IN BENCH. 1 Ix o SEE TAILS i ry _ TIL VING i ry 1� M _ � I (V C./ (3)LVL HDR's BLOCK OUT AROUND MASONRY CHIMNEY III I i BANQUETTE I O TWO MASONRY FIREPLACES; EXTERIOR P 0 Ipso I I 4PGP 6 80 -- - GP 80 _--- -- _ -- g"xi- /4" D- _ 1 - ( I 3 VL O w/RAI5ED HEARTH. PROVIDE STUCCO FINISH r r -- ---- rT rr - 5-I/2 xlb A.P.B I I I I I I 5 1/2 x116 A.P.B I I 5 1/2 xIb A.P.BI ON ALL EXPOSED EXTERIOR MASONRY. SEE I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I «o cf) SPECIFICATIONS FOR MORE INFORMATION II I I I I I I I I I ( I I I I 1 I I I I I I I I I I I I I o (V I I I i t I I O I I I I �11�N ICAggD ORNAE TAL 1BPAM5 Z D_ I I I I (L m I I I I I I I I I I I o 1 ii I I I ABOVE. SEE TER10iR I I I 1 I I I I I I 1 1 STONE HEARTH, FLUSH w/FIN. FLOOR I I I -7 -7 I I H I ~ILL I I I ELEVI r ,TION5 1=O Z DE1AL5 I I I I I I I I I I 4'-0" a I I I I I I I I I I I I I I I I 1 II X II II X II I I II II II I 1 1 I I I I I I I I I I I I LL I 1 WOOD SHOWER ENCLOSURE FRAMED w/4x4 Q I I I ry I I I � I I I I I I I I I BENCH I I I I 1 I I I I I I I MAHOGANY POSTS w/2x4 HORIZONTAL - in O -ry FRAMING. PROVIDE BOARD ff BATTEN I I I I I I I I O - cV I I I I I I I I I I I I I I I m SIDING WOPEN GRILL AT TOP Q iv NOTE: PROVIDE ROUGH OPENING AT FIRST I I I I 1 I I m I I OI I I I I I UGIT HEN FLOOR LARGER WINDOWS SAME HEIGHT AS I I -1 1 I I I 5�2 �o = I I } I I SII// I I } dJ I I M1 WOO FLO R I I I I I I I I I I =� - PROVIDE DRAINABLE HOT/GOLD SHOWER SLIDING DOORS FACING WATER o �1 I I I I I r2 I I J I - I I LL I I �I I I I �I I I I I o I I I- A I I 1 5'-1" I I I -� 1 � 1 i I -a 1 1 1 1 I I _ I O VALVE WHANDHELD HEAD 8 BIBB BELOW Lo Q II 1 II I F I II II II II N 2 J I I r1 I I I f1 I I JI I I I I JI I I I I I I �1 -SII M N } 1 1 1 1 I I } I 1 1 1 1 } 1 1 1 1 r } 1 GONG. SLAB WDRAIN TO DRYWELL. O I I I I I I I I I J I I I I I I I I I I % = X J 1 1 I 1 1 I I I 1 1 1 rI I 1 1 �I 1 1 1 1 1 1 =I -II 1 PROVIDE TILE FINISH TO MATCH TERRACE ~ m i i m i i 1 i i m 1 i i mi i i I �1 i i i i ml i i i i i i 1 m1 fO 1 1 3 LVL FLUSHI _ _ - ++•� 11 11 m 11 � ii I ii I ii ii I II ii ii 0 p I I 1 I I (VI I I I I I 1 I I I I I 1 I I 1 I I I I I I I 1 0 (4/2x6 POST I l i a 1 1 I I I I ca ul i i 2 i i Imo- ? i i I i i I I I 12'-8 f - r —T - - - - - - - - - - - - r1j - -+— - - -+ --R '- - - - - - - �... I i „ I „I i �, l i i i i i pantry I I � - - cr _ m S3 II S PL. 3111 718 l�VL -------- ------- ------------------ -0 ---- 2x6@ I6 STUD WALL w/5/e GDX EXTERIOR I 1 = I ASED D P BEAM " O SHELF 4 POLE SHELF 4 POLE 1 _______ ________ (3)LVL FLUSH ------ - SHEATHING, 30# BLDG. PAPER CEDAR ------ ----- ------------ � = SHINGLES ------------ OPEN STAIR TO � 2 - - GL.� Gam- BA5MENT w/ TL. RAILING. ------- -------- 1 jl 1 ry C. 1 I I � 11 5E OND RAIL ------------------ PROVIDE 2 % o i i I I ATTACHED TO WALL. r 4'-1 " �ti+� CNV I a'-c��2" ----5 ---- 1 �I 22'-I" �11�i o Z• N � � � (V � _ (� Q• � ------- -------- CEDAR SHINGLE SIDING ON 30# BLDG. PAPER I I _______ ________ z I = I - - " s/8 x011' 1 } o J o y ON 5/8" PLYWD. SHEATHING ON 2x616" �I = I o+� ENTRY HL� 4 3 „ 1 a o LL co-b- fi L100R -----Z2N------ �p �p I LONG STL. ANGLES w/(3)/ M.B. I o F o } to FRAMING. PROVIDE INSULATION PER EST - 0.O ,O 6'-5 ' \NOOD -- I - EACH LEG = o W J• v 0 3 x SPECIFICATIONS GYP. BD. INTERIOR FINISH >I '� -' N Open bove ------ v 1 I "' w z w -11 _ BE ROOD O I WOOD FLOOR ------ O __S3)a-1/2" LVL w/2 Y" e" I 1- _ _ 'x � z LL WOO FLOOR m 3_4�2 1 I ? UT 2 m I STL. PL.BELOW WAL _ W! a N queen - } -~► ~ I -�1 1 �I m � W• N 0 = 1 _ DINING ROOM m ISI N M 010 S t- lym 6'-5" 1 I �I WOOD FLOOR QIP } o ry Q ~• Cl I SEE INTERIOR ELEVATIONS ! 17 - C) = JI . o I FOR ADDITIONAL I I I - _ STH INFORMATION DIMENSIONS I - UP 1 mI TRIPLE JACK POSTS a 1 0 AT BATHS 4 OTHER 5PACE5 ((1 I 1 mF— (5)1-1/2" (5)1-1/2" LVL DROP ° (2)CL ;LLY_DRO r r / L P IL CM 026 3 > I O DH 660 DH 60 DHG26 0 I i I I a 1 =ry G266 D 460 DH 660 �rF�� -' E ND .C.0 ROC TO DG OF I �. g �.m ' O��*N ,hP1 =ry G UMN I$ D WN 0 NA TER ROO i I � _ ��( iI' STANDING SEAM LEAD COATED COPPER M BR E. LAS WA RTI HT 1" x I " x I c� ROOFING WALL REQ'D FLASHING ON 30# BLDG. �t ' PAPER ON 3/4" THK. PLYWD. DECKING ' I 4 " -- - 2x� _ r . Nr% - 1� - PROJECT NO: 1605 101-411 CASED COLUMN w/(3)2x6 DRAWN BY: r 5 POST OR STRUCTURAL I I'-JY2" e,'-4/ COLUMN w/1500# SAFE TCS II 8 WORKING LOAD 11�_�2�� E ED 5 2'-4j/ :21-4 Y2 L DATE: 22'-4y2" 22'-4y2" 2/17/17 Jo OPROVIDE SIMP50N HDU2 A HOLD DOWN 1/4 = 1 _ 01111 OPROVIDE Y2" PLYWOOD SHEET TITLE: SHEAR WALL ON ONE SIDE N OF WALL FRAMING 1 WOOD FRAMED STAIRS. PROVIDE 2x4®I6" WALL LVL = 1-3/4"x1 I-7/8" MIGROLAM FIRST L 0 0 ,P­,�t P­ FRAMING, 4 PVC BOARD 4 BATTEN SIDING. MINIMUM HEADER = (2)2x8 PROVIDE IPE TREADS 8 PVC RISERS AND 1 D r STRINGER COVERS. SEE RAILING DETAIL FLOOR SCALE: 1/4 = 1 ' -0" I � PLAN 1 15t FLR. = 2,246 sf SHEET NO: 2nd FLR. = 2,005 sf Fin. Bsmt. = 1,020 sf TOTAL 5,274 sf I b' 7... 4'-Y'2 BIDDING & PERMIT SET 32• 52 52 32• 1-4/2" wc- 14'-6" 5'-I ly2" I5'-4y2" 7'-3" 7'-3" 51-1P2 11 v2,-O" 5'-g/V2" 8._O.. _8.. 2 _6y2„ Sy2, 01 STANDING SEAM LEAD COATED COPPER ROOFING WALL REO'D FLASHING ON 50# BLDG. Z PAPER ON 3/4" THK. PLYWD. DECKING //JIB / MASONRY CHIMNEY Y4/STUCCO EXTERIOR FINISH. / FIT WITHIN WATER FACING WALL. VERIFY O EXACT 51ZE WARCHITECT CEDAR SHINGLE ROOFING ON WOOD LATH WALL = REG2'D FLASHING, INCLUDING OPEN VALLEYS cnV V n ------------------ -- --- --- --- - --- ----- -- -451 - - --- --- - ------------- 2 DHG2 511 111 C 2 6 D 2451 DH 451 DHG2 51 M 0 D 2451 H 4 DHG2451 3 2xV HDR ,� /` (3)q-I/2" VL. HDR ,' 3 2x8 DR j i O xSLOPE ` wfndo seat �� �� I window shat i �� - I - , N �� �' C� _� 2x10@)16R.R. , ,', .' ' m - - (2)2to----- E3ATH 3 2x10 RR ' m � \Zr+&O 0 2X10@I6" 2xI0@16" R.R.2x10@i6" R.R_ 2x10@16" / I r �� II 1 =ry °+ O �j WOOD F OOR U. I \� F -- N II ITRAY J I I I Y ------- ------t------ ----------� = i Q U)- iiGL. i O EN'S �� i �Ii _ i� 2x10 X16 G.J. X10 A � _ Q ED OOM I> m` L _ sco II I M,4STER I I W00 FLOOR = _k I II O i I OI_� i i \ � 2x,10 @161,_G.J. �__ _ _ I Ii ® xl xl� N IE—TRAY EILIING I I BEDROOM Q I I X Q I I Z II vo D- Ea. A SIDES I I p[ WOOD FLOOR I I O II .�- N l� er II I I I ii ° ---- ------ --- ----� v J ii GL. ------- ---� i i N ------------- 11 CL. i'/ \�� OI !I1 V Ei II i'A I I � \ I ' \` 1 \•L I�- I � queen I TRAY E I L I NG` I X i EG. AL 51DE5 O: I WOOD FLOOR ��' �� I / >- \ �--------- ------ ------- +---- -- -1\ N CD rI�T 1�'# 32x80 r-- ---11-"1/ "x1-3/ "LVl kin g I m \ ________ DN -/----- \ 30x80 I I @Z. m o2S Z• I \`'I i 8' GLC. i �i -� I i i ■ J 1111 91 I ITRmAy G ILING ILEK—TRA CEILING O -.I I I I O � I _ '�Y � oR ... EG2. ALL SIDES �: I I Cpl�T IiZ HALL 1< 1 II o O; �, v, a o M �I \�C` -- - --w-- i Pen below p 1 ii w /k I m t- W -�• w z 3 x = I 0_ of „� M' STER I a Z LL o,mn1I \� xIII II xII1� _, -O► /ry I D W• 0a N ? queen ATH I TRAr CEILIN5 LAUNDRY/ W N ° v jLINEN I .GUEST 2xq J2s( a l T M BEDROOM x i \ O o ' I TL. ILI G w/WD II I Q ~ ` I f I I OI i� I I I I m I WOOD FLOOR I I AND AIL. SEE 11 I • -� = I x I 5PEC1 ICA IONS I I ii I � � ---- 2)2x10 -------� \ NI 8' GLC. 1 - -- ---- ---1------ -- - -- l WALK-IN II ---- _ --- N r I II 2x10®I6 R.1111 - p 2x10�i6" R.R. x10816" CLOSET 11 - - I - WOOD FL11 / SLOPE OOR\ I �� I I I I I I GLG.i (3)2x8 HDR (3) -I/2' LVL H I i' "AAMEMP,sk //fn DHG2051—DHG 251—DHG2051JIDHG2451 DHG 451 DHG2451 CMT 026 DHG2051—DHG 251—DHG2051 C F PJct„ ��er S C. S,9Af�c;•�� ✓© R \� Ali CEDAR 5HINGLE 51DIN6 ON 30# BLDG. PAPER ON 5/e" PLYWD. 5HEATHING ON 2x6@16" EXTEND RIDGE (TYPICAL) FRAMING. PROVIDE INSULATION PER SPECIFICATIONS 4 GYP. BD. INTERIOR FINISH j - - J L_J L_J L PROJECT NO: 1605 DRAWN BY: TCS CHECKM BY: DATE: 2/17/17 I SCALE:' 12'-Sy2" I 1/4'11 = 1' - 0" SHEET TITLE: 16'141151: I I 3y2" 3y2" SECOND 3 2•• 3y23y2 ' FLOOR L 0 0 P--\\ P 14LA H 0 H- 0 PLAN SCALE: 1/4" = 1 ' -0" SHEET NO: LVL = 1-5/4"x11-1/8" MIGROLAM MINIMUM HEADER = (2)2x8 BIDDING 8` PERMIT SET I j STANDING SEAM LEAD COATED W COPPER ROOFING WALL REO'D FLASHING ON 30# BLDG. PAPER ON 5/4" THK. PLYWD. DECKING O cn V ~ all U d, CEDAR SHINGLE ROOFING ON WOOD LATH WALL REOV FLASHING, INCLUDING OPEN VALLEYS d ❑ ` z O LINE OF 5E0OND FLOOR WALL BELOW U) LEAD COATED COPPER VALLEY FLASHING. PROVIDE OPEN VALLEY Lo N 1111111 MIN 1111111111 PROVIDE GONTINUOU5 VENT AT RIDGES 4" HALF-ROUND ALUMINUM LEADERS WROUND DOWNSPOUTS TO IN-GROUND Z• DRAINAGE. 