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HomeMy WebLinkAbout29528-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of• the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30109 Date: 03/25/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1195 WILMARTH AVE GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 41 Block 1 Lot 11.1 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 25, 2003 pursuant to which Building Permit No_ 29528-Z dated JUNE 27, 2003 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 COVERED FRONT PORCH AND ATTACHED ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to BAYBERRY BUILDERS LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0006 03/24/04 ELECTRICAL CERTIFICATE NO. 80800C 01/08/04 PLUMBERS CERTIFICATION DATED 2/12/04 T & F ENTERPRISES INC Authorized S' nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29528 Z Date JUNE 27, 2003 Permission is hereby granted to: THOMAS A KLOS PO BOX 771 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR at premises located at 1195 WILMARTH AVE GREENPORT County Tax Map No. 473889 Section 041 Block 0001 Lot No. 011 . 001 pursuant to application dated JUNE 25, 2003 and approved by the Building Inspector to expire on DECEMBER 27, 2004 . Fee $ 769 . 80 l Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 nl TOWN OF SOUTHOLD BUILDING DEPARTMENT TO"HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY .AR 2 5 20 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,Clfd 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$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessary building$25,00,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 02/1112004 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 1195 Wilmarth Ave. Greenport New York 11944 House No. Street Hamlet Owner or Owners of Property; Bayberry Builders L.L.C. Suffolk County Tax Map No 1000,Section 41 Block 01 Lot 11. Subdivision Washington Heights Filed Map. 651 Lot: 25,26,27,28 Permit No- 29528Z Date of Permit 06/2712003 Applicant: Bayberry Builders L.L.C. Health Dept. Approval; ✓ 3 2 �6q Underwriters Approval: t Planning Board Approval: Request for: Temporary Certificate Final Certificate: (C*k one) Fee Submitted: $ ac- 6--`Applkany Signature —a..di:•L FY:1a EY:i� a�:Ka :C'� . •:a var s .z r� rf C;)a:r.::•: :'� : :!�.�.. �� C"•r.�? -F. � 4:.'.•r a....=s, Pr..�.++:�_ ..r,..s... .;s._. ...Pi, ...E, --•`...,.._s.C... Ka.,- �-P, ,..rr'4'•% .. 'r ,r .. ..•. 'S�•,t F y- i ctrr'�+,�p�:Sc '4 t b 'sue-.P,{'•r,�ri. r ,. !�i•.••J'ni'4•.•tN'•i..•�•C<iL.•J i0i♦.•�•1'�i�..�i.�•• � h�'Q•'�i�9'••..i<ibp•'J C 1'fi::•� .�d�••'P yi'•••1 Y•J,.•� 'i••N p fi'••4'••a y•;ti••. •��.•pi `i•••v 4r•J,.•• i, V••�J,'�::i�•'• ye 3h 1/ r F�1 i•.•.•N��1♦ �1�♦/.p.i���•.•..IOi•.1. .IiiH. ./N�r/♦.,..IM./♦ ai•D/ /.1./♦/b.:b1�111�1 r ♦•r�;;.7 r 1�f � 1 �i 1 141 1 IMI I�Pi d�i� Oh IIOi IIOi IIA f1E11 1�11 11� 11� i Iti.•� 1I Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application ; 1/8/04 375 Dunton Avenue 80800C --'' _ East Patchogue, New York 11772 -� (631)286-6642 11 Issued To: Bayberry Builders Street: 1195 Willmarth Village: Greenport Zip: 11944 Town: Southold Yr'' Section: Block: Lot: _3W; Contractor: New Age Electric (L) Lic. # 4816-E :,'• Was examined and found to be in compliance with the National Electrical Code. y " , ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑ Indoor ❑X Basement ❑ Hot Tub 5= X❑ Residential ❑ Det. Garage X❑ Attic X❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey = .y, Switches Receptacles Fixtures GFI Heaters A/C Fans ;+ 32 50 29 11 ' Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves . 1-20A 1 20 1 20 y I�y<<2 Urii ti= Furnace Oil Gas Circulators Smoke Detector Bell Transformer r w 1-15A 6 1 4q Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: , } Other Equipment 1-200A Panel -30A A/C Cond 1-Central Vac System Hugo S. Surdi '` -15A Air Handler President ti Rough Inspection: 10/21/2003 Inspector: Sean P. Hightower L •' Final Inspection: 01/06/2004 yea t• �3 ,. Inspector: Sean P. Hightower � f✓v :oV yy= This certificate must not be altered in any manner. Inspectors may be identified by their credentials. w4 4;•r��. 6 1 tiib/ �BNi Ii d1 i Ie1 ,1/ 01 11 /11 1/1 1, /�1, ti ,y� 4, i..'9 .:;:✓♦ % <i .�i ✓ C. ♦ ♦ 4 •.❖. •✓ r :5 �e•.• •0:.4 ;.•:y41/�♦•1�,ti 1�Ie1�,,,♦1 N• ♦1/.�.!�,r�1•I�H �p�11�J1�f: 1i r•�� I � Y �r �a•,..`�' ..' i v � I ✓ rrr '�� � 'i.` •f,_k•.,.•.4. ✓•.4.,ak'..:o.•,�+..y4,•,�.4 4, b.•..,..,.p 3� !'x°_ �: � �4�-�4 '4s'.'_'� �-�:9��..���'.:.��` '��''�'��' ��sky �".<• t3::%�-• .•• � �st''<.a �.6 5 r�t'•�ar':��}ka�-'E+.•: o��s�FFO��►cO 0 h Town Hall,53095 Main Road v, Fax(631)765-9502 P.O. Box 1179 Gy • �'F Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (PleAse print) Plumber: d—� h �1or SAC (Please print) f/ I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ( umbers Signature) Sworn to before me this f day of 0 , 20 0+ LAUREN K.SMITH Notary Public-State of New York —Py)V"4'1� No.01 SM6011907 Gualifled in Suffolk County My Commission Expires Aug.17,90OJ Notary Public, � 1 ��- County SU�FOJ 53095 Route 25 g, Jice-President O� CMG P.O.Box 1179 Artie Foster = �f� Southold,New York 11971-0959 Ken Poliwoda peggy A.Dickerson Telephone(631)765-1892 _.�-- - - - - —- -p - - - --- -- Fax(631)7.65436.Cz-.---------- BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD. January 9, 2003 Mr. Matt D. Ivans Suffolk Environmental Consulting, Inc. Main Street. ' P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: THOMAS & ROSEMARY KLOS 1195 WILMARTH AVE., GREENPORT SCTM#41-1-1 G&11 Dear Mr. Ivans: The Southold Town Board of Trustees reviewed the survey dated November 26, 2002 and last revised January 3, 2003 and*determined the proposed single-family dwelling, sanitary system, and driveway to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the.tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility.to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. New York State Department of Environmental Conservation DivisicO of Environmental Permits, Region One Building 43-SUNY,Stony Brook, New York 11790-2356 ----- Erin M.Crotty Commissioner Letter of Non-Jurisdiction - Freshwater Wetlands Act March 11, 2003 Thomas and Rosemary Klos NYSDEC #1-4738-03134100001 P.O. Box 771 Klos Property Cutchogue NY 11935 1195 Wilmarth Avenue Greenport NY SCTM#1000-41-1-11.1 Dear Applicants: Based on the Department's review of the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. Your proposed project to construct a single-family dwelling, sanitary system, driveway, public water service, and conduct clearing and ground disturbance, as shown on the survey prepared by Peconic Surveyors, P.C. last revised on 1/3/03, is more than 100 feet from New York State regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, grading, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not reli you of the responsibility of obtaining any necessary permits or approvals from o her gencies. i c rely, J. John A. ' ieland Deputy Permit Administrator