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HomeMy WebLinkAbout38654-Z Town of Southold Annex 8/8/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37083 Date: 8/8/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 580 Old Salt Rd,Mattituck, SCTM#: 473889 Sec/Block/Lot: 144.-5-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/24/2014 pursuant to which Building Permit No. 38654 dated 1/30/2014 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: ADDITION AND ALTERATIONS, INCLUDING A ROOF TOP DECK TO AN ACCESSORY NON-HABITABLE GARAGE AS APPLIED FOR The certificate is issued to Cali Joseph R Crd Shlt Trt (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38654 07-29-2014 PLUMBERS CERTIFICATION DATED 19 Autho Sature 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#: 38654 Date: 1/30/2014 Permission is hereby granted to: Cali Joseph R Crd Shlt Trt 3 Stone Arch Rd Old Westbury, NY 11568 To: Additions and alterations to an existing non-habitable accessory building as applied for. At premises located at: 580 Old Salt Rd, Mattituck SCTM #473889 Sec/Block/Lot# 144.-5-12 Pursuant to application dated 1/24/2014 and approved by the Building Inspector. To expire on 8/1/2015. Fees: ACCESSORY $192.00 CO -ADDITIONS Y BUILDINGS $50.00 $242.00 0 i ding Inspe or 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. 12 2?2, 2Q 1A New Construction: Old or Pre-existing �Building: (check one) /� -� Location of Property: 580 f7�� ("�rS� P j �Z�1� UG House No. I Street Hamlet Owner or Owners of Property: pno '2-V]c'j'1G Suffolk County Tax Map No 1000, Section Block b-6 Lot /Z Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:�12psoE �i�rrmun kzl d_a c7 S Health Dept.Approval: Underwriters Approval: -- Planning Board Approval: -- Request for: Temporary Certificate Final Certificate: v1 (check one) Fee Submitted: $ J50 , 00 / plican gnature pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 iQ roper.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 COU�'�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cali Address: 580 Old Salt Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 38654 Section: 144 Block: 5 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 1-paddle fan Notes: Inspector Signature: Date: July 29 2014 81-Cert Electrical Compliance Form.xls orif TOWN OF SOUTNOLD BUILDING DEPT. r 765.1802 -' INSPECTION [kJ FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL NAL) REMARKS: DATE INSPECTOR �c,c� Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] =NDATION 2ND [ ] INSULATION ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION (rE"-c-L.'aA = ULKING REMARKS: AA DATE �� INSPECTOR 356 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ =IULATION PLBG. FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: T Ap i DATE J ` � INSPECTOR U TOWN OF SOUTMOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE '� t INSPECTOR hO��Of sor/ryo6 2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �--x•, 4viee DATE INSPECTOR ` i _ �o�,�oF so�lyo� 19 N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND =LATION FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION f [ ] CAULKING