5EE 5PECIFICATION5. VERIFY DOWNSPOUT LOCATIONS co) Q• c o WARCHITECT PRIOR TO INSTALLATION 4 J �• p Y W �• W Z_ w X I = W. v w o 2 W• C4 H r co col• I . . . . . . . . . . . . . . . . . . I I ��• q STANDING SEAM LEAD COATED COPPER ROOFING WALL REQ'D �FLA5HINS ON 30# BLDG. PAPER ON ` Ga 50 /4 THK. PLYWD. DECKINS PROJECT NO: 1605 DRAWN BY: TCS DATE: 2/17/17 ALE: 1/411 /4" = 1' - 0„ SHEET TITLE: Bill P LA Hm, P-%0 0 ., _ . _ „ � ROOF SCALE. 1/4 1 0 PLAN SHEET NO: BIDDING PERMIT SET cV i MASONRY CHIMNEY P4/GONG. STUCCO FINISH. p PROVIDE THRU, STEP 4 COUNTER FLASHING -' A5 REQUIRED. AT TOP, PROVIDE 2" THK. BLUESTONE TABLE ON MASONRY LEGS NO FRIEZE BOARD IN UPPER PART GABLES 12 8 Ix4 ON 1x8 PVC FRIEZE, LEVEL WEAVE, INSTALLED OVER WINDOW CASING. PROVIDE FLASHING OVER TOP 4 FLARE SHINGLES OVER TOP EDGE PROVIDE L.G.G. CRICKET 4 FLASHING BEHIND RETURN EAVE TRIM, FULL DEPTH, AT SIDE CHIMNEY AT ROOF, WATERTIGHT WALLS OF SHED DORMERS FLARE LOWER PORTION MAIN GABLE ROOF MT 02 ALUMINUM GLAD WOOD WINDOW w/5/4x6" PVC FIF71 F11-1 FRAMiING AS SHOWN IN BUILDING SECTIONS. CASING w/2" THK. PVG SILL (TYP.) Z PROVIDE SMOOTH TRANSITION IN RAKE DHG2451 DHG3451 DHG2451 DHG2451 DHG 451 IDHG2451 DHG2451 DHG3451 DHG2451 W TRIM AND SHINGLE SURFACE i CEDAR SHINGLE 51DING ON 15# BLDG. PAPER ON %" PLYWD. SHEATHING FLARE 5HINGLE5 AT GABLE END 0 SECOND FLR. ----------------- - ---- --- --- --- --- --- --- --- --- ---- --- --- ---- --- --- ---- --- --- --- --- --- -- --- -- -- --- --- -- -- ---- ---------- - O STANDING SEAM LEAD COATED COPPER 12 i ROOFING WALL REO'D FLASHING ON 30# BLDG. PAPER ON 3/4" THK. PLYWD. DECKING V FILI > A > x > < 1x8 PVG FASCIA w/ATTACHED LEADER. IN 0 ALL • AREAS w/o LEADER, PROVIDE Ix4 FASCIA r PROVIDE BUILT-IN AUTOMATIC ROLLER 0 SCREENS BETWEEN COLUMNS, AScr)HG245 DHP5050 HG245 ( F_ . 5HOWN ON PLAN, DETAIL 4 SPEC. G 1r 0 FLARE SHINGLE FINISH ON BLOCKING OVER I MASONRY EXTERIOR FIREPLACE w/STUCCO Z TRANSITION TO BOARD 4 BATTEN CLADDING FINISH. PROVIDE BLUESTONE TRIM AT HEAD 4 i < > x < RAISED HEARTH a FIRST FLOOR I BLUESTONE PAVING ON GONG. SLAB. SEE FLOOR PLAN 4 SPECIFICATIONS FOR LAYOUT . r •• DETAIL5 a 4ft •• r a i z M ti iti-A ELrt5 FRONT PORCH GABLE w/FLAT PANELED WALL, WN5 FRIEZE. PROVIDE L.G.G. STANDING SEAM SAVE EDGE, FULL DEPTH SCALE: 1/4" 1 'Owl ACROSS FRONT OF GABLE CEDAR SHINGLE ROOFING ON WOOD LATH WALL REQ'D FLASHING, INCLUDING OPEN VALLEYS M, ,i MA5ONRY CHIMNEY w/GONG. STUCCO FINISH. PROVIDE THRU, STEP 4 COUNTER FLASHING AS REQUIRED. AT TOP, PROVIDE 2" THK. BLUESTONE TABLE ON MA50NRY LEGS �tS Z• a• u " M � Y l"' 0 W J• w z W x Q Z LL W• FEi VINYL GLAD WOOD WINDOW w/5/4x6" PVC W• N U M CASING w/2" THK. PVG SILL (TYP) a F-• _-) m PROVIDE L.G.G. FLASHING AT CLOSE N N. HG205 DHG3251 HG205 DHG2451 DHG451 DHG2451 HG205 DHG3251 HG205 INTERSECTION OF WINDOW ROOF SHINGLES FLARE LOWER PORTION MAIN GABLE ROOF FLARE 5HINGLE5 AT GABLE END, FULL FRAMING AS SHOWN IN BUILDING SECTIONS. DIMIENSION OF ROOF OVERHANG. PROVIDE PROVIDE SMOOTH TRANSITION IN RAKE TRIM AND SHINGLE SURFACE SMOOTH TRANSITION BETWEEN ROOF 4 NALL SECOND FLR. SHINGLEFINISH --------- ---- ---- --- ---- ------ ---- ---- --- r -- --- --- ------ ---- --- ---- ----------------------------------------- Ix8 PVC, FRIEZE BOARD UNDER SOFFIT 5TANDIN6 SEAM LEAD COATED COPPER SHINGLE SIDE WALLS 4 WEAVE CORNERS ROOFING WALL REO D FLASHING ON 50# BLDG. AT PROJECTED BAYS PAPER ON 5/4" THK. PLYWD. DECKINGIL JL ITE DHG2660 DHG3460 DHG2660 DHG2660 DHG3460 DHG2660 CEDAR SHINGLE 51DIN6 ON 15# BLDG. PAPER ON %" PLYWD. SHEATHING �. PROJECT NO: FLARE SHINGLE FINISH ON BLOCKING OVER 1605 TRANSITION TO BOARD 4 BATTEN CLADDING DRAWN BY: La .......... FIRST FLOOR TCS KED SY:i DATE: 2/17/17 �� STRUCTURAL BEAMS 4 COLUMNS CASED I N PVC A L 1/4 1 -- oTT 11 11J 1 11 1� 1E1 1 11 1� 111 Fil it �LL JLL �LL SHEET TITLE: PVG BOARD 4 BATTEN SIDING w OVERHEAD GARAGE DOOR w/OPERNER. SEE/1x12 VERTICAL SPECIFICATIONS BOARDS,Y2x2" BATTENS 4 Ix8 HORIZONTAL IP130610 HP 6 6 0 i RAILS, TOP 4 BOTTOM r - ---------- -------- ------------- --------L-------\--------- Li----------------------------------BASEMENT ELEVATIONS i WOOD RAILIN6 w/Ix4 HORIZONTAL SLATS, PAINTED 4 MAHOGANY TOP RAIL. SEE DETAIL SHEET NO: , , 1 0 F I PVG BOARD 4 BATTEN SIDING w/1x12 ldommft VERTICAL BOARDS,Y2x2" BATTENS 4 Ix8 SCALE: 1/4" = V -011 HORIZONTAL RAILS, TOP 4 BOTTOM 59Q BIDDING & PERMIT SET N - 'V tt •.t•„1./•_ Y ,' LINE OF GABLE RAKE BEYOND MASONRY CHIMNEY w/GONG. STUCCO FINISH. •^` ' t PROVIDE THRU, STEP $ COUNTER FLASHING A5 CEDAR SHINGLE ROOFING ON WOOD LATH < ':.' '•” REQUIRED. AT TOP, PROVIDE 2" THK. BLUESTONE L ` • ' w/ALL REG2'D FLASHING, INCLUDING OPEN TABLE ON MASONRY LES5 ` VALLEYS Ix8 PVC FASCIA WATTACHED LEADER. IN ` * AREAS w/o LEADER PROVIDE Ix4 FA501A STANDING SEAM LEAD COATED COPPER ROOFING WALL REO'D FLA5HING ON 30# BLDG. PAPER ON 1 ' . '•I:tL. .Y• 5/4" THK. PLYWD. DECKING Ixb PVG FRIEZE BOARD, OVERLAPPING TOP CASING OF WINDOWS Ll �,:L;'t'•:' 17 CEDAR SHINGLE SIDING ON I5# BLDG. •:,f' ' '' DHG26 4 DHG2634 PAPER ON %" PLYWD. SHEATHING inj:f ;. n``•: VINYL GLAD WOOD WINDOW w/5/4x6" PVC W o I /• , :•:;•:"»:• CASING w/2 THK. PVC SILL (TYP) �. 12 �' •�.t: O --- SECOND FLR. _ U — 5TANDING SEAM LEAD COATED COPPER ROOFING Ix8 PVG FASCIA WATTACHED LEADER. IN ,AREAS w/o LEADER PROVIDE Ix4 FASCIA WALL REO'D FLASHING ON 30# BLDS. PAPER ON 7 ..•;•�.w� .•l•'% ' *:' %.'1...:. ti 1.. lam. 5/4" THK. PLYWD. DECKINGIx5 PVC ♦ ♦ !.: :.i:'.":' :. t„' {•yam:it:•;:� w .••ft` .. ASCIA Yq/ATTA0HPr,> LEAER. IN STRUCTURAL BEAMS $ COLUMNS CASED IN PVC ;' ”:`''t i'� ;'r•" ~ '.� !'::•: r' : .� ' •:}: �; AREAS w�o LEADER PROV DE Ix4 FASCIA •� "'•' ''.;• » ::t: ° HG245 DHG3250 HG245 DHG3050 DHG3050 STRUCTURAL BEAMS $ COLUMNS CASED IN PVC 8LUE5TONE PAVING ON GONG. SLAB. SEE ` ''•- ''' FLOOR PLAN $ SPECIFICATIONS FOR �•rr•""' . t ''t '~"~�"'•" < '" :J.: 'f+:i.v1 C.�t'�i-••tY,t •::v:..•t'♦.;.•IfA ••h '•=• ,;'. LAYOUT $ DETAILS •' ":J ' •/ ` •::r y-'�' � WOOD RAILING w/Ix4 HORIZONTAL SLATS, PAINTED ~ ,.,.:, r, $ MAH Z :t: v' ;tit•:.r:• '•:'. ••' :r..rt. j•. tttt� '. _, L �:�,t • ' OP RAIL. SEE DETAIL CL :: i; ''v•r �,: ':.' •'.;,:':,.; 4. FIRST FLOOR GRADE ;t ..• ., :, .,.r.... •: ..,.:...� "+ w, I 6-1/2" 50. POST w/MAHOSANY TOP GAP. .` PROVIDE 4x4 TREATED WD. POST w/PVG Q CA51N(5. SEE DETAIL Z Lt) Ix6 IPE STAIR TREADS $ DECKING ON TR. N gN2 5 WD. FRAMING. PROVIDE BREAD BOARD M J V_ EDGINGLJLI ~ i PVC BOARD $ BATTEN SIDING WW2 VERTICAL BOARDS,Y2x2" BATTENS $ Ix5 HORIZONTAL RAILS, TOP $ BOTTOM H L 0 H, . ' SCALE: 1/4" = 1 ' _0,. :ti.,•..:.:.�. LINE OF GABLE RAKE BEYOND Z• co Q• co a J o n CEDAR SHINGLE ROOFING ON WOOD LATH WALL REG2'D FLASHING, I NGLUD I NG OPEN VALLEYS I W —j' w z W x ~ Q z jai ' _ W. = c w/ATTACHED LEADER. IN Ix8 PVC FASCIA a N °o AREAS w/o LEADER, PROVIDE Ix4 FASCIA • N = M Ix6 PVC FRIEZE BOARD, OVERLAPPING ' TOP CASING OF WINDOWS STANDING SEAM LEAD COATED COPPER ROOFING �. WALL REa'D FLASHING ON 30# BLDG. PAPER ON CEDAR SHINGLE SIDING ON 15# BLDG. ® ® ® 5/4" THK. PLYWD. DECKING PAPER ON 5/8" PLYWD. SHEATHING DHG2634 DHG2634 DHG2634 ; VINYL GLAD WOOD WINDOW w/5/4x6" PVC CASING w/2" THK. PVC SILL (TYP) I 5TANDING SEAM LEAD COATED COPPER ROOFING ' e'P`- c; �r`.'