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HomeMy WebLinkAbout39320-Z +fo�sFFUt,I^4;S ' Town of Southold 4/11/2016 i�� y�i P.O.Box 1179 7 i F453095 Main Rd �' 7.4 X0,0- i'`i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 328215 Date: 4/8/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 105 Main St, Greenport SCTM#: 473889 Sec/Block/Lot: 41.-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2014 pursuant to which Building Permit No. 39320 dated 10/28/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH GARAGE UNDER AND COVERED FRONT STOOP,PER ZBA#6790, DATED 10-19-2014, AS APPLIED FOR The certificate is issued to Walden,Patrick&Walden,Robin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0027 04-04-2016 ELECTRICAL CERTIFICATE NO. 39320 02-12-2016 PLUMBERS CERTIFICATION DATED 04-08-2016 George J. Berry Jr Au o ed ignat e osuFFo� �o, TOWN OF SOUTHOLD BUILDING DEPARTMENT J TOWN CLERK'S OFFICE M'i •) ! 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#: 39320 Date: 10/28/2014 Permission is hereby granted to: Walden, Patrick &Walden, Robin 980 Cedarfields Dr Greenport, NY 11944 To: Construction of a new single dwelling as applied for per ZBA and SCHD. At premises located at: 105 Main St, Greenport SCTM # 473889 Sec/Block/Lot#41.-1-14 Pursuant to application dated 10/27/2014 and approved by the Building Inspector. To expire on 4/28/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $961.60 CO -NEW DWELLING $50.00 Total: $1,011.60 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 I%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: I. 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$15.00 Date. —��— c: O* New Construction: -r/ Old or Pre-existing Building: (check one) Location of Property: /Yk/ S7 e`)` C House No. Street Hamlet Owner or Owners of Property:' 171 a( Zi..16.4-1?,,./) Suffolk County Tax Map No 1000,Section . Block Lot. Subdivision . Filed Map. Lot: Permit No. 9 ' Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary CertifiR.te Final Certificate: (check one) Fee Submitted:$ y Applicant Signature '//��� iii • , ��o4�QF SO(/"kg, Town Hall Annex �� . Telephone(631)765-1802 54375 Main Road iiiii * ; Fax(631)765-9502 P.O.Box 1179 % o Q �s Southold,NY 11971-0959 1. 4,_, 4,- s-` roger.richert(a�town.southold.ny,us ,„ .'S BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Walden Address: 105 Main Street City: Greenport St: New York Zip: 11944 Building Permit#: 39320 Section: 41 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Home Owner DBA: License No: 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 X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 44 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 3 Smoke Detectors 3 Main Panel 200A NC Condenser Single Recpt 2 Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches 24 Twist Lock Exit Fixtures TVSS Other Equipment: 1-Combination Smoke/CO Detector, 1- Exhaust Fan, 4- Paddle Fans, 2-ARC Fault Circuit Breakers, 1-Electric Wall Heater Notes: 1111111r Inspector Signature: �,: �A__ Date: February 12, 2016 7 / Electrical 81 Compliance Form.xls A5 Ks�; \ Town Hall,53095 Main Road ° ° ��' Fax(631)765-9502 P.O.Box 1179 •`� " = ®�'c r�� Telephone(631)765-1802 Southold,New York 11971-0959 ?f �, ir BUILDING DEPARTMENT • TOWN OF SOU !OL1 CERTIFICATION Date: ApN\. g , ao I to Building Permit No. . 34:W Owner: POL.7\1-ta.—± Ln Q; 2 +.n (please print) Plumber: f cirri P 5 ti c-/ Zak d (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. e lumbers t 1 .R -) Sworn to before me this g.q dayof ,WIzrc , 20 /to � - 211v 4 APR _ 8 2016 Notary Public, a40)J�County VICKI L BERRY Towlv F ®DEPT. Notary Public- State of New York UTzroLD No. 01BE6070081 Qualified in Suffolk Coun,ty Commission Expires , -4 1 C 4?) ° SOUt,s; `/ ; �yCOUM'1,el TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION: : : [ FOUNDATION 1ST [ ] ROUGH"PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: DATE INSPECTOR 277444''.41/ 3c 'frei ,,,,,,,,,,,,,, „, oso,,,,,. si",. 04\ # * 4.i „...,,,, ,e.... --,coutnin.". -______......„, TOWN OF SOUTHOLD BUILDING DEPT. ` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATI • s- - [ ] INSULATION [ ] FRAMING STRAPPING [ ] FINAL 5721 [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION ' ,[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION avotAl [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] CAULKING REMARKS: , riffty_4 - g.,, DATE of if /rt" INSPECTOR - M8V 1 1.ocf.��OF SO(/ryolo\i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPEC ON - [ ] FO DATION 1ST [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [, FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ --] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]-CAULKING REMARKS: PieLi,5—s44,p4- A 4r, -.57127 DATE INSPECTOR 3 t..3r 11'�,40f SOOr�olo a,0 ,z1€ \ o, 1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT(ON [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND - [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL S(CM, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ‘,1 ;WV Ceetik-- -X\/ 4 - i ►r A e.7.6 / f5 DATE (� PE IN S CTOR , 37z 2_4) * *i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] FO NDATION 1ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _744___S-4 cg-745-7, 1° CEJ - DATE INSPECTO • 1 i, I` 1��,�0��,OE SOUTyolo\ -12 ' 4„.., ...0 ,0 ( _I \--s-Nou,„i, �I # #; yTOWN OF- SOUTHOLD BUILDING DEPT. 765-1802 . e INSPECTION 1 A FOUNDATION 1ST ROUGH PLUMBING ik‘4§ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION I/4W [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION PI ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 'i .,'?,___4AA.4ii 0 - 00-1 C� i�t�7 DATE7 INSPECTOR A 1 F ''''' ,„O���f SO!/Tyolp': ig‘ H „„),, __-„coutm„.0. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTQN ' . [ ] FOUNDATION 1ST [ ] UGH 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: /- -;, i lr DATE 0 0 INSPECTOR A-e-7 _ * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING /STRAPPING [ , INAL [ ] FIREPLACE.8E CHIMNEY [ ] FIRE SAFETY INSPECTION • [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING t( REMARKS: a tda#2-5-rf._ Ceeuf_ • dff ( 7- kA) - - 0-1 _ DATE ‘ 28 INSPECTOR "A A,441 Or r, • 3 - 3 2- 02 '. ,,,,,,,_ O of S00-44;\ Ag` G �O 1,, 0 11 _ ,TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ', - [ ] FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C9r' ,121-' - E__,i0,_ corrAlly " r f . ,,..---.l DATE I' INSPECTOR . SO�ryolo\ •3j '147 A4,gi TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING . [ ] FOUNDATION 2ND [ ] INSULATION [- ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE ./ INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,NY 11952 (631)298-7116 Date: January 8th, 2015 To: Town of Southold Ref: Foundation Inspections Walden Residence Property Location: 105 Main Street Greenport,NY 11944 Permit: #39320 Location of Anchor Bolts To Whom It May Concern: Plans were noted as having all anchor bolts placed at 2'-0"oc. During the construction the anchor bolts were installed at 4'-0"oc. It is deemed that the work performed complies with all state and local codes. If there are any qu, :ons please call. of NEW y fc, o o DEER14?Sincerely, �‘F `PFO "o. o7r- 4 pROFESSkO V James J. Deerkoski F\L.") \--------1 Uu\ JAN - 92015 L_______- BLDG DEPT TOWOFSOUTHOLD • FIELD IN'SPECGN REPORT DATE "_COt MENTS ' 00 fr."/ ,,, , ,,,e.,_„,,,),,,,_ t.i, FOUNDiiT1OI1ST) .. 'c. `� ,,e�4CS . e�aV' t . , . - . -_,,,--" *Ai-. %� ' ` / �' FOUNDATIQN(2ND) . t . L - tii r�E r . . . e,1 . - ao .0 l . . ,5177//i--- ..,,,te 4,2, 14,14, . C4 • ROUGH FRA I:NG& 4 4 f`"" � H PLUMBING 6 - / `e.I S �/ JL. ,�.j� Y.L.�,G�1� - Y f. n. -J.! b - , fir 0 / - • . 44 ,` � 4 fes_ 7 is,-&—cir-kl,"/6-44/(7 , !, --e—Ail 4 . ._`� INSULATION PEI1 N.Y. H STATE ENERGY COME C 4® /A `el • . C e 4 . �� : . . • .. , 4k: ` .r �J f _J .' Cmc.✓1 3 rr ��� `��v 6 )- e '1 c-9.- -; . . :�.._, r i'oJ . ' ,K''-c f f,,,z, , ,, , ...,,,„ , r C C, . FINAL %C/ ' ,/'' _ • * . . • •Aido•L',/ - I/ '1; . . ADDITI•NAL'Coles NTS.`. µ ' .` . • �' I / U �, 'fie ''_.rev •► - ' _ - ., r , ,. I-A I-15 - t ,1a -) ,t) vte - -iiii...,- -----,7a-c--=,-:-:-5.-171.---.2r: ' urrAcoofu pY10105 AO . . A - ,hCG. < • . --F 2 , . . . . . . . . . • . . . . .. _ , , . . s) � . • z , . . . `> • . . . L,., TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. S93 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,w m 20 Op '` �. viA,' Storm-Water Assessment Form `,. I ) Contact: Approved ,20 Mail to: ob(h/� Yc \r'(1 n Disapproved a/c - '7 0 (, 'd ar`A 4/ & r. --t rp--. ...-.).? Phone: (031 cigr?- Sacs ci Expiration ,20 rb- s u V `� Building Inspector i JAN 2 2014 , a PLICATION FOR BUILDING PERMIT Date G 3:3 , 20. BLDG DEPT INSTRUCTIONS TOwt"Or SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Saocr�ehds Jr. �rT NV 1�' (Mailing addresl6-��� �'s of applicant) `('N. State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0Wc\eS- I 1 Name of owner of premises Job 1(n O) Jd r) t Pain n (.(J&Ldein (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. /•i A 0 k S --II M e (� 1 S ``b Mi 1n �� Plumbers License No. i , ti kj Electricians License No. .1 ,( Other Trade's License No. '1. '' 1. Location p land on which proposed work will be done: l 5 Ma/r( s-1--ree� (1rcerpx ' House Number Street Ham eY t County Tax Map No. 1000 Section 4// Block 0 / s'rnl)?i1 iL+ota'c; r'. Subdivision 606,511i ,,'./ ty'/1Map �sias` 'fi 'i'�'`T!oe`11aa.