REMARKS: 04e DATE �� �� INSPECTOR i Of SO(/Ty�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) t [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 4 INSPECTOR PLUMBING • 0- WAR 1INSUL A71ON M M110 Aff i���r � ADDMONAL COMNENTS TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health NO SOUTHOLD,NY 11971 4 sets of Building Plans YES TEL: (631)765-1802 Planning Board approval NO FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3�f` ��-� Check YES Septic Form NO N.Y.S.D.E.C. NO Trustees NO Flood Permit NO Examined___l 3O 20_1�- Storm-Water Assessment Form YES Contact: �.� Approved ( �J U ,20� Mail to: Samuels and Steelman Architect Disapproved a/c 25235 Main Road Cutchogue NY 11935 Phone: 631 734 6405 Expiration' _._._, �0 f Building I spec 2At�w >> JAN 2 4 APPLICATION FOR BUILDING PERMIT Y� Date. January 22 , 20 14 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,hou ing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections11. /lIZIF Ai Sig 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 Bob and Karlene Cali (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 580 Old Salt Road Mattituck NY 11952 House Number Street Hamlet 05, Lot 12 County Tax Map No. 1000 Section 144 l�l�� Subdivision x.� IFri4(xtMap.Na- tea Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence with detached Garage b. Intended use and occupancy Single Family Residence with detached Garage addition 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $30,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 20' Rear 21'-6' Depth 28' Height 21'-4" Number of Stories one Dimensions of same structure with alterations or additions: Front 20' n 1par " 5'-2" Depth 39'-2" Height 21'-4" Number of Stories one 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 110' Rear 110' Depth 187' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 14.Names of Owner of premises Bob and Karlene Cali Address 3 Stone Arch Rd. Phone No. 516-626-0833 Name of Architect Samuels &Steelman architects Address 25235 Main Road Phone No 631 734 6405 Name of Contractor NA 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 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Nancy Steelman 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 before me this day of 20_1 / ota Public FATP4011RICHA M ature of Applicant NOTARY PU81:IC.STATE OF NEW K NO.01 RHO42467 OtJ{ALI 4 0IN SUFFOLK COUNTY OOMMIS$1pN EXPIRES MAY 30.E New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, stony Brook, New York 11790-2356 Telephone 16 16) 444.0365 Facsimila 15161444-0360 _r John P.Cahill Acting Commissioner LETTER OF NONJURISDICTIQN--T.IpAL WEILANDA June 9, 1997 Mr. Patrick Higgins RE: 1-4738-01627/00001 206 Watchung Fork Higgins Property Westfield, NJ 07090 580 Old Salt Rd, Mattituck SCTM #1000-144-5-12 Dear Mr. Higgins: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the functional seawall greater than 100 ft. in length, constructed prior to September 20, 1977 as shown on the survey prepared by Otto W. Van Tuyi & Son, dated July 17, 1962 is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, 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 Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction ;9rea) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agency. Very truly.yours, Permit Administrator MMR cc: Proper-T Permit Services � �ViIQ BMHP /,es File Scott A. Russell . `) r James A. Richter, R.A. SUPERVISOR w Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US 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: Bob and Karlene Cali ADDRESS: 25235 Main Road ADDRESS: 3 Stone Arch Rd. Cutchogue,New York 11935 Old Westbury,NY 11568 Telephone Number: 631 734 6405 Telephone Number: 516-626-0833 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 I I" Envelope& Appropriate Postage. DATE: JAN. 22, 2014 Property Address / Location of Construction Work: 580 Old Salt Road Mattituck NY 11952 SCTM #: 1000 144 05 12 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. 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. 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. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto w ter Review a list. If No or NA are Indicated, Justification is Required. ** * FOR ING DEPARTMENT USE ONLY **** Reviewed By: Date: ® Ap roved. ❑ A iti nal Information Required: CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST January 22,2014 APPLICANT: (Property Owner.Design Professional,Agent,Contractor,Other) DATE: 1 ry P y 6 � �V PS � A41NAME: Samuels and Steelman Architects �I S C T M #: 1��i 144 05 12 Telephone Number: 631 734 6405 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, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X e. Limits of Clearing& Area of Proposed Land Disturbance. X 0 f. Existing& Proposed Contours of the Site (Minimum z Intervals) Site is level,no regrading will be required g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& Site is level,no regrading will be required proposed structures. 1. Location of proposed Swimming Pool and discharge ring. No swimming pool is planned j. Location of proposed Soil Stockpile Area(s). No soil will be stoc iled on site k. Location of proposed Construction Entrance/Staging Area(s). X 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. ® Site is level, all disturbed soil to be removed from site during construct an 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate X 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. X There will be no erosion &sediment control measures required on site b. Construction Entrance&Site Access. X = Existing driveway and parking area to be used c. Inlet Drainage Structures (e;.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) ® None required FORM * SWCP Check List-TOS JAN 2014 oL SO!/l'y0 � <o Town Hall Annex Telephone(631)765-1802 54375 Main Road ,ax(631)7695 P.O.Box 1179 • Q roger.rlcherttiown.sou o .ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 141c Name:- cF License No.: Address: 20 C- Ctit S /t'0 S6u72YOW Phone No.: JOBSITE INFORMATION: (*Indicates required information) . *Name: CAL( Ott) .i:4 Aj , *Address: T90 4c � *Cross Street: *Phone No.: �- �i � K�47'10 Permit No.: -319 Tax Map District: 1000 Section: Block: _ Lot: z- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES O Rough in inal *Do you need a Temp Certificate: ES / V��O� Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION / V V��ftl 82-Request for Inspection Form 00 �� SOUr,�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 Q �y�4UNT`I,N� July 14, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Joseph Cali 3 Stone Arch Rd Old Westbury NY 11568 Re: 580 Old Salt Rd, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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 — 38654— Additions and Alterations REScheck Software Version 4.5.0 Compliance Certificate Project Cali Acessory Building 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: Mattituck, NY Cali Samuels and Steelman Architects 25235 Main Road Cutochogue,NY 11935 631-734-6405 ,Compliance: Compliance: 20.5%Better Than Code Maximum UA: 112 Your UA: 89 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 minlmum-code home. Envelope Assemblies Floor 1: All-Wood joist/Truss:Over Unconditioned Space 296 30.0 7.0 0.026 8 Ceiling 1: Flat Ceiling or Scissor Truss 296 19.0 7.0 0.037 11 Wall 1: Wood Frame, 16"D.C. 167 19.0 2.2 0.052 5 Window 1:Wood Frame:Double Pane 13 0.300 4 Window 2: Wood Frame:Double Pane 13 0.300 4 Window 3:Wood Frame:Double Pane 13 0.300 4 Window 7:Wood Frame:Double Pane 13 0.300 4 Window 8: Wood Frame:Double Pane 13 0.300 4 Window 9: Wood Frame:Double Pane 13 0,300 4 Wall 2:Wood Frame, 16"D.C. 98 19.0 2.2 0.052 3 Window 4:Wood Frame:Double Pane 13 0.300 4 Window 5:Wood Frame:Double Pane 13 0.300 4 Window 6: Wood Frame:Double Pane 13 0.300 4 Wall 3:Wood Frame, 16"o.c. 123 19.0 2.2 0.052 2 Door 1: Glass 20 0.300 6 Door 2: Glass 20 0.300 6 Door 3: Glass 20 0.300 6 Door 4: Glass 20 0.300 6 Project Title: Cali Acessory Building Report date: 01/24/14 Data filename: S:1Office files\Common autocad files\ACTIVE PROJECTS\Cali Accessory Bldg\Energy Page 1 of 8 Calculation.rck Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi g has been de ' ned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 .0 and to c m y with th mandatory requirements listed in th REScheck I ecti n Checklist. 11z" 112-4114 Name-Tit Sna ure Da Project Title: Cali Acessory Building Report date: 01/24/14 Data filename: SAOffice files\Common autocad files\ACTIVE PROJECTS\Cali Accessory Bldg\Energy Page 2 of 8 Calculation.rck APPROVED AS NOTED GOPv,PLY i/!.'1TF-I ALL CODES OF SITE DATA F765-1802 E: //�o B.P.# j&f NEW YORK STATS & TOWN CODES SCTM # 1000-144-05-12 /9Z "' BY:��C'-_.. AS REQUIRED A PROPERTY: 580 Old Salt Road FY BUILD DEPARTMENT AT ADDRESS Mattituck NY 11952 8 AM TO 4 PMI FOR THE FOLLOWING INSPECTIONS: -, T _ OWNER: Bob and Karlene Cali 1. FOUNDATION - TWO REQUIRED --�-- FOR POURED CONCRETE V ZONING: R-40 2. ROUGH - FRAMING & PLUMBING -'® y" SITE: 21,786 SQ. FT. = 0.5 ACRES 3. INSULATION 4. FINAL - CONSTRUCTION MUST ALLOWABLE COVERAGE: 20% = 4357.2 SF � �- BE COMPLETE FOR C.O. OCCUPANCY ORCOVERAGE: ALL CONSTRUCTION SHALL MEET THE EXISTING REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL. COVERAGE: 3038 SF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE SURVEYOR: John Ehlers OFtt++ AY Main Street OCCUPANCY Riverhead, NY Z RETAIN STORM WATER RUNOFF LICENSE # 49273 O PURSUANT TO CHAPTER 236 OLD SALT ROAD DATED: June 26, 2007 THE TOWNCODE. h t OF CODE ASPHALT � LOT OWNERS ASSOC. In R=25. 