`'a N, w/ALL REO'D FLASHING ON 30# BLDG. PAPER ON _ 3/4" THK. PLYWD. DECKING - -�---------------------------- - ' SECOND FLR - ------------------- ------------------------------------------ - Ix8 PVG FA50IA WATTACHED LEADER. IN AREAS w/o LEADER PROVIDE Ix4 FASCIA STRUCTURAL BEAMS $ COLUMNS CASED IN PVC LL L�� PROVIDE BUILT-IN AUTOMATIC ROLLER IL IT- T 50REEN5 BETWEEN COLUMNS, AS PROJECT NO: WOOD RAILING w/Ix4 HORIZONTAL 5LAT5, PAINTED i DHG3050 DHG3050 DHG3050 SHOWN ON PLAN, DETAIL $ SPEC. 1605 $ MAHOGANY TOP RAIL. SEE DETAIL HG246 DHG3060 HG246 ( BLUESTONE PAVING ON GONG. SLAB, DRAWN BY: w/STUCCO FINISH ON R15ER5 $ VERTICAL TCS SURFACES. SEE FLOOR PLAN $ CRECKM SPECIFICATIONS FOR LAYOUT $ DETAILS ' DATE: 6-1/2" 50. POST Y4/MAHOGANY TOP GAP. - FIRST FLOOR 2/17/17 PROVIDE 4x4 TREATED WD. P05T w/PVGL 1/4" = 1' - 0" CASING. SEE DETAIL SHEET TITLE: Ix6 IPE STAIR TREADS $ DECKING ON TR. - WD. FRAMING. PROVIDE BREAD BOARD m EDGING M 02 PVG BOARD $ BATTEN SIDING w/1x12 ELEVATIONS VERTICAL BOARDS,Y2x2" BATTENS $ Ix8 SHOWER ENCLOSURE wW /TR. D. FRAMING $ Ix8 PVG HORIZONTAL RAILS, TOP $ BOTTOM VERTICAL SIDING, w/Ixl GRILLE AT TOP EDGE uULL"_ BASEMENT ------------------------------------------ SHEET NO: L V AJ"" T ON, m (DUI SCALE: 1/4" = 1 ' -0" BIDDING & PERMIT SET PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CODE. PROVIDE CONTINUOU5 VENTING AT RIDGE z CEDAR ROOFING 5HI146LES ON SPACEDLATH 5HEA7HING ON 2x10®Ib" R.R. W TOP RIDGE BEAM / C' LINE OF GABLE ROOF BEYOND O V 12' �5 Uy NN, ' a f 0 z TOP 2nd FLR. PLATE Q CL a BY 2x4®Ib FRAMING w/GYP. BD.YMMETIGAL TRAY CEILING FORMED 12Ix8 PVC FASCIA WWI I MRS PER " SPEC, w/VENTED Ixb V-GROOVE PVC B FINISH. SEE INTERIOR ELEV's FOR SOFFIT BELOW Q Ix4 FRIEZE BOARD PROVIDE PAN FLASHING UNDER TRIM AND OTHER DETAILS SILLS OF SECOND FLOOR WINDOWS 13- FACING WATER AND ®CL05E ROOFSM I �Y STANDING SEAM LEAD COATED Z COPPER ROOFING ON 5/4" THK. PLYWD. LDOOM DECKING ON 2x10®Ib" R.R. N 5TANDING SEAM LEAD COATED COPPER ROOFING ON 5/4" THK. PLYWD. FIN15H WOOD FLOORING ON BLDG. M DECKING ON 2x10®Ib" R.R. PAPER ON g/4" PLYWD. 5UBFLOOR 312 — cV STAIR HALL,,,_ Ix4 ON Ix8 PVC FASCIA, w/Ixb TOP TOP 2nd FLR. SUSFLR - -----_—_--- ------------------- - - - - — -------- FRIEZE BOARD BELOW-----SECOND SUBFLOOR._ T TOP let FLR. PLATE PVC PANEL PAINTED 5EE INTERIOR ELEVATIONS 4 STANDING SEAM L.G.G. ROOFING. SPECIFICATIONS FOR VIEW d PROVIDE Ix4 ON Ix8 PVC, FASCIA PVC CASING ON BUILT-UP INFORMATION ON STAIR 4 RAILING WOOD BEAM. SEE DETAIL M SECTION FOR ROLL DOWN 5C,f;T=Eq DETAILS PVC CA51NS ON BUILT-UP WOOD 2 , V-GROOVE Ixb P H BEAM CEILING, PAINTED IL LIL O" 12" O #4 06 Z. GOBI 1� &REAT R0 V-G , P Ixb PORCH a CEILINGIN6, PAINTED N a' oo- . FRONT o � z I LL BLUES NE TREAD STAIR W- U W N w/5TUG O RISERS ON FINISH WOOD FLOORING ON BLDG. GONG. OUNDATION TILE PAVING PER PEGS ON SETTING g/4M a W) 0 {le q INF. GONG SLAB, PAPER ON " PLYWD. BFLOOR SLEEPERSW- N " BED ON 4" THK. IPE DECKING ON BEVELEDn PITCHED TO EDG . PROVIDE BATT INSULATION BET EN TJ FLOOR OVER RUBBER MEMBRANE ROOFING ON HAUNCHES BOTH IDES, w/2" BEARING FRAMING PER PLANS 8 SPECS PITCHED 5/4" PLYWD. DECKING ON y N. ON HOUSE SIDE :2x[0@16" DECK FRAMING TOP 1st SUBFLR. —_—_—_—_ ---_—_—_—_—_—_ 1fi�ST SUBFLOOR _ EXTERIOR STAIRS WIFE TREADS 8 PVC TOP FOUNDATION :?;•' _ _ _ RISERS 4 STRINGER GONERS. SEE o ~ ELEVATIONS d 5PEC'5 FOR HANDRAIL ^1. - L- INFORMATION � y / 2x6®I6" FRAMED WALL \ \/\/ \ / `•'`y;', YZ" G P. BD. FINISH CEILING ON 2U@Ib" IPE DEGKIN6 ON TREATED WOODS DECK ;'':,. ,;s. ; w/5/a PLYWD. SHEATHING \ \ \ \ \ \ GLG FRAMI G AROUND STRUGTUI�E AND ; PVG BOARD 8 BATTEN FRAMING. PROVIDE BOARD BATTEN REQ HVA6 DUCTWORK ; : SIDING AT EXPOSED AREAS PAGING ON TREATED WOOD FRAIMING, f. /� /� /\ /\ / '-•' GYP. BD. INTERIOR FINISH ON 2x4®16 o= \\ \\ \\ \\ \\ ALL SIDE WALLS 1 r 10" THK. POURED GONG. % t FRAMING w/R-13 INSULATION 8335C0 � F \/ _ L � /� FOUNDATION WALL w/#5 REBAR / ®12" VERTICALLY, 24" / \ «`, HORIZONTALLY, wr3b" SPLICE AND \ . :' HOME GYM � i� G EATI O—l�' PER SPECIFICATIONS, w/1..IQUID / � � °J 3' PROJECT NO.: 1605 \ \ _ :. TILE LOOR FINISH ON 4 THK. GONG. SLAB, REINFORCED W/bxb, W2.oxW2.o _ DRAWN BY: W.W. PRO IDE 2 RIGID INSULATION s GRADE ON NORTH SIDE \ OF RESIDENCE— — ----------------- _ TCS \\ \ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \ 8EL W SLA ON COMPACTED SUB-GRADE ?' ----------------- in ,:.. tf: CHECKEDB t, \\ \ �� \ \\ \ \\ \ E3ASEMENT S� �\\ \ {i), -------------- DATE: .i :� x,::r .i r ;,. / / a; .. . .L ... : ,. a /. .. !i - .. . ... .:..• .:sv :�. :'.y.w.• TOP FOOTING ,..�.,. ,. .,y.. ,.. .f. ..,.,.,,.-, ._ . .. ...:. ..... ., z:�.; . r to / 1 117 \ \ X/ .` t.`.r,f,:r. T.i;rr.. h:a.:• Y.si.)' ;,,,;;.,..::f^_< ., ;.,t,..:K; <. ;1 \ .a•.:. SCALE: PROVIDE GONG. PIER FOUNDATIONS/ \ \ \ \ •::-,::; \ \ /\ \ \ / / / <,: ;....;,:..:•...,,, /i a // / '••.^.s'a:.c:i:•:; ,... / / / / / / / / / / / / / / / / / / / / / / / / / ..'^:.>». / / / / / / _ FOR STAIRS, W/FOOTINGS 3'-O" 'L / / / / ;, / / \/ / / 3/8" = 1'-011 \\ \BELOW GRADE MINIMUM SHEET TITLE: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ •f';w.r..i: ..: \ \ \ \ ;;•)".'.?ti>;:..•: \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\ \�N\\ \ BUILDIIVG 30 ON / / / //\//\//\//\/// /\I / //\//\//\//\ / /\//\//\//\//\//\//\//\//\//\//\//\//\// //\// // // // // // // // // '% //\//\ SECTION 'A' ;SCALE: 3is�I _ I -owe /\/\ �� /\/\/\/\/\/\/i\/\/\/\/\/\ XN /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ /\/\ \//\//\//\//\//\// \//\/ �/ �/ �/ �/ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// /\//\//\U I L 0 1 N //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// XX //\// \//\//\ \ \ \ \//\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//�//\//\// SHEET NO: \\/\\/\\j\\/\\j �*/>xj\\/\\/\j\\ \j\ >\ \ \ \ \j \ \ \ \ \ \ \ \ \ \ \ \ \ \ \j\\ \ \ \ \ \ \ \j \/ \/ \/ \j \j \/ \j \j \j \/ \j \/ \jj / jj / \j\�\ \/ \/ \/ \ \//,\//\//\//\ \/\ \ \ \ \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \ \//\ \ \ \ \ \ \ \//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\/ /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// \// \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j'\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ � \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\,%\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/i \\/\\/\\/\\/\\/\\/`, \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\i'\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\i BI D D I I�G PERMIT SET //\//\//\//\//\/ / //\//\//\//\//\//\//\//\// //\//\' / �i�r�i�i�i�i\v \\r�r�/ PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CODE. >- PROVIDE CONTINUOUS VENTING AT RIDGE Z W TOP RIDGE BEAM / \ / \ _ SPRAY FOAM 4 BATT INSULATION BETWEEN 2x10®Ib" 01-6. JOISTS, wN2" // `\ \ 2x ®Ib" OF AND // // `\ \\ 12 cn GYP. BD. INTERIOR FINISH / / \ \ 2x 0@Ib" LG. J IS 5, PRA, F M 8 TT IN UL TI N P I f(r co txI- / Z z TOP 2nd FLR. PLATE / / ` _ O G. U 15 SYMMETICAL TRAY EILING FORMED / / IHL \ \\ 2)I Q / / \ BY 2x Ib" FRAMIN W&YR BD. \ \\ FINISH SEE INTERIORELEV's FOR / \ PROVIDE PAN CEDAR ROOFING SHINGLES ON / / \ TRIM AND OTHER DETAILS _ / 0 \ \ UNDER SILLS OF SECONDND FLOOR Q SPACED LATH SHEATHING ON ,/ / _ `\ O / , O _ `\ \ WINDOWS FACING WIATER AND Z 2x10 R.R. m 1611. PROVIDE RADIUS / / aa p \ \ I / G O \ \ @01-05E ROOFS zz CUT LINE PERR DRAWFTERS �GS WEEP IN ROOF ,/ /// LAT L T \\\ \\� T I �1� // /// �tJT � \\\ \` N f� .,o ce) \ \ 1ju FINISH WOOD FLOG INC ON BLDG. `\ \ PAPE ON s/4" PLY 0. 5U15FLOOR TOP TOP 2nd FLR. 5UBFLR / SECOND SUSFLR. TOP Ist FLR. PLATE �12 2x4®16 SOFFIT FRAMING Ix8 PVC FASCIA vi/GUTTERS PER SPEC, Yw VENTED I xb V-61ROOVE PVC G G 1 I GE -7kAE 4 —ILILIHLIL SOFFIT BELOW 4 Ix8 FRIEZE BOARD 2-!j NM 5 P12= ==e t' L —ILIUL —IULIL L111E LILIL -JLILJL -JLJLIL 4 INTERIOR E T C q5 Z• -' Q• V/CEDAR 5HI56EL51DIN6 ON 15# BLDG. O �J Y M C�RE�t 001 -- PAPER ON /8 PLYWD. ON2x6®Ib WALL — I TC,HE I`l FRAMING w/IN5ULATION PER 5PE05. FINISH WOOD F.DORINIS ON BLDG. PAPER ON EUBFLOOR ui Q a W- v ui BATT INSULA I N B EN T-11 FLOOR PROVIDE FLARE IN 5HINGLES OVER FRAMING PER L N SPEC 5 W N v a o BUILT-UP FASCIA LEVEL AROUND ENTIRE M FIRST FLOOR. SEE ELEVATIONS I cn co- TOP Ist SUBFLR. F I RST SU51LOOR TOP FOUNDATION STL, BEAM PER PLANS {)„ (2)#5 REBAR ® TOP OF WALL 0, '14v " Ixl2 VERTICAL PVC SIDING ON TR. WD. BLOCKING OVER GONG. TO GRADE. PROVIDE)yxV' PVC BATTENS AT r"'zt „ �:' s II II II F A \ /8 x 12 ANCHOR BOLTS ®32 ;Kiri Y� GYP. BD. FINISH CEILING ON 2x&@16" •' OG w/3x3xg,{6 MIETAL WASHER, 12" ' JOINT5, IxIO TOP d Ix8 BOTTOM RAIL :.K PROVIDE I HOUR SEPARATION zsh %_ z: GL6. FRAMING AROUND STRUCTURE AND FROM EACH GARNER REG'D HVAC DUCTWORK BETWEEN GARAGE d HABITABLE SPACES, w/5/*' TYPE Ilxll GYP. BD. AND FIRE RATED PENETRATIONS y REGR TION ROOM GARAGE _ \ \\\\ \GYP. BD. INTERIOR FINISH ON 2x4®16"\ �' PROJECT NO.: 1605 FRAMING w/R-13 INSULATION ;,..; �•- \\ \\\\\\\\\\\\�\\ TILE FLOOR FIN15H ON 4 THK. GONG.SLAB, REINFORCED w/bxb, W2.OxW2.0 DRAWN /\/\\/\/\/ 4'V W.W.M. PROVIDE 2" RIGID INSULATION nr; \/\/\ / WN BY: Tc E.', \ \ I \ .:r 7 BELOW SLAB ON COMPACTED SUB-6RADE + `' \IO" THICK REINFORCE]; GONG. WALL. Ox PROVIDE REBAR. AT TOP OF WALL. /\ '`Kr :;;F. CHECKED BY: \\/ /PROVIDE TO BEAR ON 10" x 24" GONG. /\\/ \ \ FOOTING. PROVIDE DAMP PROOFING%\ :rLL: \ \ \ BASENTENT SLA ' \ :;;•. : DATE: .. f. .4 t srI ... _ : r t .. ... N .. • �.. .. ..G !' .0 r,., •t`. �'t.; :.A., .):�.n •.Y.;•.