CC: Suffolk Environmental Consulting, Inc. Bureau of Habitat File APPEALS BOARD MEMBERS o�QSQFFO(,�CO Southold Town Hall � G �� Gerard P. Goehringer, Chairman c � 53095 Main Road Serge Doyen co Z P.O.Box 1179 James Dinizio,Jr. O ® Southold,New York 11971 Robert A. Villa 41- Fax(516)765-1823 Lydia A.Tortora Cl �a Telephone(516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION ADOPTED AT REGULAR MEETING OF MARCHI3, 1997 Appl. No. 4459 - ANYONE STRAUSSNER, .,JR . &. LUCY STRAUSSNER PARCEL: 1000-41-1-10 & 11 as one lot (1000-34-1-16 as reiriairiing lot) . STREET & LOCALITY: 335 Main St. , Greenport, NY DATE OF PUBLIC HEARING: March 13, 1997 FINDINGS (PROPERTY FACTS): DESCRIPTION: This property is located in an R-40 Residential Zone District, being a corner lot situate both on the westerly side of Main Street and the northerly, side of Wilmarth Avenue. The lot referred to as 1000-34-1-16 contains a total lot area of at- least 40,000 sq. ft. , and the subject lot, referred to as combined numbers 10 and 11, of Section 41, Block 1, is vacant, unimproved land (all as more particularly shown on January 27, 1997 survey map submitted for consideration and made a part of the file under date of February 21, 1997) . The subject lot contains a total land area of approximately .70 of an acre (ref: 1996 Assessors Property Cards) . BASIS OF APPEAL: Building Inspector's Action of Disapproval dated November 15, 1996, which reads as follows: under Article II, Section 100-26, "under ARticle II, Section 100-24A. (1) the lots uz question SCTM #1000-41-1-10 and 11, and 1000-34-1-16 were created by deed recorded in the Suffolk County Clerk's Office before June 30, 1983 and conform to the minimum lot requirements set forth in bulk schedule AA as of, the Date of Lot Creation. . . Under Section 100-25A,' the lots in question are located in R-40 Zone. Lots 1000-41-1-10 & 11 are nonconforming. Lot SCTM 34-1-16 is a conforming lot. These lots have merged as they have been held in common ownership at sometime since July 1, 1983. RELIEF REQUESTED BY APPLICANT: Approval of Waiver for nonconforming lot identified as 1000-41-10 and 11 (combined as one) . . Page 2 - Appl. #4459 Waiver Request: Straussner Decision Rendered March 13, 1997 . i i REASONS FOR BOARD ACTION, DESCRIBED BELOW: Lot 1000-34-1-16 is improved with a single-family dwelling and substantially conforms with the 40,000 sq. ft. minimum lot size required for this R-40 District. Antone A. Straussner, Sr. and his J wife, Lucy, conveyed this lot on March 14, 1970 to their son, Antone A. Straussner, Jr. , subject to a life estate for both parcents. Antone Straussner, Sr. is deceased. Lucy Straussner is alive and holds a "Life Estate in the premises" according to the single and separate search presented in evidence to the Board of Appeals February 20, 1997. The adjoining lots, 1000-41-1-10 and 1000-41-1-11 are vacant and consist of .31 and .38 of an acre, respectively. When originally created in 1927, the two lots consisted of four lots, according -to the filed Map of Washington Heights. Antone A. Straussner, Jr. has been the sole owner of record of Lot Nos. 10 & 11 since 1970. Because of the small size of each lot, he has requested by his agent that both lots be combined to create a total lot size of 29,573 sq. ft. 1. The waiver will not result in a significant increase in the density of the neighborhood because the applicant seeks to reduce the degree of nonconformity of two substandard lots (10 & 11) by combining the two lots into one larger lot. No significant increase will occur from one single-family dwelling unit if the combined lot is improved. 2. The waiver would not recognize a lot that is consistent with and exceeds the size of lots in the neighborhood. Combined lots 10 and 11 are considerably larger than most lots in the neighborhood. The improved lots on both sides of Wilmarth Avenue contain lot areas ranging from .13 of an acre to .43 of an acre. The northeast side of Main Street consists of two commercial properties, one improved with a gasoline station and numberous small lots to the south, east and north. 3. The waiver would recognize the exterior dimensions of previously created lot lines. 4. The land will not require a change or alteration in 'contours or slopes, or substantial filling of land. RESOLUTION/ACTION: On motion by Member TORTORA, seconded Page 3 - Appl. #4459 Waiver Request: Straussner Decision Rendered March 13, 1997 by Chairman GOEHRINGER, it was RESOLVED, to GRANT this requested Waiver, for the reasons noted above. VOTE OF THE BOARD: AYES: Members Doyen, Goehringer, Dinizio, Villa, and Tortora. This resolution w duly az� I--- d�. GERARD P. GOEHRINGER, C AIRMAN Approved for Filing e t Applicant/ Date. Owners Name: fQ�� Reviewed: Architect/ Date 'Engineer:c4l� Submitted: a 5 3 e _ SCTM #: Uis(rict: l.000 Section: Block: Projec( �" Subdivision ' I..oca(ion: 1� � _ Name: 4 Sin&le & separa(e Required eer(ifica(ion: (Yes/No) A_" q. 9 , LoninP.t)istricc�� (I,o(size: r� Actual: �� '-� � (te g �6- 1'ropuscd / �— Lot covcra c Req. Req. ! Req (1='ron(Yard Proposed: rf, ) [Side Yardt Proposed:�J (Rear Yard�o Proposed' Project Description: AGENCV ERMITS Permit REQUIRED FOR REVIEW N.A. ' NO ,YES Number Suffolk County Health-Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: _ Flood Plane Elevation??? Flood Zone-: ,tom _ 1, 26 Notes.: e I / o NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEEtRjESCPlPTIVE FULL FRAMING DESIGN ELEM HEADERS: Y/N � WALL STUDS: Y/N GIRDERS: Y/N / CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N/ DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS, LIGHT, VENT: Y/N 1 ' r i ;. 174 LOAD PATHS: Y/N ROOF TO FOUNDATION g NAILING/CONSTRUCTION SCHEDULE: Y/N s MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE) 765-1802 BUILDING DEFT. INSPECTION [ � FOUNDATION iST [ ] ROUGH PLBG. [ � FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: ,7 DATE -/"/ "o ,� INSPECTO 765-1802 BUILDING DEFT. INSPECTIO [ ] FOUNDATION iST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ F ING [ ] FINAL [ FIREPLACE & CHIMNEY R ARKS• OX� DATE A) rv� INSP 765-1802 BUILDING DEFT. INSPECTION . [ ] FOUNDATION iST [ ] R GN PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL & CHIMNEY REMA KS.00, DATE/I �� INSPECTO 765.1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TIC 1 FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY A� Dl1/ DATE /dO INSPECTO 765-1802 BUILDING DEPT. AN SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY RE RKS: e"z4a 4? DATE Z),q--INSPECT 765-1802 BUILDING DEFT. MSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMI [ ] FINAL [ ] FIR PLACE CHIMNEY aA4v--�t!l REMARK DATE ell � SPECTO 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: G DATE I D �—INSPECTdZ� L . FIELD INSPECTION REPORT XATE COMMENTS FOUNDATION(1 -- vo y -------------------------------- -- C FOUNDATION(2ND) t� L� ROUGH FRAMING& y PLUMBING - el Cam} —�/iCLf — r lei INSULATION PER N.Y. STATE ENERGY CODE /110 ooe FINAL ADDItiONAL COMMENTS - Z m b H Q O y z Ox d � r y x d �a y TOWN OF SO'UTHOLD ` BUILDING DEPARTMEN BUILDING PERMIT APPLICATION CHECKLIST TOWN HALL Do you have or need the follo�ng,before applying? SOUTHOLD,NY 11971 Board of Health V TEL: (631) 765-1802 3 sets of Building Plans FAX: (631) 765-9502 Planning Boaz pp oval Survey PERMIT NO. Check „2C l � Septic Form �. N.Y.S.D:E.C.