0o, LOCATION MAP. O h' Q CONSTRUCTION ENTRANCE - Z >= h. Sys 5TA61N6 AREA AND PROP05W W W • p3 CONCRETE WASHOUT AREA MATTITUCIC o 5. 00 Q EXI5TIN6 ACCESSORY STRUCTURE EXI5TIN& u Z O 0(0 PARKIN&Sk AREA EXIST LU NEW DRYWBLL (DW-A) FOR RAINWATER CON C / Z RUNOFF FROM NEW ADDITION PAD O V ADDITION TO EXISTING STRUCTURE I-►_�° � ` I Q Y _ Q V PAM NEW STONE TERRACE ON &RADE GREAT PECONIC BAY x4 EXIST. DRYWELL LIMITS OF CLEARING 4 AREA OF SFT DIA. X 4' HIGH F~- PROP05ED LAND D 15TURBANCE a d= 00 W DRAINAGE CALCULATIONS FOR AREA o 00 o OF ROOF DW-A (NEW ADDITION) Qr". ,`) DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXI5TIN6 RE51DENCE o (DW-A) 166 5F x (2/12 FT) x 1.0 = 25 CU. FT. (n 3:: � U5E: (2) 4' DIAMETER x 4' 1416H POOL Z o a (2) 4' X 4' STORM DRAIN RING = 69.5 CU. FT. Z. E- PROVIDED REOUIRED = EXIST Y 2 69.6 CU. FT. > 25 CU. FT. y Q• Land now or Formerly of. 00 0_ BRICK �,Joan R. Techet O z Q PAllo0 -1 • o o LU Jg z BY MARK McDONALD w TEST HOLE W GEOSCIENCE o° NO SCALE SOUTHOLD CONC. o NEW YORK 11971 y• STEPS �- TEST HOLE DATA 2/4/2011 CONCRETE B LKHEAD BHEAD. 2.0 FT. MIXED SAND & LOAM 1'EASTk WOOD 50' F ----- STEPS _ of NEW y SALT LAKE w • LAGE BEAC beach o 5.0 FT. BROWN SILTY SAND �G�.STFF�°�'r E LINE ALONG O - 92 AVERAG HIGH WATER MARK • 7.1 FT PALE BROWN FINE SAND S79.13'36"W 1101.00' WATER IN PALE BROWN FINE SAND j r, `���s 19 COARSE SAND r ROJE 14 FT. 1313 GREAT PECONIC BAY DRAWN BY: NS CHECKED BY: NS DATE: JAN, 22, 2014 SCALE: SITE P,LAN- 1" =20'-0" SHEET TITLE: SCALE: 1 : = 20'-0" SITE PLAN SHEET NO.: TOP OF EXISTING GRADE GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: TRAFFIC SLAB SIF 1. Existing portions of the building structure to be removed REQUIRED) 2. Demolition and removal of portions of the existing building foundation 3. Excavation for a new building foundation (+/- 3 ft below finished grade) 4. Construction of a new foundation 5. Construction of the new Addition 6. Installation of on site drainage structures (permanent storm water runoff control measures) 0 _ 0 7. Installation of underground piping from gutters and downspouts to the drainage structures % N �� ,� 8. Filling and grading of soil above drainage structures Z 48 HIGH x 48 DIA p � 9. Installation of new landscapingtants, lawns. �n S 3' min ® ® ® ® ® ® ® ® ® DRAINAGE BASIN LW W ® ® ® ® ® ® H H H d SITE DATA Q ® ® ® H ® H H H ® BACKFILL Site Area: 21,786 SQ. FT. = 0.5 ACRES Z ® ® ® ® ® ® H H H Soil Classification: See test hole O _ MATERIAL TO Receiving Waters: Peconic Bay ® ® ® ® ® ® ® ® ® BE GLEAN SAND Contractor: N/A ~ ® ® ® ® ® ® ® ® ® AND GRAVEL Q - POLLUTION CONTROL MEASURES Nz O GROUND WATER _ 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. Z >= PERMANENT STORM WATER . . W W W A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall RUNOFF CONTROL MEASURE remain undisturbed. I'— O B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are STORM DRAINAGE RING TYPICAL Z O U) NO SCBE exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded U) 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. (n C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Z completed, or if construciton on an area is suspended, the area shall be seeded immediately. O V a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) 0 V c. Seed Mixtures D 1. Temporary seedlings =J a. Ryegrass (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 Q F- October/November. Q 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. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 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. ad Z• 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. a' H. Appropriate means shall be used to control dust during construction. 1. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be WJ, g >- s cleaned and flushed as necessary. 2 U. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections W' Z "' must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance 2 w• 8 measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of Q , sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and Co N' 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 clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. 3:-oNEW yob CJ�P �.S TtFF� 2G DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete 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 , "� paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, ROJEC o: trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily 1313 stored and dumpster shall be emptied weekly by a private carting company. DRAWN BY: NS CHECKED BY: NS DATE: JAN, 22, 2014 SCALE: 1" =20'-0" SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO.: S P BUILDING PERMIT SET ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET EXI5TINCG $ SWITCH EXl5TIN6 RR 5TORACGE Q TELEVISION AREA X SUWACE MOUNTED CEILING FAN EXIST FLOORING AND ® SMOKE DETCGTpR ® EXISTING STRUCTURE TO REMAIN � � A `px EXISTGONG SLAB TO REMAIN 17 Z DN Z E E T 5T IR z EX ST 5T IR UP EX 15T1 NG EX % HALL NINM Q E EXIST ELECTRICAL O "' WITCHES AND FIXTURES TO REMAIN �� °J�J ® EXISTING EXISTING RR 6 _ EX15T. �/ Z >= STORAGE EX 15T I NG BATH W AREA 5TORACGE (L/ Lu EXIST FLOORING AND LA1+IDING: WD FLR N W ROOM TV' O° STRUCTURE TO REMAIN ON 5/4 PLYWD ON m EXIST FLOORING AND 2X FRAMING O STRUCTURE TO REMAIN Z PILASTER TYPICAL: O Z Ix4 CAPITAL AND Ix6 BASE, C_ " ixl2 VER5ATEX TRIM W/ Ix6 Lo PROVIDE 3 STEEL �p I 4 (2) 10 4" SEE ELEVATIONS � PIPE COL ON GONG FON CONNECT GUTTER TO % FLUSH FRAMED NEW Z DOWNSPOUT5 CONNECTED TOFHW5 _ W8X35_T B __ _ _ W 68 UNDERGROUND ORYWELL5 AS i r--- -EXl5TIN6 EXT PANEL WALLS — _ O SHOWN ON SITE PLAN DRYWELL \ PROVIDE 3 I/2" STEEL 15 INS EXT PANEL WALLS TO TO BE REMOVED AND \PIPE COL ON GONG FDN SID BE RtMOVED AND STORED IN V STORED IN 6ARA&E FOR DWa 4x4 \ R,+h6E FOR FUTURE REUSE BY INNO IPECK — ——-— REMOVE ANY PLUMBING- FUTURE REUSE BY �N \ NEW WORK5H P — — ON EXTERIORDVE ANY WALL PATLUMBING Q 4" REINF. GONG I : 6" THK GONG FDN WALL W/ EXTERIOR WALL - PATCH a \FLRIN6 TO MATCH E 5T ON OC® 3Y$" T PL SUB LR ON EX15TIN6 51DIN6 AS REQUIRED Q : SLAB REINF TO BEAR ON I6I ERS EXl5TIN6 510IN6 AS i� REINFORCED I ='' I WIDE x 8" DEEP GONG. FT6 n PROVIDE FLASHING REQUIRED cr �, p � d) VA OR ER TO ATGHx PARTIAL PILASTER TYPICAL: Ix Q Y ! ` w/6x6, 10,(o WWM " AT NEW DOOR 51LL X X X EXIST O TREA D WD •t ABOVE ON `' coiA5 REGaI<JIRED EXISTING AREA: 578 5F " m FLR ® " ON 4 THK m " ,��Ix6 BASATEX E SEE ELEVATIONS CAPITAL 1— I . ( COMPACTED FILL I 't I GO SLAB 6x6 O/ID I ALLOWABLE AREA: 750 SF MM REINF ON COMP GTED ~ B ADDITION: 172 5i= 5UB6RADE B NOTE: ALL NEW t 5-15/4"X 1118 LVL ..4.:.'