�.�. 1 / ON CONCRETE ,. s ,. .. , -, .. . . .. r ., . . s .. �- . . �.. •t':::: .r: :t' -:;�: PER 5P)E . . , ,.. . . . . . < . . ...... ,•: �. >:/. 1r � - ' •. ., � Roti ,r . 2/17/17 \/\/\/\ ''>'s, /\/\ \/\/\/\/\ \ \ \ \ \/\/\/\/\/\/\/\/\/\/\/\/\/\ \/'\/\ \ \ \ \/\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \ • r \ \ \ \ \,,•\\\ \ \ \ SCALE: \ \\ \ \/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 1 \\0xX\\ \\ \\ \\ \\ \\ i\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ er,r� \\ \\ \\ \\ \ \ \ \ SHEET TITLE: TOP FOOTING / / / / / ;,i / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //,... // // // //\�/\//\//\//\ \<x �/ yNy� UILD /,IN NX ,\ XX Xx \xK /\:\\� \KX\ NV \/\/ /',,, •`'7;Gr::{.',J / / / / / / / / / / / / / / /\/\/\/\/ \/ / // / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BUILDING /\//\/ \//\//\ , //\//\//\//\//\//\// \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \//\//\//,�//\//\//\// SECTIONS \\ \\ \\ \\ \\ \\ �\ \\ \\ \\ \\ \\ \\ „ _ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / /// ///////// //�/// /// /// ////////// ,� // /�SCALE 3/8 - -o //ij/ij�ij 'ij�ij�ij 'ij 'ij�ij '//////// //;/ // // /// ////// ////// /// / ////////// /// ////// ////// //// / / \ \\ \\ \\ \\ \\ \\�\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \//\ \//\//\//\// //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\,/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \/\\/\\/\\/\\/\\ /\\/\\/\\��/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\�/\\/\\/\\/ SHEET NO: \//\//\//\//\//\// //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \ \ //\//\//\//\ \ \ \ \ / / \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/%\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\//\ \//\//\//\//\//\//\//\//\//\//\//\// /\//\//\//\//\//\//\//\// /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ ,\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ BIDDING & PERIIIIT SET \\j\ REVISIONS 5'-311 11-011 CASING: 21"x54" PRE-FAB. RECESSED Ix4 FLAT WOOD CASING w/BACKBAND MED. GAB. SEE SPECS. #2501zi5, PAINTED. AT WINDOW, PROVIDE BENCH I" STOOL w/APRON 2-I/2" BEADED COVE p MOLDING #28101. PROVIDE m GROUND AT TILE SURFACE -ty 3x6" 5UBWAY TILE ON m WONDERBOARD SUBSTRATE. SEE SPECS. PAINTED FAINTED � GYP. BD. 4" DEEP NICHES, APPROX. 12"x16" GYP. BD. \\ Z ° AL 1 GNED w/TILE PATTERN, W, ° D _ w/STONE SHELF $ JAMBS �� W TOWEL BAR i PROVIDE I" THK. MARBLE 1 O m 2 SEAT TO MATCH STONE _ vi 1 3 ' - TRIM, PITCHED TO EDGE / V 4 m FAINTED WOOD VAN 1 TY W/ _ Q 1/4 THK. ABSOLUTE BLACK - 0 cV STONE TOP. PROVIDE INSET FLAT PANEL DOORS. co) HARDWARE PER OWNER z ELEVATION 2 ELEVATION 3 ELEVATION 4 ELEVATION _ 0 PANELING: (- 1 x5 FAINTED WOOD V-GROOVE PANELING. D PROVIDE I x2 TOP GAP w/COVE MOLDING Q Aft QUARTER ROUND BASE U) PI) 0 10 L Bc:) A H Q 3�2 Z SCALE: 1/2" = I ' -Owl 3Y211 21-2" to 2-1/2" BEADED COVE MOLDING I'-6" 51-511 M ti I'-O" ---- --------------- #28101 2-1/2" BEADED COVE M MOLDING #2810-1 -------------------- BUILT-IN WOOD CABINETRY �� w/INSET FLAT PANEL DRAWERS, i \ -BUILT-IN WOOD GAB I NETRY w/INSET FLAT PANEL 1 ALL PAINTED. IN UPPER GAB _'S _ _� � DRAWERS, ALL PAINTED. PROVIDE ONE MID SHELF / \ i \ i IN UPPER GAB'S PROVIDE ----------- - ----------- PANELING: GOAT HOOKS ONE ADJ. SHELF m I Ix8 PAINTED WOOD V-GROOVE OPEN = HONED I-I/4" THK. ABSOLUTE I PANELING. PROVIDE QUARTER cV TO BLACK COUNTERTOP 1 C) ROUND BASE \ RECREATION -� 00 00 °� Z 5 \ ROOMcn _ I" THK. WOOD BENCH. PROVIDE \ \ Q Ix4 FACE FRAME LEGS 4 APRON W D n lox -j m' W zLL 3 x CERAMIC TILE FLOORING ON \\ We w O CONCRETE. SEE SPECS -� w a N 0 O - U n to5 ELEVATION 6 ELEVATION 8 ELEVATION U) N• 1 I 21-011 B "' M-L L A UH, D uEw���Y LD)u 00 m' ' SCALE: 1/2" = 1 ' -0" ` �� — � �� SCALE: 1/2 - 1 -0 1_10112• /I 11 3/2 3" 3/2 3/2 �2 2'-II" 2'-1111 2I-01 1 2-1/2" BEADED COVE MOLDING 2-1/2" BEADED COVE MOLDINGc' -__ #28101 � � � � #2510- OPEN SHELF / \ / \ ROJECT •1605 ry BUILT-IN WOOD GAB I NETRY _� / \ w/INSET FLAT PANEL DRAWERS, — / \ BUILT-I N WOOD GAB I NETRY RAWN BY: TCS ALL PAINTED. IN UPPER GAB'S / \ w/INSET FLAT PANEL DRAWERS, CKED PROVIDE TWO ADJ. SHELVES _ \ ALL PAINTED. (N UPPER GAB'S / PROVIDE ONE MID SHELF 2/17/17 PANELING: HONED 1-1/4 THK. ABSOLUTE 1/2 1 -0 BLACK COUNTERTOP \ o o / Ix8 PAI NTED WOOD V-GROOVE \ �\ \ / PANELING. PROVIDE QUARTER L _ _ _ —J o PANELING: \ / ROUND BASE o o Ix8 PAINTED WOOD V-GROOVE \ / „ O PANELING. PROVIDE QUARTER \ / I THK. WOOD BENCH. PROVIDE AS E M E N T \ o o \ o \ ROUND BASE / Ix4 FAGS FRAME LEGS $ APRON 24" REF/FREEZER NOTES' 9 ELEVATION DRAWERS w/PANEL5 SEE PLUMBING, ELECTR I C, CERAM I G 10 ELEVATION TILE, AND INTERIOR FINISHES) SECTIONS IN SPECIFICATIONS FOR MATERIALS F-\\ P,\, �L2��A4s T 0 H P' 0 0 Ma OTHER INFORMATION SCALE: 1/2" = 1 ' -0" BIDDING & PERMITS REVISIONS, 5" SPRUNG GROWN #28116A GYP. BD. vi/WALLPAPER FINISH WOOD FLOOR TO MATCH MAIN SPACES LIGHT FIXTURE nF \ MIRROR BY OWNER PANEL I N6: �- -' _ \\ I x(5 PAINTED WOOD V-GROOVE Z O O \\ PANEL I N6. PROVIDE I x2 TOP GAP LiO \ WCOVE MOLD I N6 4 QUARTER 12 - \ ROUND BASE (' TOWEL BAR U WASH STAND w/BAS 1 N SINK. � Q / SEE SPECIFICATIONS 7-7 eo� i O � 16 z � � 5 1 Z 0 11 ELEVATION 12 ELEVATION 13 ELEVATION 14 ELEVATION o TEMPERED FRAMELESS m SHOWER DOOR. HARDWARE N 3x6 SUBWAY TILE ON PER SPECS. Fi I IWONDERBOARD. SEE SPECS. Q cn cn Q 5" SPRUNG GROWN #25116A Z 3'-4y2GYP. BD. w/WALLPAPER FINISH N M CASIN6: - D x4 FLAT WOOD GAS 1 N6 WBACKBAND #250( f5, PAINTED \ LIGHT FIXTURES 21 x34 PRE-FAB. RECESSED / \ MED. CAB. SEE SPECS. ,/ \ H mm3 PANEL IN 6: SCALE: 1/2" = 1 ' -OI" = Ix8 PAINTED WOOD Y-6RooYE r O PANEL I N6. PROVIDE I x2 TOP CAP / ca z• ' L WCOVE MOLDING 4 QUARTER \ / 2'-O" _ \ — ROUND BASE \ / Q• M / 110 0 � J Nth a m PAINTED WOOD VANITY W/ 1-1/4" �\ // w -10 w z x i THK. ABSOLUTE BLACK STONE -a Z D We TOP. PROVIDE INSET FLAT PANELo DOORS. HARDWARE PER OWNER E w• N = M U t ELEVATION ELEVATION ELEVATION co we 15 NES: 16 17 SEE PLUMB I N6, ELECTRIC, CERAMIC T 1 LE, AND INTERIOR FINISHES SECT 1 ONS IN SPECIFICATIONS FOR MATERIALS 211 OTHER INFORMATION 3 13'-0Y2 101 '-q 2-1/2" BEADED COVE =N MOLD I N6 #28107 ON I x6 �t = FRIEZE BOARD PERIMETER _ 24I I DEEP CABINETRY w/INSET 18 = i' FLAT PANEL DOORS. m _ 1 g N GYP. BD. HARDWARE PER SPECS GYP. BD. vi/WALLPAPER \ vi/WALLPAPER •1605 RAWN d1 / • // \\ 30"x84" SUBZERO BUILT-IN WINE TCS / / \ REFRIGERATOR PER SPECS. HECKED BY: PROVIDE CUSTOM PANEL ON DOOR _ PANTRY CABINET WADJ. SHELVES 2/17/17 \ / WA I NSCOT II N6: tr 1/2" = 1'-0" \ c W2 12 PAINTED WOOD PANELING \GLASS \\ // // v0la"x2" BATTENS. PROVIDE NO BASE � I x2 TOP CAP 1St F L R \\ // w/I"x2" APRON BATHS_ — WINE 28" DEEP BASE CAB w/SYNTHETIO ' REF. STONE SERV I N6 COUNTER PER DINING SPECS. PROVIDE INSET FLAT SLAB DRAWERS Ilk 1 ELEVATION 1 g ELEVATION OOM SCALE: 1/2" = 1 ' -0" BIDDING & PERMITS REVISIONS �7- ____ _ _____________ ��_______ ____ __--___--_----_-____----r-T__---_________-__-_______ __---___---_______-______r_T________�-___ ����___I_�T������_����_ �����------�-- -����� i� I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I i I W I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I v I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I LL I I I I I I I I5Y I I I I I I I I I I 2 I I I I I I I I I I f I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FLUSH STONE HEARTH i TO MATCH I I I II I I I I I I I I I I I I I I I I I I FIREBOX SURROUNJ./I I I I I I I t I I I I I 1 I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I i I I I I I I I I I I I I I I I I I 1 I.L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I 1 I i I I I I I I I I I i O I I I I I I I I I I I I I I I I I I I I I h-- III III I1I III I I I I 11OA5ED ORNAMENTAL IBEAM5 ALII&NED w/ RIEZE BOARD. 