� Examined ( a�,20 03 Trustees Approved_ Contact: 6%7 20Q 3 Disapproved a/c Mail to: 1 Expiration 1 ,y7,20 AL Phone: sa— .. •--_-... .. .-�. &Buildi&ngIn-spector APPLICATION FOR BUILDING PERMIT .S JUN Date (j INSTRUCTIONS 2003 a. This aeon MUST be completely filled in by typewriter or in ink and submitted to the BuildingInspector w' sets of plans, accurate plot plan to scale:Fee according to schedule. P with 3 b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining areas, and waterways. premises or public streets or c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building permit.to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other re property have been enacted in the interim,the Buildingregulations affecting the Inspector may authorize,in writing,the extension of the permit for.an addition six months.Thereafter, a new permit shall be required, APPLICATION IS IMREBY ViAD.E 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 dem ition as herein described.The applicant agrees to coiMly_with,;a ap licq laws, ordinances,building code,housing co re authorized ins ; t or�o .pry ni ;es, Yli gal ions,and to admit 1 5 ing for necessary inspections. i !UN 5 ?003 igna e f applicant or name,if a corporation) ,j Ax 6 J _ / (Mailing address of applican) State whether applican 's owner, essee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of P remises /l erms /Si.�i lr-s L.LG (As on the tax roll or latest deed) 1 [f ap licant is a corporation, si ture of duly authorizgd officer e'e�i'e p (Name old title of corporate officer) Builders License No. ?lumbers License No. electricians License No. Dther Trade's License No. l. Location of land on which proposed work will be done: 1 r /fie, vz✓, e /\l House Number Street Hamlet County Tax Map No. 1000 Section L Block 0 f Lot M J Subdivision Wr V7/Ai 6,., Filed Map No. Lot 2 - (Name 2. State1 existing use and occupancy of premises and int ded use and occ a". Existing use and occupancy t/y ,� ancy of proposed construction: q � b. Intended use and occupancy -71 n f G t,,1 j N GW 5 r-Cj d-,6Y� 3. Nature of work(check which applicable): New Building Addition Repair Removal Demolition Alteration Other Work 1. Estimated Cost (Description) Fee �. units_ (To be paid on filing this application) If dwelling, number of dwelling 9 Number of dwelling units on each floor__ / If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. ------------ Dimensions of existing structures., if any: Front Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Depth Height Rear Number of Stories , Dimensions of entire new construction: Front Rear Height Number of Stories Depth Size of lot:Front Rear_ Y Depth r �3 �. Date of Purchase 5j! a Name of Former Owner fi 6y'tG S A • �C�6� l. Zone.or use district in which premises are situated O Z. Does proposed construction violate any zoning law, ordinance or regulation? YES NO S. Will lot be re-graded?YES NO ✓Will excess fill be removed from premise? YES NO �. Names of Owner of remises l� rr ��► _ Name of Architect k i h d�""" �� 3 Phone No. G 3 I �Z9- �5-p Address C-M4/n. P��� phonc N �3 �13-• Name of Contractor �r _ Address •/12 Phone No. a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _ iO IF YES, SOUTI-IOLD TOWN TRUSTEES &D.E.C. PERMITS MAY REQUIRED. b. Is this property.within 300 feet of a tidal wetland? *YES ✓ NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ATE OF NEW YORK) JNTY OF �r✓L Lv( Zed, being duly sworn, deposes and says that(s)he is the applicant (Name of individualsi g contract)above .e is the (Contractor,Agent, Corporate Officer, etc.) id owner or owners, and is duly authorized to perform or.have performed the said work and to make and file this application; ill statements.contained in this application are true to the best of his knowledge and belief; and that the work will be ,rmed in the manner set forth in the application filed therewith. n to b fore me this day of 20 i Notary Public ignature of Applicant DAV D S PROKop N0tary pub ic,State of Now York No.4977533 � Qualified in Suffolk County. Commission Expires Feb 64 1 N SURVEY OF PROPERTY A T GREENPORT TOWN OF SO UTHOLD N SUFFOLK COUNTY, N. Y. Ln N a 1000-41-01-11.1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o�� �� SCALE. 1'=40' oa o, NOV. 26, 2002 FERMI �'FOR APPROVAL OF CONT-1 g�olJ�ICTZ ON FOR A � �o`' N � cn SOLE FAMILY RESFBENC ONLY ��2ooti o �Q JAN. 3, 2003 !ground dislurbance 1 �1 DATE — HS RE NO, io CSGC��p �o°0 n� APPROVED R ���� r o. FOR MAXMiUM OF BED MS �a5°°E5��� AUSSNER' \ Unun 0- EXPIRES THREE YEARS FROM DATE OF APPROVAL Q P NTON G A. UBLIC WATER FP EL 29 0 N/offF A pWELI N 164•00 0N N 77 9� 0 7515 `ro. TEST HOLE DATA EL 22.T N87'48'30°E �Fc 68.99' ACTUAL a°3 `\ DARK BROW4 LOAM a----- I.s o 4 W m 68.82 ',PEED) \ o ►-� BROWN SILTY SAND SM l \ i 146 PALE BROWN FINE TO COARSE SAND SW `,fig I+ ��{o�4��'p i o� \\\ p E 5tiGp,\• T OP s E6P �5. /�� EL SO H PPp L01 26 Alf E/ i. 1�1 pELLINGT 2 PUBLIC WATER pMµ BEORp �M 0 [) r0 C4 ROPO5'(S ----- �4.� WATER IN PALE BROWN FINE TO COARSE SAND SW �Ln . a,n0 . \1 ORES 1: p' I am familiar with the STANDARDS FOR APPROVAL r, i R AND CONSTRUCTION OF SUBSURFACE SEWAGE "D V4 U DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the _E S 1L1 o�ELLIN �0� ��I=,y permit- to construct. WTO The location of wells and cesspools shown hereon are EU �L`NGWA'Jsp' from field observations and or from data obtained from others. p` -1,1C, PUB ANY ALTERATION OR ADDITION TO THIS SURVEY /S A WOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. G YA R EXCEPT AS PER SEC77ON 7209—SUBD/VJS/ON 2. ALL CERT/F/CATIOAI,�»' i '�; l-SIN VdP� 9010`« D aLIG . HEREON ARE VALID_:FOR THIS MAP AND COPIES 7HEREQ�I bNL,YW;IF�`•'�:_ _.;; ;,t= ;: _ PU. ■=MONUMENT LIC. NO. 49618 SA/D MAP OR COPIES BEAR THE IMPRESSED SEAL OF'.:THE4 SURVEYOR Pt-CONIC P.C. , WHOSE SIGNATURE APPEARS HEREON. 631 765-5020 FAX 631 765-1797 Elevations referenced to an assumed datum.- 4 LOT NUMBERS REFER T0; MAP OF WASH/NGTON HEIGHTS P.O. BOX 909 f `7.1 a" FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE ON DEC. 29, 1927 1230 IRA I/ELER STREET S F. + .: AS MAP N0. 651. SOUTHOLD, N. Y. 11971 0�-31 AREA=29,575 . N ; ��� ��ram.,<_ I `������ , �✓ � - - �_ �.•- SURVEY 'OF PROR9!:PY ' I ? AT GREENPORT ' CERTIFIED TO, TOWN OF'• S0 UTHOLD ;I 11G COMMONWEALTH LAND TITLE N t t, INSURANCE COMPANY N N SUF'FOLK COUNTY a . Y. . BAYBERRY GUIDERS L.L.C. atn 1000-41-01-11.1 �"�a� SCALE. 1 Om n NO V 26, 2002 ��`s¢°2 JAN, 3, 2003 (ground dislurbance J �, Cn JUNE 9, 2003 (prop: hsed J)NE 20, 200.3 ( cerlilicallon 1 J�0 �.