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�o�gUFfat/( Town of Southold 12/13/2016 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38699 Date: 12/9/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 145 Old Cove Blvd., Southold SCTM#: 473889 SeAlock/Lot: 52.-2-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/29/2014 pursuant to which Building Permit No. 39302 dated 10/23/2014 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 one car garage, second floor deck, entries and outdoor shower stall as applied for per ZBA #4480, dated 7/24/1997,which stipulates no access to this lot from C.R. 48. The certificate is issued to 145 Old Cove Blvd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0046 12/2/2016 ELECTRICAL CERTIFICATE NO. 39302 5/13/2016 PLUMBERS CERTIFICATION DATED 5/9/2016 Peter Kyriakou ' s Aut ed Signa re o�SUFEot��oTOWN OF SOUTHOLD BUILDING DEPARTMENT C3 = ' TOWN CLERK'S OFFICE o . 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#: 39302 Date: 10/23/2014 Permission is hereby granted to: Nickart Realty Corp 775 Brooklyn Ave Baldwin, NY 11510 To: construct a new single family dwelling with garage & decking per Planning & ZBA approval, flood zone permit included, access not permitted on Rt. 48. At premises located at: 145 Old Cove Blvd., Southold SCTM # 473889 Sec/Block/Lot# 52.-2-13.1 Pursuant to application dated 9/30/2014 and approved by the Building Inspector. To expire on 4/23/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,904.80 CO -NEW DWELLING $50.00 Flood Permit $100.00 Total: $2,054.80 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) ,_ J Location of Property:___L5 QKIe, Yd 6()u 7A House No. Street Hamlet Owner or Owners of Property: Vv \ GIll( P K—? Il"e p� Suffolk County Tax Map No 1000, Section �Y Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature pF SOUjyOI Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G iQ roper.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 olyCOU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 145 Old Cove Blvd. LLC(Nickart Realty) Address: 145 Old Cove Boulevard City: Southold St: New York Zip: 11971 Building Permit#: 39302 Section: 52 Block: 2 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mike Wilson Electric License No: 5139-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 76 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 55 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Fluorescent Fixture 5 Pumps Transformer AppliancesP62 Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 20 AA Switches Twist Lock Exit Fixtures TVSS 11 Other Equipment: 1- 30A Oven, 6- Exhaust Fans, 14-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: May 13, 2016 z Electrical 81 Compliance Form(2).xls �'9�cr!'.zz `'-' tclo�yQ� SO(/T�D�. o Town HaII Annex Ord - f Telephone(631)765-1802 54375 Main.Road � x � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION t! Date: A,—/ Building Permit No.Tq30.2 Owner: 6l<' Old Cat B1 V(-) (Please print) PlumberR- Kyr"aito `la j (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Sworn to before me this day of 20� CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Notary Public, 5—qfft��COLIIIIY Commission Expires April 14, OF SO(/l�o cOUNi`I,� :TOWN- OF,SOUTHOLD BUILDING. DEPT. 765-1802 INS-PECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE- , INSPECTOR 1 it - pF SOUT�o! cOUNT`I,� TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 JNSPECTION, . [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: 6 - DATE " INSPECTOR cOUM'1,� TOWN. OF SOUTHOLD_ BUILDING DEPT: 765-1802 INSPECTION [ ] FOU DATION 1 ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMIN / t8cl FINAL FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU REMARKS: w DATE INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION .''. 'T FO NDATION. I ST ROUGH PLUMBING 0 UNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY- FIRE SAFETY-INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL), CODE VinLWION CAULKING REMARKS:EIT r ja CJ �_s \l.-o C -..A_1� ��j ?�A DATE _� rd-�� INSPECTOR I / OF SO(/j�,o� 0 'YcOUHI'1,� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� r� INSPECTOR A rjf s.on Z TOWN OF-SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION " FOUNDATION I ST [ vf__ROUGH PLUMBING FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING FINAL FIREPLACE-& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ]VIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLAY40N CAULKING REMARKS: fV7 2,�6 ,,�,�, -, , DATE - INSPECTOR Jf OF so(/l�ol ST-6 G ` 00 TOWN OF SOUTHOLD BUILDING DEPT:' 765-16®2 1 N S vw%E C Tir 1 (minkh"FAN [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATIONS 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] EL VRICAL (ROUGH) [ ] ELECTRICAL (FON1AL) [ 64100"DE VIOLATION [ ] CAULKING REMARKS: P&A r-,Z7,lAr elL-f V6 v e oy F IC/t eA DATE Z ��� �� INSPECTOR 9� Z ��pf SOUryo • h0 cou TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION A ST [ ] R , PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL" [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL REMARKS: -- ` X;g DATE; INSPECTOR q SOUTyo cOUMY,Oc� TOWN OF,SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROU UMBING [ ] FOUNDATION- 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � DATE INSPECTOR PIi hOF SOUjyolo , 9 � • cOUMY,N� - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [''�] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE - INSPECTORY� r OF SOpr�olo 9 - coutm,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE'VIOLATION [ ] CAULKING REMARKS: zA41 Meq Jkl At-, y Li DATE INSPECTOR P ECONIC SURVEYORS,EYORS, P.C. P.O.Box 909 1230 TRAVELER STREET SOUTHOLD,N.Y. 11971 631-765-5020 • FAx 631-765-1797 John T.Metzger,L.S. December 6, 2016 Southold Building Dept. Town of Southold Town Hall Annex Southold NY 11971 To Whom it May Concern; It is by our observation at Peconic Surveyors PC that the engineered flood vents installed at 145 Old Cove Blvd. Southold, Ny, SCTM# 1000-52-02- 13.1, were installed to FEMA specifications. Thank yo John T. Metzger Peconic Surveyors PC 4 ' = 1AND D D DEC - 6 2016 BUILDING DEPT. TOWN OF SOUTHOED 3g3o3 PROJECT LOCATION - CONTACT INFORMATION: S.C.T.M. # l000 ENGINEERING DEPARTMENT (Properly Owner,Design Professional,Agent,Contractor,Other) ® o�vki b�SUFFQk NAME OLDCOV6 &VDL.LG section Block Block ► Loti � SITE INSPECTION REPORT FORM Plegine Pnnt Inspectfo Date: �o dr E-Mad Address Telephone Numher ■W 1 Subdivisions, Site Plans, Stormwater Improvements & Other Installations DESCRIPTION OF REQUIRED SITE WORK YES COMPL TNA ED NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls b Limits of Clearing&Area of Proposed Land Disturbance ®0I= r73 4Z,[R nvtXflFci� c. Condition of Stockpiled Soils d Verification of Size&Depth of Leaching Pools e Verification of Drain Pipe Installation/Concrete Parging. f. Driveway Installation within the Town ROW-Highway specifications SEP 0 6 2016 g. Final Site Grading-Effect on Adjacent Property 12500 h Inspection of Gutter&Leader System-Drainage Piping i Instalation of proposed Swimming Pool and discharge ring I Inspection of Construction Entrance/Staging Area(s). ®0 k.Location of proposed concrete washout area(s). T101TIT1111 OF SOUTH(" ®� I OTHER-Explanation Required m OTHER-Explanation Required 00 A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows: OPTION#: 1. Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York OP #• Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3. Site spection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: .� ENGINEERING INSPECT REPORT Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved By: — — — — — — — — — — — — — — — — — — — — — — p All required Site Work has been Completed by the Owner / Date: ` l�j Inspection #: Contractor & Approved by the Engineering Department. LL- FORM # ENGINEERING Inspection Report Form -TOS May 2015 1' 1 t o • ' � • 1 1, f A PLUMBING . p �� / .1_��--1/���r �- �-_ �- ��fes.- � • VffAA STATE ENERGY . , lfwall 111�%A=aV,PTA0 I, 11,x. :i/N 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.No rthFork.net PERMIT NO. JyA 6 2 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined Gly ,20)�P Single&Separate Storm-Water Assessment Form Contact: Approved �D� 20!T Mai to: bcvw Dis proved ��.. Phone: 57 b' Exp 4rti `� 1 ` 20. I - ` Building Inspector BLDG.DEPT. N OF SOUTNO�D—_�APPLI TION FOR BUILDING PERMIT Date July , 2014 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 pen-nit 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. i�ickart Realty Corporation j (Signature of applicant or name,if a corporation) 775 Brooklyn Ave, #100, Baldwin, NY 11510 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Nickart Realty Corporation (As on the tax roll or latest deed) If aic;nt i 1 c r o signatur%of 4aut�hororized officer cj,��(Name and title of corporate officer) Builders License No. ) Plumbers License No. ) Electricians License No. ) Owner Other Trade's License No. ) 1. Location of land on which proposed work will be done: r q S Q 0 lo Southold, NY (. �� VC� ®�- �� House Number Street `=�"Hamlet.s,_' qp ` County Tax Map No. 1000 Section 52 Block, _ =' `2� k`' Lot 13 Subdivision Nickart Realty Corporation Filed Map No. 11952 Lot #1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant land b. Intended use and occupancy Single Family Dwelling 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $250,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 8ais Number of dwelling units on each floor If garage, number of cars n/a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front n/a Rear n/a -- Depth n/a Height n/a Number of Stories n/a Dimensions of same structure with alterations or additions: Front n/a 1�, �t"ReT2' n/a Depth n/a Height n/a Number of Stories n/a 8. Dimensions of entire new construction: Front 56' Rear 56' Depth 32' Height 30' Number of Stories 2 9. Size of lot: Front 193.88' Rear 193.88' Depth 90.18' 10. Date of Purchase Jan. 21, 1982 Name of Former Owner Helmut Hass 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 X NO Will excess fill be removed from premises?YES X NO 14.Names of Owner of premises Nickart Realty Address Baldwin, NY Phone No. 516-867-7500 NameofArchitect Joe Fischetti, P.E. Address Southold, NY Phone No 631-765-2954 Name of Contractor Owner Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * 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 X NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�I ) Nick Paleos being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Corporate Officer (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 t* day of.j20114,20114, /jiV-171�114 4-7\ L:=RI72UTO Of New York otary Public No.01RI6144766 Signature of Applicant QuaMW In Nassau County My Commission Expires Arp.28,2018 1 c 4PPE�ALoS BOARD MEbiB RS `-t a o�OgUFFO(,�-�o Southold Town Hak! V` 1 Gerard P.Goehringer,Chairman 53095 Main Road Serge Doyen o i P.O.Box 1179 Jamcs Dinizto,Jr S�, n=, Southold_New York 11971 X7S84X1fXX � ® �� Fax(516)765-1823 Lydia A.Tortora a�101 ��,� Telephone(516)765-1809 Maureen C_ Ostermann BOARD OF APPEALS TOWN OF SOUTHOLD 1121)Le_�, FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF JULY 24, 199 r� ! Appl. No 1180 ICkHART REALTY PARCEL 2-2-13 STREET & LOCALITY: 53400 C.R. 48, Southold _ I DATE OF PUBLIC HEARING: July 10, 1997 1 JUL¢ 3 t S0 0 i 1 1 FINDINGS (PROPERTY FACTS): , PLb1-PWIt•7k�t2d00*AHC t /If 111_ DESCRIPTION: This property is located in an R-40 Lav-Density Residential Zone District, being situate on the southerly side of County Road 48 (a/k/a tlliddle Road, or North Road) and along the westerly side of a private right-of-way- This lot as exists contains a total lot area of 17,484 sq. ft., lot width of 193.88 feet along the northerly property line abutting C.R. 48, and lot depth of 90.18 (easterly property line) as shown on the map prepared by Warren A. Sambach, Sr., P.E. BASIS OF APPEAL: Building Inspector's Action of Disapproval issued September 18, 1996, and updated April 28, 1997, which reads as follows: 1- insufficient lot area and depth in an R-40 Zone. A lot is required to have an area of 40,000 sq. ft. and is required to have a depth of 175 feet. Article IIIA, Chapter 100-30A.3. 