�uv �S � Filed Na g� 3 f3`.,ou,,S 0:_,-,,a.ova Vrt:o3 rio icie ni boililnu0 • ,r 2. State existing use and occupancy of premises and intended use and occu ancy pf proposed construction: a. Existing use and occupancy Vc.6-4 n'-1- Lct n ci - '5 tc‘I-ei*VicL.c b. Intended use and occupancy ra 01//r /)/AG, 'Re 5i den+i cf 3. Nature of work(check which applicable):New Building 1/ / Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost SC, 000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number of dwelling units on each floor / If garage, number of cars 02 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 4,t., c a:,49 8. Dimensions of entire new construction: Front oQ ' ` Rear o� g c Depth 3 J Height a �� fqg" Number of Stories o'2. 9. Size of lot:Front Si, /al Rear S'7, SO' Depth / 5lo 10.Date of Purchase R t La Name of Former Owner 0 \�c� 11.Zone or use district in which premises are situated C---k 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO .� Will excess fill be rerppved from premises?YES NO �( E"- �cick- do et 14.Names of Owner of remises VTLP: 4 p �o1J►,n l�ct_�P� Address4'�7 C�d�r��s fir•-Y ot� o. of S-S�lo Name of Architect ) I'11\4 I SSoc PAte Address 5bto ilei\S+.,toc.AGTrorie_ U317 161-Lodi Name of Contractor 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 NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) .?iAtt ( 41--AZ.jto lin UL) tJ.A,e0,1\ being duiy sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 6ux1e_c- a .�,,",A- (Contrac or,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 4P day of Ai 20 ,%_ % 4 • .1 . 'I Signature of Applicant t y `us o,State of Newyork No.01 PE6130636 Qualified in Suffolk Cou Commission Expires July 1a�� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 3, 2014 TO: Patricia Moore (Walden) 51020 Main Road Southold, NY 11971 Please take notice that your application dated January 27, 2014 For a permit for a waiver of merger at Location of property 105 Main Street, 1100 Wilmarth Avenue & 1220 Wilmarth Avenue, Greenport, NY County Tax Map No. 1000 - Section 41 Block 1 Lot 14, 15 & 12 Is returned herewith and disapproved on the following grounds: The subject lot(SCTM# 1000-41-1-14) has merged with the adjacent lots (SCTM# 1000-41-1-15 &12) pursuant to Article II Section 280-10 A., which states., Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. illr‘N,...._ , Damon Rallis, Plans xaminer Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 3, 2014 RENEWED: May 15, 2014 TO: Kevin McLaughlin(Walden) PO Box 1210 Southold, NY 11971 Please take notice that your application dated January 27, 2014 For a permit for a waiver of merger at Location of property 105 Main Street, 1100 Wilmarth Avenue & 1220 Wilmarth Avenue, Greenport, NY County Tax Map No. 1000 - Section 41 Block 1 Lot 14, 15 & 12 Is returned herewith and disapproved on the following grounds: The subject lot (SCTM# 1000-41-1-14) has merged with the adjacent lots (SCTM# 1000-41-1-15 &12) pursuant to Article II Section 280-10 A., which states; Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. 1PIP Damon Rallis, Pla aminer Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 3, 2014 RENEWED: May 15, 2014 RENEWED: August 1, 2014 TO: Kevin McLaughlin(Walden) PO Box 1210 Southold, NY 11971 Please take notice that your application dated January 27, 2014 For a permit for a waiver of merger at Location of property 105 Main Street, 1100 Wilmarth Avenue & 1220 Wilmarth Avenue, Greenport, NY County Tax Map No. 1000 - Section 41 Block 1 Lot 14, 15 & 12 Is returned herewith and disapproved on the following grounds: The subject lot (SCTM# 1000-41-1-14) has merged with the adjacent lots (SCTM# 1000-41-1-15 &12) pursuant to Article II Section 280-10 A., which states; Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. Damo, Rallis 'lans Ex% ►mer Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. , \ ,,,, iiia—� BOARD MEMBERS •• _,\ o� s = ` Southold Town Hall t L•eslie Kanes Weisman,Chairperson 0.- ��. .''. �O 53095 Main Road•P.O.Box 1179 .0 . ' 41, '` l® 1, Southold,NY 11971-0959 Eric Dantes Cs .Z= "'' Office Location: Gerard P.Goehringer %G t � - ,i Town Annex/First Floor,Capital One Bank k. George Horning x% . ' Y®�i, 54375 Main Road(at Youngs Avenue) Kenneth Schneider l(eOUNU, eI'�� Southold,NY 11971 of http://southoldtown.northfork.net —--�11— —I1—1 7 ZONING BOARD OF APPEALS E H V E TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631)765-9064 OCT 2 3 2014 Bl DG DEPT FINDINGS,DELIBERATIONS AND DETERMINATION— MEETING ETERMINA 'ION—OF SOUTHOLD MEETING OF OCTOBER 16,2014 ZBA Application No.: 6790 Applicants/Owners: Patrick and Robin Walden Property Location: 105 Main Street Greenport,NY SCTM# 1000-41-1-14 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 10, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 8811 square feet (SCTM 1000-41-01-14) from adjacent land areas of 8439 square feet(SCTM 1000-41-01-12) and 6325 square feet(SCTM 1000-41-01-15), based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10 A., determining the properties have been merged. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 2, 2014, at which time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted documentation, to the satisfaction of the Board that these lots were merged consequent to the death of the owners. There have been no transfers of ownership outside the family since the time merger was effected. Pursuant to §280-11, the Zoning Board finds that Page 2 of 2—October 16,2014 4 ZBA#6790—Walden SCTM#1000-41-1-14 (1)The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because: As shown on the"Map of Washington Heights"filed December 29, 1927 as File No.651,the subject lot is similar in size and shape to other lots in this subdivision. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because: ownership of all three lots have remained within the Staples and the subject lot was originally improved with a single-family dwelling, as shown on the subdivision map, which was later demolished. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because: The waiver will recognize the lot as it has existed and any proposed improvements must comply with the Town Code and Suffolk County Department of Health. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Schneider, seconded by Member Dantes, and duly carried to GRANT the waiver of merger as applied for and as shown on the survey by John T. Metzger, L.S., dated February 20, 2013 and last revised April 8, 2013 (Additions), with the following condition: CONDITION 1. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as 105 Main St., Greenport,NY, (SCTM# 1000-41-01-14) be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. Absent was Member Goehringer.This Resolution was duly adopted(4-0). All% , 4 l (-1-1 ���rni iL Leslie Kanes Weisman, Chairperson Approved for filing Gl /9 /2014 `rrr....,,rp.•' Scott A. wssell ,,,.,� �,Sur��� G._ James A. Richter, R.A, SUPE.1,7118(t. Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 ` e5 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 _ �.•� Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US ~I' O'I '1 X01 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US '•••u,•,,,,'1 Office of the Engineer Town of Southold ST1;SATE": MANAGEMENT CONT,';I PLAN REVIEW COVE t SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact& Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant) NAME: Ran.ck.JRchic U cticle_n NAME: ADDRESS: qSO Cededteic\s Dr: ADDRESS• (--A een �+1 Nt 1-1 I L.11-1 Telephone Number: to3\ c q-5-o Lo Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: 1 0;3\a n \4- Property Address / Location/� of ConstructionruWork: \\f- , Sic ,) C -i i-e-Pc v \ ,M.(-4 - SCTM #: 1000 y ' 0 \ \1---\ District Section Block Lot Required Documents for Stormwater Review: AE Copy of Complete Building Permit Application. W Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. E De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking,Installation and/or Modification of Mechanical Systems or other similar Work. E A Complete Description of the Scope of Work Proposed under the Building Permit Application. E A Completed Sto II 4.1er Review . -- ist. If No or NA are Indicated, Justification is Required. FOR j NG DEPARTMENT USE ONLY **** Reviewed By: `�%�,, , ILI? 1Date: --'2-1 �i 5- . App .ved: A..iti. al Information Required: FORM n SMCP-TOS JAN 2014 �,,``,`o su�q�-•.•• CHAPTER 236 ,��t' 6, STOR ATE 1, MANAGEMENT CONT'''OL PLANCHEC i, LIST DATE:t1 13" I - a 3--ao APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) ' �� �+fif ��.•'��',, °SC �' N1 #: 1000 NAME: �� v-tA- VtA Le Widen 1 Telephone Number: p VI SD-1..0,,� "",,,,,,�,` District Section Block Lot p �3 ` 1 ` ' l S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here( show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries X se e JLl-;ve,y b. Total Site Acreage. X ', S c. Existing-Natural &Man Made Features within 500 L.F. FA NM_ See S(,LNe4 of the Site Boundary as required by§236-17(cu2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water Kill um sim `S.e.e •u �.r-,i e,J n e. Limits of Clearing&Area of Proposed Land Disturbance. Mill ��r�-SS t vr _a y�atV(.A-v =t�C tt{-1,C11)y_, f. Existing& Proposed Contours of the Site (Minimum 2 intervals) ME WA S NIA j..,U\,k1 y' -c—c mis g. Location of all existing&proposed structures, roads, _ Si- e U_ \ .e Li ALJ driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& SP, S u-v.