�`' JUNE 24, 2003 (rev(slon J �0 \aG R o JUL Y 8, 2003 ( revision 1 p 6a JR. / AUG. 20, 2003 ( conc. (aundollon 1 Cl) ,J�ao`J� ` �SSNER, unur' P5 5 f ONE A. SpUB IC WATER \f\�� 290 C' N/0/F :'NT0 NC VATH P 16400' � 29.o cA �' .5 0 N17: TEST HOLE DATA • '``� 6-, 22.r �- N87 48 30 .E M Fc ' 68.99 •ACTUAL o ��l DARK BROWN LOAM OL 0:2 0 W m f vim! ----- '3 BROWN SILTY SAND SM f Z 01 PALE-BROWN FIN£ TO COARSE SAND. SW pj 29 LLIN� NT_fR 62.�I;t pP SLIp ydA � ICL t WATER IN PALE BROW,FINETO COARSE SAND SW W �,5 \\ �/� 26• t 1 `J ENE r�QC-: 25 I am familiar with the STANDARDS FOR APPROVAL AND 'CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions- set forth therein and on the �E :% 6�.- permit .to construct. 0 ��pF NEW y0 ��P The location of wells and cesspools shown hereon are �: 3�6. L�IN�WA�R ,° �x +'�,, from field observations and or from data obtained from others. �' gL1Caz -:' ANY AL TERAT70N -OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF,.SECTION- 7209 OF THE NEW PORK STATE EDUCATION LAW. 6 : . EXCEPT AS':P.ER SECTION-'2 09—SUBOIW.510N 2. ALL CERTIFICATIONS �LIN WA �0 HEREON ARE :VALID FOR THIS MAP ANC COPIES THEREOF ONLY IF �6�-� ■=MONUMENT NO. 496.18'. SAID MAP OR COPIES BEAR THE IMPRESSED. SEAL OF THE SURVEYOR P� P CONIC WHOSE••SIGNATURE APPEARS HEREON. (631) 765=502 C (631) 765-1797 Elevations referenced to on assumed datum. LOT NUMBERS REFER TO.t "MAP OF WASHINGTON HEIGHTS" P.O. BOX 909 FILED IN THE SUFFOLK 6OUNTY CLERKS OFFICE ON DEC. 29, 1927 7230 TRAVELER STREET — SOUTH OLD, N. Y. 11971. [_0,2-315 AREA•--29,5,75 S.F. AS MAP NO. 651. � So o D, - HEALTH DEPT. REFERENCE NUMBER R 10 03—0006 N CER TIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY BA YBERR Y BUILDERS L.L.C. SURVEY OF PROPER T Y A T GREENPORT TOWN OF SO UTHOLD N N SUFFOLK COUNTY, N. Y 1000-41-01-11.1 �o SCALE. 1'=40' NOV. 26, 2002 Mtn JAN. 3, 2003 (ground disturbance) JUNE 9, 2003 (prop. hse.) JUNE 24, 2003 (revision) JUL Y 8, 2003.(revision) AUG. 20, 2003 (conc. foundation) �0 P����' ES r o FEB. 6, 2004 (final) ST 2 7 2 P�pO�JJ��G SNER, `�R' NA rNARCH 9, 2004 l revision 1 -Cl) PG0�5 STRAPS TER �4, "aF \ ti 2 48' 35' N O/F ALONG tN PUBLIC WA �g4.0�' \ E�. 29.0 N Et• �, 71 N77.51 TEST HOLE DA TA EL 22.r N87°48'30"E �o , 68.99' ACTUAL '0o3 \ 26 c� � DARK BROWAd LOAM OL FC l ,3 N � N t � ----- Ls p.2 w 68.82 ,PEED) \ k-0 a BROWN SIL TY SAND SM 0 i IJ � 01 28 \ N� PALE BROWN FINE TO COARSE SAND SW Or 29 Q L 92 Q ` ° No-FR 20 8 t LP 25 29/ E 1" pWELLNGwW1TH \\ �4°ten o L-01 E//w/ �' -29 PUBLIC \ \ 51 � 2 ice, _ : ,; , -, ;_ ,- • -- . ,_--, .- - - -- - WATER IN PALE BROWN FINE TO COARSE SAND SW , �2'`U = /U \ i -o I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE D UBUC' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES `��' tit• 327 ��� A'S0 �j� �1� P Ca and will abide by the conditions set forth therein and on the r> /6l - ire permit to construct. lo The location of wells and cesspools shown hereon are Et 32• ���NGWp iER pk NEIV I, from field obser•.,ations and or from data obtained from others. DPUg�IG Mere,; ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ;, 'p '�( EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 0`�EL���GV4 �j „% '. YS. C. N0. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PUB ■ =MONUMENT '''' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P CON! ,IY P.;C�- - WHOSE SIGNATURE APPEARS HEREON. (631) 7 �� F ? 765-1797 Elevations referenced to an assumed datum. LOT NUMBERS REFER TO "MAP OF WASHINGTON HEIGHTS" P.O. BOX L""1. lt FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DEC. 29, 1927 1230 TRAVEL'S T ®,2-315 AREA=29,575 S.F, AS MAP NO. 651. SOUTHOLD, N. Y. 11971 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/17/03 Receipt#: 1221 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 1221 Total Paid: $10.00 Name: Bayberry, Builders Po Box 311 Wading River, NY 11792 Clerk ID: BONNIED Internal ID:77125 LEST OF DRAW�NGS ..,L7,, = 0;;� 17 ce- Z � � LLJ ,�N E L) a `� ® = o ���� C5 tam 0 Ed A-1 FO UMD, PLAN, FIRST FLOOR PLAN >_ GENERAL NOTES, LEGEND � W (n PLUMBING RISERoZ 11F M La tg R ®®®® [JU 9 - LLJ o � F0_1 F[7110FE'll N10 U'_"V\ Z: A-4 D;Eri! ARLS Y z 1 . BUILDING USE RESIDENTIAL A-5 ?-\. t M RNG CONNECTORS W BUILDING OCCUPANCY TYPE R 9 �� ®�� DI��AIIII� ��I�P� CONSTRUCTION TYPE TYPE 5 WOOD FRAMING -�- 0, BUILDING HEIGHT = 27.5 ftCo # OF STORIES = 2 AS PER R202 DEFINITION B U I L D I hl\J' G C0DE ,A1r1\4ALYS1S Q e -----------n W I� STRUCTURAL MEMBERS - 6. NAILING & FASTENING SCHEDULE FOR STRUCTU AMERI�CAN FOREST & PAPER ASSOC. A.F.& P.A. ( ) r 1. 2. REFERENCE STANDARD: �1. WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS DESIGN CRITERIA: PRESCRIPTIVE DESIGN TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE A��T 3. FLOOR AREAS: y, JOINT DESCRIPTION NUMBER OF UMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF kUMBEROF NAIL 3PA,CING EXISTING 1ST. FLOOR: NIA COMMON NAILS BOX NAILS COMMON NAILS I BOX NAILS EXISTING 2ND. FLOOR: N/A PROPOSED 1ST. FLOOR: 730 S.F. ROOF FRAMING WALL SHEATHING o a � PROPOSED 2ND. FLOOR: 1012 S.F. Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-10d per rafter Stuctural Panels 8d 10d 6" edge/ 12"field u; GARAGE AREA: 274 S.F. o � PORCH AREA: 180 S.F. Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-10d per joist Fiberboard Panels (Table 3.4A) 7/16" 6d - ?';,-,dge/6"field 0 4. DESIGN LOADING: Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25/32" 8d - 3'edge/6"field d CEILING LIVE LOAD: ( 20 P.S.F., (Table 3.9A) Gypsum Wallboard 5d coolers 5d coolers 7",adge/ 10"field < D FLOOR LIVE LOAD: 3 .0 F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap 2N -- -- (Face-nailed) (Table 3.9A) Hardboard 8d 8d adge/ 12"field � 1 ST. FLOOR LIVE LOAD: `P•. - EXTERIOR DECK LOAD: 40 P.S.F. '� (Table Collar t3 6A)ie to after(Face-nailed) 3-8d 3-10d per tie ) Particleboard Panels 8d 8d =ee manuf. SNOW LOAD (ROOF): 32 P.S.F. Blocking to Rafter(Toe-nailed) WIND LOAD: 35 P.S.F. (120 MPH) 2-8d 2-10d each end Diagonal Board Sheathing SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) - Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 1"x6"or 111x8" 2-8d 3-10d ^ -rsupport AD ALL ASSEMBLIES : 10 P.S.F. 1 N10"or wider 3-8d 3-10d (yr-r support AVERAGE DEAD LOAD ( ) WALL FR?AMING ��•a-N- FLOOR SHEATHING Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Structural Panels "' 8 M STRUCTURAL ELEMENTS & LOAD PATHS Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side 1"or less 8d 10d 6" edge/ 12" field N � ' greater than 1" 10d 16d 6"edge/6"field a 5. WINDOW & DOOR SCHEDULE: Stud to Stud (Face-nailed) 2-16d 2-16d 24" o.c. a Diagonal Board Sheathing WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"x6"or 1"x8" 2-8d 3-10d per support OF EMERGENCY ESCAPE AREA d edges 1"x10"or wider 3-8d 3-10d ' i-er support MODEL# CLEAR OPENING S7RUCT. PANEL SIZE REMARKS QTY. Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud - TW 3046 5.7 S.F. ;3'-5" x 4'-11 " SEE SHEET A-4 7 Lo t Z Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per foot TW 3052 6.64 S.F. ;3 '-5" x 5'-7" FOR DETAILS 4 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the psiel edge. Endjoist, or Blocking (Face-nailed) a TW 30310 4.76 S.F. ;3'-5" X 4'-3" 2 If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shes capacities,nailing o S4 } Q 1 ,> > fl FLOOR FFRAMING requirements for structural members shall be doubled, or alternate connectors, such:;shear plates, Z FWG 6068R 14.72 S.F. f6 -5 X 6 -9 1 shall be used to maintain the load path. PLUMBING � B m Joist to Sill, To Plate of Girder Toe-nailed ALL PLUMBING WASTE P ( ) 4-8d 4-10d per joist 2. When wall sheathing is continuous over connected members, the tabulated number�c� lls shall be 3068 16 S.F. .3'-5" X 6'-9" 1 g &WATER LINES NEED Q In TW 2032 2.47 S.F. '2'-5" x 3'-7" 1 Bridging to Joist Toe-nailed permitted to be reduced to 1-16d nail per foot. TESTING BEFORE COVERING o 0 0 vi g g ( ) 2-8d 2-10d each end TW 20310 3.07 S.F. :2'-5" X 4'-3" 2 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check I for additional Blocking to Joist(Toe-nailed) 2-8d 2-10d each end requirements. NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK {*} ON FLOOR PLANS � z Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE � � o 6. N.Y.S. ENERGY CODE: SOLDER USED IN WATERR SUPPLY SYSTEM CANNOT Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist CERTlFIICATE OF OCCUPAC FASTENERS FOR ASPHALT ROOF SHINGLES Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist ---' , REScheck Compliance Certificate Band Joist to Joist End-nailed EXCEED 2110 OF 1% LEAD. New York State Energy Conservation Cmnstruction Code ( ) 3-16d 4-16d per joist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be �, ] REScheck Software Version 3.5 Release lb galvanized steel stainless steel aluminum or copper roofing nails, Band Joist to Sill of Top Plate (Toe-nailed) 2-16d 3-16d per foot 0"4 minimum 12 gage [0.105 inch (2.67 mm)]shank with a minimum 3/8-inch CERTIFICATION OF " (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through DO NOT PROCEED WITH NAILIING & CONNECTIONS COMPLIANCE: Passes ROOF ShIIEATHING the roofing materials and a minimum of 3/4 inch (19.1 mm) into the roof FIRMA NG UNTIL SURVEY REQUIRED. sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) OF FOUNDATION LOCATION Maximum UA=321 Structural Panels thick, the fasteners shall penetrate through the sheathing. Fasteners HAS BEEN APPROVED. � O Your Home UA=300 8-d 10d 6" edge/12"field 6.5%Better Than Code A Diagonal Board Sheathing shall comply with ASTM F 1667. ALL CONSTRUCTION SHALL � ) §RR905.2.6 Attachment.Asphalt shingles shall have the minimum number Gross Glazing g " 9 2-8d 2-10d per support MEET THE REQUIREMENTS OF THE �O Area or Cavity Cont, or Door 1"x10'�or wider 3-8d 3-10d per support of fasteners required by the manufacturer. For normal application, UNDERWRITERS CERTIFICATE CODES OF NEW YORK STATE. Perimeter R-Value R Value U-Factor UA asphalt shingles shall be secured to the roof with not less than four �i-�� REO��,�� CEILING;SHEATHING fasteners per strip shingle or two fasteners per individual shingle. CIO Where the roof slope exceeds 20 units vertical in 12 units horizontal Ceiling 1: Flat Ceiling or Scissor Truss 922 19.0 0.0 47 Gypsum Wallboard 5d coolers 5d coolers 7" edge/10"field (20:12), special methods of fastening are required. IMPLY WITH ALL CODES OF APPROVED AS NOTED Ceiling 2: Cathedral Ceiling(no attic) 90 19.0 0.0 5 _ NE\ YORK STATE & TOWN CODES DATE: B.P. 2 Ste' Wall 1:Wood Frame, 16" o.c. 2113 13.0 0.0 152 EXCEPTION: Asphalt strip shingles shall have a minimum of six AS :QUIRED AND CONDITIONS OF d F Window 1:Wood Frame: Double Pane 195 0.330 64 fasteners per shingle where the roof is in one of the following FEE: r -� BY: w�► Q Door l: Glass 20 0.540 11 dk-- SOUTHOLD TOWN ZBA NOTIFY BUILDING DEPA7MEN T AT b�1 Door 2: Glass 40 0.330 13 categories: w Floor 1: All-Wood SOUTHOLD TOWN PLANNING BOARD ood Joist/Truss: Over Unconditioned Space 19 0.0 0.0 5 1. The basic wind speed per Figure RR301.2(4) is 110 miles per --- 'J 765-1802 8 AM TO 4 PM FOR THE a 3 2: All-Wood Joist/Truss: Over Outside Air 68 19.0 0.0 3 hour 177 km/h or greater and the eave is 20 feet 6096 mm or FOLLOWING INSPFQTIONS: a us Floor ( ) g ( ) ._- M1 s� SOUTHOLD TOWN TRUSTEES 1. FOUNDA1TiON, • TWO REQUIRED higher above grade. a� N.Y.S.DEC FOR POURED CONCRETE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the 2. The basic wind speed per Figure RR301.2(4) is 120 miles per hour !.-_ 2. ROUGH ;FRAMING.d PLUMBING building plans,specifications,and other calculations submitted with this permit application. The proposed (193 km/h)or greater. ION systems have been designed to meet the New York State Energy Conservation Construction Code requirements. 3. FINAINSUL - CO When a Registered Design Professional has stam ed.and signed this page,they are attesting that to the best of 3. Special wind zones per Figure RR301.2(4). � 4. FINAL -COMPLETE FOR. C.O.IQNMUST ��CUPANCY OR BE COt�PPLETE FQR C:o g � p his/her knowledge, belief, and professional judgment,such plans of specifications are in compliance with this L _ ,. „ .- . . USE IS UNLAWFUL R EsoFN` ALL CONSTRUCTION SHALL MEET THE Code. REQUIREMENTS OF THE COD WITHOUT CERTIFICATE YORK STATE. NOT RESPONSIBLE FOR b Builder/Designer Date DESIGN OR CONSTRUCTION ERRORS. Z r . OF OCCUPANCY �00D Z T OF 5 .."1 1 vi ir�r I r-H 1-+v � FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. 34'-O" 4'-8" 341-O" 2'-II" 151-3" ct q'-4" 31-4" 5'-2" • (/) �..� w b'-0" 22'-0" � � 6'-0" d- ct • W - - - - - - - - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - - -� Z - -- - - --2a2a .-- -- -- - --- - - -- - - -- - 2a2a -- - - ---- --- - -- - - 0 032 FWG6o68R (2) TW3D46 I o Q 0 Y a: - J 2 2x8 (2) 2x10 + 1/2" PLY. V -� - --- -P. - -- (2J 2x10 + I/2" PLY. N - -- - - •-- - - - - - - - - - - - --- - - -- - - -- - --- ll I r ON I6'"�12'PP.G.�DO I G LL I TH LIGHT= 14S15 Q 3 # tp w 1 �z �61, ONIUND S T2501L RE AR i I I O VENT. 7515 z o NEW 4" P.G. SLAB I O ,_01 ; `t 1_0 4,1 p V NTT= Xis SD „ „ ,Nt > p W m REINF. W/ 6x6-WI.4xl.4 I I o o - 14 8 4 13-0 4 W cn N I / I 5 W.W.M. ON 4 MIL VAPOR BARRIER ON WELL COMP- I I 6 Ow I ;fl LLJ :3 � ACTED POROUS FILL O I is _ o � ® � OSD IQ � a Q y vi I I I o � `� � I 2,-011 21_Q,p _ o I / I STORM DRAIN w/ '- O I I LINE' - I I i- - D I N I N( '7 N �->' PERFORATED DRYWIELL I % I (50 GAL. GAP.) SET IN 12" 0 3 I/2" D►A. STEEL Z Io KITGH�N I 1 ROOM `- CL COLLAR OF GRUSHEID STONE LA�LLY COLUMN ON I I �ss� I I9 I 1 m W I " ( GIRDER (3) TMP•x 12 P.G. FTG. I / I I I 3 g W = oM -POCKET RDER //�� - iF/6' 11 1wo 1 G K E T I / I W� 1 p I (2) 1 3/4 xa 1/2 M. O (2) 2x.5 (2) 2x10 + 1/2" PLY. m I - --- - - --- - -- - - -� — - - - - - N N av Al I I � •� Z fIY W w� 110 8" POURED GONORETE I I 6'-0, 11-41 ;� 6'-0" I I ssd -I,_4p 3'-0 Y W g / I FOUNDATION WALIL ON I6"xl2" I c; s N= POURED GONG. Fire. REINF W/ CL C�t� I I I o I LIGHT= 13�5 C7 a z I ( (2) 14 REBAR, ONI UND15T. SOIL, / ® I I a Q o 3-O BELOW GRADE MIN. I I--- Ot I I �I �I PROVIDE 5/& o Ib,�„ VENT.