0 IRIOYvrBEADED 20 D DOVE MOLDING TO :MATCH PERIMETER I I I I I I I I I I I I I 1 I I I 1 I I V I I I I I I I I I I I I I I I I I I I I v Z N co) LU 5 — GLASS DO R PER 5PEC5 08 CASING: Ze 1x4 FLAT NOC D CA5I NG co Q• w/BACKBA D #25085, FAINTED � M N O O M W A; W J• ~ a za D W* V W N Q � WOFF 11 :W i P1. I �JL ,^ ,^0 20 ELEVATION 2-1/2" BEADED COVE MOLDING #2510 ON Ix6 FRIEZE BOARD PERIMETER PANELING: x5 PAINTED WOOD V—GROOVE PANELING. 4" DEEP PLYWD. INSET RECESS FOR :11TELEVISION SCREEN m 1605 RAWN BY: TCS p 6x6 HEAVY TIMBER MANTLE SHELF p ATTACHED SECURELY 2/17/17 r 2" DEEP WOOD MANTLE 5URROUND - 1/2" = 1'-011 -HEET T11 LE: THK. STONE F I REBOX SURROUND 1— TEMPERED GLASS FIREPLACE DOORS PER :°a — wJ CODE (FOR REMOVAL. LATER) .;. ` GREAT 1x8 BASE w/TOP OAP ,#14P25I I$ SHOE MOLD ROOM L ,41-011 21 ELEVATION 22 ELEVATION 0�� [ar!!M 0% Immm-mm SCALE: 1/2" = 1 ' -0" BIDDING & PERMITS REVISIONS BANQUETTE SEATING w/PLYWD. BENCH w/FACEFRAME, SLOPED BACK V01-GROOVE PANEL I N6. SEE DETAILS O TABLE BY OWNER —1 —ILILILILIL —1m ------------ ---- -------r—T------------- -------I--T ----------- --'A ---T--r------------- I I I I I I I I I I I I I I I I O W� I I I I 1 I I I I I I I I I I I O I I I I I I I I ♦� I I I I I I I I V I I I I I I I I I i I I I 1 1 I O 2'-O�' 6'-2" i 2'-O" _ BANQUETTE SEATING w/PLYWD. BENCH 1 <1 ORNAMENTAL I I 1 1 I 1 1 1 w/FAGEFRAME, SLOPED BACK � BEAMS ABOVE w/V-GROOVE PANELING. SEE DETAILS _ V Fi I I I I I w I I I 1 1 I 1 — I ISLAND w/5YNtH�TI G RECESS -- � STONE COUNTERTOP I 1 ELEVATION - 1 1 23 O I I I I I I a. r-------- � � I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I (DO IIIIIIII1III 1I I IIIIIIIIIIII I1 0 D II 2 I OVEN —(� -1/2nBEADED COVE MOL IN # 281 0O — 3 II 32 BELOW 26 ON Ix6 FRIEZE BOARD PERIMETER 5 4 3' 10�2 r_------_f_ O -------- PANELING: " rl - _ = N Lo Q IO Ix5 PAINTED WOOD V-GROOVE PANELING.I PROVIDE Ix5 WGUARTER ROUND BASE D CABINETRY: CASED PAINTED WOOD CABINETRY wADJ. R N E TOCPD INTERIOR SHELVES. PROVIDE FLAT PANEL INSET DOORS I$ SLAB DRAWERS w/HARDWARE PER 5PE05 11 I-oil! PROVIDE PVC V-GROOVE PANELING TO MATCH AT BACK5PLA5H 06ZZNMQ•5 5YNTHETIIC STONE COUNTERTOP. SEE - 1I 1 1 i i i im � Q• � a SPECS O � r i PANTRY Q o 0 0 o 0000 0000 0 0 0 0 J • 1 1 1 1 CABINET O }Ov I I I I N I I I I p = W J• V i \ o o " WOLF o o �' _ = a Z LL ------------- ------ o �- _� W. 0 w in ------------------- W• N x M U n 3 I._s 2'_2 2'-2 4'-O" 2'-5�2" 2'-E�2" K �� nH SCALE: 1/2" _ 1 ' -01111111124 ELEVATION 11 3" 2'-I I" 2'-I I" 2'-I I" 4'-O" SYNTHETIC STONE COUNTERTOP / i� 357-1 r� r��\ / 30 MIN KNEE RECESS w/PANELING TO O / DRAWER MATCH WALLS 1605 / \ TCS HECKED . 26 ELEVATION 27 ELEVATION ` ��' PA RY // `\ OPEN TO \\ DINING ROOM GALL: 2/17/17 36 COTTAGE SINK. \ / / \\ 112" = 1'-0" SEE 5PE05 - r 45 =F/FRZ S/ �� \� \� WALL OF S DWFRAME I$ KITCHEN LAND, FAINTED �� �� \ � \� \\ �' L-A I/ 3.. I'--7/V:2" 21-o 51-o 1._4.. 2 1_O I'_3" I'-3" I'-3" 21-1111 4'-O" 29 ELEVATION - 28 ELEVATION 25 ELEVATION BIDDING & PERMITS REVISIONS SOLID GROWN MOLDING #14D115 / / I x8 T 4 G V-GROOVE PANEL I NG, / PAINTED / CASING: x4 FLAT WOOD CAS 1 NG w/BACKBAND \ #28015, PAINTED. AT WINDOW, PROVIDE \ I" STOOL WAPRON Z \ W \\ O STAIR RAILING: \ BLACKENED STEEL 2" DIAMETER HANDRAIL, cn V CONTINUOUS OVER POSTS, Y2"'xy2" BALUSTERS,ALTERNATING 2 1$ 3 PER TRIEAD WMAXIMUMui 4" CLEAR BETWEEN, I"x I" STEEL NEWEL. V INSTALL RAILING TU TREA',DS/FLOCR w/o Gil VISIBLE ATTACHMENTS O Z O a CUSTOM DUTCH DOOR w/S 1 DEL 1 GHTS. _ PROVIDE PANELS BELOW SIDELIGHTS, R E A T AND CASE AROUND ENTIRE UNIT I > cl) Z TREADS I$ LANDING MATERIAL TO MATCH N FLOORING. SEE SPECS m PAINTED RISERS 4 STRINGERS 30 ELEVATION 31 --- ELEVATION cv GYP. BD. TRAY CEILING AT PITCH OF SHED DORMER ROOF. PROVIDE REO'D 08 Z• BLOCKING FOR TRAY ON ALL WALLS V,,^ Q0 M r Q a D W• cj , uiU) 0 W* N U n F-- / N N STAIR RAILING: \ \ BLACKENED STEEL 2" DIAMETER HANDRAIL, \ 1 CONTINUOUS OVER POSTS, Y2"xY2" BALUSTERS, \ p ALTERNATING 2 1$ 3 PER TREAD w/MAXIMUM \ m 4" CLEAR BETWEEN, 1"x I" STEEL NEWEL. \ INSTALL RAILING THRU TREAaD5/FLOOR w/o VISIBLE ATTACHMENTS \ ''c °� oar �'F' '-�� �a x8 FRIEZE UNDER NOSING 1605 RAWN BY: Ix8 T$G V-GROOVE PANELINCG, TCS FAINTED 2/17/17 OPEN TOCASING: 'GALE' O RE A T I x4 FLAT WOOD CAS 1 NG w/B,ACKBAND ff Lt1/2" = 1'-0" #28015, PAINTED. AT WINDOW, PROVIDE ®® i R®®M I" STOOL WAPRON is STAIR HALL EL� Pit I li— RELEVATION ELEVATION 32 33 LL SCALE: 1/2" = V11 BIDDING & PERMITS u 5 _ REVISIONS �:2 3" HEXAGONAL M05A I G IN HONED STATUARY MARBLE BENCH 11 11 11 IL I 12"x24" HONED - i SCONCES LOOR ON SLAB III _TT_F _ \ / 1 11O m 21"x34" PRE-FAB. _ z w \ RECESSED MED. GABS. ul SEE SPECS. �l �l 35 a ,' o 4 3 ° - �' _ 0 37 TAl d � n a VATION ELEVATION � PROVIDE MATCHING WALL *-ELLE CUSTOM PAINTED WOOD VAN 1 TY 3 5 VIE FIN 1 SHES IN TOILET ROOM vi/INSET SLAB DRAWERS. HARDWARE PER SPECS. PROVIDE 1-1/4" THK. HONE Z STATUARY MARBLE COUNTERTOP o 3-1/2" GROWN MOLDING #28114 Q FRAMELESS SHOWER DOOR Ix6 PAINTED WOOD BEADED BATHTUB V-GROOVE PANELING, w/Ix6 BASE w/HARDWARE PER SPECS SEE SPECS a z / \ 6"x 12" HONED STATUARY MARBLE Lo / \ TILE FIN 1 SH ON AONDERBOARD N / \ ti (2) 12"x 18"x3" DEEP NICHES w/MARBLE / \ SHELF 4 TRIM. VERIFY SIZE 4 L__E COORDINATE POSITION w/TILE dJ ` -' TOWEL BAR \ / BENCH w/PITCHED MARBLE TOP SCALE: 1/2" = l ' -O" BASE: Ix(&o BASE w/TOP GAP #14D231 4 r BATHTUB `\ QUARTER ROUND SHOE MOLD SEE SPECS z. Ilk A V) a• v *ELE"T*N ELEVATION Qo � Z GYP. BD. TRAY GE I L I NG AT PITCH OF _w J• U z x �y t W � Q z a w• SHED DORMER ROOF. PROVIDE REO'D a o a BLOCKING FOR TRAY ON ALL WALLS NOTES: w' SEE PLUMB I NCS, ELECTRIC,, CERAM I C a ~ U SOLID GROWN MOLDING #14DIQ5 TILE, AND INTERIOR FINISHES SECTIONS N co) I N SPECIFICATIONS FOR MATERIALS I$ / CASING: OTHER INFORMATION / I x4 FLAT WOOD GAS 1 NG w/BAGKBAND / #280cf5, PAINTED. AT WINDOW, PROVIDE I" STOOL w/APRON O / Ix6 PAINTED WOOD BEADED ____ ___ _____ _____ m d V GROOVE PANELING, w/Ix6 BASE 2-I/2" BEADED COVE \ O MOLDING #2510-7t tw BUILT-IN WINDOW SEAT w/PLYWD. \ SEAT 4 BACK. PROVIDE SOL I D \\ WOOD SILL AT BACK , , BUILT-IN WOOD CABINETRY w/INSET FLAT PANEL DOORS " ALL PAINTED. PROVIDE ONE ROJECT = BASE: =N `� `\ ADJ. SHELF IN EACH UPPER GAB •1605 Ix8 BASE w/TOP GAP #14D231 1 \ 39RAWN BY:LIE— ELEVATION QUARTER ROUND SHOE MOLD TCS 38 w 40 HONED 1-1/4" THK. ABSOLUTE 8/23cl,_I,I/ V2 11 C BLACK OUNTERTOP . 00 00 2/17/17 SINK 4 FAUCET PER SPECS _ o o — — 1/2" = 1'-0" W D 24" DEEP BASE CABINETS =�y w/RECESSED FLAT PANEL BUILT-IN WINDOW SEAT w/PLYWD. DOORS SLAB DRAWER SEAT I$ BACK. PROVIDE SOLID WOOD SILL AT BACK -' DIASTER N 38 *ELE"TM ELEVATION SUITE 40 D rp' 0 0 mlv LlAUFaDRwu rvq & nd SCALE: 1/2" = 1 ' -0" SCALE: 1/2" = 1 ' -0" BIDDING & PERMITS REVISIONS �,I/ 2-I/2" BEADED GOYS MOLDING 3x6 5UBWAY TILE PER 5PE05 14/ 11 12"x24" HONED #2810-1 STATUARY MARBLE 2' 6" FLOOR ON SLAB - _ LIGHT F I XTURE5 OF 21"x34" PRE-FAB. REGE55ED / GYP. BD. _1HL° -� MED. GABS. SEE 5PE05. w/WALLPAPERFT \ O ° / FINISH \ �. PANELING: � \ Z 1x6 PAINTED WOOD V-GROOVE \ \ p BEADED PANELING. PROVIDE �\ NIGHE \ W 42 r - I x2 TOP CAP w/COVE MOLDING D 1 4 Ix6 w/#14D231 \ 44 = _ r PAINTED WOOD VAN17Y TY W/ m 1-1/4" THK. ABSOLUTE BLACK b / F— m 5TONE TOP. PROVIDE I N5ET // \\ // U FLAT PANEL DOOR5. HARDWARE PER OWNER Q OJ.- lik 41 ELEVATION 42 43 ELEVATION ELEVATION Ul 44 ELEVATION �- z a SCALE: 1/2" = 1' -0" Q 3y28"x12" FLOOR TILE. 5EE 5PEG5 3x6 SUBWAY TILE PER 5PEG5 Q Z 3'—oil BEADED COVE --- M2-1/2" MOLDING #28101. PROVIDE ~' GROUND AT TILE SURFACE LLI 11 \ PANEL I NG: \ Ix6 FAINTED WOOD V-GROOVE m \ BEADED FULL HE 16HT PANELING. m 38 \\ PROVIDE BA5E MOLDING 1x6 \\ NICHE \ w/#14D251 \ 7 3 0 ti TAW I TOWEL BAR / CASING: \� — �� 06 Ze b / I x4 FLAT WOOD GAS 1 NG / \ Q• w/BACKBAND #280Q5, PAINTED. o � O , W -J• w z W x ~ Q z nQ. W• � N ' c h7 2, 6„ a C4 to ELEVATION ELEVATION ELEVATION ELEVATION W• " = M 1 g12 , 45 MOTES: cocn• H_ BA", 0 wl\�f r SEE PLUMB 1 NCS, ELECTR I C, CERAM 10 TILE, AND INTERIOR FINISHES SECTIONS SCALE: 1/2" = 1 ' -0" IN SPECIFICATIONS FOR MATERIALS OTHER INFORMATION 5'-1112" PRE-FAB. REGE55ED MED. GAB. 5EE 5PE05 - — - -- --- - -- - 2-1/2" BEADED COVE MOLDING #2a10-7. PROVIDE m ° GROUND AT TILE SURFACE / \ 3x6 SUBWAY TILE PER 5PE05. ROJECT N13: // \ INSTALL ON WONDERBOARD 1605 r, 50 \ SUBSTRATE. PROVIDE ALL REQ'DKAWN BY: N 9 - 5 \\ \ SLAB MATERIAL AT EDGES TCS %Z5 O \ \ 3" DEEP NIGHE ALIGNED w/TILE T- - cv x - \ PATTERN. PROVIDE 5LA5 . i MATERIAL JAMB5 $ 51 LL 2/17/17 — a / PROVIDE FRAMF-LE55 / \ / TEMPERED OLA55 DOOR r BATHTUB. 