2. insufficient front yard setback for a non-conforming lot - Article XXIV, 100�244B. Also, another Notice of Disapproval was issued June 23, 1997 (received July 3, 1997) indicating that Lot 92 requires a lot width of 150 feet in an R-40 Zone. AREA VARIANCE RELIEF REQUESTED BY APPLICANT: Reduced lot size for two proposed lots in this pending subdivision project at I 17,414 sq_ ft- each_ The lot doth-js.� ohcvn_.at_._90:18-feet__for-each --lot, and lot width along—c-It:`•d8 of 193.88 feet each. _.Thefuture=,. location of'a' 'ne,v•.principal. single-family 'dwelling shall be as r established Uy. -code, ore Board of Appeals is requirement. +The i roposed _red 1i ctigti,,in tlie-.mftohf wj and_ setbaclts.'are>•skasww:more a pp y, p.°prepared- by IYarre' ,Sambach I t;,;�rr}Ycitlarl :�shown-ot� the. IVT° .;P.E'""aT 32'^-ft"�to the�north^•property`Iine.at�its-�clpsesL�poiuf,-,and �`�- , 26!2" to the southerly' (rout_ propertyT�IIne.at its-closest`point::•'_ The _.. j t y5F` � 11 01, Page 2 - July 24, hurl Appl. $4480: 1000-52-2-13 (Nickhart Realty) Southold Town Board of Appeals natural buffer along the southerly and northeasterly property lines i will remain intact and maintained- REASONS FOR BOARD ACTION, DESCRIBED BELOW:_ (1) The granting of the area variance will not produce an undesirable change in character of neighborhood or a detriment to nearby properties since the existing lot is two to three times the size of all.existing lots in the immediate area except for Lot 2.1 i with motel use- The division of the subject land into two lots of 17,QQ0+- sq. ft. for each lot is larger than the following contiguous and adjacent lots: 052-2-8 of -33 ac; 52-2-7.3 of .22 ac- 52-2-7.5 of .13 ac; 52-2-6 of .12 ac; 52-2-5 of .13 ac; 52-2-4 of .13 ac; 52-2-3 of .12 ac; 52-2-2 of .I3 ac; 52-2-1 of .12; 52-2-10.1 of .30 app; 52-2-12.1 of .30 ac; 52-2-14 of .33; 52-2-15 of .26; 5Z-2-39 of .21 ac; 52-2-16 of .25 ac; 52-2-38 of AS ac.; 52-2-17 of .09 ac; 52-2-18 of -10 ac; 52-2-19 of .11 ac- These two lots to be created will be approximately .44 of an acre. (2) The requested area variance is not substantial based upon the immediate lots, listed above, that are adjacent to the subject parcel because the subject land, when divided equally, is approximately .44 of an acre for each as created which is at least 20% to 25% greater than most of the parcels in the immediate area. (3) The proposed variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district since the two lots_will be the last in the immediate area j that would be improved with a principal building out of approxi- mately nineteen (19) parcels in the immediate area already built upon. (4) This action is the minimum that the Board deems necessary and adequate and at the same time preserves and protects the character of the neighborhood, and the health, safety, welfare of the community since the applicant is required under this variance apolicatiou-,Rot,,�o create;curb�cuts�along County Road_�18rand.-muse � utilize the essiing`iilterual roadway for ingress and e�ess to newly' I created parcels- It is the opinion of the majority of this Board that by also utilizing the internal roadway, the health, safety, and welfare of the community will be protected. RESOLUTIONJACTION: On motion by Chairman Goehringer, seconded by Member Dinizio, it was RESOLVED, to GRANT the relief requested WITH THE CONDITION that there be no direct access, curb cuts or driveways from or to - -- -- ------------------------------------ ---- I Page 3 - July 24, s�l 1 Appl. 94480: 1000-52-2-13 (Nickhart Realty) Southold Town Board of Appeals i Counts' Road 48 from the parcels. VOTE OF THE BOARD: AYES: MEDIBER DOYEN CHAIRMAN GOEHRIINGER MEMBER DiNIZIO. I NAYS: MEMBER TORTORA stating that the percentage of the variance is substantial, and MEMBER OSTERMANN stating that the spirit of the zoni$g ordinance should be upheld by the present code requiremeftt and not have overdevelopment_ This resolution was duly adopted (3-2)_ GERARD P. GOEHRINGER, CHA MAN MEETING OF JULY 24, 1997 APPROVED FOR FILING aa�a:x�K#v#s ac�xsr�*gym Actions-all/52-2-13 I Y06&at* - 0sm"Molof EnmenW COngaNatiouu r (810)4444=4) jam P.CAN Rickart Realty Corp. april �, 1990 0/0 Niak PaZaw,I►reoi4ent 775 Drookayra Avomm Ra83J�]l I��7 0•�®1,oiPirg0001 Saldwino Ry. 13.63LO 534A0 R41U 42 Southold Se [ 13 Dear Mr. Pal.eas t B&564 on the information ym have muted, the Nov York State Department of MWirOnmentadl. Conservation US datef.^nined that$ Moi reforenard paroel is 1aWwwrd of a sub*tantIAi -nude Utz'WtUre (Vav ed rAad-eta 40) greater than zoo fret in 3L can awtruatasl pri+Or h„0 AMUaEt 20, 2,977 to th& norta (IMV Yelaat�t Bound) attad lendvaW of the 10 fcot elevation ®ontow = a ua=, nalturael V3,qPm to tbm soaith (old C*V6 r as evidM an Ti4al W*tlaW IMPO"-$d0 MW YDs -Rd Photo+#49►9 fid, the Sputbold, Up= QUadraWle riSIMMM-I ive!y. and ie thowetewo wayand arbluZa at t a'iUsj ,etlwnds) Jurisdliotion. Thereftwor In omordWaa waft time opt Tidai wetlan" IoM gse RAW"OtIOM (MMM Fart 001) no VOsait is mWiLred tha Tidal W*tlb*W JMmt . Please be aftiseda, Zko vers, that no 0onstrUotlon, sodIntatio, 0r dieturbwAw 0f ow kid my taf ],aoe sed®r+r<r!t of the tidal watla jurisdictional bour,"�, as dotted withoutabove,,a plait. 1t is pu9r responsibility to agsurr that all n000ksa ► px*0auti0ns Um %AbM to prevent any mWimant.ation of other altomtion or diwturbatxt n to theMM90 e* or vege"tian Within Tidal Wetlards jurigaation rh may sresult fo rm your Project. hoot preoautiotr may include aaiutaining ado grate vom atreat batar"U the tidal wotiadnd Jurisdictional bour4ary and yaw project (Lem a 151 to zoo wide mon-traction arwa►) or ora0tia tempo=ry fenoe, barrIer, or hay batYe be=. P-10400 be fm=or advises[ that ftis letter does nor. relieve ym of the responsibility of obtainlrq any naoassary Vemits or Appz ►als • from admw agawlemn. P*Wt Aftinistr+ator W. ganbach dr. zoom YVA 99:ST VT0Z/L0/0T FFQ Scott A. Russell ���°su �� ST01[ZMWAT]EIK SUPERVISOR MA NA.Gl]EAMI]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 V' 53095 Main Road-SOUTHOLD,NEW YORK 11971 `) OCT 17 2014 CHAPTER 236 ® STORMWATER MANAGEM NT WORK SHEE ( TO BE COMPLETED BY THE APPLI NT ) BLDG DEPT TO'AiN Or SOUTHOLD DOES =S lPROJIECT INVOLVE ANY OF = FOLLOWING: Yes No (CHECK ALL THAT APPLY) E] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0'/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 130-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Ef D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EI"E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District �[ NAME I C��/�J V\ L 'C 51, Z - Z� I 7 Want) Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (Telephone Numher) �f `�i' S2� / Reviewed By te- - - - -�— Property Address Location of Construction Work: — — — — — — — — — — — �i r� /� Approved for processing Building Permit. i L 46 `�✓ �� �v� 'A N ❑ Stormwater Management Control Plan Not Required. ® V �� a — — — — — — — — — — — — — — tormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 F APPLICANT. S.C.T.M.#: 1000 FRZ (Property Owner,Design Professional,Agent,Contractor,Other) L/ �Su Ir CHAPTER 236 D¢me[ e Stormwater Management Control Plan CHECK LIST NAME section Block Lot W z S M C P -Plan Requirements Provide ONE copy of the Building Permit Application Please Pnnt O Date g� * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checkltstl Signature Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here] YES NO NA you ou need additional room for explanations, Please Provide additional show all of the following items: p � Paper. a. Location& Description of Property Boundaries 00 SpECTiONS ARE REQUIR ED b. Total Site Acreage. DRAINAGE c. Existing-Natural & Man Made Features within 500 L.F. Contact TOS Engineeri of the Site Boundary as required by§236-17(C)(2) Backfill,OR PrOvi a EngmZerS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water that the drainage has beef InstalteedCade. e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 00 n 9 00 j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). 6 U- " wjN � � Cbl V-- M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch Shall include but u got be fimitL-d to. 00 rainfall/storm event. A well maintained Construction Entrance, 3 Details&Sectional Drawings for stormwater practices are required for approval. Bre Backed,Ut Fencing,stabilization Items requiring details shall include but not be limited to: Seeding of exposed an or Inactive soils. a. Erosion& Sediment Controls. 00 b. Construction Entrance&Site Access. 0 c Inlet Drainage Structures (e.g catch basins,trench drains,etc) d. Leaching Structures (e g infiltration basins,swales,etc) 0 ****FOR ENGINEEVTZN DEPART SE ONLY**** Additional Information is Required. Reviewed& ® Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. f Date: 10 `7 / SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 I sorry®� Town Hall Annex Telephone(631)765-1802 54375 Main Road V31 d x,(631)scut Uj& P.O.Box 1179 Logersichert _e 015 Southold,NY 11971-0959 own.so nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: \NJ Name: License No.: VV-'\Ez- Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) K" Vg� *Name: I *Address: ..........VIAS 0 a k A *Cross Street: Phone No.: Permit No.: 3cA 3o 2- Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES 1®' Rough In Final *Do you need a Temp Certificate: er-IN kgV/ NO Temp Information(if needed) *Service Size- 1 Phase 3Phase 100 150 S 300 350 400 Other (*-New Seivj_ce_: , Re-connect Underground Number of Meters Change of Service CvZa ) Additional Information:, PAYMENT DLIF WITH APPLICATION iT J 82-Request for Inspection Form e H T. TERRYt,lam r jV)A� P o- n wx 117() TOWN CLERK fit } �` Southold. Nc%.• 1'ur1 1 It1 GISfRAR OP V1TN.STAT1511CS �. Foa (S I(,I 765IR�� MnrtRlncr orrICI:R - • r� yb Tdc(tlr<rnc (s 161 76c. 1 RECORDS MANAGEMENT OFFICER O� I FREEDOM OF INFORMA'FION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit Application" (FDP(93) ] , and ;'Certificate of Compliance F(Sr Development in Special Flood Hazard Area (C/C(93)) . Q . - -. TOWN OF SOUTHOLD Judith T. Terry Southold Town Clerk August 25, 1993 APPLICATIDN PAGE 1 of a TOWN OF SOUTHOLD TLOODPLA.IN DEVELOPMENT PERMIT APPLICATION This form is to be Filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sunt 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliancc is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STA MENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TOTHE B OF VLEDGE,TRUE AND ACCURA (APPLICANTS SIGNATURE)J DATE �® /SECTION 2: PROPOSED DEVELOPL EN-I (T.�c completed by APPLICAI'M NAME d ADDRESS P pTELEPHONE APPLICANT � q �^l�� /'n,,,,�p J�l�°' 7�'I�o`� BUILDER 69%pgL li l Pf. 14 5' 'r- ° r2?- SZ'2;,`f ENGINEE4010 .5 , �"� 631 -76f, Z �' s PROJECT_LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A skelcb attached to this application showing the project location would be helpful. it 79 Le FDP(93) APPI_.ICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes)- A_ STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE jo"N'ew Structure residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ No❑-residential (Floodprooftng? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Drudging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roa�)L, Street or Bridge Construction ) /% ❑ SuhUivision (New or Expansion) J/ O Iv dual Water or Sower System G Otber (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposed development is located on FERM Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca- F1RM zone designation is 100-Year flood elevation at the site is: R. NGVD (MSL) ❑ Unavailable ❑ The proposed dcvclopmcnt is located to a floodway FBFM Pancl No. Datcd ❑ See Section 4 (or additional instrucnoan SIGNED DATE APPLICATION 4 PAGE ) OF 4 SECTION 4• rIDDITI NAL INFORMATION REQUIRED To he completed by L CALADMINIST'RATOR The applicant must submit the documents checked below before the appGcadon can be processed. ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and speciftcatipns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the Ctrs[ floor. Also ❑Subdivision or other development plans(If the subdivision or other development axceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). Ci Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection laFt:NGVDMSL . Forvel (non-residential only) (MSL). floodproofed structures,/uppUcant must attach certification from registered engineer or - architect. / ❑ Certification from a'reeggistered engineer that the proposed actjvit�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Othcc SEC"IION S PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A_ ❑ Is B. Cl Is not in conformance with provisions of Local Law J?_' 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Admiaistrator may issue a Development Pcrmit upon payment of designated fee If BQX B 15 chcckcd, the Local Administrator vnJI provide a written surumary of dcfieicnctes. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals APPLICATION H PAGE 4 OF 4 APPEALS Appealed to Board of Appealsl ❑ Ycs ❑ No Hearing date: Appeals --- proved!—B—Y cs 9 Ne Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of ornOianee is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement Cin Coastal High i Lazard Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofwg protection is FI'_ NGVD (MSL). NOTT, Any work performed prior to submittal of the above information is at the risk;�f (-heAppl,?cant. ,SECTION 7 COMPUANCE ACTION (To be completed by LOCAL ADMINISTRATOR) .The LOCAL ADMINISTRATOR will complete this section as applicable based on inspcctioo of the project to ensure compliance with the community's local law for flood damage preven(ion. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIFS? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: ♦ 1 l I Attachment B /� BAMP,i,E CERTIFjICATE %JF COMPLIANCE or Develo ment in a Special Flood Hazard Area f P d , rir , TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA oWNEP MUST RETAIN 'SIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND r ' J THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED- WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC ( 93) U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name Policy Number: 145 OLD COVE BLVD. LLC A2 Budding Street Address(including Apt., Unit, Suite, and/or Bldg No.)or P O Route and Company NAIC Number. Box No. 145 OLD COVE BLVD City State ZIP Code SOUTHOLD New York 11971 A3 Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) D 1000-52-02-13 1 A4 Building Use(e g , Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5 Latitude/Longitude Lat.41 D 05M 20S Long 72D 24M 46.9S Horizontal Datum ❑ NAD 1927 0 NAD A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. BUILDING DEPT. A7 Budding Diagram Number 8 TOWN OF SOUTHOLD A8. For a budding with a crawlspacd or enclosure(s)- a) Square footage of crawlspace or enclosure(s) 1,482 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1 0 foot above adjacent grade 11 c) Total net area of flood openings in A8 b 1,735 sq in d) Engineered flood openings? ❑x Yes ❑ No A9 For a budding with an attached garage. a) Square footage of attached garage 310 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A9 b 400 sq in d) Engineered flood openings? ❑x Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3 State SOUTHOLD,TOWN OF 360813 SUFFOLK New York B4. Map/Panel B5.Suffix B6 FIRM Index B7. FIRM Panel B8 Flood Zone(s) B9 Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 3610300158 H 09/25/2009 AO DEPTH 2 B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source B11 Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12 Is the budding located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date* November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt, Unit, Suite, and/or Bldg No)or P O Route and Box No Policy Number 145 OLD COVE BLVD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized Vertical Datum NAVD Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 Fx] NAVD 1988 ❑ Other/Source, Datum used for building elevations must be the same as that used for the BFE Check the measurement used a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 8. 0 0 feet ❑ meters b) Top of the next higher floor 11, 6 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 0 feet ❑meters d) Attached garage(top of slab) 8. 3 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11. 6 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to budding(LAG) 7. 8 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to budding(HAG) 9. 5 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8. 0 ❑x feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information l certify that the information on this Certificate represents my best efforts to interpret the data available I understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑No ❑Check here if attachments Certifier's Name License NumberF N�+y JOHN T. M ETZGER 49618 �,�q��� 'o Title Er + OWNER '� .� � Company Name t "^ AFa PECONIC SURVEYORS PC ! Address 1230 TRAVELERS STREET City State ZIP Code LAND SOUTHOLD New York 11971 Signature Date Telephone J 11/03/2016 (631)765-5020 Copy atriAges of this Eleviat6A Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)budding owner. Comments(including type of equipment and location, per C2(e), if applicable) C2-d GARAGE UNDER A8-8 VENTS ENGINEERED AT 200 SQ.FT/3 VENTS AT 45 SQ FT FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date, November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit, Suite,and/or Bldg No)or P.O Route and Box No Policy Number 145 OLD COVE BLVD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available Check the measurement used In Puerto Rico only, enter meters. E1 Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG) a) Top of bottom floor(including basement, crawlspace, or enclosure)is 1 5 ❑x feet ❑meters ❑above or ❑x below the HAG b) Top of bottom floor(including basement, crawlspace, or enclosure)is 0.2 ❑x feet ❑meters ❑x above or ❑below the LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2 b in the diagrams)of the building is 1 9 ❑x feet ❑meters ❑x above or ❑below the HAG. E3 Attached garage(top of slab)is 1 2 ❑x feet ❑meters ❑above or ❑x below the HAG E4. Top of platform of machinery and/or equipment servicing the budding is 2 0 ❑x feet ❑meters ❑x above or ❑below the HAG E5 Zone AO only- If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑x Yes ❑ No ❑ Unknown. The local official must certify this information in Section G SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here The statements in Sections A, B, and E are correct to the best of my knowledge Property Owner or Owner's Authorized Representative's Name JOHN T. METZGER, PECONIC SURVEYORS PC Address City State ZIP Code 1230 TRAVELERS STREET SOUTHOLD New York 11971 Signature Date Telephone ✓ 11/03/2016 (631)765-5020 Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number. iLf� L.W0 City State ZIP Code Company NAIC Number SO(A.�0(, N Y E 12/6/2016 20161012_095917_resized.jpg (2448X1836) MIM a k. a . 4 #,rW r� r; 12/6/2016 20161012_095511_resized.jpg(2448X 1836) Ji F e u e s r, iia M 1216/2016 20161012_095958_resized.jpg (2448X1836) a WA 40 r bA' { s egg off 7 J �E s c.+ A g , i M .. g n "M`7i a 1a A AYLJWG ADDRESS: t PLANNING BOARD MEMBERS a*0f 10 P.O.Box 1179 MARTIN H.SIDOR 01 NY 11971 Chair OFFICE LOCATION: VVIIAIAM J.CREMERS y Town Full Annex KENNETH L.EDWARDS ® 54375 State Route 25, JOSEPH L.TOWNSEND (car.Main Rd.&Youngs Ave.) DONALD J.WILCENSKI `�G°® Southold,NY Telephone:631765-1938 Fax:631765-3136 PIAMING 130AR.D OFFICE TOWN OF SOUTHOLD July 13, 2010 Patricia Moore, Esq. 51020 Main Road Southold, New York 11971 Re: Conditional Final Approval: Proposed Standard Subdivision of Nickart Realty Located on the south side of CR 48, approximately 900 feet west of Bayberry Lane, in Southold SCTM#1000-52-2-13 Zoning District: R-40 Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, July 12, 2010, adopted the following resolutions: WHEREAS, this proposal is for a standard subdivision to subdivide a 0.8011-acre parcel into two lots where Lot 1 equals 17,438 sq. ft. and Lot 2 equals 17,438 sq. ft. in the R-40 Zoning District; and WHEREAS, an application for Sketch Approval was submitted on May 11, 2006; and WHEREAS, on July 10, 1997, the Zoning Board of Appeals granted an Area Variance (No. 4480) for the proposed action with the following condition: 1. "There shall be no direct access, curb cuts or driveways from or to County Road 48 from the parcels"; and WHEREAS, on March 1, 2005, the Town Board of the Town of Southold adopted a Local Law amending the Town Code to include Chapter 117, entitled "Development Rights, Transfer Of"; and WHEREAS, Chapter 117 expressly prohibits the Transfer of Development Rights (which include Suffolk County Department of Health Sanitary Credits) unless said transfer is made pursuant to Chapter 117 and in full compliance with its terms and conditions; and t Nickart Realty Page Two .lulu 13, 2010 WHEREAS, pursuant to §240-4(A) of the Town Code, any subdivision is required to "demonstrate conformance with the various parts of the Comprehensive Plan, adopted addendum, plans and studies, Town Code (emphasis added) and the official map;" and WHEREAS, on November 13, 2006, the Southold Town Planning Board acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, established itself as lead agency for the unlisted action and, as lead agency, granted a Negative Declaration for the proposed action; and WHEREAS, on May 8, 2008 an application for Preliminary Approval was submitted; and WHEREAS, on July 14, 2008, the Southold Town Planning Board granted Conditional Sketch Approval upon the map entitled "Subdivision For Nickart Realty, dated February 10, 1998 and last revised April 1, 2008, prepared by Peconic Surveyors, P.C.; and WHEREAS, on August 12, 2008, the applicant submitted a Park and Playground Fee in the amount of$7,000.00 as required by Southold Town Code §240-53 (G); and WHEREAS, on September 19, 2008, the applicant submitted a copy of the Tidal Wetland Letter of Non-Jurisdiction from the New York State Department of Environmental Conservation, dated April 6, 1998; and WHEREAS, on January 23, 2009, the applicant submitted the Final Report for the Phase I Archeological Review, prepared by Tracker Archeology Services, Inc.; and WHEREAS, on February 13, 2009, referrals for the above-referenced application were sent to the following for comment: 1) Southold Town Engineer 2) LWRP Coordinator 3) Southold Town Board of Trustees 4) Suffolk County Planning Commission 5) Southold Town Chief Building Inspector 6) Southold Fire District; and WHEREAS, on February 27, 2009, the Southold Fire District responded stating that there was adequate fire protection for this proposed standard subdivision; and WHEREAS, on March 12, 2009, the Suffolk County Department of Health Services approved the above-referenced proposed standard subdivision;and ' I WHEREAS, the Suffolk County Department of Health Services approval of the proposed standard subdivision was based upon the Transfer of a Development Right (Sanitary Flow Credit) from a parcel located in Mattituck to the subject parcel, as approved by the Suffolk County Department of Health Services Board of Review in its findings, dated October 30, 2006; and i Nickart Realty Page Three July 13, 2010 WHEREAS, it appears upon information and belief that in approving the proposed standard subdivision