= 6% 2-0 o W -1 O 0. I / I--- PROVIDE 5/8' FIRE RATED I l- - N HEADER U j_ O I TYPE IIXII GYPSUM 9 " m u- O I I GYPSUM BOARD. OVER m �`+ BOARD ® COMMON 1 -t I I- BOILER +E HOT WATER HTR. I m WALL5 4 GEILING� o Q POST N ry I I I - - I AS PER LOCAL CODE L - -� / i ILL MATERIAL 1=0R WOOD 1=i�/AM I NC I ABOVEL I Y I NC m :1ICU co I I UNEXGA;V/ATE12 I I---- J I I HAVE A MINI MUM Fb OF P r I ROOM sD I I I---- CFELL S �; I / I 4 .S.I. 4x4 POST- �1 4 o J I NOMINAL LUMBER 51 ZE: SPANS: o5r 4211 PRE-FABRICATED �-- / o \ WOOD FIREPLACE I II I _ H ~ :+D �t TO BE U.L. LISTED AND W _ _ J _ _ _ -I a (2) 2x8 UP TO -O I (2) 2x12 DROPPED 3�-0„ N o CONSERVATIONb_ CONFORM TO N.Y.S. ENERGY IFRI \ x CONSTRUCTION CODE. D I _ iI (2) 2XIO I /' /� /� /� -I PROVIDE F.A.I., HEARTH I II t Ii n C AURA F ry N ` O c�D I I- (2) 2x10 GGA -O T O _O I m NON-COMBUSTIBLE iv SURROUND (2) 2x12 6'-O" TO 81_OII I ,1 13-4 4 Iq-8 4p FIR I I I I POSTS SHALL BE 4x4 (NOM I NAIL) iNQ I-- - - -- - --- - --- ---- - - - -- --J I I Q p� cn 0 [beOL. 2x6 R.R UA NOTE. ALL SIZES GALLED OUT ON ANY OF � _ ^�t ' I - ' - - - -- - _-- - -_ ---- _- - - - -_ Q THE FOLLOW I NC I�RW I NC 5 l�l I LL SUPERSEDE (2)?x (2) 13/4"xa !/2" LVL "tt d1 •fl �D a 2x6 GGA LEDGER BOARD `a� '�' o �` o (3)TW3052 qpn N j�� `��`i ` FASTENED W/�1/2 EXPANSION �- = THE 5GHEDULE. BOLTS ® 2 O O.G. STAGGERED O _o i o 4 w L— — —— — — — — I ' Q ^'I I r-� &0T0 D.H. DOOR .o :� FORGIH :>, � _ _ _ _ _ , �- - -- - -- --- - - - -- J b'-10" 0 13'-2" b,-0" I� o (2) 2x12 + 1/2" PLY. o „ e I O STEP FOOTING �V o L --' — — — — — 2 6 10 6--► 6'_in � 6'_0:1 211 I RII � N — — — — COLUMN m (2) 2x10 GGA (2) 2x10 GGA (2) 2x10 GA (2) 2x8 (2) 2x8 �.t •- 1:2 SLOPE MAX. ---—----- ------------------— ---— 6 8 TURNCRAFT == Q N — — W 4x NEWL P05 Q PROVIDE 36" HIGH 0 NEW 4x4 G.G.A. POST WITH „ 1, RAILING W/ 5RINDLE5 3 2'-10" 8'--4" 2'-10" GALV. METAL BASE FTG. '1-0 7-0 2-b 'i-4 3-5 3-5 3-4 MA5ONRT( OPENING ANCHOR 4 P05T GAP ON NEW 1211 DIA. POURED GONG. FTG. HOU5E HOUSE HOUSE HOUSE HOUSE 14'-0" 201-01 W/ (2) #5 BARS VERTIGAL (TYP.) 14'-O" �� 11 CL ct 2O-0 J C r-OUNt;�ATI ON _ N U ���N _ f-01IRST f�LCORPLAN � g N SCALE: I/4"=1'-O" SCALE: I/4"=I'-O" FIRST FLOOR: 130 S.F. j GARAGE. 274 S.F. a i PORCH: 1&0 S.F. Q I i 6 z z m 51 OENERALL MOTES !�� • El m e d � th Q 5 � a c o o v3 �1 N/11 z z I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE if. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE 23. THE ARCHITECT HAS NOT BEEN RETiAINED FOR ON-SITE INSPECTIONS SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE (2) 2" X be UNLESS NOTED OTHERWISE. AND / OR OBSERVATIONS OF THE CONSTRUCTION. HIMSELF MITH THE INTENT OF THESE PLANS AND MAKE WORK d AGREE WIITH SAME.'! 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION 24. DO NOT SCALE DRAWINGS. WRIT EN DIMENSIONS SUPERSEDE �'`)I 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR SCALED DIMENSIONS. WALLS RUNNING PERPENDICULAR TO JOISTS. b TO STARTING ANY WORK. 25. THE OWNER SHALL SELECT ALL FIf�lIfSH MATERIALS AND COLORS. � O 3. GONTRAG•TOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, 13 ALL STRUCTURAL POSTS ARE T O SOLIDLY BLOCKED TO TOP OF PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, FOUNDATION WALL OR SUPPORT COLUMN BELOW. 26. THESE DRAWINGS AS INSTRUMENTS .OF SERVICE ARE AND SHALL O ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM CO. 1/2" THICK REMAIN THE PROPERTY OF THE ARC_HITEGT OR ENGINEER WHETHER Lt=OENDTHEREOF, IF REQUIRED. UNLESS OTHERWISE NOTED. THE PROJECT FOR WHICH THEY ARC- MADE I5 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY' OTHER PROJECTS OR EXTENSIONS 4. ALL WORIK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE �74 AND ALL 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD TO THI5 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH 19 LOCAL RULES AND REGULATIONS. STUD5 AT I611 O.G. WITH 1/21' GYPSUM BOARD BOTH SIDES UNLE55 APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. ii NEW CONSTRUCTION A O OTHERWISE NOTED. �, - — SECTION MARK O 5. ALL MEMENTO OF CONSTRUCTION INCLUDING FORM WORK AND , T CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND � 0 I�� THE PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-&" HIGH X UNDERPINNING AS NECESSARY OF TIHE EXISTING CONSTRUCTION �j - - 2x8 RR >0 THE CONTRACTOR. 1-3/b" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. THROUGHOUT CONSTRUCTION OF M3W FOUNDATION AND 6IRDERS, ® FOUNDATION WALLS FRAMING NOTATION • I6 O.G.6. IF IN THE COURSE OF GONSTRUGTION A CONDITION EXISTS WHICH L_ - - -—I Q 17. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. O DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE 28. DOUBLE MIGROLAMS TO BE NAILED>TOGETHER WITH TWO (?) ROWS GONTRAGTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT 160 COMMON WIRE NAIL AT 12' O.C.. b OR ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROGEDURE AND O SD SMOKE P TEGTOR EXHAUST VENT [� � IFa. PROVIDE 6'-6" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. 29. ALL TMMMED AND FLUSH C.OH�TNONS BEAN .JI015T5,POSTS,OR CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY a AND LIABILITY THEREFROM. RAFTERS TO BEAMS,61RDERS OR. ;5TRUCTURAI_ TO Be ICI. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- FASTENED USING GALVANIZED MEVAL HANGERS BY 'SIMImSON STRONG �1 7. ALL FOOTINGS SHALL BEAR ON UND15TURBED 501L WITH A MINIMUM INSULATED GLASS, INSECT SCREEN, t JAMB EXTENDERS AS REG'D, TIE'OR APPROVED EQUAL. 501L PRESSURE OF 2 TONS PER 5a. FT. AND SHALL HAVE A AS MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. z MINIMUM OF 3'-0" OF COVER. O Q 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS 8. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 2b DAYS FOR APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. w [�SLABS, WAILLS AND FOOTINGS. Q 2!. ALL PLUMBING SHALL Be IN STRICT AGGORDANGE WITH THE N.Y.5. Cf. ALL POURED CONCRETE FOOTINGS ARE TO Be REINFORCED WITH BUILDING CONSTRUCTION CODE. a (2) #5 REBAR HORIZONTAL CONTINUOUS. us 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOWS CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE UNLESS OTHERWISE NOTED: CERTIFICATION OF THESE PLANS. BENDING STRESS = 1150 psi (SINGLE) BENDING 5TRE55 = II75 p51 (REPETITIVE) E = 1,:,300,000 a z W OF 5 .. 541^II ol 51-411 31-411 11'-211 III-On 3'-211 LLA CAC r — — — (2W 3 0 46 — — — — — — — —T W 3 4 6 — — — — — — T W 3 4 b' QZ - 2 8 2 x8 2 x8 C.� _3 a N d. N > 0 66 Q 3 0 a LIGHT= 12� I O Z O Z SD GL. VENT.= 6% W Z W W CIC m o B�1�ROOM BEDROOMQi Qo I w N — OrlO — � >: LIGHT= 13% �s � ® 050 I U a- ? o ® VENT.= 6.5% m �g m S 3 °)i BATH Z �� O .� °° ��//\J �t cn to � - O I Z � w ' BAT+ �c W W o ui 2x12 RIDGE �'� J,, I " q-10 Z N 0- N 2x12 RIDGE // b` _ C� _ m I Ory � " m GONTINUJOU5 RIDGE VENT Lai IN IT 8,-6 2x12 RIDGE o LIGHT= 12% TYPIaA�L ROOF CONSTRUCTION: 00 o VENT.= 65l5 � IVIFFL005IZ _ I 240# ASPHALT ROOF SHINGLES pi _o N -� O I5#�FELTT PAPER Q BEDROOM 050 SLOPE LOPED I/2 GDX PLYWOOD tr 2x10 RO)OF RAFTERS, I6 O.G. t� x GLG. GLG. 4 POLYSTYRENE VENTILATION BAFFLES w O � `� 050 F T EIL G 1/2 GYP'5UM BOARD INTERIOR FINISH _ O �. -� 13'-8" ;A I O'-O HIG o _ 1 JV` _ 12wA C — —— �~ l \" 'I IIM 4'-411AL CEILINS CONSTRUCTION: 2x8 G...LI. ® I6 O.G.