5EE 5PEG5 BATHTUB. SEE 5PE05 > 2nd F L R / BATHS 49 ELEVATION 50 ELEVATION 51 ELEVATION *5LEVADO—N Mv , AU /LA SCALE: 1121 = 1 ' -0" OQ BIDDING & PERMITS CEDAR SHINGLE ROOFING ON LATH ON 12 2x816" RAFTER TAILS, ANCHORED CEDAR SHINGLE ROOFING ON LATH ON SECURELY TO SHEATHING \ 2x8@16" RAFTER TAILS, ANCHORED SECURELY TO 5HEATHINr-- 6Y01 BD. FINISH ON CEILING Ix8 PVC FASCIA BOARD w/GUTTER PER FRAMIN64 ROOF RAFTERS AT SECOND FLR. PLATE SPECIFICATIONS \ TRAY CEI\1.�N 7 - - - - - - - - - - - - - - - _ _ _ _ SECOND FLR. PLATE \ - \ - - - - - - - - - - - - - - - - - - - - - \ Ix8 PVC FA501A BOARD w/GUTTER PER Ifo* IDI�2 2x6@16" WALL F"MING w/R-22 SPECIFICATIONS Z BATT INULATIN 4 " GYP. BD. FINISH 5/4x6 PVC CASING. PROVIDE 2" THK. \ \ \ Ix VENTED PVC SOFFIT 6 I x6 FRIEZE gui EXTERIOR WINDOW SILL (TYP.) \ \ ATTACHED OVER WINDOW GA5IN6 0M \ \ \ \ O \ \ 12" _ \ \ cn V F— M VINYL GLAD WOOD WINDOW. SEE O ELEVATIONS 4 PLANS FOR UNITS, AND SPECS O�NE S �ASTER \\\ \ Q � PROVIDE L.G.G. FLASHING/PAN OVER � �� � PROVIDE NDOW SILL 4HI TO ROOF WINDOW SILL $ INTO L.G.G. ROOF BELOW OVER \\ � \ SH I N6LE5 BELOW F" STANDING SEAM LEAD COATED COPPER \ Z ROOFING ON 50# BLDG. PAPER ON 3/4" O PLYWD. DECKING G. 2x&@)16" WALL FRAMING w/R-22 I Q BATT INSULATIN Y2" GYP. BD. FINISH cn In 2 WOOD FLOORING ON BLDG. PAPER Q �j ON 3/4" PLYWD. 5UBFLOOR, GLUED $ Z SCREWED TO TO TJI FRAMING PROVIDE SMOOTH TRANSITION w BETWEEN TWO ROOF PITCHES M ti SECOND SUBFLR. - - - - - - - - - - - - - - - - _ _ _ _ SECOND SUBFLR. 12 r s .. 12 Ix8 PVG FA501 A BOARD w/GUTTER PER SPECIFICATIONS WOOD PANELING CEILING Y2" GYP. BD. FINISH ON UNDERSIDE TRIM. SEE INTERIOR TJI FLOOR FRAMING. PROVIDE GA5ED HEADER. SEE DETAIL 4 ELEVATIONS FOR DETAILS BATT INSULATION BETWEEN FLOORS V-GROOVE PVG VENTED SOFFIT ON SHEET 21 FOR ROLL DOWN PER SPEGIFICATION5 ON 2x4@16" OVERHANG FRAMING SCREEN DETAILS c ca Z . ►- 21-011 M� to 4 V-GROOVE PVC, VENTED 50FF I T ����� ROO� ON 2x4@)16 OVERHANGFRAMING D I N I N& ROO� �►` 0 CD J Q M ow X W J •WZ ?:a ~azU. CERAMIC, TILE PAVING PER SPECS WOOD FLOORING ON BLDG. PAPER D WOO w ON SETTING BED, ON 4" THK. ON 3/4" PLYWD. SUBFLOOR GLUED <N o GONG. SLAB REINFORCED w/6x6, 50RENED TO TO TJI FRAMING CEDAR SHINGLE 51DING ON 15# BLDG. W . 0 O 101(o W.W.M. PITCH SLAB TO FRONT PAPER ON 5/8" THK. PLYWD. SHEATHING 1: 4 EDGE FOR DRAINAGE = PROVIDE FLARE �/BLOCK I NG A5 REQ'D v M O co co • :° FIRST 5UBFLOOR - - - - - - - - - - - - - - - - - _ _ _ _ - FIRST 5UBFLOOR STUCCO FINISH ON RISERS 'da a d BLUESTONE TREADS cr 4 a g e: v ;,s�sc+�.`,s`�TERMITE SHIELD(2)2x6 TREATED WOOD SILL w/INSULATED r' POURED GONG. HAUNCH BEARING 2" MIN. ON j � II d d a I+�' . ' STEEL BEAM IN POCKET IN — (U#5 REBAR a: f FOUNDATION WALL FOR SUPPORT OF TERRACE. �•i • FOUNDATION. SEE PLANS FOR SIZE a i; ,. a �a._.., d PROVIDE ONE #5 REBAR e I E/8" x 16" CAST IN PLACE ANCHOR `^` 07. 50 1 rJ BOLT ® 52" O.G. (TYP.) d v' e a.l ed II o • P �'a. 10" THK. POURED GONG. FOUNDATION WALL '° I I d°O' "o' # (2)d PROJECT NO: v II . 5 REBAR, CONTINUOUS A* w/#5 REBAR @24" O/C EACH WAY, w/56 ' 1/2" GYP. BD. ON FURRING OFF WOOD r'/8" TYPE 'X' (AT GARA(5E) GYP. BD. ON 1605 SPLICE AND PER SPECIFICATIONS, e. STRUCTURE ABOVE. FURRING OFF WOOD STRUCTURE ABOVE. DRAWN BY: w/LIQUID APPLIED DAMPPROOFING de PROVIDE FIRE SEAL AS REO'D °: Ixl2 VERTICAL PVG SIDING ON TR. WD. BLOCKING OVER GONG. TO GRADE. TCS .a •°, d <•. • . 2x4@16" FRAMING AGAINST 4. • • �� a PROVIDE )2x2 PVC, BATTENS AT JOINTS, CHECKED BY: e FOUNDATION WALL w/R-15 INSULATION IxIO TOP $ Ix8 BOTTOM RAIL Y2" GYP. BD. FINISH G A A&E tl a°. d DATE: 2/17/17 4" THICK CONCRETE SLAB REINFORCED W/ ° SCALE: •a a ° d 6X6, I0/10 W.W.M.. PROVIDE SAW GUT AS NOTED A. CONTROL JOINT5 AT 20 INTERVALS. (TYP.) 5" THK. POURED GONG. FOUNDATION WALL SHEET TITLE: a w 10" THK. POURED GONG. FOUNDATION WALL /#5 REBAR X24" O/G EACH WAY, w/56" : w/#5 REBAR ®24" 0/0 EACH WAY, w/56" a SPLICE AND PER SPEC I F I GATI ONS d 2" THK. SLAB INSULATION ON A COMPACTED 5UB-GRADE d SPLICE AND PER SPECIFICATIONS, ° d ' . � '• : • SEE SPECIFICATIONS .• 'a. • ' w/LIQUID APPLIED DAMPPROOFING WALL BASEMENT 5 AB n v — _ — — ° e SECTIONS - - - - - - -• - - - - - - - - - - - - ' •• •• •' BASEMENT SLAB v d ° ° a•. v e —.—Z7 — — — — — — — — — — — — L A A A][ C,1 e e a a d ° v d' v a 4 E° � POURED GONG. FOOTING w/(2)#5 d v ° e 4 °d v• d REBAR AT BOTTOM SHEET NO: O °'' e m D •v e O v ° WA L L L E ON WA,, L L ION SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" Q11'11'11A1� Q �C�ISAIT CCT i STANDING SEAM L.G.G. ROOFING Ix4 ON Ixa PVC, FA50IA, W/1x6 FRIEZE BOARD BELOW i i PAINTED PVG PANEL w/Ix4 FRAME, ALL SIDES i 5TANDIN6 SEAM L.G.G. ROOFING. PROVIDE Ix4 ON Ix8 PVG FA50I A Z W Ix4 ON Ix8 PVG FASG I A, W/670If UTTER PER O SPEOIFIOATI ONS � = V PVG CASING ON BUILT-UP WOOD BEAM V 0 Ix6 IPE DECKING ON BEVELED SLEEPERS 1011 1'-O" Q RUBBER MEMBRANE ROOFING ADHERED V-GROOVE Ix6 PVC, PORCH CEILING, PAINTED O TO PITCHED 3/4" MARINE PLYWD,. DECKING F— Z MAHOGANY RAIL W/GANTED TOF ATTACHED TO 1-1/2"x3" (AOTUAL) RAIL G.. LINE OF TOP OF L.G.G. PORCH ROOF BEYOND. D tV TERM I NATE BEHIND RAILING INTO WATERPROOF Q MEMBRANE OF DECK ROOF, WATERTIGHT tcl) Q - 4x4 WOOD MID-NEWEL BOLTED SECURELY TO Z STAIR STRINGER, PAINTED N m � L3 a a m FINISH FIRST FLOOR i i '�tS Z- V/ Q• M Oa d' r � r V • 0 n a W 'J• W Z W x 2x10@1(o" FLOOR JOISTS w/5LEEPER5 CANTED _ ~ a z LL TO Y4 TO 1'-0" TO DRAIN DECK ABOVE. a/V2" W• o OTHER THAN AT STAIR, DRAIN ROOF FROM II" BELOW FRIEZE BOARD UNDER DECKINGW• = M 14/V:2 11 U Q �-• U —PAINTED WOOD GAP w/CANTED 5URFAGE cj) U)• T lip MAHOGANY HANDRAIL w/CANTED TOP SURFACE, W/DADOED SUB-RAIL C�= !fir r' , "0•.. C- ! PFJ m 1-1/2"x5" (ACTUAL) HORIZONTAL MAHOGANY RAILING, PAINTED a :. STAIR WIPE TREADS 4 PVC. FINISH RISERS. PROVIDE 2x12 TR. AID. OUT 5TRINSER 916" m Ix6 IPE DECKING W/BREADBOARD EDGING, BLIND ATTACHMENTS PROJECT NO: 1605 DRAWN BY: Ixa f:\/r.f:\/r. FRIEZE/STRINGER COVER CHECKED BY:TS — - - - - - - - - - - - - - - -- - - - - -- - DATE: 2/17/17 — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2x4AI6" FRAMED WALL W/5/8" PLYWD. SHEATHING $ PVG BOARD 4 BATTEN SHEET TITLE: S 1 D I NS AT EXPOSED AREAS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STAIR/DECK DETAILS — — — — — — — — — — — — — — — — — — — — — — — — — — —a-=°— a Ixa PVG BASE a All SHEET NO: A a < ' CONTINUOUS GONG. FOUNDATION WALL W/FOOTINS qa A A STAIRMECK SECTIO! SCALE: 1" = V -0*' BIDDING & PERMIT SET \ STAND I N6 SEAM ROOF ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING ON \ ROOF RAFTERS PER PLAN 55411 \ \ (3)2x10 'BUILT-UP WOOD HEADER 5j II Z Ld .`•\, \ 2"x5"xv4 1"x3Y4" WIDE ROLLER MOUNTING ANGLE _ 2x8 RAFTER EXTENSION ATTACHED D SECURELY TO RAFTER. CUT UNDERSIDE TO V \ `.�•`•. \ \ FORM ROLLER CAVITY � 0 `•.� 4" DIAMETER ROLLER Q NO PAINTED PVC FASCIA, SOFFIT AND 2T/4" O ROLLER/BEAM CASING. PROVIDE a \ '`•.` \ \ DADO'ED, NON-MOVING, GLUED JOINTS Q �• Q `•• \ / / \ Z DK / \ `110 \ '\ \ REQUIRED ROLLER CAVITY / I 4 II / 4-/a 611 off z• EDGES OF 2x8 RAFTER EXTENSION, cn c� Q• FOR ATTACHMENT OF ROLLER ;SUPPORT Y m / - - — - - - - - - -� ANGLE 13/a11 yo 0 w -J• WZRx W / _ ~ Q Z w• . Ix PAINTED CEDAR COLUMN CA51�16 a N °o w• N =M U � j.00� 27/64X 13/g" RECESSED 51 DE TRACK, i ATTACHED SECURELY TO BLOCKING �• 67 11 I � 113 11 i I 11 1 1_O 11 i I GJ ROLL DOWN SCREEN cl m j I CENTERLINE OF BEAM ABOVE PROJECT NO:1605 j CENTERLINE OF ROLLER ABOVE DRAWN BY: LINE OF ROLLER CA51 NO ABOVCHECKED BY:E TCS LINE OF ROOF OVERHANG ABOVE DATE: 2/17/17 I SCALE: 3" - 1'-0" SHEET TITLE: SCREEN A - T Ill m ti-P L A" N D E 1�r A" I stk�o ION D � �A L DETAILS SCALE: I"= 3'-0" SCALE: I"= 3'-O" SHEET NO: Z w W V O V a z O I. 