•'..l rJ4v fr: Y.fR•�.i 4.4 •••'� r f..;.+i.•1•'l r.Ir• Y1 WINDOWS AND DOOR5 NDERGRou — — — DRYWELL CONNECT GUTTER TO BY ANDERSEN =N2„ Fw 11 0 11-4 / ' _ DOWNSPOUT5 CONNECTED TO 2DWa 4x4 I5'-2" UNVERSROUND DRYWELL5 AS -�: -�:: ��� ryp TYP SHOWN ON FIRST FLOOR NE TE G PILASTER TYPICAL: Ixl2 NEW TERRACE O ,_• I PLAN 4 SITE PLAN 5 ONE PA R5 N VER5ATEX TRIM W/ Ixb 4 Ix4 4" REINF. CON A I CAPITAL AND Ix6 BASE, SEE A I SLAB REI RGED 2 I 2 T GO G SLAB 6 -. ELEVATIONS w/6x6 l 0 WWM I IN& 2 ON AM RN 5 5H WN 06 Z• OMPAGTED FILL 12" 72 2" TK 5 ONE e. ED61NG ON GONC SLAB TYP SECOND FLOOR PLAN -JZ- FOUNDATION PLAN SCALE: 11C = 1' -0" Is'-2" W J. >0 � FOUNDATION T SCALE: 114" = 1' -0" 1 5 U. PLAN W 1 y FIRST FLOOR 3 • � SCALE: 114" = 1' -0" W' T EXISTING CUPOLA EX15TIN6 CUPOLA EXISTING CUPOLA U) V)- NEW RAILING TYPICAL 2x6 TOP RAIL W/ CANTED TOP 2x4 BOTTOM RAIL 4" 50 P05T W/ 2x2 BALUSTERS a 4" SPACING PROVIDE DRIP GAP EXl5TIN6 ROOFING 4 P05T GAP AND FLASHING ROOF STRUCTURE ��of NEW X EXISTING �P �.ST ROOF INS EXISTING OVERHANG co Gy F<2� AND M TO REMAIN 92 NEW RAILING TYPIC AIL STRUCTURE 4" 50 POST W/OF TRI ❑ 2x6 TOP RAIL W/ CANTED TOP P05T GAP 2x4 BOTTOM RAIL 2x2 BALUSTERS • 4"' SPAGING g PROVIDE ci 0179531 FLA5HIN6 AS SHRED11 .17-117" 1 RG N � E© EXISTING REQUIRED � SIDING ROJECT EX15TIN6 STRUCTURE IDING EXISTING EXl5TIN6 1313 -p' STRUCTURE NEW TRIM TO 51DIN6 EXISTING STRUCTURE m STRUCTURE DRAWN BY: N MATCH EXIST TRIM:��S Eu STRUCTURE NS CHECKED BY: EXl5TIN6 TRIM NEW Ix TRIM NEW Ix TRIM EXISTING TRIM u u u u u u u u NEW Ix TRIM r EXISTING TRIM NS NEW Ix GASIN6 $ NEW Ix CASING NEW Ix GA51N6 REMOVE ANY DATE: JAN. 22, 2014 � PLUMBING ON EXTERIOR WALL SCALE: EX15TIN6 0 m N - PATCH 1/4" ST51DRUCTURE X1 X1 X1 X1 Xi X1 NC7 -��- X1 1 Xt ® EXl5TIN6 SIDING Lo 101 ❑❑ - - SHEET TITLE: © a lifilla aJill a D 1 11 4 a AS REQUIRED E. EXl5TIN6 1=1 lftu FLOOR SIDING EXl5TIN6 PLAN S JL� 0 STRUCTURE 40 SIDING ___-- STRUCTURE ELEVATION PILASTER TYPICAL: Ixl2 PANEL: PANEL: ILAST'ER TYPICAL: Ixl2 VERSATEX TRIM W/ 1x6 4 VER5ATEX TRIM W/ Ix6 4 Ix4 5/4" THK VERSATEX 5/4" THK VERSATEX PANEL Ix4 CAPITAL AND Ix6 BASE, SEE ELEVATIONS CAPITAL AND lxb BASE PANEL ON PLYWD ON PLYWD TYPICAL l SHEET NO: TYPICAL I Ib WEST ELEVATION EAST ELEVATION- SOUTH ELEVATION SCALE: 114" = 1' -0" SCALE: 114N = 1' -0" SCALE: 114" V -0" 0 O >Z- z Q -- z J 5T1 UGTURE O — EXISTING, 5TR BEYOND > m 0 EXIST EXTERIOR WALL z >m W W 0=0 BOTTOM OF EXIST FINISH CEILING 0 x O NEW EXTERIOR DOOR z O cl)Q cl) WRAP ROOF DECK AND SIDE WALLS TO UNDERSIDE z UJ OF DOOR SILLS AND RAILING POSTS WITH RUBBER O EXISTING MEMBRANE ROOFING - PROVIDE FLASHING AS REQUIRED SIDINGX I ST I !yC7 AT ALL ROOF/WALL INTERSECTIONS - PROVIDE LLC, PAN V EXISTING `,EYONNDD 5'T'ORA& AT NEW DOOR SILL SIDING 0 V STRUCTURE FH �- ���� 