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HomeMy WebLinkAbout38821-Z - 'f 'tTown of Southold 2/1/2016 CI P.O.Box 1179 53095 Main Rd s Ar fDt,3 Southold,New York 11971 * t.,nw,' CERTIFICATE OF OCCUPANCY No: 38074 Date: 2/1/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9350 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 59.-7-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/3/2014 pursuant to which Building Permit No. 38821 dated 4/28/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED ENTRY, REAR DECK AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Malone,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0045 12-12-2015 ELECTRICAL CERTIFICATE NO. 38821 01-19-2016 PLUMBERS CERTIFICATION DATED 12-14-2015 Georg Berry Jr A rite ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38821 Date: 4/28/2014 Permission is hereby granted to: Malone, Robert PO BOX 275 Southold, NY 11971 To: construct an a New Single Family Dwelling with attached garage, covered front entry & rear deck as applied for At premises located at: 9350 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 59.-7-26 Pursuant to application dated 4/3/2014 and approved by the Building Inspector. To expire on 10/28/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,934.40 CO -NEW DWELLING $50.00 Total: $1,984.40 /e . , Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1 Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. 11141(41 U I1 )O('T New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 d ant hiQIN AvQ,(/L(tie Soni It t 4' House No. / Street Hamlet Owner or Owners of Property: t G. ii & Suffolk County Tax Map No 1000, Section Block 07 Lot oC UJ Subdivision Filed Map. Lot: Permit No �j �2 ( Date of Permit. Applicant: Health Dept. Approval Underwriters Approval. Planning Board Approval. Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted. $ 60 Applicant Signature �• %OF SO(/ry- Town Hall Annex ��� �O Ol0 : Telephone(631)765-1802 54375 Main Road i * * % Fax(631)765-9502 P.O.Box 1179 lk Gt -oly ..\ # roger.richerttown.southold.ny.us • Southold,NY 11971-0959 �` � � COU , " . -S. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Malone Address: 9350 Soundveiw Avenue City: Southold St: New York Zip: 11971 Building Permit#: 38821 Section. 59 Block: 7 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: G & S Electric License No: 578-E 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 Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 57 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 14 Wall Fixtures 13 Smoke Detectors 6 Main Panel 200A NC Condenser 1 Single Recpt 2 Recessed Fixtures 32 CO Detectors Sub Panel NC Blower 1 Range Recpt 1-20/ Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 44 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Exhaust Fans, 2- ARC Fault Circuit Breakers, 1- 30A Generator Recpticle, 30A Pro-Tran Transfer Switch. Notes: Inspector Signature: Date: January 19, 2016 Electrical 81 Compliance Form.xls - guFFotk = dI Town Hall,53095 Main Road � ,+S Fax(631)765-9502 P.O.Box 1I79 -4. 416 ��� Telephone(631)765-1802 Southold,New York 11971-0959 = .` * `t% BUILDING DEPARTMENT f TOWN OF SOUTHOLD ' DEC 3 1 2015 CERTIFICATION ---Date: 1:)(4). //74,-,2 0/5— Building /.3Building Permit No. . 3�Z / Owner: 6 1. i er A/,4 4,1j, (please print) Plumber: Geemi1 JT /fie tZ, je (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. w. 'lamb ignature) it a- Sworn to before me this / day of -,� , 20 /6 Notary Public, " County C.: 1 rest: ,:::,.., I,,lb/jj (t1cf ) SO0 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) iq ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE t//1 f6 INSPECTOR _ 3628 /1���ho�*of S,,,,, i i4f teip1 l,Y�Omay, ,, ,,,,, TOW OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULK „mak REMARKS: _j - - � 7- 0 : r, il,..- , /7-2 N.C.-L.7 c,,.„,s 4_ . � � ke,, , , v /774-1-Avti (f 41-17 / _ . .f DATE -! 7 INSPECTOR Z#11119 ' (&)' \ 4 *z 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [7IADATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR616/2°/-5--- DY\ o'''Of SO1/40� * * � �(r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING S RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - O/<. DATE e-7/0-7/5-- INSPECTOR ) 1 ,,,,,,,,,,,,,, „, \ ;* * ‘A. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATIO [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' DATE ®7 eS mss— INSPECTOR -Q-/-tp, VVV7/� \ Awl TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT ON [ ] FOUNDATION 1ST [ krROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ 1,14F,MING /STRAPPING [ ] FINAL [vlIREPLACE & CHIMNEY [ ] F,E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [1411RE RESISTANT PENETRATION [ ] ELECTRICAL (R e GH) [ ] ELECTRICAL (FINAL) REMARKS: '' // �� �� / - Ac2aet-t-e_ . 1 DATE W5� INSPECTOR71"'C'e79-€- ,,,,,,,,,, 3 �^� ,''y�OP SOpry V ,4 Opp TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] Ip.JGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE CSA- INSPECTOR •-'GtTj 3 s /8 ,oco,f,,S00i4,,,t-, - d `O yl�\ # #k. � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - ' C /0-e_ _A) th tiit/ / / N - r- 7,-ci DATE 1 g! INC? INSPECTOR 7)1 -' FIELD INSPECQN REPORT DATE COMMENTS ' �j y ' FOUNDATION(1ST) - ' ' • 7,-4 ott:t ' LOC4-/"ti,s/ fr luidGe.rS ... .........«................ ..r .9_ DL r 2... _ iA / . FOUNDATION(2ND) C:7 VI • • . I7 , ' 1� , . � . - w . . o . ,A, 6. .....ticiieei.);( _ 11117411) i Oi • • /y, •---- , /v • cx_. ,-,-/ , - xecsae„......ea,.. . r„ g • ROUGH FRAmiNg& , . ,� \JO ci y PLUMBING i... .-__ > "--� j , • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 a "/ Check Septic Form N.Y.S.D.E.C. Trustees 9 Flood Permit Examined I/G8 ,201,1 Storm-Water Assessment Form Contact: n�(+ Approved il)( ,20 Mail to• Tai \j .it.u+' (iJ Disapproved a/c Phone: T3cHo40 Expiration /O/ ,201 • I - Building Inspector � AS CATION FOR BUILDING PERMIT !f APR 2 20i4 % Date &rat , 20 14- ________� INSTRUCTIONS a dation.MUST.lie complet ly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) )5236- 4'laut � ctio l.6 Ay f(435 (Mailing.address of applicant') State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder f 'th1?fQt Name of owner of premises laEft G. Iiiintiovi&r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. (: i f-ein 4 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: g70 SwiAvvew favi Sfit/A4 House Number Street Hamlet rr County Tax Map No. 1000 Section o Block 07 Lot ,1Q Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy jQP..gl tOt b. Intended use and occupancy I(� , w1.11�1�1 Ksridaut 3. Nature of work(check which applicable): New Building v� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost # IR COO Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units OMS Number of dwelling units on each floor If garage, number of cars - )fl 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front fsfQ'.QI Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front WA/ Rear Depth Height Number of Stories c� 8. Dimensions of entire new construction: Front 551'o I Rear 151-011 Depth ?j d Height Pk-0 Number of Stories /- 9. Size of lot: Front c2 , I Rear (11�1+1 ' Depth (/001 s 5fl 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �' D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES / NO 14. Names of Owner of premises insiIJN Address 800+1,01A Phone No. Name of Architect 4 1.41 ,QU# iciteelytim Address (,'ct(,it Gyik Phone No 73 4 — Name of Contractor 'fl Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES `/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS/VIAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SAL-) TOsvv‘ 'SCO )'I.,1-d being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the .74Jr(rt1\-Q (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -a-7 day of male 20 1411117 /1/4."