'a rv^/ v/ a z M ti I" THK. CONTINUOUS WINDOW STOOL FORMS TOP EDGE OF SLOPING SEAT BACK, ALL 51 DE5 Ix5 V-GROOVE PANELING TO MATCH WALL5 3/4" PLYWD. SEAT w/EDGE BANDIN(5, FORMS EDGE TO HOLD SEAT CU5HION5 IN PLACE 3y2�� 06 Z . c OI co) a T c4 4x4 RAILS, w/CANTED BOTTOM m ` Q Y ti EDGE. PRO\/1 DE Ix WOOD RAILS -� . a i M AT EDGES OF PANELING O �= w -� •U, - =Qui ZU. = w ` Lo PROVIDE RECESSED KICK U uP d w •aw�m N= UM 3' 1'-5" c) NEND VIEW (&- BEImmCH SCALE: 1" = 1' -0" I'-I I" 41 mawom or- LlF 0�Q4`F C S^) ;i PROJECT NO: 1605 DRAWN BY: TCS CHECKED BY: DATE: 2/17/17 SCALE: AS NOTED SHEET TITLE: DETAILS SHEET NO: BIDDING & PERMIT SET Z w Uj W r� V TO i U t ' V w 0 a � HW Z HOME GYM �---- O- J O O woRK AREA Q MEGHANIGA L ROOM N LCA -------------- IN -IN I EL GTR I G ---------------- ------------- F --W -- --D -- a TO 240v -- ABOVE 240v ' ---------- __ (NEMA 10 LAUNDRY `� (NEMA 14-50) 14-50) ' otS Z• ---- I t t II ----------ECREATION ROOM P OPENER W -j w Z � M0� 3 x , w S I , t i ---- i W' a N J--' I f- ,; ; -------------------------- ------------------------- ------------ _ _------------- UP I I -- _ ------ E3 , ........... ELECTRICAL LEGEND GOD--i�ORGH GO��RD DRIV�w�4Y ' - �.>a-� X RECEPTACLE OIUTLET SURFACE MOUNTED SPOT LIGHT ------------------------------------------------------ DUISTORA�G� MUD ----------------------------------------------------- -LFE ,'�C'•�°�' 220V RECEPTACLE OUTLET SWITCH ----------------------------------------------------- i�OOM QUADRAPLEX RECEPTACLE OUTLET DOOR 5WITGH PROJECT NO: HALF HOT RECEPTACLE OUTLET SWITCH DIMMER 1605 WATER PROOF RECEPTACLE OUTLET ® TELEPHONE W DRAWN BY: GROUND FAULT INTERRUIPTOR OUTLET TELEVISION TCS HIGH HAT FIXTURE SM SMOKE DETECTOR C 14 EEC KED BY: v HIGH HAT FIXTURE LOW 'VOLTAGE © CARBON MONOXIDE DETECTOR DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN DATE: SURFACE MOUNTED CEILING FIXTURE 2I17I17 ® A E:SURFACE MOUNTED LOwI VOLTAGE SPOT �� UNDER CABINET STRIP HALOGEN FIXTURE 1/4" - 1 1 - 0" SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED LIGHTING TRACK ® AUDIO SPEAKER rw EXTERIOR WALL MOUNTED FLOOD LIGHT SHEET TITLE: EXHAUST FAN YOUw� BASEMENT Al . L A� IL ELECTRIC SCALE: 1/4" = 1 ' -0" PLAN SHEET NO: 411,1) drz BIDDING & PERMIT SET TO BEACH STAIRS ------------------- ----- ----- ------ BARBECUE 1,114PA". OUTLETS SHOWN ON PORCH ,' �' ---___ �• `� COLUMNS FOR MOTORIZED ROLLED SCREENS. 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FRONT PORCH , ,0 ELECTRICAL LEGEND ® SEMI-RECESSED STEP LIGHTS ___ _ PROJECT NO: DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT L 16HT ___ --- ----- ----- ----- Q 220V RECEPTACLE OUTLET SWITCH QUADRAPLEX RECEPTACLE OUTLET DOOR 5W1605ITGH } DRAWN BY: HALF HOT RECEPTACLE OUTLET ® -I-ELEPHONE 5WITGH DIMMER ,rCS Q WATER PROOF RECEPTACLE OUTLET CHECKED BY: GROUND FAULT INTERRUPTOR OUTLET D TELEVISION LTJ HI6H HAT FIXTURE 5/5SMOKE DETECTOR DATE: v HIGH HAT FIXTURE LOW VOLTAGE Gg CARBON MONOXIDE DETECTOR 2/17/17 DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN ALE: SURFACE MOUNTED CEILING FIXTURE 1/411 = 1 I - off ® SURFACE MOUNTED LOW VOLTAGE SPOTS UNDER CABINET STRIP HALOGEN FIXTURE SHEET TITLE: F�- SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED LIGHTING TRACK ® AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT 7 EXHAUST FAN ly 1st FLR STEP LIGHTS ELECTRIC PLAN SHEET NO: Fl L 0 U L IF t"� 1" y L I t rv� L .R- SCALE: 1/419 BIDDING & PERMIT SET Z W 0 V V Q ❑ i window seat ,// ��� window seat /�/ I / / ----------------------------------------------------- --- -- 1 --------------------------------- El El ------------------------- // Z ---'' 1 T1/ -------- ---' I -------------- ----' I ` pciNER (L \ I �, I ; ; I /GAB Y- M ---------------------------------------r I 11I I I ; � I I -� I ' .t _- --- t I I 1 I I I MASTER I I , O EN'S ADELYN'S BEDROOM ; Z I BEDROOM r ; ; BEDROOM to 1 \ I I I -? ; / i queen MED/GAB ------ — I I SSD I r STAIR HSL,'. i ---7 king MED/ I ------- ----- *1 Ze 1 --------------------------- --- (n GUEST �'= I v 5!D i I i i M %AB Devil W J Z W X �UeO I I I I •( --- I ; I I = W• V M W to I �AB ,1 � N � LAUNDRY/ WALK-IN \; I II , C:fl ----------------------- I LINEN I 11 Q TO I 11 CLOSET i i co N• r------------------4 SWITGHE '\\ .`. � �� .1.' TY // i �� ��' II ' I I d / PROJECT NO: ekh 1114— KI F-' L H 4 L L 1605 AU.- YO Uri n d L I k�p DRAWN BY: TCS SCALE: 1/4" = V -011 DATE: 2/17/17 ELECTRICAL LEGEND ALE: DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT 1/419 = 1v - oil 111111111 220\/ RECEPTACLE OUTLET SWITIGH SHEET TITLE: GUADRAPLEX RECEPTACLE OUTLET DOOIR SWITCH HALF HOT RECEPTACLE OUTLET SWITIGH DIMMER WATER PROOF RECEPTACLE OUTLET ® TELEPHONE 2nd F L R GROUND FAULT INTERRUPTOR OUTLET � TELEVISION HIGH HAT FIXTURE 5/5sMOIIGE DETECTOR ELECTRIC HIGH HAT FIXTURE LOW VOLTAGE G? CARBON MONOXIDE DETECTOR PLAN MI DIRECTIONAL HIGH HAT X SURF;AGE MOUNTED CEILING FAN SURFACE MOUNTED CEILING FIXTURE ® SURFACE MOUNTED LOW VOLTAGE SPOT �� UNDER CABINET STRIP HALOGEN FIXTURE SHEET NO: SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED LIGHTING TRACK ® AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN BIDDING PERMIT SET 1 NEIGHBORING RESIDENCE 1 N/O/F RJJ Properties LLC C/O Richard A Horstmann 7225 Nassau Point Rd 1 1000-111 -15-12 1 PROPOSED NEW UNDERGROUND DRYWELL SEE SITE WITH 12" 50 METAL INLET GRATE FOR 1 1 ',,, STORMWATER RUNOFF TYPICAL ' � ��i ,���� XISTING HOUSE TO i �_ ;• Z E I�I L �\/� PREFAB YARD STEPPED TIMBER E ADE AS CONTOUR - BE DEMOLISHED t I^I �I BASIN PIPED TO RETAINING WALL 5HONN1� �. 1 W �RA,Y I I O 2 DRYWELL "A" SEE DETAIL SHEET #2 i 23 24 0 � i CONCRETE RETAINING 22 q'1, 28 1 26 8 i 1: LINE OF 20 Uj 0 WALL W/ STUCCO 21 1 % EXISTING STEPPED TIMBER RETAINING FINISH #2 EE DETAIL 1 : BULKHEAD -n n WALL SEE DETAIL SHEET #2 SHEET 1 1 d 7d rn rn 19 I \ 1 1 ,p PROPOSED NEW 35'-q 1 1 \ ` -28 V p UNDERGROUND WATER LINE 18 1 LITTLE p 50 Swale \ DW A 1 \ \ ., , 1 PECONIC rn N / 8'x6' +2 mI \ ° '� Q � BAY p 1 1 BW 14.q UP ATE _ —_ —_ —— 25 �� itt 1 tit -- TW 15.0 +T q'+ 33 _ 4 \ 10 0% �+ B1N 14. cr 10 — 215z i TW 14.01 / 20 \ \ 26 ' BW / 1 9 . . +25.4' I i TW 1�5 �� DWS / 1 _ TW 17.0 LAWN 8'x6' 8.3 1 I 9 \ ► 1 TW 16. 14.q \ \ (T/F _BWl 14.q . . . 4.q'+ Q + o W I . . . . . . I PREFAB G E I : : : : : : : : : : . . . . . . : : . . I \ \ i� !•� N BASIN PIP I I 1 p 1 M RRYWELL T I5. + 1. I \ \ 1� ti OR POOL ITCH T7N I. . . . . . . . . . .�.� 25.86. I \ 10 1 rz QU I PMENT SEE i- -—. VERALL 51TE AUTOMATIC \ UP VI E UN I LAN POOL PROPOSED I COVERNEW POOL NE 4 . . . . . . . . L. . . i 1: _ — — 20'x40' R NJoN I I \ y125 1 i ..........' PLANTINGS F G EDRDM� YV%. . . . . . . .. . . . . . EW CONTOUR - REGRADE A5 SHOWN . ST4R1� \ I 1 Bl1fi:D}1�I RA I+14.0 I \ I aTt 1.iG. BEACH 1 06 Z- _ II : r \ I :.. . .. 1 c� Q— � o, •.• . i Z 6 v ' ' PLP 1 , 25:86 \ 1 a } +1 w ' = WW . . . . . . . . � a z L a FENCE PROPANE TANK : . UNDERGROUND \ +14. . . . . . . . . .. : 1 - s� \ L— —— ' i ED w- N v . . . . . . 1=1 RST SLR . . 0 PROVIDE UNDERGROUND �24 '� Q I-- 0 . . . . . . . . . . LE + .86 I PROPANE ELECTRIC 1 GATE \c .. . . . : . G RA E.. LAB 12 \ . LINES FOR BARBEGUE 1 co Cn +15.� . . . . . . . . . . : SLI=: +I .� . . . . 1 2 � 1 - OM BUL, P _K_k rt LP p,C FR 1-� �O t '''�"a PITC D 1 H I D \ \ 8x4 4 NEW A5P1� T DRIYEYYH / � \ 23o-� c� EXISTING 14 8 sw le BEACH S`�AIR5 TO REMAIN PROJECT NO: 8'x4' 22 1605 LP 31 / \ \ 2 PROPOSED NEW UNDERGDRAWN BY:ROUND UT EW A5Pf _ — — \ DRYWELLS FOR STORMWATER RUNOFF EXISTING DECK STRUCTURE TO CHECKED BY: Q' P RK I NG AR A \ \ 1 2b,\ \ FROM BUILDING STRUCTURES TYPICAL BE REBUILT - REDUCED I N 51 ZE TS TO 8'x 12' DECK STRUCTURE, EXISTING DRYWELL TO 3 SPACES I5.0 \ 1 \ \ OUTDOOR SHOWER - NEW PAVING EXISTING PILES AND FOOTINGS DATE: BE FILLED IN AND \ _ 2/17/17 ABANDONED \ +15. 17 \ SURFACE WITH DRAIN, SIDE WALLS AND TO REMAIN A5 REQUIRED - EXISTING DRIVEWAY REMOVED A%5 REQUIRED SELF CL051NG DOOR SEE BUILDING REMOVE EXISTING NON SCALE: 16 REUSE REMOVED EXI5TINCG DRIVEWAY MATERIAL IN PLANS, ELEVATIONS $ SPECS REGUIRED STRUCTURE AS 1/8if = 1' - O" NEW LOCATION AS SHOWN ON 517-E PLAN EW CON OUR - REQUIRED SHEET TITLE: REGRAD AS SHOWN \ PROPOSED NEW UNDERG LL WITH ENLARGED METAL I N FOR 5TORMWATER RUNOFF 14.5'+ —�15 N F DRIVEWAY SURFACE TYPICAL [q-ESITE p� SCALE: 1/8" = V-0" PLAN EXISTING DRIVEWAY REMOVED AS PROP05ED NEW SEPTIC SYSTEM FORA N REGU I RED REUSE REMOVED 5 BEDROOM RESIDENCE I EXISTING DRIVEWAY MATERIAL IN NEIGHBORING rn - 1500 GAL SEPTIC TANK (5T) n NEW LOCATION AS SHOWN ON 51TE Drews Michael R, Drews Robin S SHEET NO: - CLEANOUT y N PLAN 7425 Nassau Point Rd - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) 1 � O - FUTURE LOCATION FOR (1) 8' DIA x 8' 100(0-118-4-2 HIGH LEACHING POOL (EXP) U0 BIDDING & PERMIT SET CONCRETE RETAINING WALL PROPOSED NEW UNDERGROUND W/ STUCCO FINISH SEE DETAIL DRYWELL WITH 12" 50 METAL INLET GRATE FOR 5TORMWATER RIUNOFF PROPOSED NEW UNDERGROUND WATER LINE STEPPED TIMBER RETAINING WALL TYPICAL SEE DETAIL PROPOSED NEW UNDERGROUND ELECTRIC STEPPED TIMBER NEW CONTOUR UTILITIES LINE RETAINING WALL - REGRADE ' 11 P B �� RD B S P P D TO SEE DETAIL EXISTING AS SHOWN EXISTING UTILITY POLE PROPOSED 4 FT HIGH POOL 50 35_q DRYWELL A CONTOUR LOCKING GATES 17 18 19 20 21 22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /_ - I �/ " �/ \ � ' \ i \ \ IL A v_ - A IL - \ � \ I .4'+ 1 TW I .5' TW 1-7.0' TW 1�.5' TW I8.0' TW I8 +TW 15 5' TW I5 5 1 I 16 �;N-1 .9'+ \ L2 BW 16.4'+ +BW 14.