based upon the Transfer of a Development Right (Sanitary Flow Credit), the Suffolk County Department of Health Services did not consider the enactment of Chapter 117 of the Town Code; and WHEREAS, the Transfer of a Development Right (Sanitary Flow Credit) as approved by the Board of Review and the Suffolk County Department of Health Services is not in accordance with Chapter 117 of the Town Code; and WHEREAS, the Suffolk County Department of Health Services standards for the Transfer of Development Rights requires that the project must comply with, among other things, the requirements of the Town; and WHEREAS, on March 23, 2009, the Southold Town Local Waterfront Revitalization Program (LWRP) Coordinator reviewed the proposed action and provided comments and recommended that the proposed action was consistent with the Southold Town LWRP policies; and WHEREAS, on March 30, 2009, the Southold Town Planning Board and Planning Staff conducted a site-visit to the above-referenced proposed standard subdivision; and WHEREAS, on April 10, 2009, the Southold Town Engineer provided comments on the above-referenced proposed standard subdivision; and WHEREAS, on April 16, 2009, the Southold Town Board of Trustees provided comments to the Southold Town Planning Board for the above-referenced proposed standard subdivision stating that"...due to the proximity to the Long Island Sound, the area is subject to potential storm damage and should therefore not be subdivided" and further disagreed with the New York State Department of Environmental Conservation's determination on non jurisdiction; and WHEREAS, on May 16, 2009, the Suffolk County Planning Commission provided comments stating that the above-referenced proposed subdivision was a matter of local jurisdiction with the following comments: "The proposed subdivision creates substandard lots and appears to be an over intensification of use based on the requirements of the Town of Southold R-40 Zoning District; and Clearing and grading within each lot should be limited to that necessary for siting and constructing a house and typical accessory structures with the intent of preserving as much of the natural vegetation on the site as possible, and to minimize stormwater run-off and erosion."; and WHEREAS, on May 29, 2009, the applicant submitted a revised subdivision map showing the staking locations for the building envelopes as requested by the Southold Town Planning Board pursuant to their March 30, 2009 site visit; and Nickart Realty Pape Four July 13, 2010 WHEREAS, on June 23, 2009 and September 22, 2009, a letter was sent to the applicant by the Southold Town Planning Board requesting revisions to the subdivision map on a scale of 1:100 to clearly show the following: 1) clearing limits 2) building envelopes 3) setbacks 4) driveways 5) expansion of right-of-way on Old Cove Boulevard to 25' wide 6) proposed French drain, grading, retaining walls and septic system as required by Southold Town Engineer for drainage plans 7) 15 and 10 foot natural vegetated buffer along the north, east and southerly property lines 8) minimum of 4 street trees on each lot along CR 48; and WHEREAS, on June 23, 2009 and September 22, 2009, in the same letter sent to the applicant requesting that, in addition to the items to be submitted on the subdivision map as outlined in the previous "WHEREAS", the applicant shall also submit on a separate plot plan, at a scale of 1:20, the same items as listed above; and WHEREAS, this request for a separate plot plan at a scale of 1:20 to be attached to the subdivision map which shall be at a scale of 1:100 was made by the Southold Town Planning Board so that all revisions and requirements for this particular proposed subdivision can be seen clearly by the Southold Town Planning Board for effective review as the property totals only 0.8011 acres and two small lots, each totaling 17,438 sq. ft., are being proposed for this property; and WHEREAS, on November 19, 2009, the applicant submitted subdivision plans and drainage plans on separate plot plans entitled "Map Of Part Of Old Cove Boulevard As Widened And Improvement Plan" at a scale of 1:20, prepared by John Metzger, L.S., dated October 22, 2009 and last revised on November 16, 2009, reflecting the previously requested Southold Town Planning Board revisions; and WHEREAS, on January 25, 2010, the Southold Town Planning Board reviewed and accepted the revised Preliminary Plans; and WHEREAS, on February 1, 2010, the Southold Town L.WRP Coordinator provided recommendations of plant and tree species to the Southold Town Planning Board for landscaping and vegetated buffers to be planted on the above-referenced proposed standard subdivision; and WHEREAS, on February 1, 2010, the Southold Town Planning Board reviewed and accepted the LWRP Coordinator's recommendations; and WHEREAS, on February 9, 2010, the revised Preliminary Plans were reviewed by the Southold Town Engineer; and i Nickart Realty Page Five July 13, 2010 WHEREAS, on February 16, 2010, the Southold Town Planning reviewed and accepted all of the above-referenced comments; and WHEREAS, on March 8, 2010, a Preliminary Public Hearing for this proposed standard subdivision was held and closed; and WHEREAS, on April 12, 2010, the Southold Town Planning Board granted Conditional Preliminary Approval on the subdivision plan prepared by John T. Metzger, dated October 22, 2009 and last revised November 16, 2009; and WHEREAS, on June 7, 2010, a letter was sent to the applicant by the Southold Town Planning Department requesting certain changes to the Final Plat and the required Covenants and Restrictions; and WHEREAS, on June 15, 2010, the applicant's application for Final Plat Approval was deemed substantially complete with the submission of 5 paper copies and 4 mylar copies of the revised Final Subdivision Plat; and WHEREAS, it has now been discovered that the applicant's use of the Transfer of Development Right in the form of a Sanitary Credit was not in compliance with Chapter 117 of the Town Code; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent, as outlined in the memo from the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board hereby conditionally approves the Plot Plan entitled "Map Of Part Of Old Cove Boulevard As Widened And Improvement Plan" at a scale of 1:20, prepared by John Metzger, L.S., dated October 22, 2009 and last revised on November 16, 2009, and to be filed with the Suffolk County Clerk with the Final Plat; and be it further RESOLVED, that pursuant to Southold Town Code §240-24, the Final Plat is in substantial agreement with the approved Preliminary Plat prepared by John T. Metzger, dated October 22, 2009 and last revised November 16, 2009, and therefore, no Final Public Hearing is required; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Conditional Final Plat Approval upon the map prepared by John T. Metzger, L.S., dated February 10, 1998 and last revised on July 31, 2008, entitled "Final Plat for the Subdivision for Nickart Realty Corp." subject to the following condition: 1. Proof of compliance with Chapter 117 of the Town Code for the Transfer of Development Rights (Sanitary Flow Credit) or, in the alternative, approval of the Suffolk County Department of Health Services that is not dependent on a Transfer of a Sanitary Flow Credit. DECLARATION AND COVENANT THIS DECLARATION made the 13-lay of January, 2014, by NiCKART REALTY CORP., a domestic corporation having its offices located at 775 Brooklyn Ave., Baldwin, New York 11510 hereinafter referred to as the Declarant, states as follows: WHEREAS, Declarant is the owner of certain real property situate at Southold, in the Town of Southold, Suffolk County, New York, more particularly bounded and described as set forth in Schedule "A"annexed hereto as provided by the Declarant; and WHEREAS, for and in consideration of the granting of a minor subdivision application entitled, "Standard subdivision of Nickart Realty", as shown on map entitled "Final Plat for the Subdivision of Nickart Realty Corp" prepared by Peconic Surveyors, Inc., dated February 10, 1998 and last revised on July 31, 2008, and Map of part of Old Cove Bolevard as widened and improvement plan prepared by Peconic Surveyors, Inc., dated October 22, 2009 last revised November 16, 2009, as a condition of granting said approval, the Town of Southold Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, Declarant has considered the foregoing and determined that same will be in the best Interest of the Declarant and subsequent owners of said parcel; NOW, THEREFORE, THIS DECLARANT WITNESSETH: That Declarant, for the purpose of carrying out the intentions above expressed does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the following covenants which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to Wt: a. There shall be no direct access, curb cuts or driveways from or to County Road 48 from Lot 1 and Lot 2. b. There shall be no changes to any of the lot lines without Planning Board approval. c. Pursuant to chapter 236 Stormwater, Grading and Drainage Control Law of the Southold Town Code, all stormwater shall be retained on site. d. There shall be no further subdivision of any of the lots on the approved subdivision map in perpetuity. e. The natural vegetated buffers for the property shall be 10' (feet)wide on the western property line running N. 31 degrees, 40 minutes 50 seconds W.for 80.16' (feet) on the eastern property line running S. 31 degrees 40 minutes 50 seconds E. for 80.16' (feet)and on the southern property line running S. 61 degrees 59 minutes 10 seconds W. for 367.71' (feet)and shall be 15' (feet)wide along the full length of the northern property line south of Middle Road (CR 48) running N. 61 degrees 59 minutes 10 seconds E. for 387.76'(feet). f. Natural vegetated buffers shall be planted only with vegetation choices identified in the approved Town of Southold Planting Board Native/Natural Buffer Planting Specifications (attached) following Southold Town Planning Board Approval. g. Maintenance of the natural vegetated buffer shall be limited to planting of approved plant species, pruning of vegetation and removal and replacement of dead or diseased vegetation to protect the safety, health and welfare of residents and property. h. The natural vegetated buffers described above shall remain in perpetuity. I. Landscaping will be required to remain over the septic systems with plants from the approved Town of Southold Planning Board Native/ Natural Buffer Planting Specifications. j. There shall be a minimum of four(4)street trees planted along C.R.48 on the northern property line, with two (2)street trees planted on the NE comer of Lot 2 and NW corner of Lot 1 on C.R. 48. Street trees shall be native to Long Island. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations In effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised,amended, or promulgated. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. The aforementioned Restrictive Covenants shall be enforceable by the Town of Southold, County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said Town to enforce the same shall not be deemed to affect the validity of this covenant. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the majority plus one of the Southold Planning Board, or Its successor body, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned restrictive covenants are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or law. The failure of said agencies of the Town of Southold to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated made a part hereof, as though fully set forth herein. The within Declaration shall run with the land and shall be binding upon the Declarant and his successors and assigns and upon all persons or entities claiming i • • under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the property unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successors, after a public hearing. IN WITNESS WHEREOF, the Declarant has hereunto set its hand and seal the day and year above written. NICKART R TY C C, BY. V�� NICK PALEOS State of New York ) ss: County of Nr)a5Sh4 On this I3 gay of January, 2014 before, the undersigned, personally appeared NICK PALEOS, personally known to me or proved to me on the basis of satisfactory evidence to the be individual(s)whose name(s) is (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(les), and that by his/her/their signature(s)on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted, executed the instrument. "",-A( - 01. I p 1,2 Notary Public AIMEJ MILLO NOTARY PUB[ ATE OF NEW YORK QUALIFIED IN NASSAU COUNTY REG.#DIJA6105288 MY COMM.EXP,FEg,09.20 10 IY -sa�� la �ia �� i,_ li� �• `39 `30 32, - i, / i � soUry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q May 26, 2016 lyCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD 145 Old Cove Blvd LLC 775 Brooklyn Ave Baldwin NY 11510 RE: 145 Old Cove Blvd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Neede;so To Com I Note: $50 due for amended plans for deck. need final elevation certifi to from su or. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. �A fee of$50.00. ✓ Final Health Departm proval. Ider Certificate. (All permits i Iving 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. - zvee y/ Final Storm Water Runoff Approval from Town Engine r mu — BUILDING PERMIT - 39302 — New Dwelling i ` DWELLING', SCDHS Rei.- �- W044:-0046 _ —— TEST BORING fin. fir, el 12 ROOF RUNOFF by McDonald Geosctence E' 11 GRADE rsy EL.ro.4 11792xSOx 0.17= 305 cuff. _ EL. 7.2 i — o 1'MIN. 305/42.2,0 7.2••`VF i� �SAND Sr° (E 9.4 1000 eAL 0.5' WALL "'G PROVIDE 4 DWS, 8'-0 2' DEEP 92 SEPTIC rMKK ®,T e.5 CENTER LP. 1, OR EQUAL i Z_ BROWN LOAMY GR. I'ArER 3'MW RUNOFF CONTAINMENT WITHIN v, � SAND SW a. SILT FENCE = 4460 sq,ff. 3 g?' --- - }� _, �` � TO EL 2.r CENTER POOL 5 4460 x 0.5 x 0.17 =^. �g g3' — EL 2.7 POOL CLUSTER �Z3' T ' ___—- O � 4.3' 376 cu,ft. _ , _ .; ?. �; _7 WATER w BRA FINE r ST PROPOSED SEWAGE DISPOSAL SYSTEM 376/42.2 = 9 V �'__ r- A+SE�Et3 RATIT TO kEDAIM SAND GROUPIEXPECTED AT I. � ,;� SP PRO,VIDE 8 DWS 8 x 2 dp.-- '3.—' - --� - _ ;- s� WATER w eRON FINEf- 1000 GAL. PRECAST SEPTIC TAMC (CONCRETE( 5 TO AL TO COARSE SAND slv -----5�-C 's- 8'0 x 3' Df*PTH WITH 3' SAND COLLAR �� / __.� -; �- - -_ rY f, W) TO BE 3'ABQVE GROUND WATER CO Jr C, �R MOVE UNSUITABLE MATERIAL Q 3, SAND (Sty) BELOW POOLS WITH � -- r COLLAR AND BACKFILL WITH n A`II�P �i�ISI�E0i1NE�UIREI7 { !;—r ND'(SW)I�� V Z SOUTHOLD ®P�,c�����ER , Cp`� \u�8° p,isF •� AQNITARY'SYSTEM - •@ 1(=Y_vviUi_botok�__ __ (�`_�—�I ±_-_, cnd.va.1ba NOTE: SUBSURFACE S E WAGE DISPOSAL AL5 2014 soEEpArTMr -�� ,�5 SYSTEM DESIGN JOEPH FiSCFEf71P.E.Ln � BY �cHOBART ROAD BLDG DEPT s' SOUIHQLD; N.Y. !IJ(P TDN" OF m 1-S. , �jL% �r 0 J P 175 RFBgR EACH W9Y�N fQO T ' :'X d;'�I d e.�- �'Js9�'Q.^`#�E. il.,e4'=v s` ..`+•_tetn iP7t�_ ; t ga' Lc m s PSE sa �9 # 4l;IN� 4- O NOTES y�r:� .•ari 6E G ON 1 CONCRETE* TO BE 3000 PSI t Q �50� sj NAY O pvE (0 2 STEEL TO BE 6t) KSI R 5 0v* 5 Of �n / 3 ENGINEER TO CERTIFY � _ \ �lE SIS CONSTRUCTION OF RETANINGg ALL AS INA � - \� jE fto S / REOUIRED BY HEALTH•DEPT, JAYV3 t& YY`1 Fi i�u o" !. VIA M-0`NAN)ofGfi , V t�1,2 ' J ENGINEER TO BE CALLED TO NSPECT THE �� ��" g M-073. li•• �v�,-�1.��*��v de gyp\ oFO4,INt�(1N�E Cw NO Ey 12 COCRETEREINFORCING BEFORE,pLpCp.,"T OF �. tj,\31; - p�� E�OA OPOS�O °°M CONCRETE %0 �N�NG W QR. B�pRFL°0 p�E� i g' "O Sj v� RpN� $ ed 13 P�g,� �� y Z 0 2fli4 .� RVEY OF PROPERTY / jW �o k tN F 6 5 O CLEP �� A T , \oiF as SOUTFIOL® a z N� �� o a, \2° ®WN OF SOUTHOLD ,:V-\ N �-1 ,dog ,D e g P �� �' . `®LK COUNTY oE�AI;im, �uT°r (ALAS�� SE LK COUNTY, N.Y. ' _ �">, o ��' '� Pec PERMIT� ?PR- p.r o- '�r.7 ���9r-� �,; 1®® ' - 52 - 02 - P/O 13 � 0 / 'E:fis.i�',�ti�..- -'/ Val�i" tl F/® r,.a^ AfAY 15,2012010 pril 4 (ADDITIONS) v = O o ��,E \QP DAT£ 'I f .- • =s.�1- 3_c . SIO I L/-v0�/ p P ULY 17, 2014 (EXPANSION POOL) Z �. PN�� '( s�, EPT. 2.3, 2 0/4 IREVISIONS) i� 1 0 ;j,=� —� p 3 o�9,\ON 'O'� �RvS �`C wp( APIaROL��E Ct V. 11, 2014 (RE �7 r C? IPV FOR l�A`•il:;1i;1 O6'�.��_3EDrn'�OGh9� `�� �j• \\\l �,\�1G L y1E� F1E�'�HIdE�'E ,RR®a9 DACE O''A�SO!O'�A� 'Q, . - The locations of wells and cesspols shown hereon are from field observoations , 'I a s ; • / � and or,fiom data obtained from others.- � AREA = 17,438 sq.ff. j • Therefore their locations and or existence � is not guaranteed. k. G� �P �Pt�' LOT NUMBERS ARE REFERENCE® TO a N.YS. LIC. NO. 49618 S,. l am familiar with the STANDARDS FOR APPROVAL SUBDIVISION FOR NICKART REALTY ANY ALTERATIOti OR ADDITION TO THIS SURVEY IS A VIOLATION AND CONSTRUCTION OF SUBSURFACE SEWAGE CORP. P CON EYORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES (631) 765 - 5020 FAX (631) 765 - 1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS and will abide by the conditions set forth therein and on the FLOOD ZONE- AO Depth 2 NAVD88 P. 0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY permit to construct. FIRM 36iO3CO158 H 1230 TRAVELER STREET IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE 1 SOUTHOLD N.Y. 1197/ 194-048,1 SURVEYOR WHOSE SIGNATURE APPEARS HEREON EL EVA TIONS ARE t EFERENCED TO N.G.V.D. 9 _ i tDWEi LING ROOF RUNOFF SCDHS Ref._ - M-t4-•-0046 _ _ TEST BORING E• a FUSHED GRAM 1792 SO.FT. — byE. 7�ld G�osclence TW sc.10.4 1792 x I x 0.17= 305 cot. - - �• ° Irv. I 3051E42.2,= 7.2VVF ,' PALE M FINE To X 9:40•5• RETANN& PROVIDE- 4 DWS, 8' 0 x 2' DEEP co UED'SAPID SP' 1E 9.2 r�c ��7 ►E e.s ca'TER.LP. 3. WALL OR EQUAL L � LOAMY m WATER 3'acv RUNOFF CONTAINMENT WITHIN �� � 3, SU EL 27' CENTER Pool S SILT FENCE = 4460 sq.f/. 93 8� -e-#�-- �` �9 TTo 4460 0.5 D l7 = t g3' Jt o EL z� 376 cu,fl. POOL CLUSTER `• \ 3• r=- rT- - WATER EN BR FAZE M+&EST PROPOSED SEWAGE DISPOSAL SYSTEM' 3745142.2 = 9VF' J__:. ' . :-ss•R£BgRaTis�I)oru�� To ME614!SAND EXPECTED for ,PROVitO 8 DWS 8'0 x 2 dp.`- ',.= `— - = •; �-� T.A SP NDWATEF 1- 1000 GAL. PRECAST SEPTIC TANK (CONCRETE) � vis � T TAL --.- O WATER W BRON FNE 3 LPs. 8'0 k-3! DEPTH WITH 3' SAND COLLAR _� •rT _ To COARSE sAw sew lSW) TO BE 3;ABOVE GROUND WATER to • '• � ' REMOVE UNSUITABLE MATERIAL SES 0, ! 1- ; X15 REglUj qT 1p e TO SAND (SW) ®FLOW POOLS WITH� 3' COLLAR AAD BACKFILL WITH SAND*[SW) �E'( a$ �' N '-I� A*-�-- NOTE: y'c¢ 0\-93 - `� '- SUBSURFACE SEWAGE DISPOSAL r+ �����\� , c�5 ' O s-` ae vsna,�tc���u,�ook., _ 'r i� � �,�d.��:b. SYSTEM DESIGN ' ®g�\� o\ < s v �� 3; t+ < <_� X10®ARTEPH ROADSCFfEY TI . P.E. tPv �� �- i i 4' SOUTHOLD, N.Y. 11971 Ito 0 'A i '_ _ r (631) 765 -.'2954 / ®N overs 40"_ - T- T----- G EACH WAM fQCtMr..' - N NOTES 0 J �S0,0v�G H'y 2 STEEL TO BE CRETE TO so 300 O PSI 3 FW#IEER TO CERTIFY THE FNAL Q`' ��5 �y�1B °al wN \ CONSTRUCT)ON OF RETAjN NG WALL AS 9 t �J T E� (\ CL i REOUYtED BY ?iF_4LTH DEPT 6t ?ROP��J00 PE vN0 PJ 1,� ENGINEER TO BE CALLED T" INSPECT THE ` REINFORCING BEFORE,PLACq,ENT OF 1v. dG�� F� -FY CONCRETE - �- '° \ �, 4�s°�' N�� ' SURVEY OF P ROPERT Y S AT °P�LP9 s SOUTHOLD o_ 0 oL - ��' o� NSP �{ TOWN OF SOUTHOLD �0 R°P °wP� ` SUFFOLK OOUIV T Y, N. Y. NG -�� �0 E. o �� �t�P ` t e4 1000 - 52 -002 e 13.1 N �� /� t� �, G P Scale: 1 = 30 _ 0 A �G� 0�0 . �S April 16, 2010 ' D ' E C I .p .� of MAY 15,2014 (ADDITIONS) �) 0 0 ;NZ �'� N��\"� \ SEP,T.ULY 123 2014 20/4( (REV(EXPANSION P. LI DEC 3 0 ,A 0 9A 01F -(RAS \G wA� a NOV. 11, 2014 (REVISIONS) 2014 . �T� S• 6t 5 - w�NG��\NG tPv�- Dec. 29, 20/4 (foundation loco 'qn z 2 t` 61_DG DEPT 10E - TOUJPI OF SOUTHOLD The locations of swells and cesspools THOLD — shown hereon ore from field observations SOF NE``! / and or,from data obtained from others. , `'E O 3� 3 0�- Therefore their locations and or existence AREA = 7,438 S(�,if l~. c7 �'(.(w$ `}� oI is not guaranteed. �Y� P' PG LOT NUMBERS ARE REFERENCED TO .Y. LIC. N0. 496/8 I am familiar wilh the STANDARDS FOR APPROVAL 5 SUBDIVISION FOR N/CKART REALTY - - ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V10L4TION AND CONSTRUCTION OF SUBSURFACE SEWAGE CORP. 1 EYOR C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. DISPOSAL SYSTEMS FOR SINGLE FA'MIL Y RESIDENCES (63I) 765 - 1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS and will abide by the conditions set forth therein and on the FLOOD ZONE: AO Depth 2 NAVD88 P. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY permit to construct. FIRM 36103CIP158 H 1230 J .IIfV `� STREET IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. E ( SOUTH , 119'71 _ ELEVATIONS ARE f EFERENCED TO N.G.V.D. " I � DWELLING o fin. fir, e1 12 ROOF RUNOFF - - TEST BORING F SUM 1792 SO.FT. 6yE.72!d Gaosci®nce °" It M EL 10.4 1792 u,�l4 x 0.17= 305 6tt fl. / _ - o ►•W I 305 4F�4,TDWS,�"' .~fi2VF• i �/ �SAM Sr° IE a4 �000 sat i O.5• RANa PR0,1/lD fb"O x 2' DEEP 'd IE 9.2 arT1C rANKK rE e.7 E 8.5 c�vi�'P 3• OR EQUAL IWALL Z BROWN LOAW sR, WATER �, RUNOFF CONTAINMEN T 111 THIN �� s, SAM SW - SILT XENCEx- 4460 Sq.%/. 3g7' .__ - �. salvo BROWN FM TO Et zr CENTER Pool 4460 0.5 0.17 = 376 t9 ' g3' EL 2.r POOL CLUSTER 376 cuff. I �z3' _T --;-; �� —L 4°� WATER IV BR FrNE sr PROPOSED SEWAGE DISPOSAL SYSTEM 376142.2 = 9 VF PROVIDE ± -.bs REB�RAT is (Ao iz)_ TOO SAND 7W B'DWS 8' x'2oW-TgTAL . _ - , , : . SP • 1- 1000 GAL. PRECAST SEPTIC TANK (CONCRETE) - _ - ;� - e� WATER w BRON F� 5 LPs. 8'0 >< 3' [���+TH WITH 3' SAND COLLAR �� ro COARSE SAND M (SW) TO BE 3,;ABOVE GROUND WA TER l�C C° / 1 REMOVE UNSUITABLE MATERIAL p / I j_ �sREQAq_AT70(Jeiq lT' -F-i TO SAND (SWI BELOW POOLS WITH 3' COLLAR AkD BACKFILL WITH � I = �L m i ! �� NOTE SAND'f5W1 ��SC• ag -�_ ® 5'�v �93' �, , __ - -`T _- �'=s-; -'- j SUBSURFACE SEWAGE DISPOSAL c�5 Q 48-RSQrnyel�10 aiSh hook__ _ __! , Grad,vari•s SYSTEM DESIGN �0-k ��O - _.. 3 v — :_ _ BY JOSEPH FISCHE f71 - P. E. v®V oiu �o• 0r vc,;-A i z + -- HOBART ROAD t? pin 0= SOUTHOLD, N.Y. 11971 - (01) 765 - 2954 cam' l\o N 5 Cid` � �G `7'� �2�-C -- --'--•_ -_-_.__ + . — El�A�E��SPE�@®�S ARE RE�AIR ® > x +F , • Contact TOS Engineering at 765-1560 before E E'(of� ow �, , �'. I� NOTES Backfill OR Provide Ero 'ic�eer°s Certification I CONCRETE TO BE 3000 PSI O �S , JG ��E 1X w 9 STEEL TO BE So Ics( ° �w- 3 ENGINEER TO CERTIFY THE Fg7AL that the drainage has been installed to Code. 0 �� d� 1.io, CONSTRUCTION OF RETAINING WALL AS \ w PS- q� F ®. `E REOLMRM BY HEALTH vu- Q'596\ Op 'VV IA P'� °w 2 ENGINEER-TO BE CALLED r0 INSPECT THE - tia� E tw SE �o' 2 ' - � CONCRETECCING aEI oRE.PLac xr of EROSION SEDIMENT CONTROLS PS1R �°' NOU Shall include but not be limited to: .o r O5� p0�`¢ PRT g / APPROVAL OF STO ATE PROP ifis Q�OP �EOa�y00 Sw ,°a PN� /y�8 R MANAGEMENT�+well maintained Construction Entrance, k EPR �' \ E�®NTR®E Pim Cie r Wire Backed Silt Fencing,stabilization & �� N f1t2 ��0 0Pp G� �Q / =:1 , F�� Date: �� Seeding of exposed and/or inactive soils. ', s� ow ,y5' R PC` Vl\p;�F ` Aopr®v d b a 2 0 PG 'Pc� E �2�tytPvi:0 , P0O LOT 1 �� Sp'o- ST® _ ATES? MANAGEMENT CONTROL (PLAN z j°t o G FOR PROPERTY AT ®UDVITOLD N. a10t Qpv / P\0�5 I 1000 - 52 - 02 - P00 13 02� p SSG P���, I , Scale: 1" = •30" • �gr\0 01F -�Rv ��c'�_ I JUNE 27, 2014 �1\NG G tPuB ! SEPT 23, 2014 (revisions) � OE(� h_k / / W - r T 1 AREA. 17,438 sq.ft• 01F S �. P• GV LOT NUMBERS ARE REFERENCED TO .Y.B. LIC N0. 496/8 P SWDIVISfON FOR NICKART REALTY ANY ALTERATION OR ADDITION TO, THIS SURVEY IS A VIOLATION CORP. CONIC ` ORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE DUCATION LAW.EXCEPT AS PER SECTION 7-009-SUBDIVISION 2.EALL CERTIFICATIONS FLOOD ZONE AO Depth 2 IJAVD88 P.30. BOX 90920 FAX (63/) 765 - 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY FIRM 3610300158 H 1230 TRAVELER STREET /� p IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE 1 SOUTHOLD N.Y. 11971 SURVEYOR WHOSE SIGNATURE APPEARS HEREON., ELEVATIONS ARE FEFERENCED TO N.G.V,D. _ _ _ I i - _ r I TEST BORING SCDHS REF# R10-14-046 SURVEY OF PROPERTY A T SO UTHOLD McDONALD GEOSCIENCE EL.7.6 TOWN OF SO UTOLD ° PALE BROWN FINE SUFFOLK COUNTY ]�� TO MED/UM SAND SP I � l�. Y. 2' 1000-52-02-13.1 SAND LOAMY SCALE. 