--- ► V/.'a _�� tiLKU Notary Public PATRICIA RICHARDS Signature of Applicant NOTARY PUBUC,STATE OF NEW YORK NO.01 816042467 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,20 ILI Jill M. Doherty,President I ii,/,,,i*QF SOfj Town Hall Annex James F. King,Vice-President ` 54375 Main Road t . P.O. Box 1179 Dave Bergen ; lig Southold,New York 11971-0959 Bob Ghosio,Jr. • John Bredemeyer ` �F I0 Telephone (631) 765-1892 Fax(631) 765-6641 �yCOUNTY,� ,. •''/,,, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 22, 2010 Mr. Thomas Samuels Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 RE: ROBERT MALONE 9350 SOUNDVIEW AVE., SOUTHOLD SCTM#59-7-26 Dear Mr. Samuels: The Board of Trustees reviewed the site plan prepared by Thomas C. Samuels R.A. last revised August 18, 2010 and determined the proposed construction of a single-family dwelling, deck, parking area and sanitary system to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Since ely, Jill . Doherty, President J Boa of Trustees JMD:lms New York State Department of Environmental Conservation SUNY @ Stony Brook,50 Circle Road,Stony Brook,New York 11790-3409 Telephone(516)444-0365 Facsimile (516)444-0360 1.111111 IOW Alexander B.Grannis Commissioner LETTER OF NONJURISDICTION - FRESHWATER WETLANDS Date: September 16, 2010 Mr. Robert G. Malone RE: 1-4738-03987/00001 PO Box 275 Malone Property Southold, New York 11971 9350 Soundview Avenue, Southold SCTM# 1000-59-07-26 Dear Mr. Malone: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The parcel located at 9350 Soundview Avenue, Southold, NY, SCTM#1000-59-07-26 is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not.relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, 40e0r~e-Y" George W. Hammarth Permit Administrator cc: Samuels & Steelman Architects, 25235 Main Road, Cutchogue, NY 11935 Bureau of Habitat-TW, NYSDEC File • DMG Sc • ott A. Russell .•`'`,��°Sv� `�V. James A. Richter, R.A. SUPERVISOR i f Michael M. Collins, P.E. z : SOUTHOLD TOWN HALL-P.O.Box 1179 t�O � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 ��.C. .•` Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US +N.,0„J y,;..•• JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact &Project information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) NAME: Samuels and Steelman Architects NAME. ROBERT G.MALONE ADDRESS: 25235 Main Road _ ADDRESS: PO BOX 275 Cutchogue,New York 11935 SOUTHOLD,NY 11971 Telephone Number: 631 734 6405 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage. DATE: FEB. 13,2014 Property Address / Location of Construction Work 9350 SOUNDVIEW AVE. SOUTHOLD,NY 11971 S C T M #: 1000 59 07 26 District Section Block Lot Required Documents for Stormwater Review: * Copy of Complete Building Permit Application. X Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. )E De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. X A Complete Description of the Scope of Work Proposed under the Building Permit Application. X A Completed St. ii,,:ter Revie Che • list. If No or NA are Indicated, Justification is Required. * FOR r r4AT JING DEPARTMENT USE ONLY **** Reviewed By. -V e Date: 37,0/„ / aA',proved• ElA•drt anal Information Required: , CHAPTER 236 666 SUFFel *4 ,, avi-- •; M STORWATER MANAGEMENT CONTROL PLAN CHECK LIST " o 4'2 DATE: January 22,2014 APPLICANT. (Property Owner.Design Professional,Agent,Contractor,Other) NAME: Samuels and Steelman Architects 1:.'..,Pt ci+ .•`. S C T M #: 1000 59 07 26 Telephone Number. 631 734 6405 ,',,,,,,„u••06 District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! I A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES NO If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: e NA If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries I X I fi b. Total Site Acreage. ,I X NM= v' c. Existing-Natural & Man Made Features within 500 L.F. uni--11-1. ,` 9 of the Site Boundary as required by§236-17(c02). 4..,.k.r. T.,• 44\d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X I r1 .kb e. Limits of Clearing & Area of Proposed Land Disturbance. X I-1 v f Existing & Proposed Contours of the Site (Minimum 2'Intervals) X g. Location of all existing& proposed structures, roads, LX��JI 1 � driveways,sidewalks, drainage improvements& utilities. h Spot Grades& Finish Floor Elevations for all existing& L X (I I� proposed structures. I. Location of proposed Swimming Pool and discharge ring. II X I1 No swimming pool is planned j. Location of proposed Soil Stockpile Area(s). I X II I k Location of proposed Construction Entrance/Staging Area(s). X I. Location of proposed concrete washout area(s). X m. Location of all proposed erosion&sediment control measures. FT-II Q I 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate I X II I on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. I X I Ii I b. Construction Entrance&Site Access. I XII I� I C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) I X I1 ]" l d. Leaching Structures (e.g. infiltration basins,swales,etc.) II_X I I None required FORM * SWCP Check List -TOS JAN 2014 APPLICANT. S.C.T.M. * 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) oa;,., O �) Jo14N�AN; STORMWATER FINAL 9,..,,.. NAME. Section Block Lot -�- Z Date: '`e' ' ` . X2 .8_ (5 = ol,� INSPECTION REPORT FORM Signature TAevhoM v„mber I COMPLETED Indicate All Site Work that has been completed Checking Yes / No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion& Sediment Controls 1/ Q b. Limits of Clearing & Area of Proposed Land Disturbance. pito-I-05_ C eoC450.44ctor_- c. Condition of Stockpiled Soils. d. Verification of Size& Depth of Leaching Pools. Stg eaV OW VRA I N,>6 V e. Verification of Drain Pipe Installation /Concrete Parging. IIM • . ç ::f. Driveway Installation within the Town ROW-Highway Specifications e4Flr g. Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter & Leader System - Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. j. Inspection of Construction Entrance/Staging Area(s). L_ k. Location of proposed concrete washout area(s). 1 A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy The applicant has three options for certification of drainage installations. * OPTION*: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION*:3: Site Inspection of open excavation prior to complete backfill and a written a•• • . from the Town Engineering Department. OPTION*: I. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared .:-- ' . .• .phs to the Town Engineering Department showing placement & Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification & As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. — TOS Review NOTES TOS Review NOTES3,.1._Ac"the. & ilLireD 540+05 , • **** FOR ENGINE I DEPAr " SE ONLY **** Additional Work is Required for Approval. Reviewed& •/ ■ SMCP Installation is Not Complete. (See Notes Above) ApprovedBy. Vii/ , 4 ./ / � — — Stormwater Management Plan Installation has been Date: / 1,, —. S - I S Inspection *: TI W!E-L Completed & Approved by the Engineering Department. FORM * S " Inspection Report Form-TOS October 2014 Town Hall Annex ; ' • ' ; Telephone(631)765-1802 i. 54375 Main Road • (63i)765 5 2 P.O.Box 1179 ; G Q $ roger.richertfawn laigany.us Southold,NY 11971-0959 o A. t1$ 24COtlNfi't ''C.'-elf - , BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • . REQUESTED BY: Date: �/y/ ezp,o,S Company Name: R - Name: OaiCC( .[..Lo . License No.: 6-749 ' Address: PO .