�i' L2 BW 14.q'+ sw e Z z b2 \ -_ \ 12"x'72 x2"TH STtO /L2 � L2 \ -_ 2 5 s wa e .. - - _ i - - BI3Gl�lG ON GONG SLAB�!'YF - - - - - - - - ' W -,LA1�lN-- 5 SUP / \ I 1 kn /A / +14.q' 14.9 1+ + V / / EG N I GAL O OGATION OF POOL / \ / \� 18.2' Ea PMENT FOR 1 = EQUIPMENT SHOWN ON / �� ATE RE IDENCE \ (,� OVERALL SITE PLAN / X FOR AU OMATIC PO L ' , L2 �_ G VER SEE ANUFACTU RS \ NEW TER GE STONE / DW A \ / II 1 21 2 ` V L REG1U1 MENT5 _" A � SLAB W/ 6X6 10/10 WWM � �t`'�`` LAWN / 8'x6' \ , / \ 1 - 4- 2 TYP I G L PAVING ATTERN = T �_ I / 0 �- _ I 14.8' I 1 \ Q E INE FROM / O L COVER OTOR 5WI GH �` � , Q \ RAINAG L AT RESI ENCS 52' � BW 14.�f'+ O TO DRYWEEL SHOWN OIN -_I +I 4' 19 20 23 2'.4 w OVERALL SITE PLAN +15.0' 15.0+ RIDGE / _ .. .. �._, . . .. ' . . 1 � 5.0' P O O I R POSED::NEW:U RGR. UhID . .. : ':: ::' : : : '":'''."':.:''.:..::: : :�::: ':.� �. �.• ... . \ POOL POOL z / 12"x 2"x2" THK TONE N 0 �. UTILITIES i:INES':I.NT RESIENC :.'.': -_ _ _ \ SKIMMER SKIMMER . \ .. V I Q I I 11 1 i - 1 24 x32 x 2 Ta _ E O GOP N - II . STON PO L 1 PAVE S O TH GONG � E - 1 W/ BULLNOSE EDGE ` ` . .. .. .. SLAB 6X6 10/ WWM . Q G 00 P RO i�0 S D . U O ATI P L A TAT M AUTOMATI G�00 L SHA OW E Z L ND PREF BG A TGH AS I COVE R BOX TY P � I I O R G VE - AS TE OO HOW GUN I 1 3 6�T DEE P 4x4 I A - - Ln W/ BR N _ ZE 2 16 - - - - 1 2 N S . X4O C,2 O - O NAM 2 EN TA L � M PIPED TO YWE LL ti DEEP EN D I I5.0 Y ft 5 P dJ 8 T /F 4 8 8 FT DEEP ... . IN O O L _ . I5. + + .. 5 I ER P I TGH DN N 57.. \ ��� \ �� \ I UNDERWATER-POO \ . i I GHTS TYP Z . � L \ PROM E HAUNCH I �;':' :::.:.'.' � ::'.'::.: :. ...::::. :::::: SWITCHED AT RE5IDENG i / .'� . F UNDATION OR PAVIN / - S G2U I DAT STONE / Q / - R GE PIGAL 1 2 U II 11 \ - 2 x72 x2 THK STONE \ - NOSE G BU / AWN POO GOPIN LL L L W/ b / . oOL E DGE AT POOL TY P OOL ani`'O I II II RETURN RETURN - - - - - / 5 O E GING N L I -I NtI:T`- L INLET T N D i �, �6NG S B TYP �tS Z - - - _ _ _ - E3D S M C, is.o + 15. '+ . . N Q• M o RID E . ' �S� ANT ': +15. z 15.0 = M NEW TER GE STONE AVERS J • Y _ P A . 0 L NT I NGS ST I� .., 5 a - ya N M O a- �- m _ - . • H \ J V W 3 - PGA PAVIN x 10 I WWM TY L / FENCE 'J z !!1 - - U fi _ W a I- I- / - z OWN I TGH a LL PATTERN S SH _ 'QS . W• o b W N a 0 a N y W M +14.8 U n 14. + I- � I4.8 .- 1 11 I 1 M • tD r ONE / P ANTINGS 12 x'72 x2 THK ST Q L D N II \ .. DG I NG ON GONG S AB TYP FENCE 3 8 L 18 .qb QST. '1�1. ::: ':':': :':': .'::':':':' .'.':' \\ } , . I Lid.. . . ROV I DE HAUNCH I N POOL / T I R P O F I S 55 . .. L '.+2�I .':': : ::.' .': ..:..: . ... . STRUCTURE BELOW FOR FL SEF R L N " . .G "(� ,L SL'A5.:.... . '....'.'.':':....'. :.,...'...........': . .::':':'.... :':':.'..' ::':'.'. PAVING A5 REQUIRED AT ...'. . . PROPOSED - - GA \ .. STONE TERRACE TYPICAL \ - . 4 G PO O L - . FT HI H - - .. EN SE F \ . GE L ENCLOSURE F3 W/ L 3 .. ,, , G OSI NG OG KING GATES ,' , L L / . . --J PRO NK ---- \ PANE TA UNDERGROUND ` ` k <: \ P ANTINGS - I . L . .. 4 + , . 15.0 . i i • x I L d + _ PROPOSED NEW SEPTIC LINE 14.8 14.18 CLEANOUT '�a-�- <, SEPTIC, SYSTEM SEE .-- I VT. --- +15.0 G � ick E 1. U _ , P ti� DRAWING #I #2 - . b -��.� , E \ I5.6 15.0 + L N P T G E 5 PROJECT N O. I 5 4 1605 GOBBL STONE \ 1 P 1 L verff \ . y DRAWN BY: CURB I N 1 . . UT .... . " • CHECKED BY: . TC S I 5 T I 1 / .. . D ATE: \ 2/ 7 l 1 . 1 /17 . / . . ., SCALE: 1 1/4 1 - 0 N + . H D IGH TG H POINT \ N PI � Sim lel � H� T GOBBL E STONE L P T SHEET T ITLE: C N D CURBING fill Y 1 N .. 15.7 . NO . .. . . I 1 . E GU \ NLA R RBING G E D I ... P OOL PL N N : . A W SSP H T L .'. I7fi� . . �EJN� Y ... . . 4 1 0 SCALE: 1/ \ SHEET NO: N p N b NO / T 1 T G I C N D \ P GU N + RBING 15 6 .. ... . a 'a:.':':':'. GOBBLE STONE O. . \ . CURBING - .. .. 1 DW G 15.q 1+ � / 8'x8' \ \ ;*:: . / \ / T� \ � \ � BIDDIN & PERMIT TSH WER �' �5 LP 14.5' 16 17 18 19 PROVIDE CONTINUOUS POUR BOND BEAM AND HAUNCH W/ REQUIRED REBAR IN POOL STRUCTURE 21 BELOW FOR PAVING AS REQUIRED AT STONE TERRACE TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JOINTS - TYPICAL A SURROUND FOR POOL cV Z SWIM OUT W PROVIDE DRAIN WITH DRAIN COVERS CONNECTED TO 0 SUBSURFACE DRAINAGE 6" I'-I" I' 40' I' 0 DRYWELL5 TYP 5EE 51 TE PLAN PROVIDE STEPS INTO POOL WITH 5 EQUAL RISERS V TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE ~ CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JO I NTS V K�A cf) � 3 O IDE CONTI NUOU5 POUR BOND !BEAM &UNITE STRUCTURE W/ REQUIRED PROPOSED NEW OUNITE Z REBAR FOR THE BOX FORp O UP THE AUTOMATIC POOL v � SWIMMING POOL COVER TO BE -a DEEP END 20X40 SHALLOW END G. CONSTRUCTED A5 A p W/ MARBLE DUST FINISH MONOLITHIC STRUCTURE �- CONSTRUCTED WITH THE v a POOL STRUCTURE WITH NO COLD JOINTS < Q O Z 4 O N 1L ti X O >n SWIM OUT UNDERWATER POOL LIGHT FIXTURE TYPICAL PROVIDE DRAIN WITH DRAIN COVERS CONNECTED TO SUBSURFACE DRAINAGE DRYWELL5 TYP SEE 51 TE PLAN �S Z. % - N !h M Q O W —j• w zW x ~ a z :D W• 10, ui Q C-4 e�D N W• N S M U � I LL_j B OOL PLA' pN Q �• V SCALE: 1�2'� — -0�� PROVIDE CONTINUOUS POUR BOND BEAM AND cn U)- HAUNCH W/ REQUIRED REBAR IN POOL STRUCTURE BELOW FOR PAVING AS REQU I RED AT STONE TERRACE TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JO I NTS - TYP I GAL AUTOMATIC, POOL COVER SEE MANUFACTURERS SURROUND FOR POOL SPECS FOR 51 ZE AND REQU I REMENT5 12"x-72"x2" THK STONE POOL COPING EXPANSION JOINT WITH JOINT FILLER W/ BULLNOSE EDGE AT POOL TYP EXPANSION JOINT WITH JOINT FILLER AND Gr to ^: AND SEALANT TYPICAL PROVIDE STONE PAVERS TO MATCH TERRACE SEALANT TYPICAL ` S P C. OVER AUTOMATIC POOL COVER BOX WITH PROVIDE STEPS INTO POOL WITH 5 EQUAL R15ER5 STONE PAVERS ON MORTAR SETTING BED ON REQUIRED 55 SUPPORTS FOR PAVERS TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE STONE PAVERS ON MORTAR SETTING BED ! a 4" THK GONG SLAB W/ 6X6 10/10 WWM TYPICAL ANCHORED INTO POOL GUNITE 5TUCTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO ON 4" THK GONG SLAB W/ 6X6 10/10 MM GOLD JOINTS TYPICAL t l GRADE TERRACE e SHALLOW END PROJECT NO: 1605 PROVIDE 30# BUILDING PAPER PROVIDE 30# BUILDING PAPER UNDERWATER PROPOSED NEY�I &UNITE DRAWN BY: BOND BREAK TYPICAL POOL LIGHT m BOND BREAK TYPICAL SWIMMING POOL : : UT FIXTURE TYPICAL CHECKED BY: . 20x40 PROVIDE HAUNCH IN POOL STRUCTURE FOR TS PAV NG 5 QUIRED AT STONE TERRACE 12 I A RE max .:.;.. :. .:.:: ... ......:. . PROVIDE CONTINUOUS POUR BOND BEAM AND ATE. • �. ..`; HAUNCH W/ REQUIRED REBAR IN POOL STRUCTURE D /17/17 BOX FOR AUTOMATIC POOL COVER SEE � ' � � � -�� STONE MANUFACTURERS 5FE05 FOR 51ZE AND DEEP END `� TERRACE BELON OTOPBE CONSTRUCTED AS ATMONOL SCALE: REQUIREMENTS STRUCTURE CONSTRUCTED WITH THE POOL 3 STRUCTURE WITH NO GOLD JOINTS - TYPICAL SHEET TITLE: PROVIDE CONTINUOUS POUR BOND BEAM &UNITE SURROUND FOR POOL STRUCTURE W/ REQU I RED REBAR FOR THE BOX 1 Max FOR THE AUTOMATIC POOL COVER TO BE UNDISTURBED SUB&RADE TYP POOL CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL STRUG�DWJ0INTS DETAILS DRAIN LINE FROM AUTOMATIC POOL COVER BOX TO DRYWELL .�:.r.�. PROVIDE &UNITE POOL STRUCTURE TO BE COMPACTED GRAN LAR FILL COMPACT IN 12 ' CONSTRUCTED AS A UNIFIED CONTINUOUS SINGLE LIFTS TO 959 DENSITY. FILL BOTH SIDES OF WALL COMPACTED GRANULAR FILL. COMPACT STRUCTURE CONSTRUCTED WITH NO GOLD JOINTS, EVENLY TYP SHEET NO: IN 12" LIFTS TO q5% DENSITY. FILL BOTH TYPICAL FLOOR - 6" THK &UNITE WITH #3 PROVIDE REBARS AS REQUIRED SIDES OF WALL EVENLY TYP REBARS AT 12" OG EACH WAY MIN TYPICAL UNDISTURBED SUBGRADE TYP R U P 0 0 SCALE: 1/2" V -011 BIDDING & PERMIT SET