1'= 30' co 3' J � APRIL 16, 2010 FINE TO MEDIUM Q 4.5' SAND SP EL. 2. YA�L� C� �'(1 / �3MAY 15, 2014 (ADD1710NS) "-°' Z°'� S R h /� ' `�' JULY 17, WO MMEEDIUM SANG 4oA �N y�g y 2014 (EXSPANSION POOL) 8.5' — —SP HIGHEST (.� iv `'� I �` SEPT. 23, 2014 (REVISIONS) WATER /N BROWN EXPECTED �,�i"��G �P ��'��' �`o y' �p�0 NOV.11,2014 (REVS/ONS) FINE TO COARSE GROUNDWATER O ( �g c� ;I ,, � -9 SAND SW \Q Ortc `C,y %" o�' . '�� SEPT. 15, 2016 (FINAL) 17' �rh - ^� o� �p'� NOV. 3, 2016 (REVISIONS) 100SEPTIC LOCATIONS A B 3 �� ti� 2 �0 ,c\ 0-or ` v ST 17.D' 25.0' 9 --� yq0 LP1 31.5' 38.0' � �-,'' h, �pNF'c" yP rsoa ,-� SQ9FF®HBe h✓®LBP\9TY DEPARTMENT OF HEALTH SERVICES A \,p ` 70e� c g APPROVAL OF CONSTRUCTED WORKS FOR °� �' ,c, �F��• 6�^ 1g Date DEC — 2 201 h OH B•O.S. ®.Rao- Lt►.O o z/6 `PSG=MV 08P=1 and WaEgr Supply L-=m at 6hie 0=9an have n © II ;� ;'' N O�� lie►spae6,d aWW cetbified by ftf�^ � ^�� �� and bmd 8® '51 A\ \ E �\�� �I F® f9 ba G �' �r \�' o . ZV 1�1 NEW \ D [EcR0v[E • = KE6AK OI N SPG LOT NUMBERS ARE REFERENCED TO D �� - • = SPIKE SET G �S -SUBDIVISION FOR NICKART TY CORP." 1 REALDEC _ 5 2016 ELEVATIONS ARE REFERNGED TO N&VD P FLOOD ZONE AO DEPTH 2 FEET NAVD 88 Y.S LIC. N0. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON FROM FIRM J610JC015BH BUILDING DEPT. E, ) (EYORS, P.C. OF SEC77ON 72090F THE NEW YORK STATE EDUCATION LAW. 09/25/2009 I TOWNOFSOUMOLD (631 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS ) HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=17,438 ;Sq.ft. 1230 TRAVELER STREET SOUTHOLD N. Y. 11971 14-048 00 NOT PRS;I7E0 VVITH APPROVED AS NOTIED OE�0�,".'r�:�r �,i- ` U'. Y N1'. c'._ =TS I-$) �, ,=. ON DATE ��= 3 I`�B.P. # �3Z 2- $PLY ye FEE: C''- 2 BY '.- NOTIFY BUILDING D-PARTviFtiT AT (n 765-1802 8 AM TO 4 PM FGG-, THE O FOLLOWING INSPECTIONS: W 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING. � w STRAPPING. ELECTRICAL'&CPULKING 3. INSULATION 4. FINAL-CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C 0 � w ALL CONSTRUCTION SHALL MEET "F ^ REQUIREMENTS OF THE COD,.:. ' YORK STATE. N07 FSPONST;LE FOR V DESIGN OR CONSTttUCTION ERROR, H w - - �2f,5 1=i zl-, c.u•�-. Z0 p� A lwpl TTI .eC PLUMBER CERTIFJC,��i i _ ON LEAD CONTENT B,r-.' ,-- O CERTIFICATE OF OCCU - SOLDER USED IN SUPPLY SYSTEM CAN' 2,110 - - - MBINr �74 - - - - - - A!'_PCU'"B l,�a �,+,',°, ESTING EEFORE CovER!PG7 T O 00 - - W FF12.6'-- E3 I I I I� It I 1 9- 1- ® a �. , FRONT ELE.,VATION = � � _ , U� �� Q m o ..V /1 - - - SCALE: 1/4" _ 1�_011 _ �:'J1JN CODES � O o � M • ' tiJ CONDIT ON C;= Fn °- O� `�° PLANNING BOARD UL SO'.'�i ^'.'^ .'-?EES d� G'.'tQ�{ AGE IF��SF�E-MCIS ARE REQS 17TD ' u Jam" 0 f1 Sl.�., G..�--. Contac' T"" .-. :.,,�—!!ng at 765-15601- 6uckfili; r'ic xideEngineersCertific:z,i;;:>;; r that the drainage has been installcd to Code. DRAWN BY: IF 7/2/2014 SCALE: 1/4" = 1'-0" SHEET NO: 1� ( O W J ©C w � V z � W V A H cr) � � A � O Q � J x p H C/) Q O - 1 e- - - • w j00 (D _-- - z Z _ - - rn z Lu p ci o cn co = cn w RIGHT ELEVATION 6 o SCALE: 1/4" = 1'-0" a DRAWN BY: IF 7/2/2014 SCALE: 1/4" = 1'-0" tea •�' 1- SHEET NO: u V / 0 W J Q w � V z � w 00, 010-00 H � Z � A _ O -0001=- it A It- - - 1 _ -- -- -- t� -I 4K DZIP-1 11 IF LJILI ao rn it - - - - - - - - -- — __ it- REAR REAR ELEVATION cwn SCALE: 1/4 = V-011 GRADE 7.5 LL CL DRAWN BY: ]F 7/2/2014 SCALE: 1/4" = V-0" o SHEET NO: .�Cit A°' � •'- ' V O W J <C w CL V Z � W V A H w Z Cl O � O x --00-p cr. -Lir-L T-4 Ir Q � � Q O F-- �C - -- W 00 -- . - - - - _ - - - •� Z � z _ t- 0) rn ui - - - cn — uw LL CL LEFT ELEVATION SCALE: 1/4" = 1'-0" DRAWN BY: IF 7/2/2014 o7 .• SCALE: 1/4" = 1'-0" cr- SHEET NO: Lu V a W J 55111 8 DROP FOOTINGS AS REQUIRED -TO BE 3_BELOW GRADE L.L.. -- ------------- ----- -------------------------------------------------------------1.4-------------------------------------------------------------1-4---------------------- -r11 Ml- �-- --� -- --� w — -- --------------r r---------------,- •, v p p v p p v p v v - -1 • d • d • p • .� d p • d • p • .� d p . d • p . d C d • p • .� C d � p d G d • p p . d d • 1 — 1 1 O 11 p P 1 1 I 4 r (4)SMARTVENTS _ Iui------------------------------------- ------------------------------- --------------------------- -------------- -- ° I • • • 1� C , I 4 ----- )SMART- ------------------- ----- - Illi d / D ' ---I- -^_-1, �/ ~ 1 Z A U ll 0 12'-1'/411 `r I V I I Iftil I tL I D 1 1 \I O -1 i I I`ri ' O 1 I I ,- D .'D D 3 O I I 1 4 I I Q Q 1 M I • 1 1 �/� ao o I'D ^ D ''�o °D MASONRY FIREPLACE LL ° a a FOUNDATIO (VIF) 0 I 1 t FOOTING:5'X8'Xl' O I I ' 0 I D r I 1 I � d p p • 1 , I . I — • o . . . e D . d , v . . , e D � e • c I , 1 D t I I nu� w D I 1 I 4 uu V 1 � 4 � IIII J ' I • I , IIII I I 1 v � ull IN q iI fill l q ,1_ -X--I -+11 •11 --X--I -111, i " X if Ilii IIII M , IIII A, liltM 11 12-L.CONC.PIER ' D•� i i(3) 1-3/4X9-1/2 ML GIRDER i i i i (3)1-3/4X9-1/2 ML GIRDER i p i (2) #4 VERT REBAR 1 '----------------J--- '-----------------'--- -'----------------- - 4 I 1 (TYPICAL) I I __�----------------�--_ r-_-------------- r_ -- _�---------------__ _ , D , -------------- -- ----- -------------- -- --------------- - I 4 I , -- ----------------�--- ---r----------------r--- - ----------------- -- , , , 2'X2'Xl'CONC. FTG.. ' I 4 I , I' I , , , , , • ' • ' 1 I a I 14'-1'/a" ' 1 8'-2'/," 8'-2'/4" 8'-21/11 14'-811 I • ' , 1 • ; ill 00 1 u _ a GARAGE o a i FLOOR TO PITCH 1/8":1' i 1 1 4"CONCRETE SLAB tlw �`2) i I o•. 1 ;�-��„�-; FF EL.7.5' 00 FIBRE MESH REINFORCEMENT 4 6 mil POLY VAPOR BARRIER 4 i 0 ; 0 COMPACTED GRANULAR FILL D -5 U./4j3 a ' ' Ll o I ' I I C IIII J \0 --------------- m ------- -- FZ ',1 0 I I I I^ i y v a • p . 4 D �. o •Q ' , O , t■.,'. m� �•� 1 V W I ' , r_ V U L.LL.i.Liii • ' I . I 1 _ fill I C ' I IIII I ° --------------- C) 4 ` I M I I I I , • , 1 I D . Ilt, M I I Q I • I -----lines----------------- v ' oo 'D ' ' SMART S RT I 1 -------- ------- --- o ---v-` ( ) I . ----------- ------------ 7 -' I -_ I ---------------------------------- -- 1 ^ Z N 4 SMARTVENTS ”" D i N U ° VENT ENT D ; --_-- --''- W v . a a -----------------=F= '' , 1 i I I ' I 1' -- ------------------------------------------------------------ I ---- ------------------ -0-L----------------- - -•' O Lf) L _! X , O (0 HOLD DOWNS HITS TIE RETAINING WALL � -- •-----• •-----• m EACH CORNER(IYP.) DROP FOOTINGS AS REQUIRED INTO FOUNDATION % DROP FOOTINGS AS REQUIRED Z TO BE 3' BELOW GRADE D. TO BE T BELOW GRADE O O D j 4s Q w a 0 Cfl z W o, z U- 0 101-311 2'-1 O'/Z11 31'-10" 7'-611 16'-0" 55'-4" 1).8"THICK POURED CONCRETE FOUNDATION w/4"CHEEK WALL FOR BRICK, 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 3000 psi.TOP OF WALL AT 11.3' (FINISHED FLOOR:125).EXTERIOR OF ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FOUNDA11ONS TO BE DAMPPROOFED WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. FOUNDATIONPLAN 2) FOOTINGSITTO HAVE 3V#4 CONTINUO.FOUNDATON TO HAE 24"X8' US RE BAR.AE LLFFOOTINNGS TO REST 5? PINTERSSECTIONROVIDE 5/8"DS AND SPLLIICED JOINTS ANCHOR BOLTS ARE O HAVE IA ANCHR BOLTS AT Y-0"O.C.AND W/I 1'-o"OF CORNERS, DRAWN BY: IF i i V ON UNDISTURBED SOIL(MINIMUM 3000#CAPACIT ]I. MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTARE TO 7/2/2014 SCALE: 1/4" = -0" BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3).FOUNDATION SLAB TO BE 2"THICK..GARAGE SLAB TO BE 4"THICK, '�' M'4:1 REINFORCED,PITCH SLAB TOWARDS OPENING. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE °'off I . }`p SCALE: 1/4" = 1'-0" BLOCKING AT 8'-O"O.C.AND MIDSPAN. W��r``��+�• E` °' }j/'A/� �'�� Lail ,;; SHEET NO: ���, � �52��(�C, 55'-4" cn 61 O 7'-6" 14'-0" 11'-0" 191-111 3'-9" 81.011 v 7'-z" J 10" W CL V z ® � w LEDGER BOARD TO BE FASTENDED V ---- TO BUILDING WITHTIMBERLOK® H (n ------- ----------- SELF-COUNTERSINKING SCREWS 72 CW24 FWG80611R - BY OLYMPIC MANUFACTURING C14 P4040 C14 AP352V AP352V (2 SCREWS @ 32"O.C.) a ------------------------------ ' (3) 2X10 HDR (fYP.J (3)1-3/4X9-1/2 ML HDR. /�1 Lfl (3)1-3/4X9-1/2 ML HDR. V � II II II II 1 _T/• 61711 ILII IMI 1 VJ V O J ♦ _ II I• I: 1 BATH l.L X + Ili It I1 X11 I pMI t O ILII ,I pll 1 ,I 1 ' 11-7/8 T 1360 WOOD-1 F @ N 16"OC O 2'4' MUD ROOM , Z I _ 2X12 ACC)DI @16"OC — ' it 1 —N Q II Q BEDROOM O - �" ' M r , J 11 �-- LIVING ROOM VX M ;'! Qif IIN FIRE RATED N �! ;; 11LF-CLOSING HINGE 'EL JAMB , X i X 1 a I� 14-1 �: 1 11 II it I 241 ^11 15'-111 ItN I• 'T II N It 1 II^II II`N-'!! ItNll 1 U II II 11 x--11 1 1 !! I! f! I1 1 I' 11 !I II 1 - I' II 11 II 1 I; II II ,I 1 I' II II II 1 M n 6X6 ACQ POST ---- 1 � rl II (TYPICAL) 1 I if 1 91_$" 41-111 1 i - 0, (2)1-3/4X9-1/2 M HEADEr „ 1 2'-6" ' ao WALK-IN — 4'-O" I I I -�' ` =N ------- 11 It 11-7/8TJ1360 WOOD-I FI @16"OCiip CLOSET ------- 616 II�11 1 r I, fV ILII II " 1 (71% it�li 1 J!1 1 1 Q �II 11-7/8 TI1360 WOOD I FI @16"OC I Q '• f ____ 0 1 DN UP ------ -------- - iipn un-n 1 ' GARAGE W 1 ' i n N n n�n i 3'-0" 011 i3 ]'-6° 5/8 TYPE-X FIRE RATED SHEETROCK 2 :12 A Q D @16"OC i Q ii Zn i W ENTRY ; ON WALLS AND CEILING I n II ii u i z \ 11-7/8 211360 WOOD-1 FI @161'OC BEDROOM \ I 1 I °f J', O N I 1 nen n� .j z (D Z LL') 0o BATH SE 835 TRAN MI ii ^;; i w 0) 1 X ' S'8" , ; noX\O II �;SII 1 I!V1 II 11 lrf1 II I J I O O f V 1 \1 I , ; i1N 11 11^II 1 •� Z En L �� O f I , 1 II I1 11 II 1 O F li 1 ' M 1 (3)1-3/4X11-7/8 ML HEADER I ii 11 Fn 1Z0 c.0 Ilk /71777777 r' if CXW13CW24 ----------------------ID ------------------ I w LL ---------- ---- ----- d'b 0 ---------- -----•----- 7'-4" 14'-8'/�" 9'-9'/2" 3'-911 31.-g1' 8'-O" 81 8'-O" 1_011 OF 71.611 16'-0" 161-011 55'-4" 1).PLATE HEIGHTAT8'-O"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE DRAWN BY: JF APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT16"O.C_ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7/2/2014 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR GARAGE WALLS WITH R19 1ST. FLOOR PLAN 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8). INSULATE CEILINGS WITH R30 INSULATION. '� ��" N '} SCALE: 1/4" = 11_011 SCALE: 1/4" �" V-011 BLOCKING AT 8'-0"O.C.AND MIDSPAN. �� (�`SC! 9) BE.ALL WALLS AND 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS TO HAVE MOITUREEODD WITH 1/Z"SHEET ROCK.BATH RES STANT SHEETROKS S 1 l� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SHEET NO: ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).INSTALL SMOKE AND CO DETECTORS PER CODE. 1 ' ' �� u MICROLAM HEADERS. ` V / 0 55'-4" 12'-O". VIII j 'p 71-611 14'-0" 11'-O" 19'-1 if 61-011 51-211 10" V Z � W V A H � Z A -------------------------- CW24 C14 P4040 C14 FWG80611R AP52V AP352V A O '^ 1 1 I I O u n n u l 0 II II II 11 I II II It II I o II 11 11 II 1 F-4 If 11 II II 1 O �• _ 11w II ItwII 1 l.1 11 0 11 11 0 11 1 ' 11011 1{(D11 I 1-O II - 11171t 111711 1 T 81-011 It<If II II 1 _1 Il�lf II�II 1 � O II J 11 II J II 1 I l q 11 11 Q 11 1 ® 11 t�Y It II ct�Y II 1 11 pQ„11 II d 11 1 11 11 II 11 1 F3'-O" [Lull[Lull nZu 1 ii ii @16"OC n Q u 1 cc J -0, 1 iiOii i O �---, �'.., 1 n�,n nen 1 I n^u n^nl ' 11 11 n C n l nen n�.n 1 I IINII IINII 1 t Il N 11 II N II 1 I 11 11 II 11 1 I II II 11 11 t U , II II 11 tl 1 , II II 11 II 1 1 II II 11 11 1 , - 11 II 11 11 1 1 - 11 11 11 II 1 6X6 ACQ POST r") II 11 (TYPICAL) it li i M -------------------------- N I f 1 II II II 1 11 fl II 11 1 1 11 11 11 11 1 1 I II 11 II 11 1 I 1 II II 11 11 1 2'-6" 2 n-u u n l I ry I I W 11 I l W 11 l IINII Ilall 1 1 � (D 11 11111 t I I C 11 I I 11 T 11<II II11 1 111-Q7 11 I I 11 1 1 1 - -------------------------- II eJ 11 1 _ Q 1{ II 11 Oz 11 1 N _ 11 11 I I 11 1 CK 0 -1 w 11 11 11 11 1 l_V\ •-----------------------------; 11011 II ujfl1 r � _ UP 1uwII n / 0 1 1 IINII IIN1 �J 1 11 Z 11 II Z II 1 L 1 , 11 11 11 11 1 11011 11 1 - iicoIf iicoii I W ❑ N 1 , 11tH Il ti 11 1 J x J , S E 835 TRA M 1 ' " " "•'" ' /� ' x oot0 1 I , O� nXn n`–n 1 I 1 1 nen ncou I z m = I` 0 1 5'_8• 1 I u v,n n In n l M 1 1 II N if If N II 1 O o O N 1 1 1 I I II I I II 1 = M 1 I 11-11 II SII I �• o I I 1 II II II II 1 LL. -- --------� 1 1 11 11 II II 1 - � 1 II 11 II II 1 v, 1 11 11 II II 1 w 11 11 II II 1 I I I I I CXW13 CW24 O 10'-O" E� 0 7'-4" 14'-8'/z" 9'-9'/2" -- _- ' -- ----:-Y.