- fta i s"--, S C.XJJhOC.A / /Qr 7/ • Phone No.: - 576 85/ / 6 - JOBSITE INFORMATION: (*Indicates required information) *Name: WO Q , ,qcJ,,j' - *Address: 93.s--0 Ls©V ru p i 1 t _.,.c.,J ,iiiE. Sou o c s> *Cross Street: /S �N N 17/ Ab, *Phone No.: _3/r 3 /4/ eDry Permit No.: ,. ir� t Tax-Map District: 1000 . Section: 59 . Block: 7 Lot: c, *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . .vj -1 .r 0 • (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: iggNO - Temp InformationI needed) *Service Size: 1 Phase) 3Phase 100 150 00 300 350 400 Other • New Service: Re-connect ndergroun• Number of Meters/Change of Service Overhead Additional Information:/ - PAYMENT DUE WITH APPLICATION l`' Ai (1p c2Slot O 82-Request or tnsp on For 5 J / b / I \ S A M U E L S & STEELMAN April 2, 2014 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE MALONE RESIDENCE 9350 Soundview Avenue, Southold, NY 11971 SCTM # 1000-59-07-26 This project includes the construction of a new one-story house, together with new sanitary system and associated site improvements. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) Red-stamped SCDHS permit 5) Extension of SCDHS permit 6) Southold Town Sanitary permit 7) Southold Trustees Letter of Non-jurisdiction 8) NYSDEC Letter of Non-jurisdiction 9) Approved Stormwater Management Control Plan 10) REScheck Version 4.4.3 Compliance Certificate,- 11) ertificate,11) Application for Certificate of Occupancy w/check for $50. 12) Check for $200 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 As always, I appreciate your efforts. Sincerely, --$1444", • Thomas C. Samuels \RCHITECTS ?i ,MAIN R(_)\I) ( (UT( I I(K,l i[, NE\A 101:k I I'(1, I I -14-h-11 l i I \\i()S I i -14-n-)ii- S A M U E L S & STEELMAN August 5, 2015 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE MALONE RESIDENCE 9350 Soundview Avenue, Southold, NY 11971 SCTM # 1000-59-07-26 BP#38821 Attached find the renewal letter from the Suffolk County Dept. of Health Services for the above referenced project. Please put this in the project file. As always, I appreciate your efforts. Sincerely, It I AUG 1 1 2015 71 Thomas C. Samuels ! ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 1631) 734-6405 FAX(631)734-6407 John Bertani Builder Inc. 1380 Oakwood Drive Southold, N.Y. 11971 (631)765-1594 FAX(631)765-3916 September 21, 2015 Re: Building Permit no. 38821 for Robert Malone Mr. Michael Verity Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Dear Mr. Verity: I am requesting a six month permit extension for the above building permit which expires on October 28, 2015. Thank you. Sincerely, ?dt-t=e--624Z-D John Bertani President , JAB:lb .,I SEP 2 8 2015 , M • " ' ISI."": -- h to,...,., , ' EUILDIN6 WALL'FE EL 290 SITE DATA ' LINE ELEVATION 21.0 FT SCTM# 1000-59-07-26 1..5Y- cia GRADE LINE ELEVATION 21.0 FT PROPERTY: 9350 SOUNDVIEW AVE ii1' MIN 2' MAXrii-I' MIN 2' MAX ADDRESS SOUTHOLD,NY 11971 I/4"/FT. OWNER: ROBERT G.MALONE I/b"/FT. TOP OF POOL 1x55 FT SOUTHOLD,NY 11971 SEPTIC QIN6 SITE: 155,276 Sf =3.565 ac SOT OF POOL. 1355 FT ZONING: R-80 UTILITY PO h \ IE.+204' TANK LIE. +143' P�� W NYT 7, c IE.+14.b' IE. +14.22' ku1D WATER ELEV+b O FT SURVEYOR: NATHAN T.CORWIN Y 8 MIN JAMESPORT,NY 11947 } 11 0) U 101-0� 8'_pn LicePO nse#OX 649273 Z O •/ 4IS1. � Dated 10/14/04 3 I s .� SEPTIC PROFILE RESIDENCE LOCATION MAP Q Z H •-.•NT � RECEIVE® 15- \.\\'\\ w , V♦ ul // 4 ciDs°"F 'a 1 3 2010 \" W SO D \ s, Le V SUFF. CO. HEALTH S ERVICES \ oe AVE UE ,20 OFFICE OF 9�ASTEWATER HIGT. Ra / UNI PUBLIC •TE �' \ SITE Z MAIN l'ER �, W UNDERGROUND \ 4V O RC)• • PUBLIC WATER LINE \ f m O UTILITYNYT #16 ``` �- �r v�0 \\ •e�P Q I- VA '' •‘., TEST HO 1 .•5., �`; I ' - 2 vi ��` W RESIDENG ITH .� I 25 ' PUBLIC WATER A,. � - 4 BEDROOMS - TEST HOLE /S. �� - FIRST F - ELEV 2 .• ." 1>i;4;"� Y"`.--- NO SCALE ....Sids / ` P(il , ,y BY MARK McDONALD GEOSCIENCE ,S Z. e / it I .• FEET 11 / :: ." ;�` v ' 9 =3 SOUTHOLD,NEW YORK 11971 V • d�"`�L'ir t=; ,f.' -'`1 rr TEST HOLE DATA 7/19/10 ELEV.18.5 y a• ! NO S Fob' I= 1- fo-I I �`�--- _:k.., �r ,, J�. V. WI • IN RAD! 111• •••. _1---_ _ 30 m _ ` d 3 FT. Brown Silty Sand SM �W. 1 2 1 I / •NDWARD LI •IT 0 RESHWATER WETLANDS AS DELINEATED 4 4 / • BY G W. BOWMAN LAND 7 Fr. Brown Sandy Silt ML W• \ ,.' a�. £ \ \ USE ECOLOGICAL ••__VI• , INC. w w• 15 — , N \ 10.5 FT. Brown Clayey Sand SC 4 PRO- w NEWS P' IC -YSTE �� \ \ FOR BEDROO S DENGE e - — — \ \ \ 20 Fr. Water in Brown Clayey Sand SC 1000 GAL IG NK (ST) �yN \N N 30 (2)8' DIA x 6' HIGH LEAGHI -0.•LS (LP) 105- r< AIL \ - — _2 > Water in Pale Brown Fine FUTURE LOCATION FOR(I)b' ••IA =' HIGH ,�� 28 FT. to Medium Sand SP LEAGHIN� P001- (E'ER) \ ''� N�` \ \ \ �. GROUND WATER ELWATER EV+8005 FT BELOW SURFACE iRESHWITER 4) ' trr. "``� „ ti , TLAy'4 S N \ Qom"' �a� ���'i ;;; `"�- VI : POND /� \ c)•\:isi' �:<< `< , 0913 S \ °° ifj R. :. �nn 6T. FRESH L t .4 UT WATER `err• ALL � *15). I 4;.'�,. w !."tau.: GREAT °�I • / f . .` Ts POND Ipy.-_., ►,A,t I6 ?)--• ° `.4r: fj , JULY 27,2010 10 / X20 S _'`a `� • $ �: 1"=100'-0" FRESH WATER / \ TYPI AL . `j °°1 1 &METTmt: 1 / // = — —2 iy .e;, f/_ - , • t` �P��pF NEwr0 i — —25 20 — h • ' r `� ms's c sqM 'f' SITE PLAN ., ,•.:4 rt.„,,,. , , , ,,. . AO.4.4,,, SITEPLAN �° , — , ,,, „, , 2 / SCALE: 1"=100'.0" 'i / - �� c .,,,,:_._ 4,11h‘, (.1) * is 11404 * � ir..: , c I -0,83,0_, 'I a . P , iI 30 SCDHS SUBMISSION • REScheck Software Version 4.5.0 Compliance Certificate Project Malone Residence Energy Code: 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9350 Soundview Avenue Robert Malone Tom Samuels Southold, NY 11971 P.O. Box 275 Samuels and Steelman Architects Southold, NY 11971 25235 Main Road malone@bnl.gov Cutchogue, NY 11935 631 734-6405 tom@samuelsa ndsteelmana rchitect scorn .awz . 3x"�a?:5,r. ..x. ..,, Nos; .UA trade-oft :.? •... .. . . .... .. �..,..,rt. .x Compliance: 28.1%Better Than Code Maximum UA. 512 Your UA. 368 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. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1. All-Wood Joist/Truss:Over Unconditioned Space 2,076 19.0 7.0 0.035 73 Ceiling 1• Flat Ceiling or Scissor Truss 313 30.0 7.0 0.028 9 Ceiling 2: Cathedral Ceiling 463 30.0 7.0 0.027 13 Ceiling 1 Flat Ceiling or Scissor Truss 1,248 30.0 7.0 0.028 35 Ceiling 4. Flat Ceiling or Scissor Truss 48 30.0 7.0 0.028 1 North Wall: Wood Frame, 16" o.c. 653 19.0 7.0 0.041 20 Window 1. Wood Frame:Double Pane 7 0.300 2 Window 2 Wood Frame:Double Pane 8 0.300 2 Window 3. Wood Frame:Double Pane 8 0.300 2 Window 4. Wood Frame:Double Pane 4 0.300 1 Window 5. Wood Frame:Double Pane 4 0.300 1 Garage Door: Solid 125 0.300 38 West Wall:Wood Frame, 16" o.c. 718 19.0 7.0 0.041 25 Window 6. Wood Frame:Double Pane 31 0.300 9 Window 7 Wood Frame:Double Pane 7 0.300 2 Window 8: Wood Frame:Double Pane 20 0.300 6 Project Title: Malone Residence Report date• 05/05/14 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Malone\Energy Page 1 of 8 Calculations.rck Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Window 9: Wood Frame:Double Pane 6 0.300 2 Window 10: Wood Frame:Double Pane 20 0.300 6 Door 1: Glass 22 0.300 7 East Wall' Wood Frame, 16" o.c. 610 19.0 7.0 0.041 21 Window 11: Wood Frame:Double Pane 8 0.300 2 Window 12: Wood Frame:Double Pane 5 0.300 2 Window 13 Wood Frame:Double Pane 8 0.300 2 Window 14. Wood Frame:Double Pane 31 0.300 9 Window 15:Wood Frame:Double Pane 7 0.300 2 Window 16. Wood Frame:Double Pane 31 0.300 9 South Wall Wood Frame, 16" o.c. 652 19.0 7.0 0.041 20 Window 17• Wood Frame:Double Pane 7 0.300 2 Window 18: Wood Frame:Double Pane 31 0.300 9 Window 19:Wood Frame:Double Pane 19 0.300 6 Window 20:Wood Frame:Double Pane 31 0.300 9 Window 21•Wood Frame:Double Pane 31 0.300 9 Door 2: Glass 41 0.300 12 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5 0 and to comply with the mandatory requirements listed in the REScheckESt �t' ( Inspection Checklist. Name Tmot6. 'itla aZ /' Name- itle Si,na ure Da Project Title. Malone Residence Report date: 05/05/14 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Malone\Energy Page 2 of 8 Calculations.rck • SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref. No. 360 YAPHANK AVENUE, SUITE 2C, YAPHANK, NY 11980 + _`U� (631)852-5700 OR HealthWWM@suffolkcountyny.gov 1 lU o4- APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAG -DISP,OSALAND_WATER_—,__„ SUPPLY FACILITIES FOR A SINGLE FAMILY DWELL! G "a :� E REFER TO REVERSE SIDE OF THIS FORM FOR INSTRU IONS FILL OUT ALL APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURE MUST IGI�IAL. Type or print firmly to ensure legible copy �t � I L.:,)!