-N.P L proposed structures. Ell Mr I. Location of proposed Swimming Pool and discharge ring. p-ommi <O e c.LA-Ni e,t I. Location of proposed Soil Stockpile Area(s). 0=K2 NO k. Location of proposed Construction Entrance/Staging Area(s). MI__ " Q P (-N e l 1. Location of proposed concrete washout area(s). N. C cor�'c e-�r e_ t Jua c�,L$ cz ,e o �j -06'-\--i,/w A\1 wc.c 4 K-uno“- m. Location of all proposed erosion&sediment control measures. k,2. C LN41-0,k tI\to0 S iA-e.. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate �-,, S "e Li on-site the run-off from all impervious surfaces generated by a two(2")inch EX11 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. )( R1\ i iia w.\` <-ovectok;\2_cl ON S'-\P c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X l.L4_c _ ‘S \c.:--\- d. Leaching Structures (e.g.infiltration basins,swales,etc.) L QRoVtD6 .ROSID I f SEDitTeKrecouttiOL� � ri S Nca€,De.ID FORM u SWCP Check List-TOS JAN 2014 '#olf S©�l ; y ...c.) t , 1 Town Hall Annex '4R if I Telephone(631)765.1802 54375 Main Road , N pax(631 765- 5Q2, P.O.Box I179 c. 1f roger.richerk tacx4wn Ut�pttUA.nY.uS Southold,NY 11971-0959 ; p - 4, X11 i. a �� / 1- 'H of 1. • BUILDING DEPARTMENT ! i. TOWN OF SOUTHOLD /(1'-' ' ,�a[ l0` i APPLICATION FOR ELECTRICAL INSPECTION 16' I 1. REQUESTED BY: -car er f PSitct Gti Date: `7-02/-A0/Jr' 1 Company Name: ! Name: - _ f.- License No.: iG'p G 70 _ iq di'‘' -• -� . Address: .6/4„..._ �\ . ' Phone No.: �� , JOBSITE INFORMATION; (*Indicates required information yv Name: it '�r �� *Address: ,D 5 ffki 6r---id Ng /9 - II *Cross Street: AA, s /j . • Ce AA r Ai e Ne Kai - j..,' k Phone No.: / _ � ,- � lIlII ,1 .5 Permit No.: c34.3 a j) - Tax-Map District: 1000 Section: 4'! - Block: r I Lot: p *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . ,:�(Please Circle All That Apply) *Is job ready for inspection: CIP NO. Rough In 1 Final *Do-you need a Temp Certificate: 'I NO Rp) (,9:\, e Temp Information(If needed) I. *Service Size: 1 Phase 3Phase 100 150 200 300 350 0 Other *New Service ) Re-connect Underground Number of Meters ervice Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82:-Request for Inspection Form . pd �-�` �SJ I 1 111°41 , % F SO(/jyo Town Hall Annex II ~® : Telephone(631)765-1802 54375 Main Road * * Fax(631)765-9502 cia P.O.Box 1179 Gl a@,',�� Southold,NY 11971-0959 UNT`1, �' February 17, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Patrick & Robin Walden 980 Cedarfields Dr Greenport NY 11944 Re: 105 Main St, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39320 — New Dwelling ps E� o LJ 5 o N f--z ci_I- i--_-I w Cfl r1 N r_.7,_ 0 0 Z CO,. Q 1--- P---5--9 _- --- 'R_ (n j �r.J +s f ;r, .y,,,,pydht O ct t w,.,.. � cn ` t `� 1 „.... ..,_ ::,d ' C 4, 8 . - 8 .. .90. - ' 4 . , . al r it (> • - ' : -44 .....4. - If r i p 1 • ,,, , It . . . , k ! . 4 . . . -__.. ....,, -... As , .„. 0 .1 , ipit ... . 0 y . ,*,F• ' -' 1° . 6; - ' i . 40011011 10 ,...., ii, .......„-- . , ,.. 4,,,dtisatitiii • (.....,.) .....s:, kY `,...J .ha \ IIP# 1111116 t 1111 ; • - t 111, j • 1 op ,i+kb. 4 1010.1."' 1111.11101.0014111111111.11110*-• 40111011111111M Iiiiiiii1111111111111111Mlii • • • i 4 - 1 rad • • •r F'� s��"I. • , g / • • I s' I :V T e t Hole Geoscience LOT NUMBERS REFER TO "MAP OF 1 SHINGTON HEIGHTS" • ~ N 3/113/13 FILED IN THE SUFFOLK COUNTY CLE S ;OFFICE ON 0 • EL 19 DECEMBER 29, 1927 AS FILE NO. 6 \I Dark Brown Loam SURVEY OF PROPERTY AT GREENPORT i Brown Clayey Sand 8 With 10% Gravel SC TOWN OF SOUTHOLD Pale Brown Fine to <1�'j+1��� r ' SUFFOLK COUNT w Coarse send SW 1 �* Y, N Y gT1� �� ( 1000-41-01-14 , FiWne lo Pale Brown ift ��1 F!-'6' SCALA:' 1'=30' Fine to Coarse Sand L ' G�� ' 2013 I T .�j \ / APRILFEBRUARY, 2ADDITIONS)A r- PROP. SEPTIC SYSTEM • X83 I 3 CP. �G� �r� to, Gt ( 2 BECROOMS) p. c3`p. ���,4�Ls I - 1000x gal PRECAST SEPTIC TANK T A 6oc.,�P�ERI 60,00 c� �'�� 9'l P RECEIVE® 2 8'0 5. effective depth LEACHING �0 Pv , *t ' 3T- POOLS a'above GROUND .CN y, ' COLLAWATERR( W)ITH 3' SAND `Q�����NG„� `1'�� AUG 0 7 2014 1. ®AR® ®F \ -061 o co? N,oftooM22 % ; ,. V. ,89 APPS!-� Es o4L`�`o F0° -<, vac I EU fop C� 2c Z ��9 _£ ' �� I , \ •• 7....” °w a _ ' 56' q �� LI‘ e�' .if Rl • C- 7 5�m ),..40,--- '� OS 2� �P Bldg Dept copy from ZBA C) �� 2Z ' c OG i, t Final reviewed documents --A C� ":1 `MC ZBA Fi 1 •� „.11\14,1 ANG I Date. I/ //, j T4 a A , Eu��* 961 `� 1 a CERTIFIED T0: ROBIN WALDEN ADVOCATES ABSTRACT, INC. 2A. �k\G PRI STEWART TITLE LO P ELEVATIONS REf r ..EDSTO AN ASSUMED DATUM. ` \)"NG lam familiar w )F SUBSURFACE SEWAGE NE-W;7::`‘‘,,, o AND CONSTRUC „,-;-- \ ' DISPOSAL SYST, SINGLE FAMILY RESIDENCES co „,°..777F.7:::',,,(1/4,.\4. ' r4 conditions set forth therein and on the C `1 RAIN PROP RUNOFF�52N$�AI�TENT and will abide t � X ,- r permit to cons ,PERVIUOS DRIVE. IIaO SO.FT. „ 1 54;x.. w IF' 1 M1; �,,,ul_� 952 x I x 0.17= 162 CU.FT. The location of , cesspoo/s & public water shown hereon ares -_� 7s 1190 x 0.7' x 0.17 = 142 CU.FT. from field obse Sand or from data obtained from others. , ,,• �° s, 304 CU.FT. 'ON To � rNl . f'==” .:>'..' .S LIC. NO. 49618 304/42.2 = 7.2 VF ANY ALTERA770N CTHIS SURREY IS •V7oLA770N Cyt PROVIDE I OW 8'� x 8 DEEP • OF SEC770N 7209C EW YORK STATE EDUCAT70N LAW. PE ON/C r-. -ORS, P.C. '' EXCEPT AS PER SE 2O9—SUBD/VISION 2 ALL CERT7FRCA 77ONS (631) 765-5020 FAX (631) 765-1797 • HEREON ARE VAL/G ` IS AMP AND COPIES THEREOF ONLY IF P.O. BOX 909 AREA=8 811 SQ. FT. SAID.MAP OR COPi THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE HEREON. ' SOUTH DN.TRAVELER1971 T 13-118 Test Hole LOT NUMBERS REFER TO "MAP OF WASHINGTON HEIGHTS" SCDHS Ref.# RIO-13-0027 by McDonald Geoscience N 3lIB/13 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON o - EL f9 DECEMBER 29, 1927 AS FILE NO. 651. Dark Brown Loam /'y�` }�� .. ' 1 I1 OLU VEE I Vii. �I /_ li. ✓ I' • brown Clayey Sand �p With 10% Gravel Sc l i ,:ivp.t�r_f�{ Pale Brown Fine to 2 14x5- _ Coarse nd SW �vEN SUFFOLK cI U T Y Y0 Water in Pale Brown L 1®®®-41—®1-14 Fine to Coarse Sand q �� ,g y �v r� 1 z SW s� % FEBRUARY,20, 2013 .(32_1' � 0 r -o JUNE 14, 2013 (ADDITIONS)ADDITIONS)APRIL 8, 2013 ( PROP. SEPTIC SYSTEM \,N� % G ( 2 BEL-ROOMS) / �aS \�, �r I - 1000 gal PRECAST SEPTIC TANK *IN 00_,---®®� �% ���'o \ \ t3+ y 2 - 8'0 x 6 effective depth LEACHING ®S Pve\-he \G ��®�-�Q�oe�cs. %\®� c' �`� POOLS 3'above GROUND •CN sem . N p•, J WATER WITH 3' SAND ��0\AG /!i ( /- ``0 2 "; COLLAR (SW) `ow �� g ` .v J'• ��� \ eil ----- 504C). Ns6. ensu ,° °� :7---- / PRo � Roo 22 \�N E�.\3 �� '0.-.. —/oo \ \ . oaP Nm Ftp ���c��':�` �? ra G� • -----:k 0 0\ ------- , 10' --- . \ Gol� �'•` GR. �rjNEQG� R) i� \NP�` �°� CON Ec6 .,.,,_12.3i440,4111 09' � 1,0 cASi30 o , w '03 `o\°- 182 5 6leck \ c 1 PreoL 6tll�e �Sf�2sED ►meo- jA-5 14eeben CERTIFIED TO: ROBIN WALDEN -EI Re- c U�yn u1 � NAL-- /4,77/,' ADVOCATES ABSTRACT, INC. �� �\G �P STEWART T .LE._� Z:l tF W.:7•:''''',. ®�N pve ELEVATIONS REFERENCED TO AN ASSUMED DATUM. /'• 't" ,_,---7.------,i' \ `o�E0\A- / am familiar with the STANDARDS FOR APPROVAL /r ��� , ',Zi\;' -'6 '\ AND CONSTRUCTION OF SUBSURFACE SEWAGE r .=b. c ' E'::;, •. ;= ,;3_ �' RAIN RUNOFF CONTAINMENT DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES s k `` „; and will abide byt v-:-:-....:22.:: i;l F PROP. HSE. 952 SOFT. the conditions set forth therein and on the k ;.' i'•= PERVIUOS DRIVE. 1190 SO.FT. permit to construct - \\"-;" � j.��, 952 � ��i yXl~M `",,,,_`' x f x 0.►(= 162 CU.FT. ." 4,•�_ The location of well,, cesspools & public water shown hereon are �`~ �` r;'" 1190 x 0.7' x 0.17 = 142 CU.FT. (1:07C:731‘.' �'�-`.f;ri 'L,. r' 304 CU.FT, from field observations and or from data obtained from others. 304/42.2 = 7.2 VF ANY ALTERATION OR AbOITION TO THIS SURVEY . Y.S LIC. NO. 49618 PROVIDE I DW 8' x 8 DEEP OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW/ON �ON/C SUS 17�YOBS, P.C. EXCEPT AS PER SECTION 7209—SUBDI 14 SION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 AREA-:9 811 SO. o SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOLITHOLD, N. Y. 11971 ��®�� J f I Test Hole LOT NUMBERS REFER TO "MAP OF WASHINGTON HEIGHTS" SCDHS Ref.# RIO-I3-0027 N by McDonald Geoscience 37IE/13 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON EL 19 DECEMBER 29, 1927 AS FILE NO. 651. ,i/ DOaL Brown Loam SURVEY OF PROPERTY " !\--- IA T GREENPORT Brown Clayey Sand With 10% Gravel SC TOWN OF SOUTHOLD 8' Pale Brown Fine to fa o SUFFOLK COUNTY N. Y. 1415 _ Coarse Send SW /' gT 1, c` T 1000-41=01-14 Water in Pale Brown �tt �� 16 2� r Fine to Coarse Sand SCALE: 1 =30 17' s_s `y FEBRUARY 20, 2013 �� APRIL 8, 2013 ( ADDITIONS) PROP. SEPTIC SYSTEM \�ti G� JUNE 14, 20k3 (ADDITIONS) G ( 2'BECROOMS) 3 ���• <ro �`�' m I - 1000 gal PRECAST SEPTIC TANK \14P's ZI 0' o ' t` v 2 8'� x h G 0 wA : O� P µ C � it;Vr ��Q7�g ` :L ;i" Tn,}lE� !I 6; effecfive depth LEACHING SOT QVO�-� 1rJO'( .J\c LJ1 l-DOLS 3'above GROUND (N ` 1\•3 y t Ip 4 aF�,�4 t�.�:i ��t{I k�t]P.A l' WATER WITH 3' SANDigs ' f COLLAR (SW) °wEP\G •.\ �' ! ` � "�?iIJI , , b,: s �iI '( \li,, 0�E 0� 3Ali �� a 146/.34'5p `' ,04i, 'C N' -' 1! II \ ?,, e,S.RooM22 lag ,� 2 s 2°13,,1,,4,REF.NO.�.