--- 81-011 81-011 a. 31'-10" -- -- _ --------- 16'-011 55'-4" 1ST. ALTERNATIVE FLOOR PLAN SCALE: 1/4" = V-011 DRAWN BY: JF 7/2/2014 ` Q NSA SCALE: 1/4" = 1'-0" CD SHEET NO: 061 V / O W J 55-4„ , w 16'-O” V 7'-6" 1 11 19-8 191-111, 81-311 W CW25 A CX16 CW26-2 CX16 AP32V -- (3) 1-3/4X9-1/2 ML HDR. � � ;--'--; -4 0"- Z g A ' 18"SILL AFF(NO TEMPERED GLASS REQ) !V 1n 1 vV' 1 w Lu O c2l U1 V '< . � KITCHEN N O o 0 xO V ; I X LL LL BEDROOM 0 N tx x 0 � Ln , I M N r r O 1 Z N DINING ROOM 1 I v 11' HIGH TRAY CEILING O O 1 , ILI 141-111 D I p , 241-411 _U 1 O'-6'/211 1 ' C BATH _ U N � 1 1 <101 N tT 1 (3111-3/4X11-7/8 ML FLUSH BEAM 1 , IMI 1 2X10 DF#2 CI@16"OC ; of I I -1 „ M 3 1-3 7/8 ML 'LUS i BE M q m (NON-STORAGE) Ln rn ------- ------ r,,.f r-6• ao N DECK s WALK-IN "7 15'-111 ' ' ' DN CLOSET -- -- - � �p I i a -------------------------- r- 11 ------------------------ 11 BEDROOM u m OPEN i V i TO BATH ; l BELOW ; i O P.c� W 1 1 'tiJ �y Naoco W V O ; SE585 i 'J Z Z 1 W X0N ' . — 1 Q m7ti 1 IF— i ( z)2xs D=#2 Z = CW14 CW25 CW25 r� '^ vU'n) v / 1 n W 7111 14-8/2 9'-9'/211 3'-911 3'-911 8'-O" 81-011 lo U- 31'-10" 7'-611 16'-0" vO w Q_ 55'-411 1).PLATE HEIGHT AT 9'-6". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR WITH R19 2ND. FLOOR PLAN 4) OTHERWISE 3- NOTEDHEADERS OVER NGS ALLOVEOPENINGSTO UNLESS 2JASTUDS INSULATE CEILINGS WITH R30 INSULATION. SCALE: 1/4" — V-011 M EACH S DHE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).AL HAVE WALLS AND CEILING TO BE PRSHEEOVIDED WITH /2"SHEET ROCK BATHS DRAWN BY: JF OLAK. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 9).INSTALL SMOKE AND CO DETECTORS PER CODE. 7/2/2014 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. PJt ``� SCALE: 1/4" = 1'-0" a5 SHEET NO: k _.... rte. VI 0 W J <C w � V z � w V A IY---i--a»--saama�a��msg�aa�a��gsee��a Ya- =a=mss--=--------ass--�=--------==== ----=_,a-----=---- ---massa----------- _=---------------------------_--------r=------ Z A — ---=—_—�—_— -----,_———————————————————————————— ------_+ A--————————————+ `a=——————-—-——————-- xl h 0 II 1 ! 4 ! 1 ! 1 + pl IY 1 ! q I h 1 1 + NI y 1 + 2X10 DF#2 RR @16"OC + 10 O i" i d 4 I V y d N' FM�•I 0 Itl 1 d q 12 IY I d h 1 ti II it 'w 10 12 12 + 1 h 1 V N d 0 �700 ----_--_ D 10 f II � 0 O O r Y q it I ! I 1 ! ====——-——s �= -----._—._— — .�— —__—.----0 __,0 p� I r ! MI d� I r tl a 12 + I 1 1 d p 1 I 8� d POST DOWN + r n u N pl II 1 ! 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE I t + ! POST DOWNp ! p p p 2X10 DF#2 RR@16"OCi [ OWN + ------------ -------- pi aaaaaa--a-----a------------------------y, pl 4 � r i i ti----------------------______ -----a s-m= _-__ � �T-====_=====3 � 2X10 DF#2 RR@16"OC 'o i:= I 1 1 1 4 p ! ( ( I p I II 1 1 1 h 4 v 1 h C1 Ir 1 Y Y q 4 1 1 ! ! 1 1 ----- -==-=________� N II t 1 q LL ��. I Y tl + : 4L 1 C� V w ! r ! ! �j LL O I" 1 •')� 1212 l y ry Q) J 1 1 p d 7> ry 1 Faaa--1 ( �A pl } I I v p ! I y a + ti pl \�\ W ' 1 , ------i n n r p10 p �__—=a���vwm =_�z_�a� {� + q MI •J z (D Z � — ------ ------ + V ! q YI 0 N 00 CD II I I I h ! 2X10 DF#2 RR @16"OC II I I I h ! Y I 1 x' II ------------------------------------------ -————_—_a—_a s—:_—_——_a_—_a a_1 J a—a a a a a a a a Ji ------------------------------------ ------ 4————a i I 4—__a a i 4————_———__a a a——_—__a_a___a a a a a__a:a a YI V) W LL 0 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 12- 2Y 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/(2'DIA GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRYAND CLEAN PRIOR TO INSTALLING UNDERLAYMENT ROOF PLAN- 3)•APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS i i 1� 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. SCALE. 1/4n = _O�� DIRECTLY TO THE DECK ALONG EAVES. 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRJER UNDERLAYMENT LEAST 3/8"DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. DRAWN BY: JF 7/2/2014 pv-l" t la SCALE: 1/4 V-0" SHEET NO: r tl •'d `�1 0 4' ("'I 1-3/4X11-7/8 �, ® / • r ® r ML RIDGE 1 • I � I � I � , 1 I � i� ( I � . 12 s1oSTAmALV OR GALVANI7ID WOOD SOtEWSW, I 1 � WASHERS a Iz°o.c. G --- W jjI1I JIVI L2DC --_ 2x L 8' J W ` 1lr APA RATED SHEATHING ti1 j 1 j ( N��7116'�.IL) ' • 2X10 RR @16"OC w 1/r APA RATED SNFATfBNG GRADE FLYWOOD (AETERNAATrmE;7/16'OSB) v A s1OSTAINU211"ML '( I ( ( I ` 2X10 DF#2 Q @16"OC DR GALVANIZED l T WOOD SCREWS W/ WASHERS O 12.O.C. – – �J WINDOW SRI. W , � ,I�7N, � 1I iI ��1 ' �� A 0 %rroc r O x r \Jo J x p f T", THIGH RAILING > ( I '( I ( I (2)1-3/4X94/2 7 I I I I I I I j 3/4"SUBFLOOR -- -- _ I 11-7/81)1360 WOOD-1 FJ @16"OC 1 3/4'APA PLYWOOD S THING cc 27L4 DFI2STLIDS y 2X8ACQ Ci6'OC co LESS MEL (2)2X8 ACQ I ( I ( OR GALVANISED woDD sCILEws wl GIRDER E WASHERS Q Ir O.0 MMIDU PLYWOOD ASSEMBLIES - - ;ETHER BRICK 3 4"SUBFLOOR — - _— EL.125' OR A` �ir°0TVOC WASH ANNDNrs � 11-7/81)1360 WOOD-1 FJ @16"OC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4 AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 4"CHEEK WALL -4.%,: ►►1 (3)1-3/4X9-1/2 12"THICH PC WALL = ' . ,I WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7J16" %p, LALLY TERMITE SHIELD A,a ML GIRDER 2X6 ACQ SILL PLATEo (AT CHEEK WALL) AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO _ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TOSECTION 1609.1.4,1609,6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL r'b 2"CONC.SLAB COLUMN SILL SEAL ••'� DAMPPROOF 1 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Q ,. M ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. : s S 1•o•• .�9.••e•• �f'os• HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 30"X30"X10" 2478"CONC.FTG. —- -— EL.7.5' CONC.FTG. (3)#4 REBARco W SECTION A z SCALE: 1/4" = 1'-0" z z GRAD \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ cl/ Lo J X N D #5 BARS @ 12"O.C. .� Z m I CSD \//\\/\\/\\/\\/\\/\\/\ O a. 0 M /,3"CLEAR (TYP.) BACKFILL WITH uj POURUS FILL \'\\�\\�\\�\\�\\ 6 ° 3' O TO VENT ROOF VENT d V \ #5 BARS /\ 1114 1114 1 12 0114 V SINK 2" I.D.PVC W.0 D W W G 3 ER OR ATH OR TM 3'-6" WEEP HOLES 0 SPLICE @ B'O.C. „14 2 2 2 GRADE c.o. 3 c.o 1114 3 c.o. \\ \\�\\ L3 g @ 6B O.C. #5 BARS 11rz 1 t" ,va 11n 114 14 1 1/4 @ 12"O.C. �3'-O' CONCRETE:3500 PSI DRAWN BY: )F uv W. SINK W c u. SINK w.rA r 2'-6" \\ /\1'-O"/\\ \\//\\ STEEL 60 KSI So"R ATM WR OR ATH FAI. 1114 2 3 1 312 2 [� ,� ra,m(tYPJ n n � c.o c.o ,va 1 t2 +1 C.O. /s�„ts 7 2 6014 0. SCALE: 1/4" = 1'-0" co TO APROVED }• SLOPE"1I4'PER FOOT PITCH TO DRAIN HnP SEPTIC SYSTEM 0j `�•lid *C))) PLUMBING SCHEMATIC �Tw ,rf c` SHEET NO: 1 \4 I' mG WALL RETAI 'k m I '*\IN.T.S. y �P� 05 a`Q SCALE: 1/2" = V-0" 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE 12 '^ 8� NxO/ 1\", 2X10 DF#2 POST POST 2X10 DF#2 NRR @16"OC RR @1 "OC V 2X10 DF#2 Q @16"OC 2X10 DF#2 Q @16"OC 2X10 DF#2 CJ @16-OC �✓ ~ l�--1 H � Z �1 A O C1) O x < g THIGH RAILING J M O 1 LJ LJ1 < E--49 —_ -— 3/4"SUBFLOOR 3/4'SUBFLOOR 3/4"SUBFLOOR < O —- -— 11-7/8 TJ1360 WOOD-1 FJ @16"OC 11-7/8 TJ1360 WOOD-1 FJ @16"OC 2X12 ACQ DJ @16"OC V 11-7/8 TJ1360 WOOD-1 FJ 016"OC Ila (2)2-5/8X11-7/8 WOLMANIZED �y ® ® PARALLAM GIRDER 0 t apL--J LJ 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS 6X6 ACQ POST AND CEILING EL.12.5' —_ _— BRICK 3/4"SUBFLOOR U 3/4"SUBFLOOR 11-7/8111360 WOOD-1 FJ @16"OC T T7= I Li I i' 11-7/8 301360 WOOD-1 FJ @16-OC a, 4"CHEEK •"? .�1 STEEL „�a V (3)1-3/4X9-1/2 : 12#4 CONC.R PIER _ WALL ML GIRDER LALLY 2X6 ACQ PLATE 4"CONIC.SLAB,REINFORCED EL.9.5' '.�' ;;a (2)#4 VERT.REBAR '.%'s '.a COLUMN TERMITE SHIELD c .► 1 EL.7.5' 2"CONC.SlA6 SILL SEAL •+ . 8"CONC.WALL• e••'.•> a,.••,.d m v i. •vas I'va' DAMPPROOF EXT. ` " • •. n2l24"X24"X12" 'oar 24"X8"CONC.FTG. 30"X30"X10" CONC.FTG. (3)#4 REBAR a 's CONC.FTG. SECTION B-B. SCALE: 1/4" = 1'-0" co w vmk . W Generated by REScheck-Web Software z `2�l Compliance Certificate r'0Z U. � z Z � Un W XON J L6 Project Q 0 0 to roevvy Cede: 2010 New York Energy Conservation Z co .•-� Lacaoon: Suffolk Counq,New York O 0D M Ca svvctmn Type: Single-family "—Typ- New Construction0- 0 �/� Condrtiored Floor area: 0 ftI � ClimOlaze g Area 4 (S C1ime0e Zone: 4 (5750 HDD) Pevmrt Number. LL Construction Sate: Owr.edAgent: Designer/Contractor. ( � O eormph-e:11-614 a"ter Than cD& Y.aslmurn l:s: 53a Tour uR.459 •F.M eMe,rerwswfFaw Cad+wdtr whet Fw d.r s+ e.W I.wr.i IrN rn ee..t"iaRnG.. R aae5 aor nr"efM-ueim"er da,rrar uas�evt wYG W d•m,rma+"xa tr,na. Envelope ASsemblies Floor.AI!-Woad jai space 1,705_ 30A 0.0 0.033 95 Wan:Wood Frame,16i,o.c 1,399 19.0 0.0 0.060 67 Wk4—.Woad Fnme,2 Pane w)Law-E 124 0.300 37 Window:Wood Frame,.2 Pane wl Law-E 65 0.300 20 DRAWN BY: JF Door.ole= ss 0.320 is Doer:Solid 21 0190 6 We":Wood Frame,Min.o,c 1,910 19.0 0.0 0.050 95 „�S `._.i.-'"!..;;�,�, 7/2/2014 Wmdow:Wood Frame,2 Fax wl Low-E 221 0.310 69 Kit: Door-Olen 105 0.320 34 �'�� -• �+6 �' SCALE: 1/4" — 1'-0n Celtng:Flet er Scissor Tnns 1,705 30.0 0.0 0.035 60 J�.rC � ! Com snce Statement The proposed budding design desaib a oonsivteretwith the building plans,rpecificetions,and other f J G ,i�' ca{CsdNions submitted witfi eth pe it application.The proposed 'ding has been designed to meet the 2010 New York Sneryy Censervatio0.{onatryctron de irerr+ervts in REScheck Version 0 and to mply wit%the mandatory regtA .en hated in +-y ++ the REScheck roh a ujneture ,: e , ` SHEET N O G i r• Project Tide- Report date: 06/15/14 Data filename: Page 1 of 7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS (n USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 0 O W KING STUDS \ J \ W RAFTER ` V ENDWALL CRIPPLE STUD WALL STUD e BOTTOM PLATE Q. RIDGE BATHTUB HEADER LEDGER W DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION zW� 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W /1 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATIONLOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR H O HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12'20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGSI RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUDI 18ga.SLOPE HANGER APPLY TO EACH RAFTER I LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE w BLOCKING @24"OC ( , O WALL STUD THROUGH ROOF EXHAUST VENTS SELECTED AND J O LOCATED BY CONTRACTOR x METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED ` n/ RAFTER RAFTERS > F•.f.� SILL PLATE(S) WALL SHEATHING MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST O FOUNDATION TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING V STAPPING TO BE ATTACHED TO WALL STUDS @4S OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0'O.C. �' THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4"-8" LSTA24 1-114"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CoNTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS ,�� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF',4 INCH IN DIMENSION. SOFFITED SAVE 8"-14" LSTA30 1-114"40"18 a.STRAP AND JACK STUDS . AND SO AS TO MAINTAIN AIR 9 CONNECT TO ON ALL OPENINGS / `��„ AGAP TO CTION PREVENT CAPILLARY 4"-6"RAFTER RT10 10.3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS , 8"•12"RAFTER RT20 21-118"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ION ALL OPENINGS ,�',� KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING ' ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4INCHES THROUGH VENT WOOD JOIST SIDE WALL FLASHING TOP PLATE GIRDER/HEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC w WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES 60RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8' LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"_16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.