-; ' FOR ALL RENEWALS AND TRANSFERS 1 'FF CO. HFIM EXISTING HD REFERENCE NUMBER: R. O r I o d o L�-5~ "�e( 4' Yfsm y Tax Map No: District SectionC70-1 Block Lot O0 � 2 (� Name of Current Applicant: go bert 6k /1.44(0 n•e Tel#: Mailing Address: p c> app( 275 City 5aufh 014 State N.v Zip I I Q 7/ Email Address: Au-Lowe, a Sop,1 . 10v Name of Current Agent: Sarh,tk(S4t grl1eka,i4 yc . Tel#: 734 (2 os-- Mailing Address: 2c2.35' ;K City Gt.fa4 StateNy. Zip k(q 3 S' Email Address 'Foot ED &1141,(leis 4WASSfeei JLL t • eon DATE OF ORIGINAL APPROVAL: 8'w I(b *If more than 6 years old and SCDHS site inspections have not been performed, a new application will be required °. s?= YFOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: 7SE4:401411 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's Signature: Date. FOR ALL RENEWALS AND TRANSFERS Application is hereby made to❑TRANSFER, LVRENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town, County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date 'TIM/W-64 314-14 Print Name of Current Ap icant/Agent Title �rlont C. SGIi' uGLS, f .A. G�t.lt DEPARTMENT USE ONLY Permit is Transferred/Renewed Until (I I 2,21.10 Number of Bedrooms Approved 4- / / Signature of Department Representative If - � Date 3I Vi WWM-104 (Rev. 03/12) 1ZtivISIUNa: SITE DATA SCTM# 1000-59-07-26 I PROPERTY: 9350 SOUNDVIEW AVE ADDRESS ROBERT G G. NY 11971 - OWNER: MALONE ' PO BOX 275 SOUTHOLD,NY 11971 SITE: 155,276 sf =3.565 ac ZONING: R-80 W SURVEYOR: NATHAN T.CORWIN Y 7J1,\ PO BOX 160 s JAMESPORT,NY 11947 O N License# 49273 �9. Dated 10/14/04 1 1 W iii (yr Ste, Z Q SOUS D `° t" moi - W AYEUEN PUBLIC TE. "' NSTALLED MAIN C-R S, UNDERGROUND ROAD • PUBLIC WATER LINE ( r SIDENGE 5UFFUi.! G=3 t6-•.'07-7.c.7-:.;;;;*;;;ZIrT,,TO:nt:E,,cti,:ILli("Hs SI:cc_;;I.,..ES �cr 1 7.lb -1 .. . RE . sou. _AA:10:::___. OOH o j o \ !6, �. � �,l.. ga^,, •'$F�:: 2 • ..v'(.` .ul'•.l (� ;•^,Cic's uild i t INSTALLED SEPT�G ♦ i iri!cn ice` iia . b6 saus`ac.cry FOR A NiLtXit.1Lh� r1_ SYSTEM FOR THE ♦ Ail 2_—_-_=---.. ,_.__. RESIDENCE 1)8' GAL SEPTIC TANK (ST) \ \ w8! J Hilbert, u , ` Office of ^�::steWa or:fianaciernent ,,Z. (2)8' DIA x 6' HI6Ff LEAGFiING J z: s 1 POOLS (LP) @ g , \ ♦ UJ J• 1 W• ,,,\ a W. 6 �� Q 1-• u Vl M• RECEIVED °.s 0 SEP 1 8 2015 �A o` \6°- SUFF.CO.HEALTH SERVICES OFFICE OF WASTEWATER MGT. w... • 0813 1,luwN or. UT Cneonevnr TS OF NEW .t _ AUGUST 24,2010 ♦ `' ASPS c sq�G�''� �: 1..=100'-0. �O' if �iN!!I MILE: �^ i s'... 1/461.:.'� e N SITE PLAN ��o --- - ; limy -.44r!!"-. SITE PLAN SCALE: 1"=100'-0" 9' ♦ -- - �0 018350-\ G� 'ED ARC \/: ! NCCI NU: DEC 3 1 2015 •%, i,f, I ` iSCDHS AS BUILT 1 -- _---_--- HD REF # R10-10-0045 ! p * 39) 82 TEST HOLE DATA SURVEY OF PROPERTY (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 19, 2010) SITUATE'Lc,"O EL. 18.5' 0, • •b�BP°��" j//// BROWN SILTY SAND SM T �� S0UTH0 AD (p I' a e< e BROWN SANDY SILT ML TOWN OF S0UTH0L® �� SUFFOLK COUNTY, NEW YORK �.� BROWN CLAYEY SAND SC • ^S.C. TAX No. 1000-59 -07-26 ®0 59 07®26 t0.5' SCALE 1 "=60' ' (1:340 WATER IN NDOSC CLAYEY SAND SC OCTOBER 14, 2004 ,� se/Pem oT OCTOBER 1, 2009 LOCATED WETLANDS ii °4� — _ 20' OCTOBER 21, 2014 ADD SITE PLAN -w ,'e 0 — MAY 30, 2015 FOUNDATION LOCATION ,o IaWATER IN PALE BROWN FINE AREA = 155,276 sq. ft. Cj TO MEDIUM SAND SP S ,5 3.565 ac. FIRE--s) 0 �. O � HYDRAN / —� --"" I• °� 28' I °�Fti`9sp "` O CERTIFIED TO: cn FF °� ROBERT G. MALONE colsT°'kr T„ F ��`\•\,5` ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNS °F•��"�°��"F G�P� °�<o� FIRST AMERICAN TITLE INSURANCE COMPANY V d m ,,� Z��o C 4' C''F' ,C-,,(<9 rn '<':Oh 777), , , ', '-'l\t''' � oz 0 1 :-- z F Ea211 p�� G" I. I. 1 i ,np _— .JUN ., %0 1, I "O �o F im 9/ o7_Ul. i" os 1° 'Cp'' _ f \\ \ , • c --Q-17-,..,_ T-e ,o /` o E • l ^ a / • , o,. 5� O� "C , • .tc ,,,. „jV `- Lo J o f E 10 r ,,,,;t5-", n 'F ,'L29.3 34' Ob •Sy o C` s�° As 0� w n Frn � 4O° 8p, wo9( �'A � ", o FP /- OqmO 'voV moz , .o' ,�Q Ot" a ti 6it__ 9 , U ,,,,, ,,L, 5.0. ae. 'E5 o �oo° 0ti1iO� �L cc-0 I cci G 11.0' as D. I 04 ,�, 1:12."%,.., � ges 4, � / 5, • oso� S� ma \ ,q\ • \ I A 4- «, 9,_ \ \ II °" 4, `S`G'`\.4, 7cl\ \ °s / <oaG �o �q ( L( 1 1 .- \\\ ec \ �� L. \ 17 ° I G 2/�0�` 90o \ \ y \�. \ I / lO J e \ 15_ \ �° �� \ 0" F ,\ \ \\ y° 'V ,'d r/r \ \ \\ .\ y— N . �� o 10 111, `\ \', all, \ \ - ,_ ° O �9 '�' `\ all, `�� �C,�i-F�'oip \\ *oo \\\ II, C9Oovs/�,T\\ sy44, • o �\1 ,111, I `s'' -V , °,A `\ \\ a, ,di, / Fso(-03-, \ 0 0 1 / all, 09 \ - 0szp Ir all, �/ Ff \� P POND `� Ts/ /x. c o 4,,., • GRF'AT POND s- F • /I � �� �za 1 / 'pp �O� O, ti° /,,� --z5 O r I ----- - - --3D I � \ ,/ / �0 I / • \\ 1 � �^ 0 1 \ O� /l 1 I y �',.O`1,i, / I '�'� $' O / /1 5- o��y� �p �� p y0yy • / oh ���,,G PREPARED IN ACCORDANCE WITH THE MINIMUM M (S.';•i) .STANDARDS FOR TITLE SURVEYS AS ESTABLISHED M J BY THE L.I.A.L.S. AND APPROVED AND ADOPTED / y O FOR SUCH USE BY THE NEW YORK STATE LAND 4�14 IS'<Zv TITLE ASSOCIAT QN-o •�E OF Na^. h�•�, iAj;''- 4 7.- 1 ,, V ` �'.• x,„t`,! © N.Y.S. Lic. No. 50467 N. ._, At,--1 S, ±. - " \ Cs• UNAUTHORIZED ALTERATION OR ADDI �� �'� TO THIS SURVEY IS A VIOLATION OFTION y O� Nathan Taft Corwin III EDUCAOTON2LAW.09 OF THE NEW YORK STATE 4, Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 LENDING INSTITUTION LISTED HEREON, AND . Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 1856 Main Rood P.O. Box 16 THE EXISTENCE OF RIGHTS OF WAY Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. AIIIIIIINIMINrCIOIMMIM c°y�Gyo ,;� °"°4a SURVEY OF PROPERTY N. SITUATE II N' SOUTHOLD .c.S . TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK e 4;•-, S.C. TAX No. 1000-59 -07-26 co to ....go 17.d SCALE 1 "=60' OCTOBER 14, 2004 V1 P o OCTOBER 1, 2009 LOCATED WETLANDS A. O HYD 0oi 0,,, Q eo�, AREA = 155,276 sq. ft. Xi �� !Q 0 3.565 ac. Ui �F°F`rO O . 0) F • o a e CD �4, FFA O o•A 0 s w SPF 5^ . H , of ��o l til o 0)04" Q ..4.13 0 Fi° AFF t lo4. a �T7 ;1 F c°' t'cP �4 N w to ,. 0 �� 5��o w o o,0 ICY' moa ry; ` ' g`�4' �`�'—.rho l'i �A,„At•,' t' rye. ex, •a rn q °yea „.„o ti o--e,,,,OF 4,e> .3<, /`��/ �•d F �ycF J�o � 'yam o.�, o T. k�p0 e01'90'^ �I.`P�m a i74 cy°F 0 e c/5, F 1:9>y %F �' 'G• Os • s41ti, As.„, 9ti ?o 4 O hyo`r1, 9cJ� EAG�� �O ,c)�0 C10 0,,p O e AL .N-1 u �Gy O� :t' �� F 1, ��yo /�9P 0F �I� oda4Os,O 1, - 9 O 9��rS+p , 1 sF4'GyFG4- .,P 'Ce' AO All, F�Ey6lFF0y� T �0J' • ' '� lS 4'1,60,.99� 4 r0 A c �O,J Alb P ; `s y,,F° �o,�, 4,c, 's 7 aO S •td'o 0 C^o D( � N sg`o .4)vk '\.‘”, PREPARED IN ACCORDANCE WITH THE MINIMUM M w STANDARDS FOR TITLE SURVEYS AS ESTABLISHED4. /' (O v O� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR,•$UCH"USE•BX THE NEW YORK STATE LAND <'''�/ �. TLE SOCIATJON. G e.,/ E': } / :1 it, } A/P; ',, :11.2...'.i 0. r • i, '�LAtN av44 N.Y.S. Lic. No. 50467 �1t' • UNAUTHORIZED ALTERATION OR ADDITION y�0', OF V at h an Taft Corwin III SECTIOEDUCAIN ON 7209 OFTO THIS SURVEY ISTHEAV EWTION YORK STATE LAW. �� Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 1856 Main Road P.O. Box 16 THE EXISTENCE OF RIGHTS OF WAY ort, New York 11947 James ort, New York 11947 AND/OR, NOTEASEMENTS AREORECORD, IF imesport, P ANY, SHOWN NOT GUARANTEED. 24-191( SITE DATA - SCTM # 1000-59-07-26 `'\ PROPERTY: 9350 SOUNDVIEW AVE 15.5 x �o ADDRESS SOUTHOLD, NY 11971 OWNER: ROBERT G. MALONE Z4\) PO BOX 275 SOUTHOLD, NY 11971 \ SITE: 155,276 sf = 3.565 ac ZONING: R-80 NEIGHBORING \ ÷ SURVEYOR: NATHAN T. CORWIN PO BOX 16 °' �' JAMESPORT, NY 11947 so V't� License# 49273 b in 'c,�., Dated 10/14/04 \ re "OLE /78 `�UN LOCATION MAPO NEIGHBOR! & 'eP 11.0 x _ SIDENGE O \ /// V/ J tik `�`\�:, \ vUOV HYDRnANT • - ,,15 � :` � \ p� , I * N7.1 GHBORI N G i RES IDENCE INFi ` ir!