�o—l- - DID2.2 rUIrMg:RFS' . s..10 0 01' VI \ \ , o-o `°m. F 0`'' '% i i �? << `l �El?RC t 5Z N /�' CP-43, I" 9 \ :::��R4EFROM ®ATE ®i= ��i�� 0OIAL- N � 6• G u s GR• ,. I �� �� `Zz J� � VO 00-`� P I gra; � • ✓ 'o o 50"� ����NG OA SUFF. CO. f 1 ALT J 5��4/fCES' �� �gn. w 561 <� EXCAVATION INSPECTION REQUIRED 0�f f��0Gr IBJ a,�T I I`6a 6'�f d'• FOR SANITARY SYSTEM CERTIFIED TO: BY HEALTH DEPARTMENT ROBIN WALDEN ADVOCATES ABSTRACT, INC. - -s-'' \ S T-14 N.:w),0 E ";Qi VVO 1,0\ c ELEVATIONS REFERENCED TO AN ASSUMED DATUM. ,'' a- P�ET2 '- ' ' oG / am familiar with the STANDARDS FOR APPROVAL c\, s ,c< \ ! s u}� <� AND CONSTRUCTION OF SUBSURFACE SEWAGE k` iy.� 1 k,> i DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES , ,y P '��;4, � �4! RAIN RUNOFF CONTAINMENT and will abide by the conditions set forth therein and on the `nK � A [�rT�9 PROP. HSE. 952 SQ.FT. permit to construct. � � PERVIUOS DRIVE. 1190 SOFT. 952 x I x 0.17= 162 CU.FT. The location of wells, cesspools & public water shown hereon ore C`E'° �� 1190 x 0.7' x 0.17 = 142 CU.FT. from field observations and pr from data obtained from others. 304 CU.FT. ' f • . Y.S. LIC. NO. 49678 304/42.2 = 7.2 VF ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ' TS PROVIRE I DW 8'0 x 8 DEEP OF SECT/ON 72090E THE NEW YORK STATE EDUCATION LAW. bONIC SUS r" YORS, P.C. EXCEPT AS PER SECT/ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 AREA HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 AREA-8,811 SQ. Fr. WHOSE MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 13-118 i 3°13 ac LOT NUMBERS REFER TO "MAP OF WASHINGTON HEIGHTS" r 7 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ONlejl// DECEMBER 29, 1927 AS FILE NO. 651. e---------- SURVEY OF PROPERTY 1I .. A T GREENPORT VENAE TOWN OF SOUTHOLD - N A SUFFOLK COUNTY N. Y. A T� <<.�, 1000-41-01-14 R �IL� s� ..- SCALE 1'=30' \ ,1 'cam FEBRUARY 20, 2013 G N+ -o6 JANUARY 7, 2015 (FOUNDATION LOCA 710N) 0.1 NN�� (�� mC� EY. 10k S'll' JG�P� 50 DO , c.1‘ -7-9�� / �0 Qua ': �` `a' t‘G . c.1% tc% i rr 5) E C E [ W E rill ' JAN 2 2015 ILI) o,Pi. �O GOr1Vo ceiNOp,(� o \ G c u 1 0 c r. ,N �‘ f...-,0„. ....•2s O 0 2 y '� �0� a- 0 -v4 BLDG DEPT 1. �9 TOWN OF SOUTHOLD G) NN ,sit �q�t DRIVEWAY I/ +, �1 t oa No 156' 8 . " \ -o .. 0 ° .i 4.' L (S) � 40, Jc�' w-' vI� .34,5vA l `' o_ 061011C"O-�e i CERTIFIED T0: ROBIN WALDEN 24 u� �P.�RI STEWARTADTITLES BSTRACT, INC. c. ANE G 1�' �-` -e,OF fkit• v0 , %,-Pi �y ��ilT�d AREA=8,811 SQ. Fl". i f ) 1,- - x+rA...„i The location of wells, cesspools & public water shown hereon are to., �; �F° ;tu '' �'ffrom field observations and or from data obtained from others. ELEVATIONS REFERENCED TO AN ASSUMED DATUM. 1 ',`l am familiar with the STANDARDS FOR APPROVAL ' , y •= r. N. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION AND CONSTRUCTION OF SUBSURFACE SEWAGE "ECONIC U' EYORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF and will abide by the conditions set forth therein and on the P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR permit to construct. i! 1230 TRAVELER STREET 13-118 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 "' SCDHS REF # R10-13-0027 •SUFF '`: �;'�` ''fg ��c r� .a �� �ED �� ® r SURVEY OF PROPERTY Air ���° �°..�, a��;�L� �.siliwN ®6� �tim o t�,- A T GREENPORT l k 'R 0 4 2015 Hs Ref.iso° ► ill _ Q b, , ;��� �.,�:^ti°��ee� TOWN OF SOUTHOLD �� =I supply fuellilies 4+ cD �vt c�ia�ns •" =seer su;.i° , 4 �r,�cs and fend 8� �r, this .�� �,c►►�Cr��c� SUFFOLK COUNTY, N. Y. k5 �1�tanrre;cefdi+it�d 11Y 6Ei�l�.t�O�ci�. �% inu, �l��Ia�R Air°°� v1E 1000-41-01 14 • I= E m� A < SCALE.• 1'=30' ' gT �e� o FEBRUARY 20, 2013 �� � Office��Wastewater Management ---•-- � �� ts 'S 2015 (FOUNDATION LOCATION) JANUARY 7, c FEBRUARY 29, 2016 (FINAL) ii$ dO �� tP� G `�P' �Gm moi. TEST HOLE DATA ,e3 �� �► ��' McDONALD GEOSCIENCE O. r �- -9 �Rl ����1 cr -9�, F` 3/18/13 -f A. e�\G\14 15Q OQ PSR\9NE 28- ,o'\\ toy F� �� r EL 19 0)' Pv / w� 393 o MSN \ c^ 0 DARK BROWN LOAM `�- �' " v����NG l o.� rcP2 .:. s t� 1, 044C-‘-°14G QrE 1,-rCP,i , �, ��F BROWN CLAYEY SAND , \ % WP R J WITH 10% GRAVEL SC 67•3r 0- 343' 'IA G •� 8' PALE BROWN FINE • TO 1461 kpl 3 �oR-E Np4 `° `rP ,� � Fy,$9 ,p� COARSE SAND SW 2 S�GuS ` \q;J £pOR�! - 14.5' ' G - WATER IN PALE BROWN D P �` '. < SW E TO COARSE SAND rp of �W FR. 9 �M't,''''a,;y o • �' <2�, r 17' c 3�3 '" �� FY2 \ y `y� 12©2- 8°2 <oNJ1Z�% R A DRivEway y • ��SEPTIC LOCA77ON A B � �0 Nom. �.:\1G 'l ��� �56•akaJST 15' 19.5' s �► � 40� �0APR 0,6 --� LT1 28' 12.5' to coNcR�� w• ` /ice l‘kQoe TO BUILDING DEPT. L T2 37' 26' Q O NG WN OF S®i7THULD �/3 .o 0 6�.3�5 ©-.s2 w s SEPTIC SYSTEM CERTIFIED TO: (2 BEDROOMS) ROBIN WALDEN (13 1,500 GALLON PRECAST SEP71C TANK P�R� ADVOCATES ABSTRACT, INC. [2] 8 FT. D1A.x 6 FT. effective depth LEACHING A. �W STEWART TITLE POOLS 3' ABOVE GROUND WATER �Q1 ZQVB\'\ WITH 3' SAND (SW) COLLAR .M-C\A AREA=8,811 80. FT �� ;��-�,� 'F� .. .4-';;;"-IC UE-- LOT NUMBERS REFER TO "MAP OF WASHINGTON HEIGHTS" r C.'' �'m% `"O. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON s' . 1927 AS FILE NO. 651. T~ '`�' DECEMBER 29, = gry The location of wells, cesspools & public water shown hereon are c from field observations and or from data obtained from others. ELEVATIONS REFERENCED TO AN ASSUMED DATUM. e'er% .4 N. Y.S LIC. NO. 49618 I am familiar with the STANDARDS FOR APPROVAL : - YORS, P.C. ANY ALTERATION OR NEWW YORKO THIS SURVEY A A VIOLATION AND CONSTRUCTION OF SUBSURFACE SEWAGE ��; ., 020 FAX (631) 765-1797 OF SECTION AS 72090F THE 0 STATE EDUALL C LAW. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF and will abide by the conditions set forth therein and on the 1230 TRAVELER STREET 13-118 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR permit to construct. SOUTHOLD, N. Y. 11971 WHOSE SIGNATURE APPEARS HEREON. • DO NOT PROCEED WITH DRAINAGF INSPECTIONS ARE REQUIRE • • • FRAMING UNTIL SURVEY Contact TOS Engineering at 765-1560 bet; • OF.FOUNDATION LOCATIO^! Backfill,OR Provide Engineer's CertificDtior. (-IAA PPR(Alrn,nvic ` �'rrr_ a "-_ _ rc csrl S'�r � .7. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION j� . ,_ moi/ CONTRACTOR NoTES .1.. _.i. iai ,,,.., General Notes: Mini 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND �, REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Ird'eci-X...i m vtill ,./,e;, / •1 I:IEI 1 iniM ! u h lliII II.'" 7 /II'i�'�i Wood: • 1. All studs to be SPF #2 or better, and, all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ; D .A.K ASSOCIATES, LLC2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. residential &commercial design•engineering•cornuttrq B• LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Man Sheet phone: (631)767-6071 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton New Yak 11978 hDC (631466-3354 E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. * �ee�+ooaAtrr,atceNAssociates.uc• - CastrrdtIpnAssoctotes,uc AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES 6. Plywood sheathing. OWNERSHIP & USE OF DOCUMENTS: G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All Plywood sheathing habe inl accordance ecotiwith the twoAmorican Plywood Associationith i (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3 b. shall be continuous over more spans with grain of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7. All sills shall bepressurepreservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED •STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALLprepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OF' INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE a s / An rOTED PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. • DATE: °/ .th D n X___ 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: i:24/ do ov: a` Fv = 285 PSI eG 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = F 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, NOTIFY I TO 1 f FOR THEI:1 ' a;.i„lal2 AT THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. FOLLOWING 2 F AM N!h! ^ECTIONM: DEERKOSKI, ARM& KEHL ASSOCIATES, LLC. NOTE 1. FOUNDATION - TWO r� :OUIR:D 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS FOR POURED COC2ETE 2. ROUGH - FRAMING & PLUMBING BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. INSULATION 4.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH HARMLESS FOR ANY RESPONSIBILITY IN ARM & KEHL ASSOCIATES, 4. FINAL - CONSTRUCTION MUST THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, LLC. INCONVENIENCES TO THE OTHER NEIGHHBORS. 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISHBE COMPLETE FOR C.O. LEVEL OF THE FIRST FLOOR ARE TO BIE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND ALL CONSTRUCTION MEET THE PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES ALL ES OF SHALL HE WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE YORK STATE. NOT RESPONSIBLE FOR 1 2. THE CONTRACTOR IN COORDINATING THE: WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO • OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE DESIGN OR CONSTRUCTION ERRORS. RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE • REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBI'_IT�' FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY _ 1 4. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR �i �P; ;='�'�` y','I i 1 til L CODES OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NEW YO ,K s-rA I & TOWN CODES RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. AS REQUIRED AND CONDITIONS OF 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARE C.:, MONOXIDE DETECTORS ✓ SOljjt{Q!DTO>�dNZ5A . SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. s. --un n ,1A'r . III 1 '1::1 S ___ 4r„'„un n Tr;.h;t:TRIISTEES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �_-...... ..