-OT (R-Iq) E3ATT. INSULATION '1 ol �ry p '5UM BOARD 2x4 COLLAR TIES ® 48 O.G. 1/2" GYP Y F � k � � Q� I BE M �y� ,x1 �� j6� �'� of 2x10 RR. 2x81G J. _` r;0 �D FLA GEI ING I LIG T= IOXi r- '1 0 Ib O.G. ' G (8' HI ) 0 16 OL. I _ TOP OF N i` I O OVEERHANG W/ NEW Ixb WOOD FASCIA 4 NEW PERFORATED VINYL q� V T.= 55K SOFFIT NW/ PREFORMED ALUM. N, q\ TW30310'� (2)2x8 2x8�� R. �x8"RR GUTTER�i LEADERS DOWN SPOUTS I-0" ,-O" 0 Ib .G. 0 Ib O.G. W3031 r (2) 2x (2) 8 (2 2x8 TW20310 TW3052 TW20310 BEDROOM Q m —= - - - - - - - - MASTER BATH L I N. TYPICA:L WArLL CONSTRUCTION: BEDROOM O -- VINYL 5HPIN0 (4" EXPOSURE) m -_ OVER "l1YVEK" HOU5EWRAP OVER 1/2" COX •- PLYWOO)D SHEATHING, (2) 2x4 G TOP PLANTE, 2x4 5TU05 @ I6" O.G. a O• (1) 2x4 00TTOM PLATE, 3 1/2" (R-13) ®\� (R-Iq) INSUL. IN W -- BATT. IN,15ULATION, 4 1/2" GYP. BD. 2�h tz�' GANT 5EOOR U i(1-011 41-011 3'-2" 3'-8" 3'-211 vJ-V ✓-V 'T 2xb G.J. 2'-O" TOP OF 11 ® 16 O.G. BLOCKING— �'� PLATE -- 4'-O" 6'-O" 41-011 8'-O' 12'-011 f": TYPI.C;A L FLOOR CONSTRUCTION: \ / FINISHED FLOORING AS PER OWNER 3/4" L I Y I N� II it 1 I7ININO o ,� 20'-0° T.InT MBE fR5TRAND RIM BOARDI(TYP)J lib" O.RGEWED ROOM I! ROOM Q1 z o iI(R-Iq �A) BTT. INSULATION 34'-0" m N Un �I M S FIRST N TYPIC:AFL SILL CONSTRUCTION: FLOOR ro' SECONio folLOCK PLAN (2) 2x6 GGA SILL PLATE Q SILL 5E AL INSULATION ILD � 0 GRADE 1/2" ANGGHOR BOLTS, 2'-O" O.G. (MAXIMUNM I'-On FROM CORNERS /\�'i% /\�j\// j�/�\ :.' \\/��/ 56ALE: 1/4"=I'-O" SECOND FLOOR: 1012 S.F. i\�/��,\ \`/ /�\/ /�, �/� +` :` /�\/ NO LE55i THAN TWO (2) PER SILL) / % % \/\ \/g/' j500M, TYPICAL FOUNDATION WALL: \iy,�i�\��i,��,�i��, ��y��\ ` /�\�y�����o�: Z m 0 \�i\ i s MEMBRANE WATERPROOFING OVER ��%�\i� ,I'� °D V� 8 x 8-0) POURED CONCRETE FOUNDATIONus " 11 i\��\/�i\�i\�i\�i\�i/i�ii/i// .:..:..: /i/� i/� /i�i /i/i �i �i /i / of r// ///� /�\ //�/i, ��\i,��\��i, r�\i����/�\r ';. , \��\/�\��\, W, '•.i �5 cn WALL OM N I6 xl2 POURED GONG. FTC. \ \� \ �\ �\\��\\ \\\�\ \ \ �\ �\ /�\/\/�\/� \\/\// /\��/�\��i /\\/���/�/�/\//\��//\�\�\�\�\�\ •.: \\��\\� CS F # � �\� �\ / �\i� ii/\ / / ,\y,�/, i,\ r y,�,\�,�i, ,�ri�i\�i j j � \ / ! �i`i`�`i�i�\i�/��i \io��i �ii\�i a w w s c3 RE INF WU✓(2) 4 REBAR /\�/��/\��/\/�\/��\/\/�\/\/\\/\/ /���\/�\/%/�\��i�i�\i���/i`\i�\i\�\\i\��\ ��\i\\ \��\/%��\��\�%\�%ii\ �i%�i��i\i�ii\i\\i\�\\i\�i\\/i\�� (L m 0 o a c/i •��/�\/�\��\/����\/�\\��/�\\/\�/�\/�\� �\/��/�\/����/�\/��/������\/��0�\/�\%\\���%\��\%\��\!�\\���\\��\/%\%\%\%\��\��\�j�\/��\%\/j\\/j�\/jam\��\'�%/,�\��//\���/ NEW 4" R'.C. SLAB ON W/ r� l� 0 bx6-WI.44xW1.4 W.W.M.M. ON ' 4 MIL WAPOR BARRIER ON WELL 3 3 GOMPACTED POROUS FILL o- a ,F a� F -1 T SECTION ��A_A Ian TLT lAV I �T UV �r--yam/A1 TL6 lI1D ZV RooR SCALE: I/4"=I'-O" �A PENN s• r a• a• a' 3• a• L� 9' 3• BATM300P7 �, �j _ O a• ILL(�� �R LAV TLT S. DYL O O I5T BOOR � O 3' a• rO�n z o BA5Eh6li W \J Q To 5'1FFOLK G.O. G.O. s• G.O. Q- vJ ccu+rr��r+av® Aft S�TIG SYSTEM p. I' P) PLUMB I NC R 15ER VIA RAM NX6. b Z F- W OF 5 V � W Q oz Z r� Z ^a n: VO'! dj le N N —12 240# A5HPHALT 12 Q C ROOF SHINGLES � 5- z 0 ID 6 W z 12 _ TOP OF W w N N 10 GEILING W N :3 TOP OF 7 (j I- >>-' RA115E TOP OF WALL PLATE U z I'-0' I'-0' '-0" I'-O" TO ALIGN FA5GIA5 Laly—VINYL GLAD � ~ Q g W =HOOD WINDOW o j o MODEL. GXWI4 : TITI mG U=u o EXTi ERIOR VINYL 510ING N v (4'91 EXPOSURE Q 12 12 Y Lai g �6 5EGOND 6� Z NCL FLOOR SECOND Q C9 _ _ FLOOR � � W -- TOP TOP OF PLATE 2'-0�� PLATE IOU 6068 TURNGRAFT - HOOD COLUMN F0— . FM . 4" CORNER BOARD ¢ O 0 F0— ❑ F01 ❑ � PROVIDE VIt`VYL COATED WINDOW Q1 W I IFI CASING AT ALLL DOOR 4 WINDOWS ® � A5 PER DETAIL "P" SHEET A-4 .C73 o FM FIRST �S_ "�.� FLOOR FIRST � , LLUI ❑ ❑ y.. ❑ ❑ ❑ ❑ FLOOR � '�,•-.__.. �. ,�� o°o°oo°o°oo°oo°o°o°o 000 0000000°000000000°0°0 0000000000000 00000 000000 ` 0 000°0000 0000000000 0 0°000000000000o GRADE GRADE o°oo0 0 0000000 % } •,- o00 00000 o � �� �' " • �+ •'�. � �:.;, 6. I I I I I I I I I I I I I I I I I IL rl- - - - - - - - - - - - L—I ❑ ❑ I ❑ U I ❑ L - - - - - - - - - - -I-�- - � I I I I I I I I I I I � — rL - -1 I I I I I I a - - -,-I- - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - L - - - - - -� - - - - - - - � L. -- - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - J L - - - - - - - -I- - - - - - - L - - - - - - - - - - - -- - - - - - - - - -1 � m r-RJ ONT ELEVA710N I � T a x U OZSCALE: I/4"=I'-O" 5GALE: I/ -I'-O" o z z 0° N y— LaiY �i N CU 12 M 12 �6 04 04 -� a 240* A5HPHALT ROOF SHINGLES -- - TOP OF PLATE _ TOP PLATEE rill z 111 rig '-O" 11-0' c i- VINYIL GLAD - f- m WOOD WINDOW a i 4 - 4 as o m c 0� CA EXTEIRIOR VINYL 510IN0 (4") EXPOSURE z FL OND OM SECOND per•, 4" TP-IM BOARD FLOOR b OP LA P �E TOP OF PLATE PROVIDE VINIYL COATED WINDOW O CASING AT ALL DOOR s WINDOWS Q O Q AS PER DIETAIL "P" SHEET A-4 � FIRST FLOOR FIRST 36" HIIGH RAILING FLOOR 1�•1 - W/ SPINDLES I I I I� - - -11 �- L L _ _ �I I I - - - � - - - -J - - - - - - - - - - - - - - - - - - - - � � w k a I- - I-T _ -I a us — � — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - L � �I� L - - - - - C - - - - - - - - - -I � I5OPEFOOTIN 2 SLOPE L - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - -- 2 REAR ELEVATION Lr=r-T S 1 i7E ELEVATION SCALE: I/4"=I'-O" SCALE: 1/4"=I'-O" Z H W w OF 5 RAI11�+*IINO . AS C..� 4� ld Q lox � STA3004MISTS41N + ZZ SINS OFF DOUBLE G1f1 PLATE TIED �GAf�E USE optic»1?LkT-f� � W z w 9l: SEC$ION ASM,3.2 O N TOP PUTE �GTIEELANOLE OR EQUPtiALENT W cf) Z C7 WU W N � N }>-' TOP PLATES I— z FIF �I.,00K'AID >a m W �.8 PIPE, E— a, HEADER- m Bar- AND SEV PO3LE9 R I2.5(1{ 2"x6" DECKING OVER GOA W V IRlF.�ts"c.5;� � O d' IAcid�Tl.M CA DECK "2x" J0I5T5 @ 16" O.G. "2x" LEDGER BOARD tea' � 1t°tAE CONTINUOUS RIDGE VENT 4"x4" 50LID WOOD (SEE PLAN5 FOR 51ZE) Q m c I" AIIR SPACE 5ND �h P05T (PRE55URE TREATED) 1/2" LAG BOLTS ALLSnm @16" O.G. STAGGERED z SEE kI:C110N I:RL'�'_'.3 MIN. Z W BORED HOLE MAX. ANDBETH2Ex 122R106E SHEATHING `�\�. 0 DIAMETER 40 PERCENT d OF STUD DEPTH 240# A5F'HALT ROOF SHINGLES 5/8 IN. MIN. TO EDGE OUD RLDI-XIN I/2" G.D.X:. PLYWOOD SHEATHING W EOt``1 (2) 2"x8" FLUSH HDR. 5/8 IN.MIN. TO EDG ELr3+ k JT� 2 x 12 RIII�GE W/ (2) THRU BOLT rrgFL EACH P05T (PRESSURE \\/\\/ 4° \\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/\\/ /\\/\\/\\/ \\/\\/\\/\\/\\/ / /\\ \ \ OD 2 x I O ROOF RAFTER "51 MP50N" P05T ` \\//\\//\\/��//\\//\\ \\ \\//\\// FOUNDATION BA5E OR EQUAL �' MPPLEtfiAI - TREATED) /\\/\\/\ \/\�r\\rPROVIDE GALVANIZED METAL JOIST / / �/\/\/\/ / /\/\/ e /\ pq SILLPLAn/--------- .. ,. —I '\ \ \ \ \ \ \ \ \ \ Q f= ET► t - / / //j%\//\//\ HNC�RS ® EACHI- I .......,,�,.. \\\\\\\\. \ \\/\\/\\/\\/\\/\\ �� 3%/D/RA NACRE GAP 12 PIA. GONG. FTC. TO /\/\/\/\/\/\/\/\/ NOTCH MU5T NOT I �» FwllmTlcl'l \ \ ° IINUM FLP.SHIN�\/ / / \ \ \ \ \ \ \ \//\//\ EXCEED 25 PERCENT L._... ..».. .. .. .. .. ........,,.. .,�. WAt 6 U� �1 r / / \%\/\/\/\/\/\/\/�y �y �y �y �y �� ` 3-O (MIN.) BELOW GRADE>\\ \\ \\ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / // // // // //\/ \r OF STUD DEPTH \/\\\/\/\\/ \\/\\jr\\/\\/\\/\\/\\ i� ' 1L1:IK'(4ItJ. �CHORBOLATSEMBEDDEDlN /\/ // / Fed £KANAI, t11t�AT13N ac. \//\\//\\%\\//\\%\\%\\/\\//\\ \\%\\\//\\%\\%\\\//\\%\\i ��,t, BD d BORED HOLES SHALL ftE.TIPITSTI NOT BE LOCATED IN THE IF HOLE 15 BETWEEN 40 PERCENT AND \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \� SAME CRO55 5EGTION OF 60 PERCENT OF STUD DEPTH,THEN 5TUD GUT OR NOTCH IN STUD MU5T BE DOUBLE AND NO MORE THAN TWO r r r r r r r r r r r r r r r r r r i r r r r r r r r r r r r r r 5UCCE551VE 5TUD5 ARE DOUBLED AND 50 BORED iRNEFi.l4� (�A iTi'EI I3 Pop T ' T"*rF. R I )OE E7)E TA I SGAILE: 514" =1'-O" APFVY APPROVEDSIiEATM4 OR BF T`OeF. PEO< SECTION DTERIOR WALES WITH i IN,BY 4 IN:BRAOES LET NOTCHINO 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS INTO STtX'G AND PLATES AUD EXTENDING FR04A BOV M PLATIETO TOP rE�OR OTfiEfl 5GALE:3/4" =1'-O" o a_ APPROVED 3a1c"TAL.