• 1\\ @''e•�' � . NEIGHBORING \�,` S �. RESIDENCE , Spa ' Ra \. SITE li UI NEIGHBORING � ' .4\ - SIDENGE m off, A . ditAlfrAk•K‘, \ -+ a NY1 77 1 4---,p'.41rs4 y� 4~/ e0% ,-• o LIMITSA0. IN6 „217\3 NEIGHBORING NDA D : 14 A E ,,�. RESIDENCE TEST HOLE Z.-, STABILIZED CONSTRUCTION ENTRANCE �.. • ATIO NO SCALE SEE DETAIL 2-SP2 BY MARK McDONALD GEOSCIENCE _ _ _ _ • SOUTHOLD, NEW YORK 11971 ,• �`�� fitoltio ~ !'�� • � ����- Ahi\�`!� >�tT2nl- u� � TEST HOLE DATA 7/19/10 ELEV.18.5 ..I •• • - -' • AIL I-SP2 O NEW UNDERGROUND PUBLIC WATER LINE \���� 4.0441. w, Aiii‘ IG -• 13 FT. Brown Silty Sand SM�• ��� .� 5 PENG \ gj \ 7 FT. Brown Sandy Silt ML 4k41 DUTILITY POLE NYT 476 ''�. \ � • 1h ' 10.5 FT. Brown Clayey Sand SC 4 O NEW UNDERGROUND ELECTRIC AND UTILITY LINE 16.5 x N\\\ . :. 'w4h‘ \'' • - • ��j�" � I V/ \\ .” 9 IGHBORING 20 FT. Water in Brown Clayey Sand SC ei +� \ y \ RESIDENCE • }^. . ... a AREA OF TEMPORARY EROSION CONTROL MEASURES •(� ` ."",/-\. ...�.='..::. : Fine PROPOSED HAY SALES 4 SILT FENCE �J` `'-2��...�••' , CLEARING \ I 28 FT. Water in Pale Brown to Medium Sand SP DURING CONSTRUCTION SEE DETAIL S-SP2 ' 0 �`..` '':, . ,..,...:,....,.....:. ,.:,:i:,:%,.;..:.. ..:,. .:-.,:.;y:;..; \ ,25 WATER ENCOUNTERED 10.5 FT BELOW SURFACE !• a' `' PERMANENT STORM WATER RUNOFF CONTROL MEASURE • GROUND WATER ELEV+8.0 IA iiir,tros, N-e-;::„„,..„ yis, , NEW DRYWELL TYPICAL SEE DETAIL 1-SP 16 LIMI - OF CLE•RING A.,'- . . .. /:{* 3.1 \ LIMITS OF C ARING DRAINAGE CALCULATIONS FOR AREA A • • DISTURB NOE o., SOIL :: 1. ::f : \ AND LAND •15TURBANGE gyp /"•%STOCKPILE w SN,• :R-R '` TC NEIGHBORING OF DRIVEWAY DW-A o6 Z. AREA : :.::.„„, RESIDENCE `` �' DRY WELL AREA x RAINFALL x RUNOFF FACTOR �'', \kms. +Z4:1`:::i;::'::': : ,� n `� �,•� ��,y ,5 "'SII `'T.''•POSEIJ:.::;. TEMPORARY EROSION -• ASURES (DW-A) 4,465 5F x (2/12 FT) x I.0 = 144.2 CU. FT. CA a' in 0� �C"� ���s i DENCEt>:; �' PROPOSED HAY BALES 4 SILT '•NC! USE: (5) 8' DIAMETER x 4' HIGH POOL v. 'Y 0 DURING CONSTRUCTION SEE DETAIL 3-SP2 844.5 GU. FT. �fi'q� �:4, l3;" ������ ����� ����� DW � f5) 8 X 4 STORM DRAIN RING = :;y -�iii Q o M •,;,, pi,„ PROVIDED REQUIRED STONE EN WALK O GRADE '�\ • "'`—"; WSEE ENLARGED SITE �. ,, _ y .. x.30844.5 GU. FT. > 'i44.2 GU. FT. ...I• ZPLAN SHEET # SP 2 ,,y O � �� , W WN. PROPOS N• NEw sE- IG s K ' « � '.` DRAINAGE CALCULATIONS FOR AREA • a �__� 1000 ••AL SEPTIC TANK (5T) �� _- • ' � AprE_ ��•�_ ; ..! NEIGHBORING (2)8 DIA 6 HIGH • HING OOLS (LP) �RESIDENCE FUTtxiE L•• •TION F•- (U8 DI x 8 HIGH i MAP OF SUBDIVISION KNOWN A5 OF ROOF DW-B W' " x • HING OOL (EP)77 \ "KENNEWOOD" DRY WELL AREA x RAINFALL x RUNOFF FACTOR5 ilk&iik. FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY < I -• o 2 O_ ON MARCH 50,1954 AS FILE No.2180 (DW-A) 2,688 SF X (2/12 FT.) x 1.0 = 448 GU. FT. USE: (5) 8 DIAMETER x 4' HIGH POOL U) - 4 15 ,` ` I WO% : VA �, 0 - (4) 8' X 4' STORM DRAIN RING = 675.6 CU. FT. 00 LIMITS OF \�j . bPROb IDED REQUIRED CU FT. > 448 CU. PT. dt \ ry AND RING e44.,lirpilk.4110#46461. -' X LAND ? • A r 44r - DI TURBANGE � �30 4.4\ I . �' '- �� ` EIGHBORIN 1 .400+4,411; __/ 0- �� c RESIDENCE IN,... # 7.':t.›,�OFMF .. . N.... E.,R4),„ . 40, i EIGHBORI / i, -'. i`..`” :,2v,A) A 'tc\ t � At USI 44 it..110‘ , -ESIDENGE IL L..�:7. :1; ��• n•�. �� • �dl :1-9::: 3E,01G� 11 11 A -7 416 1 / i r I tt.:,):0,' dt)1%,”*4..-'' ,J, Tta ie i-U )'" NEIGHBORING "j I:,y,� tD / PLUNii"NG libv• i !11 TESTI" IPROJECT S. RESIDENCE :4'� -Ct'�if1i.:CO�i�J'r�"'iiii�G a .�WF�6 • CT NO: �' �� \ ',, 0913 , FoNt7 pi 4A4hl$l �� ` DRAWN BY:GREAT \� CE UT PLUS�, �_r R Q t0 _ ON LEAD TEN EEFO(;r CHECKED BY: •" • As D NEATE• CERT!EIC/. ;.i. OF OCCUPANCY : , TS •- B C . BONM• ' LA\D' : ��� SnLf,ER '.!�''.D fN LlVl�;TER � �, �}�' I � 38 ��- DATE: =P.OLOG P:AL SE- 'ICES 1 ti _ 3/25/14 D;, ` y _•� P .. .._._l.. - ` __ ---20 y;t_ [J �_. !� Lit 1%C t.t�,�.J. j� 1 SCALE: "_ Er FEE: 54-''I_�___BY CA- __..__ 1 50•-0•• wo/F10 11+#.40 _ ---25 NOTIFY BUILDING DO AP.T,AAENI /T JOSEPH E. NOLAN I , WO'•• 765-1802 8 AM TO 4 PM FOR THE SHEET TITLE: 4 ANNE T. NOLAN 20- O - .•.0 FOLLOWING INSPECTIONS: ,...+.4- - -30 1. FOUNDATION-TWO REQUIRED FOR C TE NEIGHBORING 2. ROUGH�FRAMING,OPrLUM ENG, RESIDENCE STRAPPING, ELECTRICAL&CAULKING SITE PLAN \tilii '�^� 3.4. FINAL CONSTRUCTI0�1 &ELECTRICAL . TION 40 �\ MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ' `' REQUIREMENTS OF THE CODES OF NEW NOTDO PROCEEDtt'iTF� YORK STATE. NOT RESPONS!RI E FOR F.: DE`,iC DF CG',�TRUCT'C`� :_ -;CRS. wo/F r`1 S9jPv, UN; L. �I�I�VE JOSEPH E.NOLAN Or: ` J�i l d ANNE T. NOLAN lit ION '. A i j f 25-- / N/O/F HAS 5EEEN ' L_':_ �- LETITIA MALONE ` _b'v. u w..✓. sr ` � 3 ROBERT G. MALONE SHEET NO: . SITE PLI N0 �`��� iit ,*, ^ RETAIN STORM WATER RUNOFF SCALE: 1"=50'-0" PIrIRS �' 30 `� UA�uT T? CRAFTER 236 NOF THE TOWN CCS E. BIDDING 8 PERMIT SET d STRUCTURAL REVIEW BY STEVE MARESCA, FE :!:'!WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPEN I NG fi ROT�GT I ON OF 120 MFH S-S�G01�1� WIND GUSTS �� �41; ;, 155-0'7 WAST MONTAUK t�I GHWAY, �IAMfi�TON SAYS, NY I I GI 46 CMAXI MUM MEAN ROOF HE I CHT: SS') SIMPSON LSTA- 20 &AGE PHONE CSI -128 GI x-80 RIDGE STRAP - ALL ROOF RAFTERS . Vs- USE/OCCUPANCY . - 2 x 6 TIE o EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ` ICE SHIELD UNDERLAYMENT SINGLE FAMILY RES I DI=NT I AL SHUTTER ASSEMBLY I N. ` . REQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. •a'- -. • - FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I SHEATHING GRADE PLYWOOD I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32 (3/4 ) APA SPAN-RATED 48/24 S . - HEIGHT PRESCRIPTIVE METHOD z (OVERLAP AROUND OPENINGS 4") 1 ) ` ALTERNATE POSITION OF S�'_O" MAXIMUM 1 I HURRI MPSON CANE CLIP USEGROUND SNOW LOAD - 45 PSFH3 . 1 oink ASSEMBLY: FIRST LEVEL - 40 PSF. L.L. �� ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I '' J #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL II LIVING AREAS - 40 PSF. L.L. WOOD SCREW 0 16" 0.C. ISIMPSON H2 HURRICANE �i " --.7. '''..„, BEDROOMS - 30 PSF. L.L. 0 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I CLIP NAILED. FROM A ' #10 TEE NUTS ATTACHED TO BLDG. w/ #I�Oxi-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH TYPICAL ALL RAFTERS MACHINE BOLT ® 12" 0.G. d�-" I s - 8d NAILS EACH END :, - I-- RI=SIDI=NCI=: X SEISMIC DESIGN CATEGORY - B . I WEATHERING - SEVERE I , - APA RTO ATED OP OF TOP SIDE ad COMMON FROST LINE DEPTH - 36" 0 I PLATE. NAILS o 4" 0.C. AT EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY CO 1 :, i TYPE OF CONSTRUCTION DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES o W I,I- CONVENTIONAL LIGHT FRAME WOODm I I .mss CONSTRUCT ON I ILih W I - �� LTIPLE SECTION ASSEMBLY: I I � .4' ��, 1/4" THICK BOLTS ® 2' OC I , , , I .. GENERAL NOTES , I)' 4 I I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY W I 1 I I I I �� ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE I 1 1 1 I 4, BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I • • I I '- 1 1 , 1 - I t O� BOX► `' CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY �� I� I I I I A MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION GODS. I I 1 I I I I I 4 i v ' WIDE -0 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 1 I , I I - II , I I - • METAL STRAP 048 OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. -' 0 4,411 Ci) . d I,� 1.1' 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I I i 1 LE TOP POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASS E M B LY I I I STAIR AND FLOOR OPENINGS, I 1 ( 2 x 6 016• oC. � PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.S. 1 1 I I CD STUDS 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE ,, I ( I i COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM LC) FOR PANEL SPANS:4' OR WIDER SPAN I• J"" I I' I A-325 BOLTS, 5/4" DIAMETER. M FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. w 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD II I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I 1 I I INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. 