-,�..� I\i'l.c.nil^ GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. ,MENT REQUIRED HAZARDS CATEGORY 20 lbs/sgft 120 (mph) C SEVERE i 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B NOTE: DESIGN CRITERIA ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ' ROOF. DRAT\AGE CALCULATIO\S: PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS OCCUPANCY OR IS t ' (in pounds per square foot) NEW 1400E AREA = 286 sq/ft USE IS UNLAWFUL USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 3 THROUGH ROOF 60 10 ROOF ROOF TOTAL INCREASE IN AREA WITH COEFF. OF 1.0 WITHOUT CERTIFICATE USE OCCUPANCY EXTERIOR BALCONIES II (ASPHALT DRIVEWAY REMOVED) = 109 sq/ft WITHOUT 2 OF OCCUPANCY RESIDENTIAL R-3 DECKS (f) 40 10 3 V = A x R x c SECOND FLOOR A = 1124 sq/ft TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 BATHROOM _ R = RAINFALL = .17 ft TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 3 C = COEFF. = 1.0 B IGTCHEN V = 1124 x 1 x .166667 = 187.33 C.F. ATTICS WITH STORAGE (b,e) 20 10 3•• 2 ' 2" 2,. WASHER TuBz ,, , PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS •�� SHOWER 2- 40 10 SECOND FLOOR I�. �I 2\ 2' SECOND FLOOR 187.33 C.F. / 8.73 C.F. / VERTICAL FT. = 21.46 V.F. HEIGHT FIRE AREA SLEEPING ROOMS 30 10 3 2" �2 3• 2 2 USE (4) 4' DIA. POOLS 4'-0" DEEP = 3.5 V.F. OR WZLIEN HEIGHT, BUILDING. STAIRS 10 3,. 187.33 C.F. 22.34 VERTICAL FT. FT = 8.39 V.F. THE VERTICAL DISTANCE 40 (c) / / FROM GRADE PLANE TO 3^ 4'-6"'THE AVERAGE HEIGHT UNLIMITED AREA OF THE HIGHEST ROOF AS PE3RSTORY TABLE 503 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 `= USE 2 6' DIA. POOLS 4-6 DEEP = 9 V.F. �_ ESIDENCE SURFACE = 2S-2543" 1 AS PER SECTION 502 OF ROOF 30 10 3•, THE BUILDING CODE OF NEW YORK STATE. W .-2J-- PLUMBER CERTIFICATION Main Street a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- FIRST FLOOR FIRST FLOOR ON LEAD CONTENT BEFORE 5 , POUND LOAD APPLIED OVER A 2� -SQUARE-INCH AREA. 3" TOTAL HEIGHT FROM RIDGE TO GRADE 27'-9/$' CERTIFICATE OF OCCUPANCY Greenport, New York, 11944 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. ----3-7r-- SOLDER USED IN WATER SCTM# 1000-41-1-14 LUMBER SPECIES AND( GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY SUPPLY SYSTEM CANNOT DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING {�EA�- OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER C.O. A. VENT e EXCEED 2110 OF 1% ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. ' (ABOF. VE GRADE DRAWING TITLE: C.O.,/ 4-"C.O. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 3 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER 3 ACCORDANCE WITH SECTION R802.10.1. PLUMBING -��To SCWA APPRO�/ED GENERAL NOTES 4" CI SEWERAGE SYSTEM e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS HOUSTRAP &WATER ALL PLUMBING LINES A TDBING WASE PLUMBING RISER DIAGRAM TABLE R402.2 TESTING BEFORE COVERING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE PLUMBING RISER DIAGRAM (NTS) SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) NOTE: ALL PLUMBING PIPE SIZING TO COMPLY WITH NYS CODE -, CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT NA FIRST FLOOR (GARAGE) 952 sq. ft. SEVERE (b) SECOND FLOOR (LIVING AREA) 952 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE SEAL: DATE: LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME JULY 6, 2011 ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT NO: ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS - ©COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. 1041-201 1 GARAGE NA NO SUBSTITUTIONSDRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ATTIC (GARAGE)(a) SEE ABOVE BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENITS. All Framing Hardware Shown on these Plans,Unless Otherwise Indicated, Is Simpson Strong- UNDER FEDERAL COPYRIGHT LAW. CMA BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: Tie. No Substitutions are Approved or Authorized. SCREENED PORCHES NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. �oF NEyv JJD SUNROOM NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF -- �P, y SHEET NUMBER: DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO Due to the Relationships of Framing Hardware X5.1• DEER O� THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES, LLC. rtelip, '`rp `? SHEATHING NOTES: to the other Components of the Structure, any ..! Siq COVERED PORCHES NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE > .-�1. �" ' • * G1 COVERED ENTRANCE 24 sq. ft. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THIS NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render - . . PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. � ,r������.�'�•� � & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the rn E.',y.:._.;•' POOL HOUSE/ CABANA NA Z1.:-',v-:-.,.,1; w FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Res onsibilit for +,:�; �� UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI Assuming Responsibility Acceptance of these drawings does not authorize the right to build without F` ' , C? • the Design and Performance of the Entire System. the authorization of local governingagencies, such as Suffolk CountyDept. �'/ '72`'� �`� DOB NUMBER: OF (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL 1 SHEATHING TO BE NAILED TO CCA SILL g p ''G�� ,,` (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ( ) . � (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. -... ..t.> (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMES E " 'SKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D•A•K ASSOCIATES,uc r (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE • • /309,.. /9/>A4/;;K, , ;://, /7 SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OFdr , • ' •//7,-/, /l�% :;,` �l/ TWO 8d NAILS THIS NTS 2 0 I__ T S 2 0 // -DOUG-FIR LARCH / S0. PINE UPLIFT SIDE OF TRUSS. FASTENERS ALLOWABLE LOADS '•2 LOAD / \ / LATERAL WITH TOTAL FOUR o /. Oen"i is _ •� MODEL GA UPLIFT UPLIFT 133 160) 8dx1i° CODE 8d NAILS ' o j/„•■ , �r�� III fIIII® 'h' , ;moi \, / / lid G4 f- w � // NO. TO AVG ( / REF. INTO TRUSS _- RAFTERS TO TO ULT. NAILS / � • °o / PLATES STUDS (133) (160) F F2 (133& ./.72,-'-_:_�1_l � 1��j ���1:� �y — . 5r.�r. t TRUSS ) - STU 8"- o -:i� 160 SIMPSON PROVIDE EI ING JOIST T ON D ®A®K ASSOCIATES LLC NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ' TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - SIDE OF CEILING JOIST PROPER INSTALLATION PROCEDURES / �� /1 /1 - AND ON SIDE OF RAFTER ' '�� i= residential d•commercial design•engineering•consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 • •' '�� S __-..m111111111.11111r IF . FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) I� TWO e I o = ARTR-x12 ,.• iv 506MciIS t phone: 9631)761_60" DIMENSIONS (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL' o / •• • ti • MODEL GA UAVGLT. LFTA LFTA REF. INTO ''o i °• • Westhampton Beach,New Yak 111978 tax (631 -3954 N0. MAX. CLEAR PLATES po WIDTHSPAN L 0T' DIA li" 2" 24" 3" 3r 1 " 2" 2}" 3" 3r - `� EIGHT 1 • 8d NAILS �, S P 4 •formerl�Ea�strrnd Auociate,LLC INTO 777 /�f% %//% �T%/ /% �J/7��/%/J� = � LFTA 16 2 " 17" 38i"16-10d — 4200 1205 1400 5, 44, 85 STUD =• I \• I \OWNERSHIP & USE OF DOCUMENTS: 2 DOUG-FIR LARCH / SO. PINE3 • °° FASTENERS ALLOWABLE UPLIFT LOADS _ • o° These drawings and specifications including the MODEL L AVG 10d 10d x 13" CODE _ •' NO. ULT. REF. LFTA = LSTA21 1od 1od x 1�° • ideas, design and arrangements represented (133 / 160) (133) (160) _ therein, are the property of D.A.K. ASSOCIATES, I LLC. No part thereof shall be copied, disclosed -44- 4 i MTS16 16 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 °° • t0 others Or used In connection with any work �� ° or project other than for which they have been _ prepared without written consent. . MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTi-x12 • �� II Simpson Strong-Tie 3 HGA10 LST20 20 12-1Od 12-10d x 14" 2383 775 720 720 3, 41 COUP DETAIL f? H lillril.' COUPLER NUT 1i EgUQI number of DOUG-FIR-LARCH/ TYPE OF DIRECTION S0. PINE CODE I ' specified nails in MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. 411 N0. TION FLOOR ROOF (133/ • I_. each end 1/ 11 (100) (125) Iso) Simpson Strong-Tie DETAIL "K II 515 645 670 !II ,1 "" ` CS16 LTP4 5 J 515 645 670 6, 39, 97 • i=i DETAIL "H" H 515 645 670 DIMENSIIONS ALLOWABLE TENSION LOADS1 (DF/SP) (133) ARTR-x12 STUDAVG DEFLECTION DEFLECTION CODE 1: 411 STU MODEL MACHINE LENGTH OF BOLT 23 AT AT HIGHEST �" N0. BASE BODY a AN SHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWAB ET ALLOWABLE REF• •i d HB SB W H B SO CLDIADESIGN LOAD DESIGN 00 �SIMPSON GA GA On DIA WHEN RAISED OFF f���` o • TAKE-UP WASHER 1�" 2" 2 " 3" 3}" 5}" LOAD THE SILL PLATE o 1 .10%h, o HD2A 16 12 41%" 21" 2r 8" 2,�" i" 17" i" 2 �` 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 4 ° o I _ 1- eN. • ' ART$"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG _W L STUD PLATE ULT. z / SP 2RODE _ at!7, 40, 127 4111t:f MID DENSIONS FASTENERS (TOTAL) AWORK NOTESMOODEL R LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 • DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE I. MODEL REF. NO. CA W L NAILS (1000) (133) (160) et, Simpson Strong-Tie MSTA24 18 13" 24 18-10d 1025 1370 1640 7, 40, 90 N L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END SPACING REF. HD2A Irl (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ' Simpson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE Ip��- H6 CS16 150' 14" 16 CLEAR SPAN +31" 1�" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES 114--- MODEL DIMENSIONS FASTENERS ON. DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE DETAIL 'fFlf NO. GA W H B tOd 16d JOISTS ULT. (133) (160) 1od 16d 10d 16d 1od 16d REF. ALL LIABILITIES PONFTHEIOCONTRACTORER, •PLACES LUS46 18 3?5" 4r 2 — 4-16d 4-16d 6076 1140 1160 — 1000 1150 — 1250 7, 40, 127 = DETAIL "I" 8 — HUS210-2 14 33" 9{ 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 - -3 ARTi'x12/ SIMPSON DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS • 7-STU • FASTENERS UPLIFT LATERAL CODE _ TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. 