`PAP DEVICF_I:INStALZI.1<O 114 5GALE: N.T.5. ACCORDANCE MTM THE rJA1+UFACTURERS t Q L4 &PECIFICATWONS.SEE SECTlM M62_10. - p s m O TYPICAL FRAMING DETAIL W Q 50ALE: N.T.S. C.) SIDING TOP PLA FIN15H WALL PLYWOOD SHEATHING W/N� ,0,4 Z ¢ Q NO MOTES W3 ,-, �"' f'tRf I Tf I_ STUD I I FLASHING I I Lo, N sAAx S% BORED HOLE MAX-- 1"x3" VINYL COATED WOOD GA51NG (TO BE REPLACED OR REPAIRED DIAMETER 40 PERCENT _ HEADER AFTER EACH INSTALLATION) OF STUD DEPTH 0 FLOOR JOIST'--OE14TER I"x2" WOOD 5PAGER 5/& IN. MIN. TO EDGE / Q 5/8 IN.MIN.TO ED 2-1/2" #5 WOOD SCREWS @ Q" O.G. °i I I o I I C3f��'� INTERIOR Z GA51 NG i { c }. Q W. 0 Z m .. PREDRILLED FASTENING �� m \ HOLES ® 9" O.G. C� 8 8 < 0 ch NOTCH MUST NOTIx us EXCEED 25 PER 1/2" GDX PLYWOOD a O O O OF STUD DEPTH 5TRUGTURAL PANEL } FLOW J019T-Eut)CUTS6 d z BORED HOLES SHALL p 4 NOT BE LOCATED IN THE _ O SAME GRO55 SECTION OF I II u� a_ CUT OR NOTCH IN STUD MAX. D prio--bil T SvppcRT I C9 I Lu I � z Iu Uds NOTCHED 4 BORED HOLE LIMITATION5 FOR INT. NONBEARING WALLS i ! FINISH SILL d z is" rs, , SCALE: N.T.S. I I 1/2" GDX PLYWOOD y p 5TRUGTURAL PANEL i z EXTERWR OR BE0.'RANG MALL 5TOOL I RAFTE'It+CIE1Lfh0,J(XS`I',��"�80�. I PREDRILLED FASTENING � I p . Q HOLES ® INTERIOR n q" O.G. GA51 NG Lf 1J NQT(>1 GRr.ATFR THAN 50 '';. v I f8 GAGE(01164 IN,►AND 11 IA4ANIDE I R.I"Fie:Et�I'�'THE p1�°rE'1MiDTH ILiE'I`A3.T3E AG�i�..liab 71'3 EACH I SIDE or-'THEMTCH TH6•1w QnKfAX DOUBLE SILL �2-I/2" #6 WOOD � I � NAILEri 5GREW5 @ 9" O.G. i Woov cASI '. I"x2" WOOD 5PAGER , U WALL TOP PI34Th PATEWIC ONDUI I"x3" WOOD CASING y a tTf `F't.PE Irt t ML Fmf.9 TOP III%a OT To 14 0 r 181r D JACT I " PLYWOOD 5HEATHINC AN TYR NOTCH I NO DETAIL WOOD 5TRJCTURAL PANEL DETAIL STRUCTURAL PANEL ATTACHMENT DETA I L TOP PLATE FRAMING TO ACCOMOOATE PIPING SCALE: N.T.S. P z 5GALE: N.T.S. 5GALE: 3"=I'-O" (-- 5GALE: N.T.5. OF 5 RAFTER TIE © 16" O.G. ROOF RAFTER CONTINUOUS RIDGE VENT MODEL "G520" ROOF RAFTER • W n u Z DETAIL o 0 12' RAFTER GONNEGTOR Z _ „ @ 16" O.G. ° ° RAFTER GONEGTOR �j 2x RIDGE BOARD ONE i MODEL " H2 00 ° SIZE LARGER THAN RAFTERS RIDGE o o ° MODE GH2.5 N }u SHINGLES A5 SPEC. °f o DOUBLE o i c ROOFING FELT AS REQ'D o TOP PLATE ° o Uj � z < PLYWOOD DEGKING AS REQ'D WALL STUD ° ° 0 0 W w ROOF RAFTER ° ° "2x" RAFTERS AS REQ'D —�� 0 o Q �> GONTI NUOU5 5ELF ADHE51 VE o 2 I GE DAM MEMBRANE, 21-oll MIN. NOTE: THI5 DETAIL IS UTILIZED CU a / INSULATION \ DOUBLE WHEN KALL STUDS ALIGN DIRECTLY m Q c AS REO V n u W/ RAFTER. WHEN RAFTER AND STUDS 3 DETAIL S ARE NOT ALIGNED USE GONNEGTOR5 TOP PLATE L J\ IN DETAIL "52" 'I T" ON THI5 PAGE I= ao DETA I L T MYOt`lD v) N RAFTER-TO TOP PLATE TO STUD CONNECTION ® I6 O.G. RAFTER-TO TOP PLATE CONNECTION ® I6" O.G. Z (n w 4 Cn 2ND2 RAFTER-TO-RAFTER CONNECTION lT1'P. ® EACH RAFTER UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS — W _ I x6 FA5G I A '� �„�_ C.� UTILIZED I ZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ R.R. ,[ 4J o � SCALE: N.T.S. " " 14 Z tV n I MODEL G520 BY 51MP50N 5TR0 G TIE MODEL H2 BY 51MP50N STRONG TIE SCALE: N.T.S. MODEL " H2.5" BY 51MPSON STRONG TIE SCALE: N.T.S. I PREFORMED ALUMINUM "'Y \\ I I Q "2x" GEILING -JOISTS \/1\/ � MAY VARY PERFORMED VINYL SOFFIT WALL STUD � W DBL. TO A5 REQ D /\ /\ DBL. TOP PLATE PLATE GALV. METAL STRAP 12• o_ ti END GROWN MOULDING OVER © I6" O.G. LENGTH a "Ix" TRIM BOARD , MODEL " G520 < I DETAIL U (5E1'OmD) HEADER w } SEGOND FLOOR INSULATION AS REQ'D GALV. METAL STRAP BASE PLATE 16 O.G. 36'-42' CUT SHEATHING AS REQ'D MODEL " 5P4 " =- LENGTH RIM JOIST CLEAR 0AMn �y� ' SPAN O SIDING OR 5TUGGO 0 l' " 12• DBL. TOP PLATE` 2x FLOOR JOIST .� - -_?.., Ce { A5 REQ'D Ce A5 SPEG.- SEE ELEVATION . .,.- • S. o (3)10dx1 1/2' NAILS WALL STUD EACH SIDE OF STUD DETAIL " Y ° JACK STUD 12• ` �� '`�c „A 2ND WALL STUD I: END �'�1 - . I ° LENGTH �� IEC� ��•OQ"' FLR LEVEL Provide minimum 1 --� C' end distance C�h PETAL �� IN �� Equal number of : Q specified nalls In 1ST each end FLR PC DOUBLE TOP PLATE °D jl � o 11 TOP PLATE TO STUD GONNEGTION AT OASLE-END WALL ® 16" O.G. JACK STUD TO HEADER CONNECTION STUD TO BASE PLATE TO RIM d JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.G. a �� '•' "' " MODEL " G520 " BY SIMPSON STRONG TIE SCALE: N.T.S. 1/2 DRYWALL ON - MODEL SP4 BY SIMPSON STRJN6 TIE SCALE: N.T.S.GEILINGS 6 WALLS MODEL "G520" BY SIMPSON STRONG TIE scALi=: N.T.s. � DBL. WALL l 2x4 STUDS AT 16" O.G. STUD ` � 9 DBL. DIAL cn OR AS REQ'D `� GALV. METAL LU F I R.ST FLOOR I,m 11,/—_ TIE-DOWN STUD 24' Z m y BASE PLATE Ile ® � RIM JOIST $ m GALV. METAL •• cn 0 TIE—DOWN GALV. METAL WASHER INSULATION AS REQ'D — MIN. 5" 50. (MODEL 'BP') FINISH FLOOR CALV. METAL RIM JOIST BASE PLATE 1/2" DIA. x 12" ANGHOR AS SPED. GOUPL I NC \ J BOLT © 24 O.G. I� DETAIL " X �� (MIN. 7" EMBEDMENT) • ' SUBFLooR I� RIM JOIST AS REQ'D. I DBL. TOP 15T PLATE GALV. META FLR LVL 1 DBL. WALL GOUPLINC (2) 2 x 6 G.G.A. :•o DETAIL Y STUD SILL PLATE � 44 m DBL. SILL Z m } BSMT. DETAIL Z PLATE Ei m . FLR PL I ® FOUNDATION o k N a I'b WALL (2) 2x6 SILL PLATE Ilb m w < ww2� \ I� h 1/2" DIA. x 12" "2x" GE I L I NG JO I5T5 ANGHOR BOLTS @ 24" O.G. MAX. AS REQ'D � � REINF. GONGRETE GAL\/. METAL TIE-DOWN WIN 52" GAL\/. METAL TIE-DOWN WIN 52" FOUNDAT LL OF EACH CORNER OF STRUCTURE OF EACH CORNER OF STRUCTURE ANCHOR BOLT-WASHER CONNECTION ® 24" O.G. W GELLAR a -III=I ( I=1 I I1 �I 11= '— MODEL " PH02 " BY 51MP50N 5TR)NG 'TIE 50'�° N.T.S. MODEL " HTT22" BY 51MP5ON STRONG TIE 5r-,ALE° N.T.S. MODEL " BP " BY 51MP50N STRONG TIE SCALE: N.T.S. APPROXIMATE GRADE — - Q WATERPROOFING OR WALL STUD =I = = I= = DAMPPROOFING A5 REQ'D 1/2" EXPANSION = —I = = iz' JOINT MATERIAL _ ASPHALT GOATI NG (TYP.) END —�I- --� —��- LENGTH I5T 1 — — — OALV. METAL 0 i i i—i i i--i i i—i i i- a ' FLR LVL STRAP © 16 O.G. 0 12" GRAVEL GOLLAR •• 4 GONG. SLAB W/ �� � ., , •' oo � 6"x6" #10/10 o o ' c 2x4 KEY WAY RIM JOIST VAPOR RETARDER � ,�� .. i •. RJL-, (2) #5 REBAR5 GONT. OALV. METAL 3" PERIMETER DRAIN W/ PLATE FASTENER UNDISTURBED 501 L SEE FOUND. PLAN FILTER FABR I G (MODEL # LPT4) �} c 16" O.G. • • .° ' • V DBL. SILL PLATE o L`TP a T)'OOF . WALL SEC./TION TWO STORY W/ GELLAR LA 5GALE: 5/4" =1'—O" SILL PLATE TO RIM JOIST CONNEGTIOIN a Z "LTP4" BY SIMPSON STRONG TIE SCALE: N.TS. GAL\/. METAL STRAP @ 16" O.G. (MODEL " G520") w = OF