2x4 STRONG-BACKS a 24" OC 1,j-' I j- AROUND SILL PLATE 4- 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I SIMPSON M5T2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: 10x3" (w/ WASHERS) GALVINIZED OR I I I AL IDESTRAP® LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT # THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW 6 12" O.G. 1Q' ►1 NAIL sHeATHINb To SILL PLATE CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/ - Sd NAILS o 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. of Z Z . o #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL �` '�'• � WOOD SCREW ® 16" 0.C. . ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: �"'� ?. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q • c 2 - REBAR 1" '%' 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY M `'� SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER # :,:: ;•t�c AGO TREATED. ~ #10 TEE NUTS ATTACHED TO BLDG w/ IOxI-I/2 ( W/ WASHERS) o Y MACHINE BOLT ® 12" 0.C. •':i ':;{ BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. ,J g • Q M M SEE FOUNDATION DWG. '"?*'ice .f-`4' N ° .- , • MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 1-O>-" FOR DESIGN. ,`., s . i5/8 x 12 A.B. 048 OC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO t)r +_��� iw/FENDER WASHER. `' LL! -� •�u Q Z ;:% 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT s ...s. �_t; NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE n W .01' WINDOWS - GLAZED OPENING ur q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N°o PROTECTION 15 REQUIRED FOR ALI- GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W W . "'°CD `. IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. a=g' ASTM E Igg6 AND OF ASTM 1556. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 25. THE NYS CODES ALSO APPLY TO ACCESSORY IN LIEU OF THE ABOVE MENTIONED WINDOWS. ,,�. 10. DO NOT SCALE DRAWINGS. cl Q ~ • PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN SHEAR CONNECTION STRUCTURE DESIGN. • co r V M CRITICAL LOAD PATHCO y HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY TV/NYSBG GRAFTER #2304.c1.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL-. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. , E OF N`c�1, ��p,S C. S,q�Q . j`te, ti.'� ���' GR` NAILING SCHEDULE F MING NOTES r . � TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" ':�83`�1 $ PAPER ASSOCIATION DDODUGELR "'4I AS FIR-LARCH STRUCTURAL GRADE No. 2 OR 0.c. EXTERIOR EDGES AND 6 d 0 12" 0.C. : �, ° SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. I, 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/5" PROJECT NO: II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR A5 NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 0912 0 to ° CEILING JOIST/TOP PLATE 5-8c1 (TOE NAILED) 5. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: :::........................ CEILING JOIST/PARALLEL RAFTER 7-I6d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT III CEILING JOIST LAPS OVER PARTITION 7-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end I-I/4" strop) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOGKING/RAl-I ttl 2-Sd (TOE NAILED) � TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 0 Flo a RIM BOARD/RAFTER 2-I6d (END NAILED) 4. ALL HEADERS 6-O�� AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, q-O AND OVER WITH CONNECTIONS. 3/25/14 0 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCALE: a STUD/STUD 2-I6d (FACE NAILED) h HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: lob 0 (45° BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB _ . .. ...... ........ ........................ JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) - BRIDGING/JOIST 2-Sd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BLOCKING/JOIST 2-Sd (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 5/4" NOTES & &ABLE ROOFS BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR / \ o o PARTITIONS OR AS NOTEDDOUBLE UP FRAMING OALL POSTS N DRAWINGS.AND PARALLEL -� lo° o X30 ° Io < o c45 LEDGER STRIP/BEAM 5-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DETAILS JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE ad COMMON NAILS o 4' O.G. BAND JOIST/JOIST 5-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 0 o PLYWOOD ROOF DECKING 8d 64 O.G. EDGES, ©5�� O.G. FIELD "TECO" OR APPROVED EQUAL. to < o (80 STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: .G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d64" O.G. EDGES, 65" 0.C. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE 8d NAILS ® 4" O PORTIONS OF PANELS IN .C. PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d 66" O.G. EDGES, ®112" O.G. FIELD BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE ' 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. 2 BIDDING & PERMITS 38'-O" i. mo. I'-6" 11-14/2"/ // 17'-0" / 4'_2" / 5'-4y2" / 81 511 / / 4'THK.TAPERED GONG.VERGE TO GRADE I < BILGO BASEMENT ACCESS DOOR /'`--\\ " \ 1 w/PAINTED FINISH 0 / 1HOSE 515 11 I 3 s" 'MERE a sit' 1 1 • queen2xb FRAMED WALL w/INSULATION 9e\ 1 ,x EXTERIOR GRADE PLYWOOD SHEATHING \ It GONG.STUCCO FINISH PER SPECS. \\ 11PROVIDE STUB-dJT AOR (V \ 1PLUMBING GARAGE W': 1 isi_ ALL GARAGE \\\ tUp i �I14-12 , . iii ' •lel . 11'_ 11 ••GEPTAGLES �� !i op:z.:44iiil 1ir \ it BEDROOM -I BA1IH /'�'• GUEST = A -. PC- 1 1 i 1 ' QI "� ���� O : P 0, ,I ` BEDROOM mop FLOOR in (1 AUTO OPENER 4 I I � GARAGE -�, TLIGHT --------__, , , , m ., i.I I (‘ I4'THK.GONG. ■ ',�\\`� ; Alii ,------�' T d'nr X REINFORCED w/bxb,'9(o KKK �I.���i / Pi �I PITCH TO DOOR N!�\i�on GARAGE I , o \\\ i �'•-'' S/12 CI m 2x10 @I6" GJ 144 2x10 ®16" GJ ► ► J •. . r--r 2x10 ®Ib" GJ - t ► I rel--� (VI '1� • 1 �1 t`I imm, 11 % 1/ \� / %\ '• ©!I!ter/ \\\ PROVIDEDROPDO ' i ��A\ 8-I /-�� \ . l,,,:;....'f rySTAIRTHISLOCATION ; 1 /�� �:_ 1 r''��� _�`` ; ; 1 = ` ,• / m PER .. . �, \ 0 .EL / ' / /I I1 gc NOTE• O PROVIDQoNELAYER�• 3'-4" . ! I';11 GL. GL._/ / / / lI TYPE'X`GYP.BD.WALLS t ' '�' i r X14 IN ATTIC, PROVIDE ONE -�1 CEILING GARAGE C.oNIPLETE ;31_ ��'1b'= 2 e' 2��■•• pLill DI i ' ' 1` PORCELAIN LIGHT FIXTURE, 1 DN "' '' - ��'L I ► iRI\ ��---� SWITCHED AT HATCH, AND ONE ' _ ' m , 1 I / \ RECEPTACLE GONG..STOOP j % i1/DN `: --\ 1 PROVIDE LAYER •PLYWD. •\`'S0 ,/ ,,,,,,,,,,� s �n` 1 I %' TO / I / TINDER GYP.BD.FINISH ON G,� ;•1 l�DNHIPIPI!HI BELOW MALL ry m\,_ t 41:C I s� d� ♦ ♦ - .. 1 (2 x8 ��� coa oor��■ • I .. _, = MUD ROOM i /___IiiL-- ----+6 I '-I ," ` x 41) LLJ III 1111111111 counter 8 stora e b Owner,' LAUNDRY_ __ 1 Im i -- \ ry ; ) DRoots ��� . y 11 4 LAUNDRYIIIIIIID 6; iii LWT / DIII �j •11 / \�\ 5/12 , r _ - 4' SQUARE 4" THK. GONG. Pi 11 1 RECESSED FIRE EXTINGUISHER (X a, III 111 111. III \ \ \ = SLAB ON GRADE / CABINET. SEE SPECS. Q DE V PLYWOOD 0 II � 1 Irv, --�\\t \_-. ��• `___.--- 11 _ T = Q -- O ll 1:11 ---i-- PANELPROVIIN6 THS ROOM ' c' a.,li ` GYP.BD.FOR x\\ WORK ROOMI iR ti ; O 8" OF SHELVING _ N m _-----___ •` verify y % J ; ' WORK Roots 11 a 8y2 f / ,-'' ,� r I WOOD FLOOR .0 .:4. I� ;< 1 ,* \� 1 2x10®Ib" GJ ®10'AFF 2x10®I6" CJ ®8'AFF L4'- A 1 , 0 A/ 0::\ \� [ HOSE BIB , �i35 - HOSE BIB II •ir I . ; KITCHENIIon_ ���_ I111i :% 'rn� CURVING GONG. SLAB i► �stVWOOD FLOOR ��_� ,�gE - - %\ i/ _ 1 1® e.\ GRADE. SEE PORCH TO 1� . • --- I II • 111111111111111111111 v t i / , KITCHEN ��,, 1 • \ PLAN 18'_�y2" I r.�llar � (I) '_ . . ;I -_-- / �i / 111 I ,I 1 ---_ , POST TO RIDGE E �i/�I i�: ly ry e :::::_____ na )114 : +3 iraiii - is m1 fi '-'` I leg . ``. 2-o ,I o ,1i�IG' WALK-IN tiNIII Z• .\ , • LOSET .. 1 i -- -t-1 Cl_.CL. I' Tim\�.� t10 11' 11 ry LJ■■■■I/I�1±�1\�\I / \ / MI //,. LJ 111 1 I I 1 ILI / \ \\ ,/ ' ,,,.,_ ' 1' © n _�� , counter --- ±�." - /)/ shelving by Ow - Cip)/ ----- i ------- / / \ / CONC. ENTRY: Q _ -� �' a'8 ------ i _�\\ -,- ,i sir? \\ O ` • STOOP. PITGl� - - Illl- - - - ' .... I 1 / �. -.