1 NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 I • HGA1OKT 14 4-SDS1"x13 4-SDS "x3" 1523 435 435 1165 940 _ • 3 1 ' ( r/ >""00LER CNW- !!' SP4 _ =• NUT TWO 8d NAILS THIS it CNW- STU g"- SIDE OF TRUSS. I gils COUPLER NUT 5p4 8 TOTAL FOUR i/. • o o SE A MINIMUM OF ``` /SI M P S ON 8d NAILS - TWO 8d NAILS THIS - ilikN„..„_ ,,✓ MTS1611441%14-1,0 �p� III STU LSTA21 - SIMPSON TAKE-UP WASHER INTO TRUSS / - SIDE OF TRUSS. � I = SIMPSON ' TOT FOUR V: MTS16 HDZA t ('�) v • o .. Strong-Tie Bd NAILS TAKE-UP WASHER LSTA21 �Y ilia INTO TRUSSiii - HUS210-2 iill1111111111111111111111111V 0 i -qgIIIIIIIIIIrAi Two ��� F b.416"‘ Or. `�-kf_ PROJECT: ___ _ 1 �, _1�' wALDEN 8. AIL ,oo d `^-. v •� •,TD ° ; IANCHOR BOLTS EIGHTPLATES °mo TWO .'I p �� I 88d NAIL` .. 8d NAIL• oo ''I _� INTO INTO "A"11 .\ STUD Simpson Strong-Tie PLATES ' 'po DETAIL A ICD H7 EIGHT 8d NAIL .. I ® DETAIL "Dff DETAIL "G" DETAIL "Jif INTO \ otoottim STUD Simpson Strong-Tie \ H7 114.. ' Simpson Strong-Tie RESIDENCELFTAEFTA 1 �' � ROD SYSTEM - LFTA __Itr I 10 Main Street I -'-1: BP Greenport, New York, 11944 - = SCTM# 1000-41-1-14 •� 111111140010.%" Y CODE RSCR T VE SIG \ MIIII k111111\ . Y. STATE E \ ER G DRAWING TITLE: SIMPSON WINDLOAD 1 . b..„,,s.,..........LAS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, CHARTS & CALCULATIONS LTP4 v SECTION 101 .4.4 ADDITIONS ALTERATIONS RENOVATIONS CR REPAIRS, DETAIL "L" & / LTP4 1� \.I LTP4 ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS '101 .4.4.1 — 101 .4.4.3 STRONG-TIE DETAILS I `•� I'I ft tl °SET: ISSUED FOR: DATE: ee•a.• ,gip DETAIL C 101 .4.4.1 ADDITIONS: `•� ��� Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS (CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY �� Floor-to-Floor Connections CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. .al SYSTEMS TO COMPLY WITH CODE. SYSTEM(S) SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST • • ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOU'S CONDITION OR OVERLOAD EXISTING & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: BUILDING SYSTEMS. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LTP 4 ' DETAIL "B" JULY 6, 2011 LTP4 101 .4.4.3 OTHER ALTERATIONS (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT NO: WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 1041-2011 Simpson Strong-Tie '` APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN MANY 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE CMA _ � TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION , ,,OF NFU✓ CHECKED BY: OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. NO SUBSTITUTIONS \ \ ��P S�. DEE rod\ JJD � \ate��o\ -\,SHEET NUMBER: SECTION 402 All framing hardware shown on these plans, �� `a i �•, unless otherwise indicated, is Simpson Strong-Tie. •� ,' ,: „i;,, - w G2 BUILDING THERMAL ENVELOPE No substitutions are approved or authorized. �`r' �. ' 0 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET Due to the relationships of framing hardware to � ;�r 072`^'\,`c' THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. the other components of the structure, any framing i``--`:�' .. , B NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI, PE assuming responsibility for the design and © D•A•B ASSO(3A1E$uc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOW\ DETAILS %� >' %%/!/ -ei/V!%' % . , ®. amu lh ®� ` �% V , SEI "I .:I. \moi .r. 1 a .VA/ '1 f ilin IF-1.11111MIE111112U25 111111111111.a • D .A.K ASSOCIATES, LLC Presidential & commercial design. engineering.consulting • • 506 Wdn Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax (631)466.3354 A A A All Headers To Be A A A E-Mal: CArm6838koLcom AlHeaders To Be Deerfoosld,Amt&Kehl Associates,LLC aom�y East rill Deign A3sodates,MC 301 • 302 303 (2) 2x10'5 Unless 301 302 303 (2) 2x10'5 Unless 7'7777%x%//7/7"/. //%//j/%7% • Otherwise Noted Otherwise Noted OWNERSHIP Sc USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed • • to others or used in connection with any work or project other than for which they have been ,+' 28' / prepared without written consent. / 28' / / 7' �( 7' 7' ¶ 7' / . / 7' 14' 'I 7' / • Masonry Rough Opening for Masonry Rough Opening for 1O'-O' x 8'-0° O.H. Garage Door Opening 1O'-0°x 8'-0° O.H. Garage Door Opening cu 'f---2 -6 10'W x 8'H Garage Door 10'W x 8'H Garage Door • — _ ,— •_ •• t •♦ �, �1)3 x 14' LVL's — F H II* • 0111 3�x 14' LVL's — 0111 Header Header F _ . ::,_ —1 I ?, _. a, \ Coco �' I I in Tol I I 1 I I I _ ,, I o O Kitchen M I l� `'� Sink r r —3_ el'P.C. Foundation on Above 16'x 8" Conc. Footing rim- - Min. 3'-0" Below Firiol GARAGEWORK NOTES: Grade, 4°Dio. Steel Column With 10"x8°xlz Cap and ` o GARAGE 12's 12 x,1" Base on 3'-0"x 3'-0°x 1'-6' Conc. Footing with (5) #5 Rebar Each Way (1) 5 Y"x 20' LVL Girder or(4) 1 "x 18"LVL's Lag Bolted as per Manf. Specs. 14' (Continuous Dropped Girder) M Tub LOCATION OF PLUMBING; Washer / ° 12'-3" .01-3'-6"--/ 12'-3' -✓" Above IN OVERH Above =7,- — b — — — — p v co co CU 101 2) / 0-%I- I Fl ! . J`— , 1, Drainoor (--) , I / O Mid Above CoCJ --. 1 ` -iv //52' i, • Vanity �.1i co ;-. WIC Above° / II 52'// `--' 0 32"-,/ /./31 Above III I / 11'-6" -e, '-6 / 11'-6' -/ 0 III NMI 11 Ma IMIIII -ML MD t 4, LOCATION OF PLUMBING 4, ,/�,4, ( ) i�_ R 2 1 �,x 9�' LVL BENEATH SLAB _ 2 1 �x 9 am LVL.---------r- ) H , Flush Beam / G'-7= / Flush Beam N r\ 4 AY 4'-1' f 2'—/ I 1- PROVIDE VENTS FOR I I — ^ _ _ ALL DRAIN LINES °° — 15R 7.639 ^�'- X ,= 1R x L. • •N (hill- -� Top of Pit Foundation o E" .-i'cv I s o to be Min. of 4' Below r` - g cu / M i' I � Top of Slab. m `0 o — . in PROJECT: Co / \ ♦ ; cu � I �` 1 7 r-- 3068 r •♦ ♦ ----4— _ r • 3046 �N 3C68 mo` 3046 INA t 7 I LineofOverhang VALIEI\ HOUSE TRAP �I ll� PIT TO SCDHROVE '�� ESIDENCE APPROVE Top of Stoop Foundation � � raoo� = `V Girder to be Boxed Out �,r SEPTIC to be 3' Below T of Toip (2)2x8 Hdr. SYSTEM Garage Foundation ; `l - u 6z6 ACO Post Bozell ( ♦ 1 I� I Out with 4 Material Verify in Feld if Step ) — I y \ 62"'�� Y/ 8� Wil be Required "DJ- J-6, ), Main Street / 11' 4'-8' J, 11' / Greenport, New York, 11944 / L8' / MI Headers To Be All Headers To Be SCTM# 1000-41-1-14 (2!) 2x10's Unless (2) 2x10'5 Unless 01therwise Noted ,� x'_22' 7 _92• 7 _92• G'-22• / Otherwise Noted DRAWING TITLE: / 28' / A A FOUNDATION PLAN 301 302 303 AND FIRST FLOOR A A A SET: ISSUED FOR: DATE: 301 302 303 FOUNDATION PLAN SCALE: 1/4"=1'-0" FIRST' FLOOR PLAN SEAL: DATE: JULY 6, 2011 ,,/- PROJECT NO: SCALE: 1/4"= 1'-0" (S.J ',..,; s 1041-2011 �--`" DRAWN BY: w CMA C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. , ----- CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��, F �,. .-SOF r�E JJD UNDER FEDERAL COPYRIGHT LAW. `1 � / \ ti�� PLANS MAY NOT BE REPRODUCED WITHOUT r– (<, 3. DEFR�o� SHEET NUMBER: WRITTEN AUTHORIZATION. .,.-' • `,•, �. tr, ; r °° ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r r r, Al O 1 D.A.K. ASSOCIATES, LLC. r ',,,,, '`: W THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ti 2 cy PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. •,:,„,-,--:....2_ 2`'° \x, \ DOB NUMBER: OF -C) .s S I O`A Acceptance of these drawings does not authorize the right to build without the authorization JAMES J ID •SKl`'- -E of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES,ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. a • REFER TO GENERAL NOTES. FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS �+�%! ' ////, ///,% f%'%%"` '% , ���a ri°r "° 11 i_.....,...... ___til �, I: , � , ae, / i bill ° Ii i iii ■ .. I ri -• i%, �,__ �� --�.�.- II _ __=_ ii a :/iii I ~ 1 • D o A e K ASSOCIATESiic I , residential & commercial design. engineering.consulting • 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 talc (631)466-3354 All Headers To Be A A A All Headers To Be A A A oeerkosa Arm a Kelt Aasodafes LLC LLC (2) 2x10's Unless 301 302 303 (2) 2x10's unless 301 302 303 Otherwise Noted Otherwise Noted OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, • LLC. No part thereof shall be copied, disclosed to others or used in connection with any work • or project other than for which they have been prepared without written consent. / 28' / / 7'-10" .( 12'-4' ¶ 7'-10' / Il -.IN • 3046 rn 3046 \ Is • I I • t 1 IT 71 a, i ,g1 N I U Oto /-2'-1' //5 'I ti 4 N, i I 2 O� 3 ♦ y IN 1 5 �' LIVING ROOM c. N. H Ir I— 0 o IllI 1l- 00 00 • N N II p I c" c� — KITCHEN I�___ WORK NOTES: 4 N 32'// 32" - /_-5' // 2'-9' 3'-2" 4' l' 3'-2' / 36'Ref. 8'-4' / .-+I(u --+IN --I(LJ CO (7 u tenet ('7 Fl;_ r ?\J o" CL o (2) 2x10's Flush Beam I icu _ ci.. .�N y' tip` og i1 2068/ 306'8 __ _ N ` M _ ► .--.10J • .....-12>8's Rafters- 16"oc. ✓ 2x10 Ridge 2x8's Rafters - 16" cCN . co ® I I °O 1 1. • ATTIC ` / ~ BATH /N �� LAUNDRY `� �„ ,o`�' t ACCESS -\ : /f52 ',- y --. �, ROOM / ro L N --,Iou Q •/ a 1/4/4 I ° SIN I \ 2668 0 -- c' \ .