5/4x DECKING ON 2x SLEEPERS ON RUBBER O MEMBRANE ROOFING ON (2) 3/4" EXT GRADE 4" 50 POST W/ 4" 50 POST W/ POST GAP �j LYWD ON 2X4 GUT WITH PITCH ON ROOF STRUCTURE P05T GAP Q RUBBER MEMBRANE FROM ROOF DECK PAN E G O SHI AND i- J TO RUN UP 24" ON EXTERIOR WALL TYP PAN A D SILI RAILING, TYPICAL RAILING, TYPICAL _ I Z 2xb TOP RAIL W/ — — FNEN � Z ?acb TOP RAIL W/ GAN TOP LANDING: WD FLR t`� � CANTED TOP 1 2x4 BOTTOM RAIL 5/4x PECKING, ON 2x 5LEEPER5 ON RUBBER D _ 2act BALUSTERS O 4" AGING ON 5/40 FRAMING,ON _ = 2x4 BOTTOM RAIL MEMBRANE ROOFING ON (2) 5/4" EXT &RADE `9 0.4 BALUSTERS O 4" PLYWD ON 2X4 GUT WITH J" PITCH ON ROOF ST" to =� I'-6'� GUTTER TYP oil Z TOP OF EXIST SURF O SECOND FLR TOP OF EXIST SURFER 0 SECOND FLR N Q N TOP OF NEW PLATE TO v TOP OF EXIST FIRST FR PLATE Ix VER5ATEX TRIM MATCH J o CONNECT &UTTER TO ),- MATCH EXIST PLATE I W J. DOWOUTS _ I AND DETAILS �' Z CONNECTED _ MATCH DETAIL ( � W' z RYWELLS�5 SHOWN ERGROON m 1/2" GYP BD OF EXISTING PROVIDE JOIST I I HANGERS AS PROVIDE 5T 2 W FIRST FLOOR PLAN E FIN15H BOTTOM OF HANGERS AS ( I REQUIRED SITE PLAN GLAD WINDOW HEADER REQUIRED I I GLAD EXTERIOR DOOR ti a ~• � � 2x8 RR 616" OG WSTEEL BEAM/ R-50 I I 1/21: GYP 2x8 RR ®IG, OG N W. BATT INSULATION I I BD FINISH W/ R-50 BATT 1 I TYPICAL INSULATION W I i I EX15TINC� I I WX I I EXISTING WALL of NEIN ua 5TORA& i I TO BE REMOVED �G ro ��P ��.STNENFF� 1`lEW = T ROOM AORK5HOF X179531 \ v� I I SSR A � FLRING TO MATCH EXIST I I ROJEC, 'J FLRING, TO MATCH EXTERIOR WALL: I I PROVIDE MIN R-141 ON 5/4" THK PLYWDXSUBFLR NEW TERRACE: •i 1313 SIDING, ON 5/8" THK ON 5/4 THK PLYWD 5U5FLR I I DRAWN BY: ON VAPOR BARRIER TO MATCH EXIST RI61D INSULATION ON VAPOR BARRIER TO MATCH EXIST 2" THK STONE PAVERS ON LITEXT &R PLYWD ON 2xb „ I I BELOW SUBFLR ON 2x6 TREATED WD FLR JT5 O 16" 1" THK MORTAR BED ON 4" OIG" OG W/ R-IGI BATT ON 2x6 TREATED IND FLR JT5 O 16 TR. yip, SILL I I ON 4" THK GONG SLAB YV/ 6x6 10/10 THK COW., SLAB W/ 6X6 CHECKED BY: INSULATION TYP ON 4" THK GONG SLAB W/ 6x6 10/10 MM REINF PROVIDE MINI R-19 w/" BOLT I I EXIST GONG ON COMPACTED SU56RADE RIGID INSULATION O 48" TYP LEDGE TO BE MM REINF 10/10 AM TYPICAL ON NS PANEL. ( I ON COMPACTED 5U56RADE COMPACTED 5UBORADE DATE: BELOW SUBFILR 5/4" THK VERSATEX REMOVED = i JAN. 22, 2014 PANEL ON PLYWD 17 1 TOP OF EXIST FIN FUR O FIRST FLR ( I TOP F FIN FLR O FIRST FLR SCALE: : . • (2) *4 REBAR - 3/4'� 1• 0" •• TOP OF NEW TERRACE NEW 2x6 ATED O 1 OG TYPICAL X NEW 2x6 TREATED O I6" OG GRADE T- lU TOP 5 IRST F R SHEET TITLE: • d . • , .. . . . .•.. . ' - ,' . ' d �• �• •' � ' :•' ' •'• ' •� �' a • ' ' • � BUILDING • '♦� •' (2) #4 REBAR TYPICAL TYPICAL 4 SECTIONS d •,. ;:: .•ti v: BKTHLKOGONG FON _ EXIST FDN 4" REINF. GONG SLAB 8WALL ON FON 4 REINF. GONG SLAB " m & DETAILS REINFORCED w/bxb, 1O�{o WWM - ; Ib WIDE x 8 DEEP REINFORCED w/bxb, 1% MM IG, WIDE x 8 DEEP • ABOVE ON GOMPA'TED FILL GONG FTG, GONG FTG, ABOVE ON COMPACTED FILL (5) #4 REBAR (5) #4 REBAR . ' . • ♦,• '' '• a SET 2" ABOVE .• . ♦ ' SET 2" ABOVE SHEET NO: •' _' TG ! . '• • TYPICAL } BOT OF FTG, BOT OF F y. �. .. • TYPICAL ROOF DECK SECTION- A ROOF DECK SECTION . B SCALE: 314.1 =— 1 -0.. SCALE: 314" = 1" -0"