` \ , -_�-- ---- `� m TO EDGES 1 X CD\ — 'Illir II - Q W J. \\ % ` i ; ; ------ i •`� Q N open well In clg i 11 1 ' YUJ IL a - _\ ion/ .' / . cr ENTRY above I I2 O lig 1 Q _ LV e w a_-' I ------- _ PRE FAB. GAS IL O :�. a 12' g'-�V2■ I !!!! ! 0STE li king il 1 1 de _ • I I =• ` � u ry \\ ►;:r• - -d1‘.1 '� - - - 1 L._ Cil 2.10@i6" ,....141-6" AFF �1 _ MASTER _�\ L I V I�lG ROOM _ ► ^► ? BEDROOM ! o _ 1 I • ill \ \\ I , ` i " I I cathedral ceiling ___ 4-0 ,. fL Q DINING , in LI\/IN ROOM 1 WOOD FLOOR 7,-0° ROOM W0 2p FLOOR k; 0 DININC'r MASTERI n sloping cel above flat tray celltng I sloping ailing 1 i y - - , above above above ROOM ,- -__ verify BEDROOM I I (04 5 %� - i 281-I I" 13'-811 5S �I,,s '' �°,� , ry . Ill 1'' '. '. '. j IU I II, .II ---------------'�41 � in I i 41.72 1." , fF J., in 1'3)2x10 HD- ,. - -- _ � - , 1 I I I (3 HDR - - 1 3 2x10 HDR , ry / ,, 75 t1(111) J_ I l L _' CW345 J `�. ,� :� - - -- --- 4: I �,�7 l' -'-------------------------------_ / -' II' I 131-5" 7'_6'1 PROJECT NO: I 1 - - 0 912 Q ,DRAWN BY: TS o WOOD EGK 1-=DEGKINS OV T WATER .. CHECKED BY: , s, C I DATE: 3/25/14 IN 1. SCALE:1/4" = 1' - 0" SHEET TITLE: ELECTRICAL LEGEND ip DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT 1 220V RECEPTACLE OUTLET SWITCH QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH / IO'-o" 81,0" / 101-0" / FLOOR PLAN 411 HALF HOT RECEPTACLE OUTLET SWITCH DIMMERELEcTRic LAy WATER PROOF RECEPTACLE OUTLET ® TELEPHONE d T"• GROUND FAULT INTERRUPTOR OUTLET © TELEVISION281-0" / / / SCALE: 1/4" = 1' -0" , HIGH HAT FIXTURE 5/0 SMOKE DETECTOR `I'-0" Lv HIGH HAT FIXTURE LOW VOLTAGE SURFACE MOUNTED CEILING FAN / 44'-O" SHEET NO: L14 DIRECTIONAL HIGH HAT 1 / f UNDER CABINET STRIP HALOGEN FIXTURE 4 SURFACE MOUNTED CEILING FIXTURE —Fr SURFACE MOUNTED LIGHTING TRACKFiRsT FL ,tt • - pL 4 N F-v- SURFACE MOUNTED WALL FIXTURE EXTERIOR WALL MOUNTED FLOOD LIGHT SCALE: 1/4" = 1' -0" ® AUDIO SPEAKER - EXHAUST FAN FIRST FLOOR 2,206 sr w/Garage PERMIT & BIDDING A se'-o" w i / 1111‘ 40.4s1VegfilOklii: !1i. i LL: ei 11-6" I -:s ;ik 17'-0" VERIFY / it ',s sS 4r M•1 r•). \-------- ‘ j.-.1 1-p-L-1 ' -11 -. - -L- . I -I st, r . - - t .., 1 / 3 LONER AREA FOR i I / / GARAGE DOOR \ / + / �I �' Ott HIT ` i ,- ':i.,..,:•! _ _ ( >:rst '- .�i �- � C'9�/ -��, la'-ID" /f UNDERID�/PLIANGE 4 O / �ve. r -I of X - ,P �) ( POYIDE THRU SLAB = I N. �j, I - i DRAIN TO SANDFUIZNAGE1 11 --; 0� 1 _ I UNFINISHED ?- �J , UNEXCAVATED F�RE�. ( BASEMENT ' •r a —E- - - - - - - j'f%.. I 9 rt/SLAB ABOVE .,3:} i 1 I I I ASPHALT RAOFINC� SH NG ES P=R n f'` I II1/a TJI/360®16/OG JOISTS :c4 1 - %////% SPECS ON 30# BLDG. PAPER ON 5/a" Z.r _ ' _i ///�/ I PLYWOOD DECKING , / 1 J .�` a'-O" HIGH REINFORCED CONC. O ) FOUNDATION WALLS, ril ROWEL � -I I I ,/ . ..M ai a - �1„1 ,// 2x4 FRAME WALL 1 °{` t In ..: APPLIED DAMPPROOFING PER ° �, —1 V `r ' rt/GYP. BD. BOTH L =•'_'• SPECS. ®_ - 0////� 0 ��� SIDES .444; O , zill —� �TY'r/////// LOWER FOUNDATION (3)111: LVL FLUSH I .: x Q%//%% FOR ENTRY DOOR z -.T_- �ry cr1 l• O . ii 4.1.. .-,..mp.4..*.w. Iii I 4A is . /10 II UP �' r I H. L J I / ••BOV 11111 r! ' , t. ...v„...........• .. ., . .•i. f «1.1.a. vw:..1 7t „,X .�L:'% , 'moi.a " r' — — — — — - .l. L G eX r! I _ i, ��, (3)II�/a LVL FLUSH T 4'-6" 3'-0" i I ,'' I PROVIDE STAIR HANDRAIL �/ I r'a•� j PER CODE u' f. � In tilk > 1 I ,�' I I 14 2x12@16" RR 2x12 ®I6" RR �,' WI /,' F \ > I i rt p I I S'-0" • 1 I2'-6" /' I 16'-2" r- 1 1 ; - 1 -� Ar D all 1 0l I / — ---�n�_----I---Z \ 14'-O"a 1 X U)1 1 - *;ate «_< V 3'-4• b'-0" 1 HK. POURED CONCRETE '* in I O -I 7 / i SLAB REINFORCED rt/6x6, 1O/{o �I I WELDED WIRE MESH. CUT ( I `f --♦ ,r- t�I / 1 r__I_-, I SLAB w/CONTROL JOINTS ®20' .T J - 1 _ - 1 i I o.c., BOTH WAYS (TYP) ;: • ;�1 Imo% I / ---------------------- 3(4 <3 11 y t— '"' :s;:•1 :'1�, 4•••4? :.t-s%1:t,'tr: : slr• gas ,� `� < LOWER CONC. L__ __J 1 I a t 1 I {i y L� I I FOUNDATION /EN Y i UNFINISHED 1 I L`t-_ I . :�`�- 1 ��� .n BASEMENT 1 I I ; s v.-1/ -----ti 1- L--iI ^- MS r 1 I {• z - ♦ I �pir �- , q (3)11% LVL UNDER WALL ABOVE I I I (3)11% LVL UNDER WALL ABOVE ++I (2)1111 UNDER WALL ABOVE . in i- 10- I— ------ ---- --- — -- — --- — ------ — — — — — — — a a, vi , [x n J Y }O - 117/a LVL RIDGE - - , 1 ♦ ci I i iii ' - ,,,. •� - - — — — — — — JI _ _ I ABaOYE 606I6" OC JOISTS — - - _� I t o --- ` ri D I POST TO HDR ♦ ♦ e ' .• x;. r----1---1 i-- --1 �\ ` rJ tr _ = W• w O BELOW (3)I I/a LYL RIDGE , . 1 I I _ - w. h o / „j ijXI 4" OUTSIDE DIAMETER STL. I I ., —i IJ a y x • II1I ♦ `' '' i I COL., ON 24"x24"x8" GONG. 1 ' I / I ^I / QI �— POST TO WALL -h— � `• ` L-- --J I FTG, REINFORCED w/(4)#5 - --J I '' L, t: ,Q �„•• 40 r_J BELOW I-- I----------1 •-. l i BARS, EACH WAY (TYPa ,�-------- < lo, or-- t__ \ L ra-:,4;?-.-o•tIO.47.'7',:.i-‹01"..e7-TY:-•=r):' :iP,I:A?:ri'--5-ire; I ----I---------------4)----- - '- ILI 1.-} \ / -kr/ vv� �I \�> ® _ I ' 12'-2" I6'-10" 13'-8" —r �� -I �L n Zn� iitti11; , d1 I UNFINISHED wl I �, ;�� 2x12 ®I6" RR 2x12 ®I6" RR ♦-� ®, -r- - m I BASEMENT ro I zo lam\ 1 X_ , i X I X I ;}.. 0.... ,....... ..4. ...- :I " r N r _ = S I I4"Nici - 1- `in 4 II'-6" 1140 I Is'-6" ( I13 n� �G e7 1 4x4 POST TO % _ 1 srr.,,:'�� ..• '`,� cn HDR. BELOW _ r / 1 I 'f :L :, y-„ �J �` �` L �.r J ��y , L J 4 �a �:" i , � �• :is r �t� r Y ,x i.C: civ ?9: {, >ti4.. ►. :;l.'' i t-., .-H,' . �'^.�... .. ;-.1• - .a. 'I i ---- --- _1_1— -------1-r---1- -N\ ----- — — — — t./ \ ]� ►�':. .- [[-. . = �� ..: +..— l;• -)_�e�:��_�,..Gi','•�=;gwf;F. ='"`•'; :<.r�7 . •.^=?; �%'I '— :.Y.-,f!,.e.F z•. •v�.!'<;fi�,•: .»f .:�.:,. "., c., t,• _... __-- _- l_ f ti.. . ;,. . �. �.-. (3)2x10 HDR. OVER TRANSOM /�" * I I I I I I , aA•AA�.� WOOD FRAMED CHIMNEY w/GALV. I I I I PROJECT NO: LATH d CONC. STUCCO. SEE I 1 I I ELEVATIONS FOR TOP DETAIL I 2x8 ®I6" FLUSH PT DJ 1 2x8 ®I6" LUSH PTD 1 2x8 ®I6" FLUSH PT DJ I4) 0912 /r / Y-6° / DRAWN BY: TS �1 11 Q ' 1 O O 01 .,E � r.-.�D � ':. ci }"�' ml ml DATE: 3/25/14 ND 0 0 F p / N (2)2x10 PRESSURE TR. ;� I (2)2x10 PRESSURE TR. ,; • I ., 1,.. .,. x SCALE: SCALE: 1/4" = 1' -0" 1 _t � y�- 1/4" = 1' - 0" I -; SHEET TITLE: CO 1 os I 0-0" 7' O" 10'-O" BASEMENT �, �,\I'-b" I & ROOF PLAN 44'-0" / / : 1 sEmEN pLAN SHEET NO: SCALE: 1/4" = 1' -0" PERMIT & BIDDING Ix6 PVC FASCIA vv/Ix SOFFIT 4 Ix6 RAKE BOARD FRIEZE OVER STUCCO FINISH ON MESH ON 5/8" THK. PLYWD. SHEATHING ON TREATED WOOD SHINGLES BELOW In FRAMING. PROVIDE REQ'D SPARK 14. > IRIP ARRESTOR 4 OTHER COMPONENT PARTS 4 OF FIREPLACE 4 FLUE SYSTEMS • PROVIDE " PVC. GROWN MOULDING d FRIEZE BOARD -''"•`": • Ix6 PVC. FRIEZE BOARD LAPPING TOP ' 11 r ' OF WINDOW CASING. FLARE SHINGLES VINYL SHUTTERS ADHERED TO 1 `'`•. ABOVE OVER TOP OF FRIEZE WINDOW CASING, SEE SPECS `" ' .,; -, . s ....,: t..1.,.., .. ..,;I.,....::...I.1.......::::::.:..z.'s:::.::1.7.....:::...., ...':i. . .‘: . •.i . . .. . _ T`uNi5 % -ASPHAUF � tNGLES ziN • t'' •' .. ":' .. .- t � . s,: / /a ::.' '" s� ' �.• ••a ' .• •..:-.....:.:.........::::....: .........7.1. '•.� « ,.« '.a, :•;:,' Li � ► At �Jl� f�<IJGf�_S� r7 { '�f�J► ` 44/-114•1111 . ���_ ,...... O '.-.. �. . - - , . ':i • s�: �•� •.• •`it:rtii .. i --� -- --- ..: ttyts' � j .I. li • . . � •' y• TIJJ♦VA.A:iMJ.1:/ -:•WIL��lilli:Jlli-dw1r SHINGLE CLCGTION .. O 51St ••••-‘.:....;., moi..• t,at a'. ,N• .• '•'1•'1 ^ ' .~, 4 faret 1....n i 1 1 O :"a • .., •t.• •I' v • ..,!....•••.?" •i .,: a .,L.i «..♦•• •� � :'. ••v t „_., ....• sr., Y .•• r. .•w ,•I•-'•�•; __ __ f :t.` ^•t•, •v• t 1:•,•••4•Z''',", ' • t ( • r:i• vL r•t' •,v-L '•1•• •. • . , :,•. L••i .. •, =6 •Sr ++L 't. SII..`r. •t.• i.:. • f • • t ^A• 'tS.•. ^i :i C145 CW345 Ct35 i C145 ; C135 •:. _ - ;• _ ::•` .. '.' ' a• CW345 CW345LU '.�:� i.: t :• _•:' _; =: Ib (TYP) :;.• .•' .,;: CW345 .t _ •i • A .. . Ir♦ .0-4 z 4' '•I 1 I'• t'• • 1 .. • ..•i '�J ,t n• l ,:... , S } 4, • t•• .t• i•rf r.••a i S• • • '�•• S L r•Y ,., J 'rY •t. ... v• 1 •,t•M ,y • • ]JIf . t• v• •I ' • . 1111111111111.1. 