` .--,IN / T 8'-02' - / /� —3 -6' / 2668 1./ 8'-02' / 1` Au g CO O co CL. 10 6068 iI 6068 I r_ 3,1 // \\,://32' riU 82` / 11'-6' / o ` N N (;ND N // \\�N \\ — BEDROOM -1 BEDROOM I 51 // -+ I(U .IN 2" / 3'-6'—// 11'-6' / o i r` //52. 1 1 PROJECT: \I _1 vifALDEN „ „ , , , , 3046 ,.;4c-u 3046 u-) / G'-22" J' 15'-7' i' G'-22' / RESIDENCE / 28' / Main Street Greenport, New York, 11944 All Headers To Be All Headers To Be SCTM# 1000-41-1-14 (2) 2x10's Unless (2) 2x10's Unless Otherwise Noted Otherwise Noted DRAWING TITLE: A A A A A 301 302 303 301 302 303 SECOND FLOOR PLAN AND ROOF PLAN SET: ISSUED FOR: DATE: SECOND FLOOR PLAN ROOF PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 'SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 DRAWN BY: CMA C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: ------ ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED1 i, OF- NE-7- N UNDER FEDERAL COPYRIGHT LAW. /\, 5 ). DEEB, '0,; JJD \ �, enc ,vi„ ,,,, f— SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT r- �g``I' ..• ,;j >r. WRITTEN AUTHORIZATION. �_, _. ;•r , - ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF w Al 02 D.A.K. ASSOCIATES, LLC. u:�, 1' ' .' ,, .. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �/3 ' 072` ',<<> PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ''` 'Ss10.\ DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D,A-K ASSOCIATES,iw r Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. A../ .,: ..,.dapii d..,ffiCA../ REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ,,,�/,,� ,, �� , /� ' ,!ii ,/ 'i%% . i� 1� �i r MI gym ,ii 1 itt ` 1 = m ifr. 1- i �' •N� ■ ', T moi/ __' ��'�::�� i���� � "'11� � , di D.A.K ASSOCIATES, LLC residential &commercial design•engineering•conwMkg • . ■■■■1■■■■■1■■■■■■■■■■I■■■■■1■■■■■■■■■■1■■■■■■■■■■■■■■■■I■■■■■■t■■■�■■■■��■■■■■�■■■■■■■■■■■1■■■■., u II U lJ u u u u u u u phone: (631)761-6071 Westhampton Beach,New York 11978 hnc (631 466-3354 .1�11�1111111�n1111111111I1�n111111 I"�im1'�imn1'�m11"�mm'�imn'mml'�m1ll'�mn'�imnnl. .rnemlem1em11Im11I1111emlemi 'L. 506 Mdn stet ./ mm 11111111I1II1111111111111111111111I11111111IIm► �m e1111e1111em1e1111emlemleml MINUNNilemlemle1111em111, f .rI1Il 111■111�I�11B1I■n1�1■lllmll1�l■111m111�1■1111I�1111I�111m111�1■111�I�111�I�111�I►, r1�1�1�1�111■I�B�� - 11II1I111■IiB11mB11mI11m111IIIilImB11m111I1I111II1II111■I1IIIm11t11l1llimlll11ll.. E-Mal: CArrn&Snadcom 411M11111111111111111111111111111111111/11111111111.11111111110111111111=111111111M113111111111111111MIIIIIIIIMML, ,dim 11111111■111 Ilmlllm111■11111 nomu11m11m11111m1m11111i11111m111m111m111mnft U U ll 1rI111111111 1�11111111111111111I1111111�111�1111 MI 11111 11 1 LI I I L 11J II WJ H U U [JUL I 11m111m mmmem1lIm1IIm111m111�11111m"j► Deedoakl,Mn&Kett Associates.LLC•formerly East End Design Associates.LLC Im11111111111/11111e11111■Illmll 1 1 I 1 U LJ U ll U LI II U II 1 ll ll U IJ I1 IJ Ll ll L1 IJ LJ LIlll �I I_ 7�� �� 77 77��������� 111■III11111 1111111111■11111■III11/1111111II 1II1111I(III emle■me■m OWNERSHIP & USE OF DOCUMENTS: ILL I�LI_U IL1�1 II 11111IINIIMMI11111111IIm111m11111■II Iml1lll■1I \ 1 II I I jij 11ANAW11■111111111 II III IJ I I II H 1111 H 1111 H I IL HMI II H These drawings and specifications including the IIlIIl11111I11111I11111111111I1111111/1111111111111■11111■III1111II111111111II1111III111111111Iip U11011111111111M111111111111liNIIMINIIIIIIIIIIIIIIIIIMINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIMMI1151 11■11111m1 II111111111111I11I I LII III U Lll I IL H III LI I II ideas, design and arrangements represented 111111111111111111111111 II= 1111111111111111I111�11 J U U I emlmlm■linemleml U 1 H H H II Mill 11 H II H f therein, are the property of D.A.K. ASSOCIATES, 11111II111111111II1111II111111II111I1111II1111II 111111111111 HILL emlemnII LLC. No part thereof shall be copied, disclosed n111I1m11111111111111111MINIMM11111111=1 11 II L11 U H LLU II U U Ll 11 1111 I 11111111m111m1111111111MIIMII1m11111I1111111 I IIJ II H101 ll I H U I H LI U to others or used in connection with any work 111111111■111111■III1111IIIIIIIMIIIII1IIMI111IIIIIMNI11IIIIIIIIIIIIIIII11II1111IIII11IMIII 1111111 11111111111=11111111111111111111311111110111111111111111111 III IIILILL 1_11 LI II H II U U or project other than for which they have been 1II111111 IIIIIIII1I1111IIIIIMINII1IIIII IUM I NI I1IIIIIIIIIMMEIIIIII■1II11IIIII11IIII1I11111/N111 IMEM1111111Iem11111I1eil11em111m11t1111em1em1em1emleml RBI prepared without written consent. 1 111111 1� 11 111 1�1tIt11111 1�11111111111M 11�I�I1I�111 1111�11�11�111 111111 ■ILII111111111111111111111011 111 11111111 1 im 1� 111m1Iitr1■1�1 �11�11��� I �l 11 11 11 11 11 1 I I 1 11 I 1 1 III II 111111 II I 11 II I iiii• H II 1 I� ai _ 1� I lI I a Un z� _ � y .ate I - oe — c3 60 coo UoJ _ o"N - J n n a r LnIco Cu I Co CJ i W i ii 1 ki- - I MI III la l 1. • ill.IIIIIIEIIIIIIIIIII ,06 =. , - `u�--u--rr uIi's _______TA I _ u WORK NOTES: / -- . _ / SEE COVERED ENTRANCE DETAIL DETAIL C ON PAGE 304 FRONT ELEVATION REAR ELEVATION SCALE: 1/4"=1'-0" SCALE 1/4"= I'-0" • 1 U I , iiI1r11Igi11k,,_ ..11 1111 111/111 1k... ..gIIIIIrIm11111111eI1�i11.. .AII�11111Nr111INr1111►_ _.AII1er111 em11t._ _Il 111111b1-1 ._. . flUU HUH HIIU I) 11ll fi II U HID ill!I I 1 1 111 11 1 1 111 LJ LJ IJ IJ LJ IJ LJ 1 111 11 I I II 11 1 1 11 I l l 1 1 11 111 1 1 11 11 [I I I I I 1111 I I 1 1 11 11 1 1 1 1 II 1 1 11 11 1 1 II 11 I PROJECT: WALDEN RESIDENCE 1 1 I I ..L___ I I L I I a a - r� r In, a - I n a n > I 1 --II ¢-- — _o , I _ �, _� _ _� c, � I_ _n la Main Street - = T Greenport, New York, 11944 D a a a z D SCTM# 1000-41-1-14 *DRAWING T11LE: I _1 1 I I I I I _L I ELEVATIONS - AS NOTED n a r -1 � a n HHH a a R I a 11 I — ° ET: ISSUED FOR: DATE: n a a — a a aI ¢ r a — I I I - I I J ' I I ' EAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 DRAWN BY: I-I T ELEVATION © COPYRIGHT 2011 DCMA .A.K ASSOCIATES, LLC.LEFT ELEVATION RCHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �cOF NE!r✓ JJD SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" UNDER FEDERAL COPYRIGHT LAW. • � 3. DEE }"o PLANS MAY NOT BE REPRODUCED WITHOUT '���5 -�R��p�� SHEET NUMBER: WRITTEN AUTHORIZATION. -(,,iia. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF m '' u cc O 1 D.A.K. ASSOCIATES, LLC. • 1/':"%i'-'`‘',':::„,A1-..g, THE RIGHT TO BUILD ONLY ONE STRUCTURE ROM THESE 0 7v, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. �` DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorizationJAMES J QEERKOSKI E of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•I:ASSOQA1ffi,'lc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies grior to construction. • • REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS j',; 'i'/%/� ' ,%' u', % ////-'% 'j� 'SII' ikkW /1 ®� 4 Ail', lit II II W �1r` VII-111 . '"Al• I MN ilii 1AIii I ' 1 Ridge Vent T ®A®K ASSOCIATES,S, ac 2x10 Ridge \ 0 residential &commercial design•engineering•consulting 506 Mdn Street phone: (631)767-6071 • Westhampton Beach,New bit 1W78 fax (631)466-3354 • E-Ma1: CArm8888@aol.com Deerlcoski,Arm&Kerr Assodates,LLC.formerly East End Associates,LLC 77777 '. -7,77717X/%%7/1777 %7,'l OWNERSHIP & USE OF DOCUMENTS: 30 Year Architectural Roof Shingles These drawings and specifications including the Ice and Water Shetld i" CDX Sheathing 2x8 Roof Rafters ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed • to others or used in connection with any work • or project other than for which they have been prepared without written consent. • ATTIC • 2X4 Ridge Poles 0 32"oc. • . • • 2X6 Strongback CDX Subfloor N: Hurricane Strapping 1 2x10 - 16'oc. `' ('�J V 2u10 - 16"oc. c 222 J_ . 11_ 11) 5' Seamless Gutters — l R-30 Insulation =7 = R-30 Insulation — \ • 1"x 6' Azek Fascia J 2x4 Subfascia / 2210 Ceiling Joists - 16'oc. 16" Azek Vented Soffit 1' x 6" Azek Freeze (2)2x6 Top Plate (2)2x4 Top Plate / 2x6 Studs -16"mc 2x4 Studs -16"oc WORK NOTES: r Sheetrock LIN. BEDROOM LIVING ROOM BATH CL. .. R-19 Fiberglass Insulation ,_c Hardie-Plank Siding 63" Exp. CL. 301 Felt - 3" CDX Sheathing 2x6-16" oc Wolll Studs 2x4 Doug Fir Shoe R-19 Fiberglass Insulation T Y4' CDX Subfloor 2z6 Doug Fir Shoe \ . . • — — Hurricane Strapping r— [[h' Perimeter(Beam a4C6 W140 x 11r Floor Joists - 16"oc. (LC4Cb., 8M0 x 11i" Floor Joists - 12"oc. R-30 Insulation R-30 Insulation R-30 lnsulluiion R-30 Insulation (2)2o6 Top Plate (1)5 Y'x 20" LVL Girder or (4) 13/4'x 18' LVL's Lag Bolted as per Manf. Specs. (Continuous[Dropped Girder) " Type 'X"Sheetrock GA RAG E ,_o R-19 Fiberglass Insulation `.. ` PROJECT: Hardie-Plank Siding 63' Exp. wALDEN 30 Felt trim' CDX Sheathing Type 'X" Fire-rated Gypsum 2x6-16' oc Wall Studs Q, on Walls and Ceiling as Per NYS. Code.. R-19 Fiberglass Insulation g RESIDENCE Hurricane Strapping 2x6 Doug Fir Slhoe 2 x 6 pressure treated ACQ sill plates (joist bearing plates) Main Street Termite shield on fiberglass g Greenport, New York, 11944 sill sealer - typical x12" Anchor Bolts �2'-0"oc. 4" P.C. Slab w/6x6 10/10 SCTM# 1000-41-1-14 N.. eTh 8" P.C. Foundation N.,..,t_ SEE APRON DETAIL ` _ -- DRAWING TITLE: TO SCDHS DETAIL A ON PAGE 304 J 16"x8' Conc. Footing APPROVE CROSS SECTION (Min. S-0" Below Final Grade) SEPTIC SYSTEM SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 CROSS SECTION DRAWN BY: ( ---A- © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CMA i- CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED \�of NFU y JJD " ��_ i UNDER FEDERAL COPYRIGHT LAW. ! � F,S�• n/-rO�,; SHEET NUMBER: Scale:2 :1-0 PLANS MAY NOT BE REPRODUCED WITHOUT \ ;�- WRITTEN AUTHORIZATION. � rr._ : .