✓;REDUCE BUMP OUTS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF P.c� W w DBL.SILL PLATE z TERMITE SHIELD r SUBFLOOR h SILL GASKET / T— WOOD JOISTS V7 CONC.SLAB NEOPRENE _ I 2x6/2x8 CONTINUOUS WOOD PLATE .J Z � Z TYP.CONC.FOUNDATION / GASKET "`� W C� 0) 6 MIL.POLY V, ' BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR ° � GRANULAR FILL . I _ N EMIL POLY ON EXTERIOR )•p i I/2"DIA. BOLTS 48"o.c. STAG, .J x J STEEL COLUMN Q O O to 'q V A ° 4 ROOF JACK m = _ e ° �\ n 11STEEL BEAM o v CONC.SLAB q . � // (t, . z 0 0 \,p - `� 4°x 1/4"x 8"STEEL r q COMPACT FILL — Y" ', ROOFING LAPS N� TOP AND BOTTOM PLATE0 to V ' • q • p ' n FLASHING AT WITH 1/2"x 6"ANCHOR BOLT a (n KEYWAY FOOTING o Q•p L CONC.FTG. p Q p L n" USE WITH 3x3 SQUARE WASHERS SIDES AND TOP . o ANCHOR BOLT CONNECTION I I/2"GROUT ♦'^^ (USP LBPS58 DR BP583) ` v/ REINFORCING BAR � FOUNDATION 5/8"DIA.ANCHOR BOLT " E- COLUMN W DRAIN LE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUMSPACING FLASHING UPS 10 KIPS L L." SILL PLATE TO FOUNDATIONROOFING AT BOTTOM O CRAWL SPACE OR FOUNDATION 1 STORY 72"'OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL LONG.FOUNDATION.APPLY PILASTERS MIN_3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"'OC STEEL / BOTTOM BEARING Q. WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS t VENTS DETAIL I r SUBFLOOR CONC.SLAB ( DOOR FRAME - 6X6 10/10 WWM DOOAG�� Q—JOIST COMPACT FILL I USE 2X8 - . FOR BLOCKOUT STEEL BEAM 4" SLAB •v` I - SLOPE W/6X6 WMM 4"DRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT P.T.PLATE (WITH A NAILING PLATE IF NEEDED) ' 1/2"AIR AGE �. < � � • ° '1 I/2� Q' AT END AND 14 GRADE q "--u-:--u--"--� C,-Cp DES OF WOOD °'n (PROVIDE ) TO BE APROX.1/2"OR HIGHER THAN O a s O •. ;•; • STEEL BEAM TO ALLOW FOR SHRINKAGE DRAWN BY: IF 'q '"O'e, L•" 6X6 W.W.M. a G— 4_11' —a 4— �� O BEAMS _ a° G Oafs • Q•,Q — PR ED a ° MIN. A'c e O n q C q q p q/!•i ° e �.� NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM O a,_� a a r--"--SUBFLOOR •/ q REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM O ° • °e P a REINFORCING BAR 'e,° �•� n DRAIN TILE I, ►) q ) °Ca a 1q.e (—I I ©l---JOIST 7/2/2014 12" e >° SHEET METAL/30 FELT UNDER BEAM AlT POINT L • OF CONTACT WITH CONCRETE OR CONIC.BLOCK STEEL BEAM if _ 11 ;> 3• SCALE: 1/4 1 -0 a ° SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM')< , TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2) 4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° REINFORCE FOOTING WITH(2)x4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD)BEAM GARAGE DOOR BLOCKOUT ®� BEAM POCKET �`r �; ��` '` A,�' SHEET N O: LQ c� ' °V05215 rr�C� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS (n 0 USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4"MAX. J 4"MAX. 4"DIA.MAXIMUM n� r 1 4"DIA.MAXIMUM ` Z POST GIRDER/HEADER W o H V A POST/COLUMN z 12"x12"x12" CONCRETE FOOTING A O DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (n DECK/PORGH RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PU44 AOR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING O STAIR RAILING USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING n/ 11��'11 1-1/2"SPACE J O MINIMUM < '^ v, HANDRAILS > (4 GIRDERO POST rr RR Z GIRDER/HEADER V BALUSTERS RIM/DECK JOIST-- o CONCRETE PIE o POST/COLUMN OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)i/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 1/2"DU.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.Crib"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° BRACE TUBE o° A- -k- FILL AS PER MANUFACTURES'INSTRUCTIONS RIM BOARD FLOOR FRAMING 2x JOISTS II=111 _ — o_ -M11=�IIE STRINGER 111=111'III=III=I =111=111-III-11 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS o s�y/r LOCATION I USP NUMBER I DESCRIPTION I APPLICATION RIM JOIST/so. L L 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED / POOR SOIL W STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66!KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR W HOLLOW COLUMN I SIMPSON STRR1/2 I H.C. ANCHOR JAPPLY TO EACH COLUMNGRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND Z LAY PLASTIC BASE ON COMPACTED GRAVEL i LEVEL BASE v } FIT CONSTRUCTION TUBE AND PLUMB •. BRACE TUBE J Z Z LSC) Al . .M FILL AS PER MANUFACTURES'INSTRUCTIONS W (0 (A X iCN L!7 i =1=I = _ =IEII=IIF O O (D =111-III=III=111-111_111=IIt-I►1-III=11 z m 1- WOOD JOIST ISL O Cj M WOOD JOIST JOIST �- 0 BLOCKING • CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM V J GIRDER/HEADER IN ACCORDANCE WITH SECTION 403 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN W COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST GIRDER/HEADER WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT O PRESCRIBED IN THE CODE. THE DMSION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICSO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ILOCATION JUSP NUMBERI DESCRIPTION I APPLICATION USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER1 RTIO ITYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. NAIL NAIL All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION CIT SPACING NOTES 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4-8d COMMON PER TOE Girders on concrete plers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"diax7"long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING Y-8d COMMON EACH TOE DRAWN BY: 7F GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL UsePosts supporting girders shall be anchored it a 12"hers an"thick concrete footing. FLOOD BLOCKING EACH TOE Use a minimum 1/2"diax7"tong anchor bolt with washers and nuts.Footings Shall SNOW SPEED DESIGN FATHERING LINE TERMfTE DECAY DESIGN UNDERLAYMENT HAZARDS TO JOIST 2-8d COMMON END NAIL be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TOBLOCKING TO: 3-16d COMMON EACH TOE 7/2/2014 TO HEAVY MODERATE 4).Deck joists to have blocking at 8'0 o.c.. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL -.---- 5).A minimum of 10 inch flashing shall be installed between the building and ledger. LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL `�• „>, n r n �i tt SCALE: 1/4 = 1 -0 Ledger to be fastened to building with 1R"dia,bolts with washers and nuts JOIST ON LEDGER PER TOE Q L t..i R at 16"o.c. 3-8d COMMON / t TO BEAM JOIST NAIL BAND JOIST PER END 6).Concrete piers shall be a minimum 6"above grade. 3-16d COMMON TO JOIST JOIST NAIL 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO; 2-16d COMMON PER TOE NAIL 00 f �" SHEET N O. to girder(s). SILL OR TOP PLATE FOOT E`a 9- 05 I M NERAL N WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Q GE1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION W . .. - x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES BUILDING, USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT CEILING JOIST 8'WALL: 4-8 TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL � F+i 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION V intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CECE TOP PLATE 10'WALL: -8d COMMON EACH COMMON JOIST TOE-NAIL 0. Z for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND H State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SIS NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ^ sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR P ANS CROSS SECTION AND GENERAL NOTES � FSI OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 CAIH meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL Z � 11 A These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 -` O accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 W' 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 (n 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL F RAM I N G: STAIRS 40 O responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL < ^/ construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 W precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING t O TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY �i M specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON Fi•t anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE Z GENERAL NOTE PAGE a/ INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEO or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE S m„ attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION y 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2-16d COMMON BAND JOIST, length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROSTWINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HFAZARDS LOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 20 LBS. 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on rade to be 3500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9 P- TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: Po g g' BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-112 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @4'O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 6).Crawl spaces to be provided with r minimum 150 sq.ft.o.of area.x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE r c N O'1 EJ` 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, AIL 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE Nthe 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. SHE THING:G: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING framing Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter!truss framing members with G>0.49.For W g g AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. `tiJ below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING EATH I N G REQU I R EM E NTS FOR WIND LOADS: W 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC ^ ' z Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES ��II11 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building z and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION CITY SPACING SEE NOTES:1,3(BOTH FIELDS) 'J Z LLQ 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. � where needed. GYPSUM 7" OCEDGE NOTE:2 FOR PANEL FIELD W 0) 4).Unless otherwise noted . . all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"5d COOLERS O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 D CV Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. _J X J � openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL S H EATH I N G: Q openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7),All Joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES z m O ti openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O M and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall (f� Q" W PANELS VWFCM-SBC be used. 0 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"'O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with W 6).Double up floorjoists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) p 9 9 9 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. W WALLBOARD 5d COOLERS 10"'O.0.FIELD 0 on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE' 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qn, ;SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS W COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories and between a to story and the roofs ace. P 1).Nailing requirements are based on wall sheathing � P rY P 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall)sheathing nreblocking shall be provided In wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for sltructural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: JF to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 7/2/2014approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over iconnected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shaill be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. soffits, rr = l'-O" ra SCALE: 1�4 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 �� N be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ;` 11SC/yr� under stairs shall comply with N.Y.S.Residential Code. 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FLOOR PLAN : w U) SCALE: 1/4" = V-0" U- O oV NE �- 1A0. DRAWN BY: JF _ _ )f NEyr ��scHF 4/3/2016 SCALE: SEE PLAN SHEET NO: PERMIT Flo, 39302 D