1111111111.1.111 `L•' "t � a• s• *� - f' • ••:::..... ..:l 'Y u' .f 111.111.111111. ■� • • • • • • •• • r. t:' s s. it f •�t t t. t• t• C' • • • 7 'r •v,'• t YW IlVC�.:SEE • r •'I l T /i?+• 1a • t ',. ,. r. ,t. ,'I« t.l.••'a• 1.••,\ , ~ ••••:,....;:-.. �e.1� t _ '•t• ..a. t' � HIS E t t.•• • ...Se -1 -- •• • • .. • Z •........f...—.7.....71.7 • +•� :.�• • •i:�• •fr: .I.—. .--_ .— _ II • •=•r•-•kt ' •!"_rr • �•� , • r+� ,.•. .� a t • J'. r._ .,..77.7„,..„7...._.______ 1 i .>.. ! , •, � • T't �t Trr: .. t ••••'•••:•..;•• :.. v , a .v A••••••.. .. ... . ... ;••••• i •. :• •..^ .t '...:**••• •:,' •ti' 'L,• .. ••ti•;- • v `:.. ..t '4.. % - -------- --------------- • .,. ..i v.' i\. _ -- t • ,• t•.•••.., r •.. •.. •• f•• . •• .. •":.•• f ., ,. t • t L•• _ ...;•,,...:•-z.: t,• 'i•• t •t• },' �'n• 4 t • • • • • • • • • • t t. • i • •a .•i • '.7•••• • t•• •S• 4 , t Z7—— iliu Ixb(+/) PVC FRIEZE BOARD FROM ,��������4 •• • 4 �:��� ���. CUSTOM RAILING SYSTEM FABRICATED UNDERSIDE SOFFIT TO WINDOW HEAD. OF PVC PARTS, INCLUDING 2x6 TOPott ii I LEAVE 2" TOP WINDOW CASING EXPOSED I RAIL, 2x4 SUBBOTTOM RAILS, 2x2 sHOOTH STUCCO TRANSITION BET TEEN BALLUSTERS ® '2OG. GONG. FOUNDATION 4 FRAME WA L. REVIEW JOINT DETAIL w/ARGHITET 5/.ix4" PVC CASING vi/PRE-FORMED PVC IPE TREAD STEPS is/PVC RISER I Z SILL, PROVIDE IGE*WATER FLASHING COVERS. PROVIDE HANDRAILS TO VINYL LATTICE UNDER PORCH FRAMING, A/PVC FASCIA ON DECK p I BEHIND JOINT AT CASING/STUCCO (TYP) GRADE, BOTH SIDES BOTH STAIRS - I O FACE 011 LATTICE SUPPORTS FOUNDATION BEYOND w/DAMPPROOFING 12" WIDE x 2" PVC DEE PILASTERS ..ifco 1 FOUNDATION BEYOND w/DAMPPROOFING 1 w/TRIM 4 CAPITALS BE WEEN t L DOORS 4 WINDOWS, Q S SHOWN 1 1 I 1 1 T EA,,,. S Viv i , t., 3.•' SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" C > Cli. , . PROVIDE ORNAMENTAL 3Y2" PVC CROWN A) . ' MOULDING 4 FRIEZE BOARD U) Q• A i It- VINYL SHUTTERS ADHERED TO J E' x 1 1• ., I ui WINDOW CASING. SEE SPEC's .. ' 0 a° Y; _ _ W• NSM ,1 ASPHALT ROOFUNG SHINGLES ON / •, ; >.'.•; .rw., ..t ...',.:.e'.,;.•'.':-!.:-;:-: :: -t-A-ntTNr. .]t--t- �']YP-Gk] ]•-nK •''b, •'a.`•• i'•, ' •.-1.i'-••.•'.r.a..: N IIIMIIIIMENIIIIIIIINEMINIIII= •i' 'r.r Y• i/ • - 11gi 11 -Z.JC % ...ti••:,:•;t ;: t •";' ,•• t• .t - `f ■i '7.�■(.T • • . immiIIl;iG7A�lClf7�1\isi�►;IJ►`li�l�JA/�1� ' . 'a. :• •.:•• •.v:' • is ,'} •+• '.tom,= • • Pt • , ' ',; :a' s.,•a' :a.f� % ''• I •:.•,....... ' •34••• ';, ',r•,o+•'>y•• '•'•' ,1•• 1111 •.. �`L• :r • t • S.Y.• •/' i, •• •tt •i: 1' «t • L • ' SfrN ' ' 'i:.' • • - ra' • • ,t • • j•«.• i/'� / t.• •• •♦a•';" •` • •ft• ?• t"• '•, •' • �:,•• a• ••• '•`M •e '•; • v. b•a... .Jt' 'i :, 'yt t't; •t. ✓ .� ,,, } i / •a. •' , .<. 'i.'' .♦ • .i. • : ',. .. . ,S. • • N. • .1:• t .t: •ti" (3 \r-s,„ 1 .. - .. - - - - - :.1.1•:•-•.....• f J• ::t•.}-••."- , -i - ,a..i• �. • 1 moi¢••e"3 J-, �, tet, _ _ _ • • a \• :t.• ;.: ,•.' ; ,,.• •:.„ •t t- } • •xt ':t,••-•: ♦ • ; 7 N;,-18350-\ is • • itA :t •s t i • • ••• t': � vt. /i . t v' t t.. .i w.• •4• ia: • • aa! t+• "'a•' •'r •t • 1 C145 ; OJ12 • �' • '•i. t C1 5 •f C145 s•. CW245 ' • \ .1 t "�� ..� • CW345 ':,: C135 `11 ••a' .L .a '.:.�' ::• • 'PROJECT T NO: :- t. ••• •• • • ■ •i« -i t :• • 1 '•r t ".•• .•' 17 wide x 7 high OVERHEAD ,• •• i • '.t.a: r• i ' I 4• O AIG �t.'� •• GARAGED ORS pi/AUTOMATIC T , :::'•;•:•%°•:"% •ice • ,r :, t • •e: RAWN E Y: S 4 Y yam• ti' • '\•• • • S L • • OPENER. SEE SPEG'S •. 'a« a .t •f. '4'.' •til •<f I •4 ••t f • Ir• .a, f• h. • • • • t. >. ,. TS ��S'. s� • - t. t• •a y •• • x t jc'Y .O�? .r % •� {' i t::.. «•ft'EL ', A• F' S.. f 1 P • • • �Li E T f�i • • • %• • •• ''..:•'...' t3. •5 •S �' • • ...STUCCO FINISH ON WIRE MESH ON 4 • • A I •.••••••••••::... 1.; 1' ft • t• .s .L 4• l >' 'r• • ''j.r t� t, • i• 1' I 'I •I•-•.v.*.✓ :i5� BLDG. FELT ON 5 8 P YWOOD• L it '•. t- • • • ''i f•. r�•.;,, ;-t.=• "r*--7;:i77 .t.:•;:�-, ,,. , .,,« +,...L .. �. •t. :.1` SHEATHING. SEE SPEC'S "i \• •'' •�• '�- � '•t••l:' «' - . IZ •t e : i •�t - ••t ' ••ti' ..: ' • A E• ,i. J' f♦ Y r v• — t.• • 3/25/14 N' f•• i I I I I I I A I : 1 PAINTED GALV. STEEL BASEMENT I I I I 1 1/4.. = 1 - 0" ACCESS DOOR. SEE SPEC'S I I I I PVC TVERSITEK" OR "AZEK" SHEET TITLE: r J-) --1J GUST M RAILING, SECURELY I FOUNDATION BEYOND w/IaAM PROOFIN i I— J — BOL _P TO FRAME OF DECKING I FOUNDATION BEYOND w/DAMPPROOFING 4 1 I 1 LEVATIONSI 1 I 1 1 I i (I- -i, 1 [-I- ? 1 Ll- �lElSHEET NO: -1- IN 0 . ,. , TH ELEv , Til 0 1,1 ELEv IftfEST SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" PERMIT & BIDDING Al A < Ds rN 1..11.1.1,9) ,..., CONTINUOUS RIDGE VENT UNDER. ASPHALT 1 SHINGLE ROOF GAP - 1 SHIFT IN SECTION CUT: SEE PLAN// \ TOP OF FRAMING _ _ - _ _ _ _ _ _ _ _ _ - - - _ _ - - - - - - - - - 12I 1111 ::11...1Z>1.% Ix6 FASCIA, Ix SOFFIT, B Ix ' FRIEZE BOARD ill ( I or �� 9 I ' OVER SHINGLES BELOW ll .[ ! Q 1 I I PROVIDE HURRICANE CLIPS AND I ALL REQUIRED STRAPPING AS :,,,� W I ll II- t PER CODE. 111 ATTIC Ir W_ , sm, >....... �� I�I�I� I 1 I I� I a 4 PVC GROWN MOLDING w/DRIP GAP b FLASHING ON TOP CASING OF WINDOW ��1�����1111����� � '4(�!?e' �1�'A L,�����I������������������������������������0������������������������I�����������0������� ����i l������4 i l 4i 1����? a 4'���� 4 r l Ail�����'4 ������4+��� 14 r. • 1 p �. I�I�I� Iailluili IIIIMMO �tt 111i ..: Z PROVIDE CONTINUOUS METAL FLASHING AT '��,' 1 /��; 1 I, .p.•• ^$-10 W ROOF/WALL INTERSECTION, WATERTIGHT ��I �� ���;, • I GYP. BD. ON FALSE CATHEDRAL I' 4 p. ►� CEILING FRAMING ASPHALT ROOF SHINGLES ON BUILDING ��' , 40• • PAPER ON s/4" PLYWD. DECKING 1 :1°.:4=,1 �' �� Iiir `�. I VI NCS ROOM I���►;00 Z 12 )" GYP. BD. FINISH ON 2x WOOD I��,' :� �. 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TOP OF SUB_FLOOR _ _ _ _ _ _ — •' _ ♦•h♦♦♦11111• ••♦ ♦ t• • ♦ • Q ♦ ♦ ♦ ♦ 11• 1 ♦ ♦t1 � ♦ �t�t�♦ �•1�tt♦"ttt♦ ♦••1♦ •♦♦ ♦♦••tt•w•tt• • ,� 4 I �' ♦♦111111111111111111111111111111111111�1111111111111111111.11111/1111♦1♦1♦1♦1.1.1.1.1.1.1.1.1.1.1.1.1♦1♦1.1.1.11.1.1.1♦1.1♦1.1u♦11.1.1.1.1♦1♦1♦1.1.1111111111 11♦1♦11.1.1♦1.11.11.1.1.1♦1♦1.11111.1.1♦1.1.1♦1♦1.1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1.1♦1.1.1.1.1.1♦1.1.1♦1.♦♦1.♦♦♦1♦1♦1♦1♦♦♦11♦1«1♦111♦111.111♦1.1.1♦111.1•It1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦1♦ItIt1♦1♦1♦1.1111111.4.1♦1♦111.1.1♦It J n g\ -TOP OF FOUNDATION -�- �:'.! I \ 1FLOOR - - - - - -- (2)#5 GONTINUOU • REBAR, TOP OF WALL tro/ . •.: Lw__, TJI IFRAMING PER PLAN, W J• ir Z8, ;• \� \/ \� \� / i / .•,'.. 1w TT INSULATION \/ \/ \/ \/ \/ az u.1 " / // // // //\1 1 \/ • :! 5/e x Ig ANGHO" BOLTS ®32 OG i // // // // / > W NIJJ gal \\\ \\ \\ \\ \\ \ \\ \ EACH ,(b METAL WASHER, 12 FROM t_ 5 EL BEAM PER PLANS, ON \\ \\ \\\\\\\\\ W• N ///y `� EACH CORNER 5 EL PIPE COLUMN / 5 � ;\/\j \/\\ \ �< 8" THK. POURED GONG. FOUNDATION I BASEMENT I 1 . r\\/\\/ . \ \� / I WALL w/#5 REB•R ®24" O/G EACH LJJINT " /\ / to N / ; \ \ ; r.•; WAY, w/36" SPLI E AND PER 1 :;: \ � \/ �, \ • SPEC IF[CATIONS rt/TROWEL APPLIED I \ ir \ J\\/\\,7\\/\ DAMPPROOFING ON EXTERIOR 4 tHK. GONG. SLAB PER ::••:• / 101 FIGATIONS H/6 x6, Xo WWM \ \ \ \ \ \ 8"x 16" POURED ONO. FOOTING SET ON I I {::\ / �. O • UNDISTURBED IL w/(2)#5 CONTINUOUS -.'.• / / ��c ::-,//1,,,,:\)„.: \ , REBAR ---- co• r.. TOP OF FOOTING \/ _ /\ � '••'• ' •'.: •.•. • • �:. _,•:•_ : 5 •,;:__ , � � •:,� �_ �� . .•!, .•, .•.,: . �.:• � ` \ 2/ i� i/ \ / i // i/ i/ i/ ij1 `/ . ji� iji /;ji� i� i� i/ iji i // y vjij �j /� •� �� //• �/ j•ni / / / / / .w.,• ' � ,f 1;:.: <,. /\/\/\/ /\/\/\/\/\/\/\/\/\ �/ /\/\/\./ \/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\ 't' //\//\//\//\//\\/ �,,1 07.c,‘„, ,,- . G_ \//\ / / // // // // / / /\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ PROJECT N0.:0912 /\ A. /�//, \/z\ \ \\/\\/ / \\ \\/\\/\\//\//\\/\\/ \/ DRAWN BY: ,. /X /. /\ // /A/ // TCS //\/\\ ,\\//\\ \\/\\// CHECKED BY: aii , , ., Nik DATE 3/25/14 SCALE: 3/8" = V -0" I I SCALE: 3/8 - l'-0" SHEET TITLE: BUILDING SECTION A SHEET NO: PERMIT & BIDDING