�.: a — ,. .__01,,,.. rw v Y� , A30 I ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF m ,t"` ..:.'f';;' r�-' D.A.K. ASSOCIATES, LLC. s-''' ,''',''',', 4�_ z THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `C„�°• 72 o'"' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ���'��-c )'�4� DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization SKI, P of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, ASSOICI KOS,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. • REFER TO GENERAL NOTES FOR ALL STRAPPI\G, NAILI\G, FASTENING A\D TIE DOWN DETAILS �, % '%%'i%% '' �/ %P// "'"/ yj// � ,� ®� _ j /�I a Il 11 Ville .1. 1 = '_ Rh 11 • • j 11111 Ain g1lln!I _don 1_g I_IM j( Ridge Vent D .A.K ASSOCIATES, ac 2x10 Ridge residential & commercial design•engineering•consulting \ ' 506 Main Street phone: (631)767-6071 Westhampton Beach,New Yank 11978 lac (631)466-3354 • E-Mcd: CMn8888@aol com Deedoosld,Arm&Kell Associates.LLC o formerlyfast End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 30 Year Architectural Roof Shingles Ice and Water Sheild These drawings and specifications including the " CDX Sheathing ideas, design and arrangements represented 2x8 Roof Rafters therein, are the property of D.A.K. ASSOCIATES, • LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been • prepared without written consent. • ATTIC 2X4 Ridge Poles 0 32"oc. • 2X6 Strongback N,:... NCDX Subfloor (2)2u10 Flush Beam Hurricane Stropping \ • 2x10 - 16"oc. III 2x10 - 16"oc. 11, • . 2Q2. R-30 Insulation — R-30 Insulation 5" Seamless Gutters `-- �/ ^\ 1'x 6" Azek Fascia //7A 2x4 Subfascia 16" Azek Vented Soffit 1" z 6" Azek Freeze (2)2x6 Top Plate (2)2x6 Top Plate / .'. ,/ 2x6 Studs -16"oc • 2x6 Studs -16"oc WORK NOTES: 13R 8.18 ° Sheetrock ' 12T 9.00 R-19 Fiberglass Insulation nDININGSTAIRWELL STAIRWELL Hardie Plank Siding6" Ex . AREA p 30#Felt - r CDX Sheathing 2x6-16" oc Wall Studs 2x6 Doug Fir Shoe R-19 Fiberglass Insulation `C CDX Subfloor 2x6 Doug Fir Shoe —/ • Hurricane Strapping � \ .40 x 11�" Floor Joists - 16"oc. 11�" Perimeter Beam C (�) WI40 x 11i° Floor Joists - 12"oc. JILitit — _ Jv ' ` R-3U Insulation R-30 Insulation R-30 Insulation R-30 Insulation — (2)2x6 Top Plate / (1) 5 Ya"x 20' LVL Girder or (4) 1 34"x 18" LVL's Lag Bolted as per Manf. Specs. / ' (Continuous Dropped Girder) , r Type "X" Sheetrock _` R-19 Fiberglass Insulation � STAIRWELL 15R 7.8 PROJECT: ,_ wALDEN Hardie-Plank Siding 61° Exp. GARAGE 30#Felt Am 14T 9.00 CDX Sheathing - i Type "X" r Fire-rated Gypsum Co 2x6-16' oc Wall Studs - C` on Walls and Ceiling as Per NYS, N i `o H Code. ...-, -1-; c RES1DENcE —7- R-19 Fiberglass Insulation �1'-6" =c° Hurricane Strapping s 2x6 Doug Fir Shoe SEE COLUMN DETAIL 2 x 6 pressure treated DETAIL B ON PAGE 304 o r > ii ACQ sill plates (joist bearing plates) Main Street Termite shield on fiberglass Greenport, New York, 11944 sill sealer - typical Q I ---L.... "x12" Anchor Bolts 02'-0"oc. SCTM# 1000-41-1-14 4" P.C. Slab w/6x6 10/10 WWM. \ _J i 8" P.C. Foundation I I/ DRAWING TITLE: SEE APRON DETAIL DETAIL A ON PAGE 305 16"z8' Conc. Footing CROSS SECTION (Min. 3'-0" Below Final Grade) SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 DRAWN BY: CROSS SECTION r A © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. cMA CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED of ��&; 1n t n 1 () UNDER FEDERAL COPYRIGHT LAW. `P�5 DE �C? = JJD Scale:2 =1-O PLANS MAY NOT BE REPRODUCED WITHOUT �� � � SHEET NUMBER: WRITTEN AUTHORIZATION. r— �� ' r. "? ���'a " ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF k ._. ` A302 D.A.K. ASSOCIATES, LLC. r< > , .. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE '4 �O. o� `D �c' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `1•' ssto' " DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES,Ile Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. • 0/WAX,/ of 000f 0000,� /7 ..../ REFER TO GE\ERAL NOTES FOR ALL STRAPPING, NAILING, FASTE\ING AND TIE DOWN DETAILS l00% %/(', ///, %,,%-% ///9 "� _4' & m • lam! i�! ��. L f tllhI L= -- -- . 1 i ce• .=c mmodo:: - u i .\ Ridge Vent D e K ASSOCIATES ac commercial design•engineering•consulting 2x10 Ridge 506 Main Street phone: (631)767-6071 Westhampton Beach,New Yak 11978 frac (631)466-3354 Mai: CArrn6888Dool.com oeedcoski.Ami&Kehl Assodates.LLC•tormn,th,East End Des,19n Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 30 Year Architectural Roof Shingles These drawings and specifications including the Ice and Water Sheild ideas, design and arrangements represented " CDX Sheathing therein, are the property of D.A.K. ASSOCIATES, 2x8 Roof Rafters LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 1 2X4 Ridge Poles 0 32"oc. ::::ping \ CDX Subfloor N , - 2x10 - 16"oc. I 2x110 - 16"oc. — J r ` 7 — R-30 Insulation - = R-30 Insulation o5" Seamless Gutters / .N/ 1x 6" Azek Fascia 2x10 Ceiling Joists - 16"oc. 2x4 Subfascia 16" Azek Vented Soffit /77-0 //' 1" x 6" Azek Freeze (2)2x6 Top Plate (2)2x6 Top Plate 2x6 2x6 Studs -16"oc Studs -16"oc WORK NOTES: " Sheetrock - KITCHEN LIN! BEDROOM �� BATH CL! R-19 Fiberglass Insulation Hardie Plank Siding 61" Exp. CL! 30#Felt i" CDX Sheathing - 2x6-16" oc Wall Studs - 2x6 Doug Fir Shoe R-19 Fiberglass Insulation CDX Subfloor 2x6 Doug Fir Shoe — — — Hurricane Stropping Perimeter Beam aiCZCZ, W40 x 1I " Floor Joists - 16"oc. (��11W40 x 11 " Floor Joists - 12"oclir . R-30 Insulation R-30 Insulation `--R-30 Insulation R-30 Insulation (2)2x6 Top Plate / N (1) 5 Kix 20" LVL Girder or(4) 1 Kix 18" LVL's Lag Bolted as per Mont Specs. (Continuous Dropped Girder) i" Type "X" Sheetrock R-19 Fiberglass Insulation PROJ ECT: GARAGE Hardie-Plank Siding 6!" Exp. N co wALDEN 30#Felt - i=, CDX Sheathing Type "X" i" Fire rated Gypsum 2x6-16" oc Wall Studs 6 on Walls and Ceiling as Per NYS. NN Code. ENcER-19 Fiberglass Insulation REsi ,' Hurricane Strapping 2x6 Doug Fir Shoe 2 x 6 pressure treated ACQ sill plates (joist bearing plates) Main Street lass g Greenport, New York, 11944 Termite shield on fiber sill sealer- typical SCTM# 1000.41-1-14 Y;x12" Anchor Bolts lili2'-0"oc. 4" P.C. Slab w/6x6 10/10 VW - 8" P.C. Foundation .DRAWING TITLE: SEE APRON DETAIL DETAIL A ON PAGE 305 CROSS SECTION 16"x8" Conc. Footing (Min. 3'-0" Below Final Grade) SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 CROSS SECTION A DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES LLC. P��OF 4-fir y CMA GALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ` o ° ERS°�� CHECKED BY: JJD 1e t303 UNDER FEDERAL COPYRIGHT LAW. r— �� ? * SHEET NUMBER: SCaI@;2 =�-O PLANS MAY NOT BE REPRODUCED WITHOUT _ i :7,A,,,,','�, w • WRITTEN AUTHORIZATION c, 's `� r4 : A303 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �6o 0 725i �� D.A.K. ASSOCIATES, LLC. oT,F Jsi,o, ''�� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D-A-li ASSOc TES,tic Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction, - REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS :, � � � ���,,, ;/- ��.,,,,-, ,,� ,,,, '��'iinlmoI � II 1111sf � i ��� <. /;/, �' • 7 Lai co D ®A 0K ASSOCIATES, LIC residential &commercial design•engineering•consulting •• 936 MainStreet phone: (631)767-6071 Westhampton Beach,NewYark 11978 fa (631)466-3354 E-Mai: CArm68B8Oad.com • Ridge Vent Deedroskl,Arm&Kehl Associates.LLC o t ast End Design Associates,LLC ,77/77 .,,• 7 %T/ %%7%/7IT/i771//7%//77 2x8 Ridge OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work the 30 Year Architectural Roof Shingles - or proj prepared w thoutt other thano r wri teenchen consentve been Ice and Water Sheild ' CDX Sheathing • 2x6 Roof Rafters 2x6 Color Tie- - 16"oc. 4o°' Hurricane Strapping '\� 2x6 Ceiling Joist - 16"oc. / 1"x 6" Azek Fascia/ i `� (1) 5 4"x 20" LVL Girder or (4) 1 3/4"x 18" LVL's (2)2x8 Girder / / Lag Bolted as per Manf. Specs. 6" Azek Vented Soffit WORK NOTES: (Continuous Dropped Girder) Hurricane Strapping " " (2)2x8 Girder •1 x12 Anchor Bolts @ 2'-0,, OC. 4 P.C. Slab w/6x6 WWM 10/10 -72t . a4 Lag Bolt to Girder d d Azek Trim (Wrap) • ' 4" Dia. Steel Column N. 8 P.C. Foundation • With 10"x8"x " Cap and 2x Keyway12 x 12 x / Base --/ 16"x 8" Conc. Footing . ° on 3'-0"x 3'-0"x 1'-6" 6x6 ACO Post Min. 3'-0" below Final Grade Conc. Footing with (5) #5 Rebar Each Way 4" P.C. Slab w/6x6 WWM 10/10 Al PROJECT: APRON DETAIL „Au 0 0 0 0 0 _, WALDEN #5 Rebar ______c RESIDENCE 6x6 Post Anchor Scale: 1"=1'-0" N. vx18" Anchor Bolt NMain Street Greenport, New York, 11944 SCTM# 1000-41-1-14 AMM COLUMN DETAIL ,, B,, DRAWING TITLE: Scale: 1".7.1-0" DETAILS COVERED PORCH DETAIL " " SET: ISSUED FOR: DATE: Scale: 11'4-0" SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 DRAWN BY: CMA © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. c.: __of NE" CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED .Y' 5). DEk-, o,� JJD UNDER FEDERAL COPYRIGHT LAW. .,,.r r-, Nt -•4 -- o`r SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT -',Q.( . ,, i WRITTEN AUTHORIZATION. l� k,1A �".�� C `,, J3dt1. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF , C'. ti f.,`;.'l � D.A.K. ASSOCIATES, LLC. \p 4 ' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - \A�OFc SSio^,���, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. s DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction.