Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39592-Z
%.* Town of Southold 3/18/2016 t ��� P.O.Box1179 y se I 53095 Main Rd '901 f,‘ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38157 Date: 3/18/2016 THIS CERTWIES that the building RESIDENTIAL ADDITION Location of Property: 220 Skippers Ln, Orient SCTM#: 473889 Sec/Block/Lot: 25.-1-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2015 pursuant to which Building Permit No. 39592 dated 3/17/2015 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: ADDITIONS AND ALTERATIONS INCLUDING A DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Shaw D L&L S Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39592 10-05-2015 PLUMBERS CERTIFICATION DATED 03-17-2016 Brad Piecuc IVA r Aut►o; ed :ignat , e 1',14�SUFFDI,feoG Town of Southold 3/18/2016 � 0.�r P.O.Box 1179 cf., m' 53095 Main Rd '®440 `%e Southold,New York 11971 1 CERTIFICATE OF OCCUPANCY No: 38158 Date: 3/18/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 220 Skippers Ln, Orient SCTM#: 473889 SecBlock/Lot: 25.-1-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2015 pursuant to which Building Permit No. 39592 dated 3/17/2015 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: ACCESSORY TRELLIS AS APPLIED FOR The certificate is issued to Shaw D L&L S Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39592 10-05-2015 PLUMBERS CERTIFICATION DATED 03-17-2016 $ Brad Pi-, uch jiii,Mil Sir ' A i oriz.d Sign ture , , fi o��c� TOWN OF SOUTHOLD o BUILDING DEPARTMENT s. TOWN CLERK'S OFFICE `1.o SOUTHOLD, NY ‘.4t,.±-,1, 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#: 39592 Date: 3/17/2015 Permission is hereby granted to: Shaw D L & L S Family Trust 30 E 21st St Apt 5B New York, NY 10010 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 220 Skippers Ln, Orient SCTM # 473889 Sec/Block/Lot# 25.-1-21 Pursuant to application dated 3/10/2015 and approved by the Building Inspector. To expire on 9/15/2016. Fees: DEMOLITION $227.50 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $408.40 CO -ADDITION TO I A - - 4, - $50.00 Total: $685.90 I '_ y Building Inspector i t \NN., 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 ofelecttical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.architect or engineer responsible for the building. 6. SubmiePlanning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees • 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15..000, /� Date. '✓'C(� ` 1 . New Construction: Old or Pre-existing Building: L74 (check one) Location of Property: 1.2,0 S 1 PI'th S IA/We- 1 EIl1 T House No. Street Hamlet Owner or Owners of Property: /116'Gt, STILLE, Suffolk County Tax Map No 1000,Section t t5 Block • I Lot 21 Subdivision . n Filed Map. Lot: Permit No. �-5 q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: • Planning Board-Approval: Request for: Temporary Certificate Final Certificate: r (check one) Fee Submitted:$ Pdp�0 - ji, �i , it /, pp .nt Signature Town Hall Annex ���,ig~® `� l® : Telephone(631)765-1802 54375 Main Road i JP Z Fax(631)765-9502 P.O.Box 1179 ; CO, Q �`� roper.richert(&town.southold.ny.us Southold,NY 11971-0959 - - ib -34r• .. a iv lyeOUNT`L\k"C �'�� —.... ./ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stille Address: 220 Skippers Lane City: Orient St: New York Zip: 11957 Building Permit# 39592 Section: 25 Block: 1 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contracto' DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only U Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor 1 Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt 1 Recessed Fixtures 16 CO Detectors Sub Panel NC Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Hood, 2- GFCI Circuit Breakers, 3-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: October 5, 2015 Electrical 81 Compliance Form.xls • iffij*q SOozy`c. req Town Hall Annex iFikttA6 Att, 3 Telephone(631)765-1802 54375 Main Road c/) Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 X14i. ` S BUILDING DEPARTMENT RTOWN OF SOUTI OLD EVEOVIE ' MAR 1 7 2018 BUILDING DEPT. CERTIFICATION TOWN OFSOUTHOLD Dater//1/AO Building Permit No. 3Q59Z Owner: Lucy S+i/le (Please print) Plumber: Grad Pie ww/' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu bers Signature) 14) Sworn to before me this 1 7 day of March , 20 l(o� I. A � f Notary Public, \S{t-P-eOJ K County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION)EXPIRES JUNE 30,2218 iwIESOpT�ol_` 9 .* , TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ 4INDATION 1ST . [ ] ROUGH PLUMBING [ 010UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION i.[d) CAULKING REMARKS: /1-- 74-9( / 9.! - . fr . DATE 695/2-‘16-- INSPECTOR_ 21-C- 7(,= 3`1 ' /1000 0,40f S00,5,;\ '* ss TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [VIROUGH PLUMBING [ ] F9UNDATION 2ND [ ] INSULATION [v}1RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ •] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /-967"1-€)-(14-9-440&—t-e—a4 Oki ._dli- Le.7.77cf -, DATE 0 INSPECTOR 3c-7L--e-- „sw.fv -4,‘ * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ' N [ ] FOUNDATION 1ST [ ] GH 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: ..-1;:)(--tx124-77-4, C.cl . ___") i / c_ ETh 1 DATE 7/ 78 ' INSPECTOR ho''OF ly0= _ �� ! ‹.14i1; ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [PIELECTRICAL (FINAL) REMARKS: Kqx-- DATE 15 INSPECTOR�t- f 3-cl-crT1����o��OF S01/ '-o 2=--- --\--- GC =�yeOUM`I,��, i 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: r .0,,. ' Imo-: L, 6-74 =-JI s i °/r ( 671 414r0 C=StZ /l'r C:16 0 0 C oi 4.e.A... 7---- jil )400_., / Ar, , DATE r of INSPECTOR MERYL KRAMER architect Mr. Michael Verity 213 E. FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall GREENPORT, NY 11944 FO BOX 1179 Southold, NY 11971 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m November 19, 2015 RE: Stille Residence 220 Skippers Lane,Orient Tax Map#1000-25-1-21 Dear Michael, - As per you request I am writing to confirm that the 12"sonotube and poured concr� ..t was installed at the side entrance deck platform meets t - ';A�i:d,' ,• IP• , It.R.K 11T -g••,:„r�4 0� M-\l`n: 4, ��'• ' p 4)4 024802 �OF NEW \\--A II Nov 2 3 2015 1111 FDLLD INSFECTIONDATEy COMMENTS ' 1 FOUNDATION(1ST) �, 7 FOUNDATION(zND) \\ • l fof - 7!/i ®g• 'r -1f 1' / CP HyROUGH FRAMING.& PLUMBS G ' , 1111 —, E- s ' .. i •...- miry-- , . . • — W caee-.-e( - ----) Cc-7 i..1,-- INSULATION PER N.Y. • • STATE ENERGY CODE r . . . 1 . , r , . ' ' "*. 9, nwA ...r . / J 7i ' • • FINAL • . r .. , ,)7A- dit-cc.(._.2. . ',44.......i, • • e_Ac"- -.1 , 7-7 . . /4,‘„,-,1"—ae---r.• . -cam- r;7 ADM e /rJj� r 1 1. T5 , - g-6, . , K 'lb if" �. 3153 ,pcx- (,)--0)- ) . .� 01"....2. . ,10 ter . ! o. � l'�-� Cm .r.i 7, 1/ l3 yr ., �A% � i� ih- /17 7,- _, .00a.-A.--....a.P/e0,„, 1. • -r.-e--,-7• 6__40.44.t.e,..) a,•,, . / ,e,12(2e7L_. .. OF li il/2-3/6---> _-,---- e 't-e.---4-** –EZ-, ./2-(td-.ze7't • - _.c2 ....,,,, �4- 1.S" fir 6- 774'4)0/�� �/ U\ ; pd.1,3*-1ce . q D , . . , ,s • 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 1.1971 ; • = ;M„:„y r; s-. 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �? )C � Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Di� lu C.O.Application IS ' -Flood�Permit Examined 5 ,20 Single&Separate MAR 1 0 20 J Storm-Water Assessment Form ( ` Contact: Approved ,20 BI,. �! Mail to: l"4 kiL• KgS4f—K-- Disapproved a/c fro/OF SOUTHOLD �► Phone: 41-' 1 =•tea Expir. '• ,20 \1:47.77-g Inspes or MAR 1 0 2015 PPLICATION FOR BUILDI PERMIT BLDG DEPT Date S • 6 , 20 15 TOWN)OF SOUTHOLD } INSTRUCTIONS • a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings-on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work.covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate.of„Occupancy. • ,. f. Every building permit shall expireaf fh`e,woi-k-authorized has not obmnienced within 12 months after the date of issuance,or has not been completedwith,in 18 months from;such date. If no zoning,amenda ents;or•Ather 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. APPLICATIQN 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. nature of applicant or name, ifa corporation) Po LX (oa 3 r nporr NY f t -4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder A t- T' Name of owner of premises 0? Sr ILLS (As on the tax roll or latest deed) - If applicant is a corporation, signature of duly authorized officer (Name and=fitleof.coJatdice - f `�'- „�, rpp� e,,o r) Builders License No:.::;_:;;-nti V!(37.:Ri +.'-.v;, Plumbers License No-1:t"J, Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2 is St FP LAME or--t ,.!-T+' House Number Street: Hamlet County Tax Map No. 1000 Section 25 Block I Lot 241 Subdivision Filed Map No. Lot _ P ., 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S(NC'Le. PAM t LY }2-eSt DEN Cil si b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition V Alteration Repair Removal Demolition ✓ Other Work (Description) 4. Estimated Cost ct 1001 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Nuttnl er o,f,dw Aing units on each floor If garage, number of cars tl` 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimension o exl tin structures, if any: Front %•'b' Rear t • '1 Depth cat, $ / Height L' - Number of Stories Dimensions of same structure with alterations or additions: Front 'JS •"6 Rear 14 s Depth 5'6•A Height /2.9)• Number of Stories 2 8. Dimensions of entire new construction: Front Rear {'Depth f_, M Height Number of Stories 9. pSize of lot: Front Gcda+ Rear GG ' Depth 1.1-9 I 10. Date of Purch se Name of Former Owner 11. ne or use dis rict in which premises are situated K, '4.0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO i Will excess fill be removed from premises? YES NO grga i244 105 14. Names of Owner of premises UM ST'Qt.LS Address ?ao E'li' LV A(1 - Phone No. �o Name of Architect MER(L. KvcAmetz Address Po BOX(04)12, OR M�e No 411—43)9' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO r * 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale;with accurate,foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) . SS: +' .. i; .;", • COUNTY OF ) M'✓ 12--ht being duly s\ orn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, /�`� TRACEY L. DWYER (S)He is the -vt NOTARY PUBLIC,STATE OF NEW YORK (Contractor, Agent, Corporate Officer, etc.) NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 l$ . of said owner or owners, and is duly authorized to perform or have performed the said work an to make and Tile 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 'K JO N day of March 20 • • - . I:/ ... 1 ; . /1Ctict8 d. 1,t1M0 t Notary Pu is 1 -; Si_natd • of Applicant .�•,� �sulrq %. STORIV1[WA.T]ER Scott A. Russell ; -- SUPERVISOR Ei w 51 M[A.NA\G]EM[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 C ' /77 . 4. 53095 Main Road-SOUTHOLD,NEW YORK 11971 4, Iffi $ Town of Southold �'QL 3,, *ate .,,R CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ ► A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ■ M B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ % C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. • 2 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ I E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map-of-any-watercourse. 0 I F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ' in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: AA �/ 2 Hytnct 21 b,� . I� NAM : MER l L �i v - I 1 1....(p, ,,-,,3 Section Block Lot 5ineiar1 ``:`'FOR BUILDING DEPARTMENT LSE ONLY •¢`� Contact Information- 411- (JQ' Reviewed By JA Date 3-io -15 Property Address /Location of Construction Work: �aO `J C Ln-K1 rS Approved for processing Building Permit. Stormwater Management Control Plan Not Required ar 1 c El Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 ' ,• i'/to soi,74,---_, it \ �'J� I_� \I Town Hall Annex �� rnhon \4)r 65-1802 54375 Main Road {� 4 �� 'ax(6 )7 '5Q2, J P.O.Box 1179 ‘` `-1yt� 1 ro•el'.nchert . own s0 1L•ia.n .us `' r. Southold,NY 11971-0959VKi -` de f BLDG DEPT ll / er.e., - eOU V I TO` �' GF;OUB BUILDING DEPARTMENT• p TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: kiT(1- Date: 6. -)3 _ 1 s--' ,Company Name: Pc.„ 1--/__A✓uM ✓K C6--r74ec 7it-r - __ _ - - - __ -- - - --- - ---_----------- Name: 16-717-0- {c License No.: 3 YO9 r - el (v- ' • Address: t3"2-o Ke-2A-1/07,5 ,f 0 So✓T?tvti0 /)4 /l91/ Phone No.: f76.5-- %,21 JOBSITE INFORMATION: (*Indicates required information) *Name: S.7% CtC A/4 titiC e *Address: g2® .1 fc(PP czYLS L9n4-- Q 2itr Gt). Y., *Cross Street: *Phone No.: ( 7 4 --9 yiq Permit No.: 3c) 5 9 a Tax Map District: ' 1000 Section: 15 Block: / Lot: a,j *BRIEF DESCRIPTION F WORK(Please Print Clearly) 4/ 3 S 6 A- Ano I%div A-AD v'1t4J (Please Circle All That Apply) *Is job ready for inspection: YES I NO - 'Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION • 82-Request for Inspection Form .�° N ��,Q\QS�fFOL,tCo'_,e, . Town Hall Annex i14Qj -•- y Z Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 Southold, NY 11971-0959 ; 0 M \.1*). .... �.0� til • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . • Date: 12 • t 0 ' ice ' ' ' • Owner: L GTI,Lt,a_ Location of Property: 2 20 S P S LkNef otz_t i - S7 "- Please take notice that the (check applicable line): New residential.structure " -'.,. - • 1- Addition to existing residential structure . Rehabilitation to an existing residential structure to be constructed or performed at the subject property'reference above will Utilize (check applicable line): Truss type construction (Ti ) . • "•, . Pre-engineered wood,construction (PW) • ., Timber construction (TC) in the following location(s) (check applicable line): • L,,------- Floor framing, including girders and beams (F) . Roof framing (R)• : - . Floor and roof framing (FR) .. ji ' - , . i / Signature: . Name (person submitting thi_ orrri): MEAZI(_._' /IVI .12--, ` Capacity(check applicable line): - - - - . Owner . .., . Owner representative TrussResRegl5.docx Effective 1/1/2015 . .•.� . .." . '1+w..4 w4M�.�'KVi 4!MNt 7� !•.t!ie T`". Tr�. w_.w�•M•w��� ,.:,..... �,. ltd.n. .n_.- :..�ti.1.8 .. ,_•r 7..�',i1:.'�. _. �..• :v. .v . ... ... .vtia -,..�T .•. _..<. .. ,.. _.,i5 rt:-• ..r..�_.--tea^ 6" DIAMETER ...:.1::.- REFLECTIVE RED ROMAN ALPHANUMERIC •PANTONE •` r " . t - •DESIGNATI ON OF CONSTRUCTION • (PMS)#187 ;I .- '- ' _ ' •-„ TYPE BASED3ON SECTION 602 OF THE BUILDING CODE OF NEW •- YORK STATE I .. • 2" MIN. - REFLECTIVE WHITE S .w: .. . 1/2" STROKE ' • ' ---•- --•- ----------------- a ' - - 4CAMPONENTr,S,THAT ARE OF . r' i. • . • TRUSS CONSTRUCTION . •" "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS• . . - z. "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING - • • TRUSS IDENTIFICATIC�I.SIGN . • ! G 1M1H 19 IJICCRR PART-45.1265A 7. WT1OS • CODES DIVISION CinV --E T1 ISS IDENTIFICATIONFIC1ISIGN DATE03/08/2005 r .. J ` . NEW YORK STATE DEPARTMENT OF STATE -. \ i- 1 . if: - DIVISION OF CODE ENFORCEMENT � ,rY AND ADMINISTRATION ;DEPA/TIMENT,t1rSTATS. i . ( 0 J7- .j TOW . t A,:0 0 - 2_,c-/ --2� N OF SOUTHOLD �PROPERTY RECORD CARD 70 -)o OWNER - STREET -2_2.b VILLAGE , DISTRICT SUB. LOT vtd,-L�S q. e -C--t�. < 1/1 , t "q � , L 16!,7v' , -.; V, peas Lavi 0 ri e,' / 0,_ . l�k ORMR Q�1/N`ER `� f r f� 1 f �� 1, E , ACREAGE �,� � I �(.�t? p ,37,,Hi' C,: .:l_Fv, .:-.74,0),-,),- - , 1, �'7`<<,C. ��_�a.. "o:z�,`- _ ®, . "`"ijo�e n Y. 'vV t i r f Sc.,` -`�I�Y,?'�,"''�, ' - ' �9 TYPE OF BUILDING .�, . , a� 7, SYYI.?i ;O �r"5'iJ,0D�Y.s 01.42 Ya e� Wd7;,;Ui .rEki `) -„ . /� 1� RES. ' 1/�b ',SE• . .. r --7;, .: VL. FARM COMM. IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS n t') `i--e)p ,. I ( / 1 /.s' y qq/ (fov D Lam.. 3 - o 0 3 2 0 o ' ' raiggli 1.7 4/91 ri"Yri9 ,e ' ✓SCG .',"-- ; I 6--0 3 7'0 ( IWEVil_ / _ - 3 ro �O G ' • /%Scree, ',e.„,,�urs, 11 1) . �J t9 CEJ 7 44. / b,3 /6- C (Ne23 J AThrc 1S L_E 7 Q Fb^C-b 0q..476, Ca (LLo Sz-Cd�JCa ')L7L ed, fq —L /, 3a . 5/4- c 11 i---1z) /0 1' L X , S2J AGE BUILDING CONDITION 3 .ii-L. Z(P7/, / - al/in 37, d1L iv ‘-- NEW iNEW NORMAL BELOW ABOVE FRONTAGE ON WATER / Farm Acre Value Per Acre Value FRONTAGE ON ROAD // 15,-( Tillable 1 BULKHEAD — Fan ` ' /5-0)006 eTillable 2 DOCK Tillable 3 I/.3 /1/--i---12.7q1,90 X556 -/"IDr/e n'ono CJ ()l OF V 7(-0 Woodland Swampland Brushland House Plot 11111 Total S J -iy ;.,...::t..• 7-4 S //ere! mss " , " i4NUMit�► vs, 4 if, ._'•r,„-........--..,-. I Y ,_ .--:,...:4):5'.'.1 . I 1 r , 0, ,7-' ,L.,,,,p.„------ / /-4-,:y 4, , / , . . „: . {{ � , -4 , 1 V. — ', ( i-----4/ ,,,K • it '� 7u I �. � � r iii I +'i:r-- tS a 2 .. - I - -.� T.Yrayk i Y • . > !,'4..t4-'.= .51,,..",-,:t.;.*S :x2 u 1111 t ' - rI I J ' �M. Bldg. /i 7(, )c,),,-, r-22 3 5'0 FW oundation G1'1,cGtti ' Bath ','Extension 1- ® i j i • , Basement 4-t., i i , Floors a 4 j< __ Extension ) 3.r? V Ext. Walls to IA, Interior Finish P 4_s"fe r .-Extension ii _ I „9.„..0, Fire Place - 41d�',,, Heat b I L { 9 x31 p_ 19- _ , 3C Porch ` Roof Type 'w " 1- g ,---- ;.;-J �.'�'� �,0 ;��7 ),. .0----- Porch /9 1 Rooms 1st Floor �� ' Breezeway 13 X /I ;:, 7,11(7 a, 60 4f 9'v Patio _ _ Rooms 2nd Floor 3 -.. Garage 2. elrA ids F 4-,i, t`,5' - Driveway Dormer O. B. C. ,:/ f '- L C.:'e 3 Pi,pi,e,,,,t,p4 l �6 O qtr r`l;'.. i,i. _ 1_' / f.. - `, .air v,'4/•'.,.'�°"�..!� i,' •s-✓1-A.' .,_�` r f ig. _ •i .. a,.,3 •- --- a.l MER6 YL K R AMER architect Mr.Gary Fish 2 1 3 E. FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall GREENPORT, NY 11944 PO Box 1179 Southold, NY 11971 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t,e c t c o m November 10, 2015 RE: Stille Residence 220 Skippers Lane,Orient Tax Map# 1000-25-1-21 Dear Gary, Attached please find the revised floor plans for the Stille Residence showing the additional concrete pier in the crawl space. To my knowledge,the floor joists that were installed are adequate for the span and loads they are carrying. I am also attaching a site plan showing the new stone patio and the trellis. Please let me know if you require-further documentation regarding this permit application. :est Regards, -ED-R // � /�/ 0/ D vMeryl Kram: t r 'a, ° . , 02 ‘11 66- fJIIIMjJ L,, 1 NOV 1 3 2015 1111) rel iii;:crT ---- 6 /0°:01110 C4 MERYL KRAMER a r chit e c t Gary Fish 2 1 3 E. FRONT STREET Southold Town Building Dept. POST 'OFFICE BOX 683 Southold Town Hall GREENPORT, NY 11944 PO Box 1179 Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m November 19, 2015 RE: Stille Residence 220 Skippers Lane,Orient ' _____-_ Tax Map#1000-25-1-21 L] 1- r - - , j 1Dear Gary, Ii Iii. �� NOV 2 4 2015 , As per you request I am providing you with a plan and elevation of the trellis that was constructed at the Stille Residence. Best Regards, e_.) Meryl Kra 4 IA LEED AP 4 100 ap + 5D0/0 0 Generatedliance by REScheck-CertificateWeb Software Comp Project Stille Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: •ompl;ianoe:Passes using gm trade-off , - _ Compliance: 18.1%Better Than Code Maximum UA: 116 Your UA• 95 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Wall:Wood Frame, 161n. o.c. 565 21.0 1.0 0.054 24 . Window:Wood Frame,2 Pane w/Low-E 63 0.300 19 Door:Glass 62 0.310 19 Floor:All-Wood Joist/Truss Over Uncond.Space 465 25.0 1.0 0.036 17 Ceiling: Cathedral 370 30.0 1.0 0.033 12 Ceiling: Flat or Scissor Truss 115 30.0 1.0 0.034 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature j Date May/ Kramer jii1- �' .6, • I Iv Project Title: Stille Report date: 02/09/15 Data filename: Page 1 of 6 f } • a!O LAND N/F • OF GROENKE / '.. DRAWING ISSUE DATES Progress 01.26.2015 Permit Set Review 02.25.2015 Permit Set/Bid Set 03.03.2015 S 64°20'06" E 66'O" Laundry/Bath Revision 06.16.2015 BOOKSHELF REVISION 08.03.2015 -- -' -- -- -' -- -- -' — COFO 11,/10/15 FRM. GARAGE 00 00 opo cNi `l `;41, iff r te0 411:14914. 44802 Drawing Legend: Wall To Be Removed Wall To Remain New Wall . , New Foundation Wall Lines Above – Lines Below ----- ---. Guidelines 14'-0" — Fence ..— — — / LAND N/F _2-2X10 OF PHOEBE WAY Door Tag LAND N/F \ – _ OF ASCH I I 1 Window Tag • IIo o _ XII 110 w 00 N I F NEW TRELLIS Section X, \ Sheet A-XXX 2-2X10 Detail Tag x Axxx r Elevation Tag x xxx x Interior Elevation Tag NEW STONE PATIO x 19.75' 25.3' i MERYL KRAMER a r c hit e c t PROPOSED DECK ADDITION 21 3 E . FRONT STREET POST OFFICE BOX 683 GREENPORT, NY 11944 6 3 I - 4 7 7 - 8 7 3 6 DECK m k a r c h i t e c t . c o m 2 ST. FRM. DWELLING O r-I co ° W N Stile Residence Ln 0 COVERED PORCH 220 Skippers Lane, Orient, N SCREENED PORCH NY 11957 z it 0 Cover Sheet Scale:As Noted All Drawings Printed on 11x17 Paper Scale is 50%Scale Above N 63°59'50" W 66'0" SKIPPERS LANE Site Plan Scale: 1" = 10 ft © 2015 Meryl Kramer Architect All Rights Reserved ::--)5710 .. DRAWING ISSUE DATES WINDOW SCHEDULE i __ ___" • , Progress 01.26.2015 _ _. _ Permit Set Review 02.25.2015 UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT HARDWARE GLASS & DIVISIONS REMARKS N0. -1 Permit Set/Bid Set 03.03.2015 NO. MANUFACTURER MODEL NO. TYPE FINISHRATING (DP) GAIN COEFF. I{ Laundry/Bath Revision 06.16.2015 GI;7? I; .,. £ I. ,":3;i i, BOOKSHELF REVISION 08.03.2015 0.49 TBD Argon LoE-180 Provide Screen A ! C OF 0 11/10/15 WUDH2O22 DOUBLE HUNG 2'-1 3/8 x 4-5 2'-2 3/8"x 4'-5 1/2" 0.31 DP 30 9 I` A MARVIN ,, k•- :l B MARVIN WUAWN2828 AWNING 2'-4"x 2'-4 1/16" 2'-5"x 2'-4 9/16" 0.3 DP 30 0.45 TBD Argon LoE-180 Provide Screen B �- - •' J- I C MARVIN CUCA2840 CASEMENT 2'-4"x 3'-3 1/8" 2'-5"x 3'-3 5/8" 0.29 DP 30 0.46 TBD Argon LoE-180 Provide Screen C DOOR SCHEDULE PERFORMANCE SOLAR HEAT GLASS & NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE RATING (DP) GAIN COEFF. DOOR SWING HARDWARE DIVISIONS REMARKS N0. INSWING 101 MARVIN CUIFD2666 FRENCH CLAD 2'-6 5/8"x 6'-7 1/2" 2'-7 5/8"x 6'-8" 0.31 DP 30 0.44 AS SHOWN TBD Argon LoE-180 Supply w/Screen Door 101 INSWING Supply w/Screen Door &3" stud \S.�EFtEDgRc 102 MARVIN CUIFD 3070 FRENCH CLAD 3' 0 5/8"x 6' 10" 6'-5 3/8"x 6' 10 1/2" 0.31 DP 30 0.39 AS SHOWN TBD Argon LoE-180 Pockets and Covers 102 Supply w/Screen Door &3"Stud 496 01_R 1(,p_yli� INSWING ``�,, 102A MARVIN CUIFD1670 FRENCH ev CLAD 1'-7 7/8"x 6' 10" 1'-8 7/8"x 6' 10 1/2" 0.31 DP 30 0.39 AS SHOWN TBD Argon LoE-180 Pockets and Covers 102A _ Supply w/Screen Door &3" Stud � � TAI INSWING 1026 MARVIN CUIFD1670 FRENCH CLAD 1'-7 7/8"x 6'-10" 1'-8 7/8"x 6-10 1/2" 0.31 DP 30 0.39 AS SHOWN TBD Argon LoE 180 Pockets and Covers 1028 1 wit b i. I 103 TRUSTILE PL206 SIMPLE SWING PAINT 2'-4"x 6'-8" TBD AS SHOWN TBD AS SHOWN 103 104 TRUSTILE TS4000 BI FOLD SIMPLE PAINT 2'-8"x 6'-8" TBD AS SHOWN TBD AS SHOWN 104 4)4 1h.. X002' ' SIMPLE PAINT 1'-6x 6-8" AS SHOWN TBD AS SHOWN 105 TBD NNEW105 TRUSTILE TS4000 SWING "106 TRUSTILE TS4000 SWING SIMPLE PAINT 2'-0"x 6-8" TBD AS SHOWN TBD AS SHOWN 106 107 OPENING PAINT 2'-6"x 6'-8" TBD 107 108 CASED PAINT 4'-0"x 6'-8" TBD 108 OPENING 27,_2" Drawing Legend: I1-11 / / \3-52-5 -6 1/2" '-5" _ _ Wall To Be Removed PROPOSED ADDITION ' " ' " 4' 2y� 2'-5" 2'-5" 9'-0 1/2" Wall To Remain ,/ / / / y/ )/ / / New Wall %- SECURE NEW FOUNDATION R.O. R.O. R.O. R.O. iv New Foundation Wall WALL AND FOOTING WITH 24" LONG #5 BARS, 12" O.C. (41 — NEW WINDOWS w _ Lines Above VERTICAL. DOWEL INTO o EXISTING FOUNDATION AND ¢ — — — — - Lines Below L'' — Guidelines EPDXY IN PLACE,(TYP. OF 2) o=o + -----•--•--- Fence EXISTING GUEST NOB C C C C line of overhang above � PROVIDE CRAWL SPACE VENTS � �� PROVIDE SIMPSON HDU 5 � O " 3'-0" PER R 408.2 (TYP. OF 4) 3-0 ANCHORS AS SHOWN TO ROOM ` -r 0 Door Tag ';� MAX /r 7i MAX. ATTACH TO STUDS ABOVE, (2)2X8 HEADER N (2) 2.X10 HEADER n, ' TYP. i �p.me.0 em.. ADER I \ \ \ A cn I l I b, i I 1 I ' Window Tag „ 8'-0" / \ '-5 1/2" ' I I � 18'-3" , � ! - :d I A 5 1/2" .. .. •. , . I. • . .. . . . . , , '�• � �' PROVIDE 5/8 ANCHOR � - -- BOLTS @ 32" O.C. MAX AND I " -�- OVEN-I T I a = 1 / .// � I I DW I w ' Section X, EN!2 z > .1 WITHIN 1'-0" OF EACH C) C) O �- �" 1 1 I 1 ' '''I o 1 ��o� oo CS) a ¢ o q SPLICE IN SILL PLATE -�, FRAME WALL SheetAXXX T BATH `/ ABOVE TO RR o I d o u2 LS to r--1 Detail Ta o \Ip z J � ' -i -1 - TT =1,1 ±-i-(�,- ,- - �' - 3 2x-6"POST TO � CATHEDRAL = I • .. op\� , c� I g © 'I LID U) D I `Y' RIDGE STRUCTURAL CEILING o J I 102 M------\\ � x �- �` I I" v I ao 0 o CRAWL SPACE I-^,-*— .1L-..-... �:..N�--'' .�_ - ( ) / / - - - - - - - -- r+ - Ax�x Elevation Tag mIJ � o k 3 1 3/4"X 11'7 8" LVL_ �- I I a �i o Q co 2" PC SLAB ON 30 MIL m W ! Arlo,',E,,/ i STRUCTI RAL MIDGE rn I' I • �� m 1 I, POLY VAPOR BARRIER P VERIFY LOCATION WITH DOOR 2x10 LEDGER L 0 r E,- - (? aX I `o z x n " % N 13/4 X 9 1/2 LVL LEDGER ' UNIT ABOVE \ c`' m 3'x T ISLAND p I x xxx x Interior Elevation Tag ANCHOR TO FOUNDATION W/(2) rn POINT LOAD FROM °' < ::P • , - '\ �f ,- rte-+ 02 -ti r o 1 2" X 7"WEDGE ALL ' �c't, N a o x / STRUCT ' 2X6 FRAME WALL @� I ANCHORS AT 16" O.C. PROTECT RID ' ABOVE I ABOVE TO RR HALL r> ,' ® " o LEDGER FROM CONCRETE W/ \�\ • I KITCHEN o I N o ICE&WATER SHIELD i24" 36" BEAM POCKET - Zx1U tR @ 16" O.C. a 2 x PC PIER ON X GROUT SOLID ' + \•- 3 2x6 POST WOOD FLOOR x I a � -► t - - , N (3)2x6 POST TO w ; � o LEDGERS 1 �" �G• r \ -�/ O STRUCTURAL � —.—.—_ —.— -- — — �] Q \ line of Flat Ceiling ' I RIDGE ' ' / /" ; ,:3 13/4"X 112/8" LVL_—. .—.—V ' 1� J E------------------------------ AST`' DROPPED GIRDER A -�- I -i \ Ns- . {' I ' ; J o I ! I (DROPPED GIRDER 1/2 LVL ? ,• ,d ci w ‘-kiss 1� . L.- o I O EXISTING o 1 I 108 '�' I :::?-7-: ' . LT ' = SITTING AREA = Q (V lY M E R Y L K R A M E R EXISTING o `� I I WOOD FLOOR Ua z co , mo - DINING ROOM X ' _ a r c h i t e c t FULL BASEMENT NEW ACCESS OPENING IN o z m 0 , I- - o I M\ � zt EXISTING m 1 I I N ' I _ (T -r _, 1 r` BRICK/STONE FOUNDATION ,' ' \ I N ! o m cv I O `n o WALL-DISCUSS W/ )\ rn I ff N N �I N ARCHITECT TO DETERMNE BEST LOCATION PRIOR TO • .. •,.' 'Co 2 I I — I 11 �I � 213 E . FRONT STREET DEMOLITION ,.. - . I I '.^'�.- -- - -----4— of \ � \ \ --- " POST OFFICE BOX 683 EXISTING r-"=— -- -. \ I I 212_ -ZxB ACQtEDUtR -o-�� -~ — '(2)-2 X8 2)2,-X8- --(2)-2 X8 HEADER' lEADER'1- -_HE R - -= coI GREENPORT, NY I 1944 BOILER O V I .-- - - Q o I A - - - A = = _ = 10 v 6 3 I - 4 7 7 - 8 7 3 6 II m w i � x r-- -1- 1 -- .- - ___ IC h t t NEW 2x8 ACQ LEDGER I '" (3)2x10 ACQ GIRDER c��U PROPOSED DECK f m arc l e c c o m _ LAG TO RIM JOIST W/(2) \ o r 'II ' 1/2" X 5" GALVANIZED LAG I�I - cc EXISTING EXISTING line of deck above L_ _ J ;-i-\- L J BOLTS @ 16" O.C. ELECTRIC WATER --- --- PANEL HEATER UP CUT IN BEAM 6'-0" 1 \1 i OCKET FOR •— NEW GIRDER 12" DIA.SONOTUBE PIER ON STAIR / , ';,'," %, 24"X 24"X12" PC FOOTING, *���,36" MINIMUM BELOW GRADE. ������. /,' S.. B LCO ANCHOR GIRDER TO PC PIER, %` ��� SEE DETAIL • X •.+*: Stille Residence ;� -i El 220 Skippers Lane, Orient, 14 1/2" 1 It -1 1/2 11 1/2" NY 11957 EXISTING BILCO 2'-2 3/8" 2'-2 3/8" 2'-7 5/8" 2'-4" TO REMAIN 7/ / / / / / / / R.O. R.O. R.O. 13'-0" +/-4'-7" / VIF / +/-17'-7" / / PROPOSED Pians ADDITION Scale: 1/4" = 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above 0 First Floor Plan 1 Partial First Floor Plan Scale: 1/4" = 1'-O" Scale: 1/4" = 1'-0" A_ 10 1 © 2015 Meryl Kramer Architect All Rights Reserved { 6is COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ANI1CONIIIIIONS OF p S6- -"Li i 'V h '1,:\• ,,u':°RD f S „.DTOWN TRUSTEES DRAWING ISSUE DATES Joint Description Nail Sizes Nail Spacin FRAMING NOTES: R nr�-__ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1.1 PRESCRIPTIVE DESIGN WIND LOAD-120 MPH FOR THREE SECOND GUST EXPOSURE ZONE"B" g �� r �,� iJ7-o- ,- Progress 01.26.2015 THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Permit Set Review 02.25.2015 ROOF FRAMING THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Permit Set/Bid Set 03.03.2015 v ICE SHIELD UNDERLAYMENT GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS Rafter to Top Plate(Toe-nailed) 3-8d per rafter Construction Set 00.00.0000 REQUIRED Ceiling Joist to Top Plate(Toe nailed) 3 8d per joist WOOD FRAMING Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap REVISION DATES 20 120 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 Ceiling Joist Laps over Partitions(Face nailed) 4-16d each lap 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LAR1-UM �'i,Tl11EIITI,✓�J1M1 fII'UM SPECIFICATIONS: Collar Tie to Rafter(Face-nailed) 2-8d per tie ON LEAD CONTENT BEFORE ± _ 4'O" 4'0" 4'0" 4'0" 4'0" 4'-0" Blocking to Rafter(Toe-nailed) 2-8d each end FB=825 PSI �' �' Rim Board to Rafter(End nailed) 2 16d each end FV=95 PSI CERTIFICATE©FOCCUPttNCY FC PERP=625 PSI TRUSS PLACARDING REQUIRED \ _ \ SOLDER USED IN WATER WALL FRAMING E=1,600,000 PSI 3 2 2 3 3 2 3 3 2 3 SUPPLY SY T& OAI'1 ATOT ter\ d-- Top Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMHM SP C?ICATION ; 1. Top Plates at Intersections(Face-nailed) 4-16d joints-each side �-s• e..b.•a�x„�r v t �., «• _- " --- Stud to Stud Face nailed 2 16d 24"o.c. _ (Face-nailed) FB=2,900 PSI ElLtr�Yr.:;vr + ' '�iC GIRDER AS SPECIFIED o� �� Header to Header(Face-nailed) 16d 16"o.c.along edges FV=290 PSI RETAIN STORM WATER RUNOFF INI�'`co, • T@s-`,?••ll P -( ` rE ` •of + ,',, FC PERP=650 PSI PURSUANT TO CHAPTER 236 I' f''" Top or Bottom Plate to Stud(End nailed) 2-16d per 2x4 stud E=2,000,000 PSI OF THE TOWN CODE. > BLOCKING PER 2-16d 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FRED A/=C " I I per 2x6 stud MANUFACTURES SPEC. ' �_ 2 1 1 2 2 1 2 2 1 2 2-16d per 2x8 stud 'L h/j JOIST AS SPECIFIED (1)CS18 METAL STRAP PER PLUMBING �5 T I STUD w/(8)8D COMMON 1,2 FB=2,800 PSI �C9 �t,R.K� E`er METAL HANGER PER NAILS PER 12"END LENGTH Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot FV=290 PSI ALL PLUMBING WASTE Q- 4Q- 4.1 A t, MANUFACTURES SPEC. (Face nailed) FC PERP=740 PSI &WATER LINES NEED ffil 3 11* E=2,100,000 PSI TESTING BEFORE COVERING ; r..; <. c 7,'"- FLOOR FRAMING * I \ \ - Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM - , _1*- o Bridging to Joist(Toe-nailed) 2-8d each end SPECIFICATIONS: OCCUPANCY OR 0248012 3 2 2 3 9 3 2 3 3 2 3 g g \ �\ Blocking to Joist(Toe-nailed) 2-8d each end FB=975 PSI ° �� Blocking to Sill or Top Plate(Toe nailed) 3 16d each block USE IS UNLAWFUL °F" Typical Joist Hanger Gable Roof Plan:0 to 10 degrees Gable Roof Plan: 10 to 45 degrees FV=175 PSI yp g Ledger Strip to Beam(Face-nailed) 3-16d each joist FC PERP=565 PSI WITHOUT CERTIFICATE Not TO Scale Joist on Ledger to Beam(Toe nailed) 3 8d per joist E=1,600,000 PSI Band Joist to Joist(End-nailed) 3-16d per joist ('� nn '--N___,,.. Band Joist to Sill or Top Plate(Toe nailed) 2 16d 1 per foot 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATEC�ENWUQNKB�R �R S DRE TO BE NAILED/BOLTED IN ROOF SHEATHING NAILING SCHEDULE ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING Zone 1 Zone 2 Zone 3 Zone 4 6.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED RAFTER Structural Panels 8d 4"o.c.perimeter zone other CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL �/ 6"O.C.edges of panel, 12" CONNECTORS,STRAPS ETC.ARE TD BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Drawing Legend: (1)SIMPSON H6 STRAP PER FIELD 3"O.C. 12"O.C. 3"O.C. 4"O.C. O.C.interior of panel "' �% ` _ RAFTER w/(8)N10 OR 10D Diagonal Board Sheathing - Wall To Be Removed ;. ANCHOR BOLT 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING �• 1"x6"or1"x8" 2-8dsu ort -_ PLYWOOD NAILS �: 4'O.C.(TYPICAL) EDGE 4"O.C. 6"O.C. 3"O.C. 4"O.C, perpp OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C. EDGES AND 12"O.C. Wall To Remain 1"x 10"or wider 3 8d New Wall (1 ir kW, SILL PLATES u ,p 12"FROM CORNERS per support FIELD). • � , n STUD WALL 8 ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON CEILING SHEATHING 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D . , ‘ New Foundation Wall °*• NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE COMMON NAILS 6"O.C.EDGES AND 12"O.C.FIELD. Gypsum Wallboard 5d 7"edge/10"field - Lines Above 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. - Lines Below FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. WALL SHEATHING 10.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. --------- Guidelines Structural Panels 8d (see table 3.9) - -_ - - Rafter/Plate/Stud Connection Header & Post Tie Downs Simplified Roof Sheathing Nailing Schedule Fiberboard Panels 11.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Fence 7/16" 6d 3"edge 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. Tag Not To Scale Not To Scale Not To Scale g /6"field Door , 25/32" 8d 3"edge/6"field Gypsum Wallboard 5dedge/ 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 ii yp STAINLESS STEEL. ' Window Tag 011 r " led Hardboard 8d (see table 3.9).."--......7-111-.V.111, �ri� Particleboard Panels 8d (see table 3.9) 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. -`-"''� CARRIAGE BOLTS �' _ Section X, -; �� Diagonal Board Sheathing (2)2X GIRDER �'� 1"x 6"or 1"x 8" 2-8d per support Ip: !i pt�Pi� Lb�#i0 F€S�■ 1"x 10"or wider 3 8d ersupportvv"•.titi �--- FLOOR SHEATHING ] WOOD POST DATE:���I /Lf _ B.P.#; ���' � --- Structural Panels 1 01,40 �- 1 or less 8d 6"edge/12"field FEE::11-23. ..,�. POST ANCHOR `< " -!E. O BY:_ ©� Elevation Tag -�1 (1)CS18 METAL g NOTIFY BU'LD'"v'G DEr P,RTM[;[vT AT x ' greater than 1" 10d 6"edge/6"field 755-1802 8'A,M TO 4 PM FOR THF i Alt STRAP PER STUD w/ LAND OE Diagonal Board SheathingE �► (8)8D COMMON OF GROENKE FOLLOWING INSPECTIONS. CONCRETE PIER NAILS PER END 1"x 6"or 1"x 8" 2-8d per support 1, FOUNDATION - TWO REQUIRED xUx Interior Elevation Tag 4 ' , • • ' / S 64°20'06" E 66'0" 1"x 10' or wider 3 8d per support - • FOR POURED CONCRETE x ,, 1 Nailingrequirements are based on wall sheathingnailed 6"on center atthepanel edge.If wall sheathingis nailed 2. ROUGH - FRAMING 1 qg ' FRAh+GJG & PLUMBING gt 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 3. INSULATION FRM. be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. Deck Railing/Post Anchor GARAGE 4. FINAL - CONSTRUCTION MUST Not To Scale ' ANCHOR BOLTS 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted EL COMPLETE FOR C.Q. to be reduced to 1-16d nail per foot. ALL CONSTRUCTION SHALL MEET THE 1 10 - REQUIREMENTS OF THE CODES OF NEW re\ 1' 4 - SCTM# 1000-66-02-32 i,-;.--, o 00 DESIGN OR CONSTRUCTION ERRORS. jA `` R L, oo ORK STATE. NOT RESPONSIBLE FOR .q: MASONRY WALL DO VNI',. � pNj PROPERTY ADDRESS 220 SKIPPERS LANE,ORIENT,NY 11957 FOUNDATION NOTES: ' ± ti 35' REAR YARD SETBACK M E R Y L K R A M E R CS18 METAL STRAPS ±: ;;; r-I _ __ ______-_i THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT } t � w/ (8)8D COMMON I- - ZONING R40 TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. architect �� NAILS PER 12"END a BUILDING HEIGHT ALLOWABLE- 35 FEET 1 ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. RAFTERFirst Floor & Sill Anchors 15-0ACTUAL-22-O" 2-ALL REBAR ASTM A-615 GRADE 60. BLOCKING ! BUILDING EXCEEDS MIN.REQUIREMENTS 2 3 E . FRONT S T R E E T 4k1 Not To Scale I ENERGY CODE 3 FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE SET FORTH BY N.Y.STATE RESIDENTIAL INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. POST OFFICE BOX 6 8 3 RIDGE BEAM v I v BUILDING CODE-SEE ATTACHED REPORT }I GREENPORT, NY 11944 m I dW 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" F• ' F- BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH I I WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 6 3 I 4 7 7 - 8 7 3 6 o I a GENERAL NOTES m k a r c h i t e c t , c o m Rafter Straps LAND N/F Q ' • ¢ LAND N/F 5-ALL SNAP OFF FORM TIES ARETO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. OF ASCH >- I OF PHOEBE WAY Not To Scale w I I w 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN a • ACCORDANCE WITH THE NEW YORK STATE UNIFORM 6 THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS in I in BUILDING CODE,AND THE NEW YORK STATE ENERGY RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. FRAMING I CONSERVATION CODE,AND LOCAL AUTHORITIES. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING I EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. ;f ..%'. f,` 3"No.8 SCREWS 12"O.C. ?= i;'r I,+!I! __ LIGHT WOOD-FRAME WALL " -- -- ---' 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. ////'/ tt'li ( I H I LINE OF ONE STORY STRUCTURE 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE %' I h 1 I I I TO BE DEMOLISHED VERIFIED BY CONTRACTOR(S)PRIOR TO START OF I ' \ WASHER(TYP.) 3"Vent Thru Roof ROOF I CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. J ' I I I I FOUNDATION HAS BEEN DESIGNED FOR A SOIL Stifle Residence F+'a 19.75 I 1 25.3 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. �.�`. j7� 3"`t l / / BEARING CAPACITY OF TWO(2)TSF AND GRADES 1/2"PLYWOOD 2' PROPDSED ONE' _ LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN i - LAUNDRY BATH 1 " J. KITCHEN STORY 1 -' 220 Skippers F rF, -I"'"" "�I THESE CONDITIONS ARE MET. ALL FILL BENEATH 95% Lane, Orient, i I' "rADDITION 6"LIFTS TO OF MAXIMUM DRY DENSITY. NY 11957 GLASS ��`� I I I I CONCRETE SLABS TO BE COMPACTED TO 95% • �2, I�112. 11 vZ 12• 4 11 1/2„ la" i s ( PROPOSED DECK ADDITION RELATIVE DENSITY. 12 UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 jai I I , 1 4"MAIN WASTE LINE I g �'� I r LAV. SINK SLOPE 1/4"PER.FT. I F---'-- I REBAR DOWELS. PERMANENT WOODED w [ W 0 °W I I 3. PROVIDE FLASHING AT ALL ROOF BREAKS, SUGGESTED UNDERPINNING PROCEDURES: 1, N PERMANENT SCREW r -II F.A.I. FIRST FLOOR ANCHORS H0,5/1,2. '+ r CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS v LASS �i 3° 2" 2" i i DECK! AND DECKS ETC.. A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL.�I 1/2"PLYWOOD C.O.N \ • I t`_ 12 ST. FRM. _ O B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. r I 4. DO NOT SCALE DRAWINGS. INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. ill; " CONNECT TO W IFI I INI;� _J I Q FRAMING / SEE APPROVED -T --"-- � DETAIL SANITARY SYSTEM 35' FRONT YA SETBAC w Cl)ib 5. DESIGN CONSULTANTS OR RECORD ARCHITECT R C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE Code Requirements A N \ � ENGINEER ARE NOT RESPONSIBLE FOR THE kji N AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS % INSPECTION,SUPERVISION,OR ADMINISTRATION OF Ic / I {i HOUSE M COVERED - w THIS CONSTRUCTION PROJECT. FEDERAL, STATE NECESSARY. Scale: Noted /; ,%",, . I;I WASHER(TY'P.) 0Plumber Riser Diagram CNI SCREENED PORCH p AND LOCAL ZONING AND BUILDING CODE COMPLIANCE D EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY All Drawings Printed on 11x17 // ; :. Il L`"I` PLYWOOD OPENINGS Scale: N.T.S. N PORCH _ ) g /,: i z SHALL BE THE RESPONSIBILITY OF THE BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 50% /f' \ PROTECTION;THICKNESS a Paper Scale is Scale Above a ` f - DEPENDS ON WINDOW OPENING w CONTRACTOR. 3"No.8 SCREWS 12"O.C. F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. WIDTH(I) DETAIL A-TYPICAL ATTACHMENT OF 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE v FACILITATE CONSTRUCTION AND SHALL NOT BE PLYWOOD OPENINGS PROTECTION TO MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. k WOOD-FRAME BUILDING NOTE: IN LIEU OF SCREWS,LUGS CONSTRUED AS A CONTRACT BETWEEN BUILDER AND WITH NUTS AND WASHERS MAY OWNER. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR F BE USED N 63°59'50"W 66'0" 7. THIS STRUCTURE HAS BEEN DESIGNED IN i\1_c: cJ THREE FEET FROM NEW WALL. 1... 4 II \ ACCORDANCE WITH THE NEW YORK STATE ENERGY VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 1. SKIPPERS LANE CONSERVATION CODE. fi PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD Site Plan 9'-0"H.FDTN.WALL #5 REBAR @ 48"O.C.0 9'-0"H.FDTN.WALL-#5 REBAR @ 48"O.C. n „ = 8. CONTRACTOR SHALL OBTAIN ALL PERMITS O 2015 Meryl Kramer Architect FRAMED BUILDINGS Scale: 1 2O ft 10'-0"H.FDTN.WALL-#6 REBAR @ 48"O.C. �'�Q c ( All Rights Reserved 4 x 12711 1 • A i 1, 1 i DRAWING ISSUE DATES WINDOW SCHEDULE Progress 01.26.2015 k Permit Set Review 02.25.2015 PERFORMANCE SOLAR HEATPermit Set/Bid Set 03.03.2015 NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE RATING (DP) GAIN COEFF. HARDWARE GLASS & DIVISIONS REMARKS N0. Construction Set 00.00.0000 � r : A MARVIN :., `` !, WUDH2O22:;':.. r DOUBLE HUNG 2-1 3/8��x 4�-5'r 2r-2 3/8' x 4'-5 1/2' 0.31 DP 30 0.49 TBD Argon LoE-180 Provide Screen A REVISION DATESB MARVIN'' WUAWN2828 AWNING 2'-4"x 2'-4 1/16" 2'-5"x 2'-4 9/16" 0.3 DP 30 0.45 TBD Argon LoE-180 Provide Screen B C MARVIN ::: '" CUCA2840 `` CASEMENT 2'-4"x 3'-3 1/8" 2'-5"x 3'-3 5/8" 0.29 DP 30 0.46 TBD Argon LoE-180 Provide Screen , fDOOR SCHEDULE ii, PERFORMANCE SOLAR HEAT GLASS& NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE RATING (DP) GAIN COEFF. DOOR SWING HARDWARE DIVISIONS REMARKS NO. INSWING 101 MARVIN CUIFD2666 CLAD 2'-6 5/8"x 6'-7 1/2" 2'-7 5/8"x 6'-8" 0.31 DP 30 0.44 AS SHOWN TBD Argon LoE-180 Supply w/Screen Door 101 FRENCH INSWING Supply w/Screen Door &3"Stud d 102 MARVIN - CUIFD 3070 FRENCH CLAD 3'-0 5/8"x 6'-10" 6'-5 3/8"x 6'-10 1/2" 0.31 DP 30 0.39 AS SHOWN TBD Argon LoE-180 102 ,��a�o �y�r Pockets an overs g 102A MARVIN CUIFD1670 CLAD 1'-7 7/8"x 6'-10" 1'-8 7/8"x 6'-10 1/2" 0.31 DP 30 0.39 AS SHOWN TBD Argon LoE-180 r &3 Stud 102A INSWING Supply w/Screen Doo �����.A�, F� FRENCH Pockets and Covers Kitts, INSWING r Supply w/Screen Door &3"Stud tp 102B MARVIN CUIFD1670 CLAD 1'-7 7/8' x 6-10" 1 -8 7/8"x 6'-10 1/2" 0.31 DP 30 0.39 AS SHOWN TBD Argon LoE-180 102B _ FRENCH Pockets and Covers * I�'# �' "Ar• .' * 103 TRUSTILE PL206 SIMPLE SWING PAINT 2'-4"x 6'-8" TBD AS SHOWN TBD AS SHOWN 103 It F, y'w. 104 TRUSTILE TS4000 BI-FOLD SIMPLE PAINT 2'-8"x 6'-8" TBD AS SHOWN TBD AS SHOWN 104 ...• r• • S+j� 024802 ALtk- f 105 TRUSTILE TS4000 SWING SIMPLE PAINT 1'-6"x 6'-8" TBD AS SHOWN TBD AS SHOWN 105 4OFNEv'I 106 TRUSTILE TS4000 SWING SIMPLE PAINT 2'-0"x 6'-8" TBD AS SHOWN TBD AS SHOWN 106 107 CASED PAINT 2'-6"x 6'-8" TBD 107 -, OPENING 108 CASED PAINT 4'-0"x 6'-8" TBD 108 OPENING 27'_2" Drawing Legend: / PROPOSED ADDITION y \ - : Wall To Be Removed er // �/ ///// � Wall To Remain 3'5" 2'5" 4'6 1/2" 2E 5EEr 2�5EErE 2E 5EE 9'0 1/2° New Wall i ,"a"--:T—IL—il—/ / / / / / / / R.O. R.O. R.O. R.O. SECURE NEW FOUNDATION _ .. New Foundation Wall s /� WALL AND FOOTING WITH 24" N LONG#5 BARS, 12"O.C. NEW WINDOWS Z\-I _ _ Lines Above VERTICAL. DOWEL INTO L, o (B) EXISTING FOUNDATION AND — — — — - Lines Below EPDXY IN PLACE,(TYP+OF 2) m _ + -- Guidelines co PROVIDE CRAWL SPACE VENTS PROVIDE SIMPSON HDU 5 EXISTING N /B> - Fence 3'-0" PER R 408.2(TYP.OF 4) 3'-0�� ANCHORS AS SHOWN TO GUEST \ / O _ line of overhang above ROOMcsa- ® Door Tag MAX. if MAX. ' ATTACH TO STUDS ABOVE, TYP `l \ \ r1 ; .:- , -' , ++, f, -,,, l Window Tag y „ PROVIDE 5/8"ANCHOR , 8'-0" 5 1/2 I II 183 j " I I 5 1/2" a j I .z.': ' BOLTS @ 32" O.C+ MAX �� `� t I' . , A181-3" : �..� w NIS Z > I � n CO I I 1 1 gall (17 AND WITHIN 1 -0 OF EACH- M1 e __, O — p :. , I SheetA-)00(X, u- o T FRAME WALL �. \ � / �w a m �j SPLICE IN SILL PLATE in //' .ii tr o (Diu- w o o i �"' BATH I ABOVE TO RR @ 0 02 o --- E. _ _ - _ _ _ a I _ - Detail Ta ,�. io 0 a io ' - 9 ,, �\ ; .. (3)2x6 POST TO 0. g j'j • © c'>'3 © i 03 r,� , STRUCTURAL CEILING o = J j I �I� z -� 0 .� CATHEDRAL > LT Calj iji ,.: RIDGE : / x ' 5 w m 0 o CRAWL SPACE n • k. ~ Co 6m � i _ (3) 1_3/4"X_1.'7/8" LVL-----_—_—_—_ _—_ N a N w ,i o Elevation Tag / m 2" PC SLAB ON 30 MIL m —.-- - m Z / — W D— -.il �` -�-2 _ -.,,.. ..;— STF2UCT.A.Z. 2IDGE� o b0 0 `� a r+ // I LY VAPOR BARRIER/r i ,, VERIFY LOCATION WITH DOOR 0 r•a'?'o >, :'' cS ?X I c~n `� z 1- PO I _ +..:. ` M 13/4"X 9 1/2" LVL LEDGER % ` UNIT ABOVE 2x10 LEDGER _ N CO ~' x ISLAND - _ _ Interior Elevation Tag \� U -- s`:" 3' T o �' X XXX X a ANCHOR TO FOUNDATION W/ rn POINT LOAD FROM cm �, _ � � l 1 I _- -- __.__.__--4-1 --- 02 .- _----- -_..._. ___-ti_p o x (2) 1/2"X 7"WEDGE-ALL / i STRUCTURAL r ANCHORS AT 16"O.C. PROTECT /// N 1 2X6 FRAME WALL cc _ I co LEDGER FROM CONCRETE W/ %/ I RIDGE ABOVE HALL \_ .'r� ABOVE TO RR � r o m 0 I .> KITCHEN o ! \ N co r ICE&WATER SHIELD BEAM POCKET _ 2x1 R @ 16"O.C. !ji BEAM POCKET r m+ WOOD FLOOR X I o' 0 GROUT SOLID , ,,,- rr ""� \• I- (3)2x6 POST N (3)2x6 POST TO �„ oiq a j LEDGER, L — ' STRUCTURAL a — — — — ------ GROUT SOLID J %�/�" - RIDGE 3 13/4"X 11 7/8" LVL l . *-________________________....±....7,, \ 4 .r r' , neofFlatC ling li ei j DROPPED GIRDER A .yf r ' (3) 13/4"x 9 1/2" LVL • I ��. '- r o Iffi TI DROPPED GIRDER Uo r _ w u� I I I w o I Og In p k \ w :f.' EXISTING = I ( I SITTING AREA ( N ,ix M E R Y L K R A M E R EXISTING o o �0 = l DINING ROOM WOOD FLOOR @ z architect FULL BASEMENT NEW ACCESS OPENING IN o Z m , L x I I o �t EXISTING m j p m I I N I ' I cc X W r N III O m N ` BRICK/STONE FOUNDATION N , ,_ \ I I ,, .,, . ,., OB _ , ------=-=-= --------==--------_- WALL DISCUSS W/ \ - X __, r ARCHITECT TO DETERMNE j Q I I N -,0I N F a q II BEST LOCATION PRIOR TO 3 c 9 !' al \ 21 3 E . FRONT STREET g > - DEMOLITION 'A r. ..' % , . r, --4":77-711.--- --11-- - 4I•'-----'— - - _of \ �. POST OFFICE BOX 6 8 3 4 EXISTING � .. s . _ --- - - _ - -- -- - - - - -- - - -- - - -- - --- - EENP R NY I I 44 •- -..�..i,': �. i t'�i+_• �.-. `� I (2)-2-X8- 2}�,X8- (2}2X8 bI�'o G R O T 9 " BOILER --2x-8-ACQ-LEDGER o J _J _ -.--. HEA -.._HEArER -- HI= R _. � � c� o i - _.__-_._-.-• �( ) 6 3 4 7 7 8 7 3 6 3 2x10 ACQ GIRDER N © I ' NEW 2x8 ACQ LEDGER I I PROPOSED DECK- m k a r c h t e c t c o m 0 • ' ; I_AG TO RIM JOIST W/(2) _ �a -T r ' 1/2"X 5" GALVANIZED LAG --=. -1— - EXISTING EXISTING line of deck above L - J BOLTS @ 16" O.C. _ _ _ F I I �'�� � ELECTRIC - - '- 1 T - UP WATER --.-•a ,- - , PANEL HEATER / CUT IN BEAM 6'-0" / POCKET FOR j.... . -tl----- NEW GIRDER 1.2" DIA.SONOTUBE PIER ON — 'f / t ,,� ///��// /i% 24"X 24"X12" PC FOOTING, �i�i` i�� "`�"""""" STAIR 7 j 36" MINIMUM BELOW GRADE. .* . ���� B LCO j% 000A, _ ��00 / ANCHOR GIRDER TO PC PIER, � r������ --27-11 SEE DETAIL ����������������� Stille Residence 1 / 220 Skippers Lane, Orient, 1'-41/2" 1-11/2 1'-11/2" NY EXISTING BILCO 2'-2 3/8" 2'-2 3/8" 2'-7 5/8" 2'-4" • TO REMAIN / / / / / / / / . R.O. R.O. R.O. 13'O" +/417" 5 / VIF / +/-17'-7" .; / / PROPOSED Plans ADDITION ,3 • Scale: 1/4"= 1'-0" ( All Drawings Printed on Paper Scale is 50%Scale Above 1 First Floor Plan Partial First Floor Plan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-O" A 101 1 © 2015 Meryl Kramer Architect All Rights Reserved I 4 yy t` 1 ...' ...,'. r k DRAWING ISSUE DATES Progress 01.26.2015 Permit Set Review 02.25.2015 --,, •-.1.-'," Permit Set/Bid Set 03.03.2015 •,,. 1 Construction Set 00.00.0000 i REVISION DATES 1 .:i .1 :;.. ...;.' r— __ .............. .... ; . § . ... f. . ...... ......... ... . .... ... .. ..,'.i 5. . . . R ...... .. ...... ... ..... . ......... .. . . 1 ... ... ... . ... . ..... ,... . .. ......... ..... .... c,,•ce litED Anbeiii .... ,. e: . .. ...... . .. ..... ... . 4. ....iA . .. . . ....... ' ,.., 4.., * . . .. ........ ... _.. ........ ___.................... . . . - . ..... - -- ••- .t. . . .... ..... .. . .... . . ........ ..... .. . - - .r,. .. ... ..„.... . ... ... „ . . ..„...„ .... . Si. 0248 Cf2.0)Lk- w.- . • . , ..„. ......... ..... --- -- . .- ..... ----.......-- ............ ............... ...,..--,.....:--:.-,...-,-............ .... .................................................... ................. ............ ............................................ ........................................... ......... . ..... ... , . ........... ..... ...... ......................................... .................... ... . . .............................. ...... ............................................................ .... ... ... . . ..,...... ... ...... . ....... . .......... ...... .... . ...,. . . ..... .„„,..................„,.....„........„:„..„.„..„:„.....„._.,,..............„....„:„.........„...........„.„...„...„,„..„.....„,„:„.„...... ,........, . .......„ ..................... ......... . . .............. ......... ............ . ... - ."- .. ............................. .... •: . . .................. ....................... .......... ........................................................................................................................,..................................................................... - - - - -........"...-- ..."""- - ....... . . ..... . .......... .. ... .... .. .......„.......... .................... ............ ............ .... ... ..... ............... .......... ........ ............................................................................................. ..... .......... ........ .. ....................... . ...... ... .. ..... ................ .................................... . ....... ..... ........ .. ........ ............. ........... ...... ....... .. ........ .... ; .................................. ....... ... .... .... -----— ...... .... • ........ .. ..... .. • ........... . ........ .. , ....... ......... ........... .... ............. ..„. .i, .... . .............................................................................. ........ ............... .... .. ___ ................. ........................ ...... ......... ............................................................. ....... ...... ..... . ...... ......... ....... . .............................................................................................................. ..... ............. ... ..... .................... .. .......... ..................................... ............ ........ ..... ............................. ......... ..... .... ... ...„.... ......... ..... „.. . . ......... --...-...,-:•:::::":....,.......................................... .....,..... ....... ........ •••...•••. • . . . • i• ,.... ._ .. . — - . ...... ........, .. .......... .. ,.. . . . . ... . ...... . ... . ... ...... . , ..:....-....,............................................................................... ....................................,........................................................ .........................................................................................................................................................................................„...... . . . .. .. .. . . . . •.• ... . ........ ....... ...... ........ .. ..... . . . . „... ........................... ......................................... .. ................................................ ................... ....................................„.,........ ...................................................................................................................... ................ . .............................. . .. .. ......... .. .... ........................... ...... .. . ...... .... . ....... ........................... . .................. : ..::::..:..:.-...r.7.-_-_-:::,,:,,-,-::::....-..-:................................:.:.::::-?",..-.--.---.---:„...--:,:„.- -• --....- ..... ... ..... ................ ... ... . .......... ......... ........ ........... .... ................ . . ..... .. .. ............ .... .......„... ........ ...... . . .............................................................................. .................................... ............................. „.. ............................................... _........ ........... ............................................. ............ ............ ..... . ... ...... ..... . ...,..... ....... ....... .... ...... . .................................................................................................. .............................................................................. . .......................................................................................................... ... .....................................................,......- .- . ... . ... ....... ...................................„............... ....... . ........ . ....................... Drawing Legend: .. ........ .... ..... ... ........ . ................... ......... . .............. .,..... . ....... . .... ........... .......... ............... ....... ........... . .....„ ............................................................................ . ...................................................... ........... .. . ........ ,::::::-- ..........:__-_-_-:-......t.,..,............... ...... . .... ............... . .. ................................................... ........ .... ., .......... ....... ............................................................ ............................................. ..................... ........................................................... ...................................................................................................... .. ....... .................. .... ..... ... ........ ..... ........ . ................ ............. .. _ - Wall To Be Removed ......... . ...... ....................... ..........________ ..................... .......... ... . ...... ............................. ... .. .. .................... . .. ....................................................... . ... .„... ...... ..... ........ .. .. ....... , . .... .. . . .. . ........ ....... .. .... .... . ...... .....,.. ....... - - ) . . ... . ..... ......... . ............. ......... ......... ........... . . . ..... ....... ... ......................... ........ . . \ . .. .... Wall To Remain .. . .. . • .. ....... ......... . ... . ...... • .. . ••• . ....... ... "". •-- • • . ... . New Wall .. ..... ............. .......... . .. • - -• •••••-"" •""••••• """" "•••••• .• .:.:,-- -,.,,,,-,...- .1:1,111- -,,i. •„-,,,,,,-, --,-,-,--- , . . , .. ........ .4,,,,,- .---,,,--:::., :,•,,,,,,,,,-. . ,,,,,,,,, ::,:,,,, .,...--,- .--,,,, . , , •,(..,- -;••• ••-••• ,, . ' . ................. ........ ... / ",-il.., .!:,- ;, ,, — ;,-.,: yzr;-. .i::, i'':''' •H•ii ' ' -, ' 4 - ... New Foundation Wall i',P.•;-... ,,--- .:..,,-, !,•--- ,.,, . ..,'i: „ - , z z z -??, .-,...... ..• ;:-- z --- ... .... - ....... ---•--- -- . .. - . . .... .... ...: ,,,,, ...,,,:.- :: ....- ....:::: .. . .... .. ..... .. . ....... ..'„. ... , ,•,-..,.: v....,...... „.•,... :-•,, ,,--,m-,,,,,, -,,,,,,,........ , - • •- -- - - Lines Above ....._ ......: , -::-..'w. ...... ',.. A" --?-(_.C__T 'Iii''. .1,1"-2 '-•,, '' ''' "" - . . ... • . "::.ii'. .... '''''1•• '.. :1-„ii.... '''-i.,.. ..„ ..,.. .,..,;„ <-7(95- <-7-( _)---- <-7e( _)---- ---:. ---. -Ai.i,. --!:-,-- -•ir: -7.-- •-ii •':, N. '-‘,. --, . — Lines Below .. . .... . . .. . ... ....... .. . _ . • N. -... N, E•-,,•••-• -:,,,,• , .- N.. . . . . . ........ i -;.=:',. • -•,'..:.,'.... ..i!i:•:'.,-,...... ....i•r„:„ ..,.'i, ....---- -.. ...T-'-.... . "N ---. 1 --, •, •••:•,.. i-,,i., ---.... • . .... ........ ...... .... --: , --------- Guidelines . . • . . , . -...R.,, ,,,,.-, , •-,, ,. • --•-- - "•• -• ,,i . ... ...... ..., .. , .- . - -. ,•-,•:-•-: i,..• .,- •-.• --,- ... . -•,--.;,•• 5-,.'' .:!":" -:-.i,'.. :„'::•• !"„'i'ii, --i'ii• i . .... .. .. - -,1 ii • .. .'''',--' ...;'..- ';':''''...•'• 'T'ii,;','. TiTiiii" '::::''Hi'. ';''Y'—' ''''''.... —.'.'"':'...i.,'' ''''.7. '..*.' !.. .... '.'-'-''.. '''—'1''''''.. 'l'i '''?'" .1."i'""'' ''L'•','''. ' '''"iif ••:`,,r:::il• '', ,... ,!,.. '',il•r,, ....—,.. ;',•,;••• ..''...:.:"..:.. , ,...: _ ' .., „ ._ ' ' .. . 4111:11) Door Tag .. .. ,,, .., :: :. - -,.... -... -,,:: ,,,„ - ,,,,,,,.. -:;-::::. :•.;-: ----,,, ••-•••• -,,,-;•,-„, --.,:t..i,., ..!;,-,-.. ::-...iii., . First Floor ..", ..,,ii•••• ---,,,:.: ..,1.ii,:- ,e: .,if:„„-- •-:!,,.. .,::„.„„. . ......, .,,,,,1, -...i,„,,, ti,. ...„,„ •--;,i,..•., e,...,.,,,,. :--4 -:, : .. . -..,:•.--- -.••,:..:„. :: . .--- . ..... ... . . „ _ . .. . .. ........ ...... ... ........ .... ........ , . ! ,- - • -, - -•-, - -- 0 , 7Window Tag.-- ,"..'", ,,,,, ' ... ..... ' . ... . ...... ... .... ..... . .. .... . .....____ ,___ .... ... ...... ... ....... ....... ,...,.. .,•.i:' :,:,..... '.....:',, ,,.,'''.:-.7 .:.E..,....c.' ki:' Hi;:il. '.,,,;ii,• 'Hi....' ' ',:!' '',"-....;;:'," ::',H ....I.H. .,"::'... . '.';''• '''''', ..• ''' ..... :.....,,,:. '•.'..' '...,..:;': '.•''..,.,) '',:i...". T• . . i . e -1 Section X, i-'. Sheet A-XXX 1-- .... il 271-2" PROPOSED EXISTINGDetail Tag / / / ..... -.1. West Elevation 48' Elevation Tag Cip_ Scale: 1/41= 1'-0" 1 x Interior Elevation Tag 4 X<(›X 11 ......,..,,,.7.,,., ., ......,......_...,...,..._.....,.._.... .... ,.....,..,.".,,..7,:. .,..... ,,,.,.......,.....,..,,..____.... . ......... ..r.._____......_........................................,,..............................__............,.....................:...:77.......,.._..........._____.7.7,_,_ ,..._ ..,...______::___::..".:.,..................................,.."..........i.i........71::....:11111,.................1..........1..........11..-1'....-..till.1....111. 5 x 4 1 4:- it '.„','.i •-•-.•.•-.• ---::::.---..---------.7.-..-...-.1-:„-::::...-.1-. „,,c ... ...................„.... ...... .............. ........................ ................................ ........... ...... ............. .... ................ . ............................................................................................................ E „...........„„........................................... .......... ..........................................................................................=................................................................................................................................................................... . ..... ... .. ........................... 1 ..... ..................... . ........ . ........ ...................... ......................................... ................ .................................... . .............................. ...............„......................................................................... " ............................ .......................... ...... .. .. .................................................................................. „, ..... ... ................................................................................................................................................................................................................................................................ . ............................................................................... ................................................................................................... _.....__:.. ......... . ... .............................................. . ,,,,, Y . . :.„..........:..........:..,......:..................:...:.......:.............................. ,iiiirior'l -,..,,, . . .............................................. .. ..... ... . . 1. ............................................................................................................................................................................ . ................... . ................................................. . .. ....................................... ...... ......... . .......-.................................................................................-.-.................-....-.................................... ......................... ....... ........-----.-.......................... ..... ..... ...........................................- 4., .... MERYL KR AMER i "''"•• --..., ..,, -,,,,,, "' ""."'-----•••••••••• ..„.......... ...... .............................................................................................................................................................................................. ........ ................... .......... ....................................................................................... a r c h i t e c f it, •.... „.. ...... ... .... ----„, .......... ........................................... ... . ....................... ............. ... . .................... _ . ................ .... ... ______ .................................... ... ........ ......... ............ 4 ___---_-_.......____-_-............-..............._,.--__ ',:i. . . ............... ......... _________________________________ ........._........... ........ ............. . ............... ________ ...........____........................ ........... ...........____..........:....................................... ..... ... .. .......................................____. ...______________................................ .................................................................... ....... .. .......... ............................................................................................... ''• .. .. .' . ..'."."... _____________......._____________________..............._................._____________...... ................................................. ............................. .............. ........... _______________________............ .........................,. 213 E . FRONT STREET EXISTING SHED ROOF TO BE MODIFIED ( 1 II I .....______............._______... .. ___...._____________________...... ................... . .....,..„............... . ..„............._...... .....„................______......__........... . .................................,......................____ i.... I POST OFFICE BOX 683... AS REQUIRED f:- — .. . ..... ........... ......... ............ . GREENPORT, NY 11944 r7.. ........... . . ........... ................................................................................ ........................................ ............................. ........ . ... .............. ._.......________........._ ........._______....__ _________—_—_—___........... .......... ........... ... .......__................................__ .... .......,. .. ....... _7..7_ ........ . .. ,. . ---... . NEW FLAT ROOFt . - 4 7 - 8 7 3 6... .. .......... ......... ........ ...____......... ,.......... .......___ ,.........._._._,.............,.....,.._.... ......:... . ..„:„.:.......:.._:____ ,., . . .. ... . . _ ...., '.-------------...........„..„.......„..„ __...:..:.,.:.::..............__... ._.,......:.,:„...2....._...............„:„„:„..:_:„....,:ii::::::::::::.:..„.„..::::.:.:...i.„:„...:..„.„........„...............:......„.::::..„..„...„:„.„..s..::::::::::.......s......„ ......... ... ...... .... ...... ,....... ..... ...... . ........... ..---, --_, ____._ _______ __ ....... .. ........ ........... _....,.... ___ __._. ......_ ..,_ _______ . . ........................................,..............-:-.77:7.-........________ _ ..-- -"""""......__-_-_-_-_-_-.7.-.-..-=...-_-_T. _ __ .-..-...-::::::::--.-...-.J.-.-.-::::::::-::-.--...-. '71.717.-7:::::::::::77.7.77—.—:...7—:'—'—'''''''' ' • • ........... ............ ......... mkaI rchit7ect . com ____.................................. _ ............,.................................................................................................. . ......................................... 1 .. ,. .... ... .......... ... . ... • •-• . _._ - --_____ . .. . .. ....,..___ _........ ............. ................................._,......................................................................... .................................................... . . .. . ___.......................................................................................................____.......,................______.... . ... .....,..........„.........1.1.1...-.111-..I.-..-...-.--.....-------.....----..------ .- ------- ----- ----. ..._____ ...r.;,....... ......:.....:..... ..... .. ... ....................................................................................,................ . ......... ._.....____ ,... .................................................................. --, ... __... . ....................._________________............................................................................................-....-.-...-:::::.:::.......-:.".":::::::-----:::.--:...-.1.-.:::...7.-:.-.".-."-::::.":----...---.-.-.1-.-;...-.-.:................................................................................................................................................................................................................. ..,„,,. .„...„„ . - ____...,...................................................................„...... ...................._.,............. .... .. . . ........„....:.,...,,.......„:„..„::::::..„:„....,..„..„..:„.„.„....................:.:.„...:::..:..:„......i....z:..z..:„........ ..............._..............._.........................._ ........_. . . ASPHALT SHINGLE ROOFING TO MATCH EXISTING .. .. ..... .... . ........ ......... ......... . ............................................ . ....... ................... .......................... . .........:......................:.:...........,::::;.............-................-...„ .........................................................z..... ........ . .................................. .. .................... ................................. .. _______ ........ ... ... „... ......... ....________ ............ ............................ .. . . . . . ..... ...... . ........ . - --- - .. __________________......... ... ............. . ......................._________ ________________________._____________________ •••••••••••••••••••• .•••••••••••••......:••.'......,••• •• •••••••••• ••••••• ••••••••r''' .. . ..'''.' "'... '.'" ''''. .'"' ' ................... .............................................. ...........7:.................... ........................ .... ........... . ....... .................. . ....:........7.......:......L..:.:...:..:.., . . ... ... -.... . . .........,..... .. ...._.,. ...............--..........................—... , ....... . ........ ..... ...... .... ..................... ............ ............ . .......................................... ......... .........-........ . ... ..... . — ---.......... - ... . .. ........................ ...... ......................_ ., ........ .... _7_47....... ........ ......... ..... — -- ,. .. i ...... ,.. .-...... — .....................................................................................„.„..................,.......................... . .... ___.......................................... .......7_7_7... - " ' .— ' ..................................„................ ........................................... .....................__....................... PATCH AND REPAIR EXISTING . . _ . . .. .. ........._ . .. ...... ............. ...................... ... .. ....................................... .. ... ... ... .. . ........,,.,, ,,.,..,,, ........... ....._.. ....._.... ...... • • • ..... ............ - ••• CLAPBOARD SIDING AS REQUIRED -.-..-.-.....--..:.....-.......:.:..-:::-:.......-:-........-.:7.-:::-..-........-..-...-:::::::-.-..-............-.....-.-.1-.7.1-...-..-------7.-.-:-.-::::::::::-::::::.-...-.-:::::-..-.....-............-.-2-...-.....-.7.-.............. -..-----.-..-......-:: - ....: ---.. -.:-----.-.-.-:.::::::".-.---...-.-.....-....-..-:-..-.7.-...-:::::::::-.-.-:::::.....- ......... ........ ....................... . .. . ......... _______ ______ ._........................ ..................„.„...„...... .... ......... ......... ...................................,........ .:.........„................ ...... ...... -• ,. 8 L._ -........ ......... ... ••• ". ....„. ................................. . . ...... . ......... .....,. .... .... ................................................................................................... --..„ -.-.----------„:„...-„-„-„--:::„.-.2.-_-,-_-_-::---„T„.--„-:-...-.-:-.7.-..-„:„-::::::::::„.-„:„.-.-.2:.-.2„--.-„.„--„:„,..-...-„...,„:„.-..-::::::..„....,:„. • .__. .......„..„.....:„.„:..........„.„.....„=„:„,.....i.„.„...........................„.......„..............,..i...........„..................... ............................................ .......................................................... .......................................„.,_:„.................... . . .. ..:.i.„..:,._,..........::„. .....................................................................=„"-.„:„."......_.„„.•:„.•„:„:-„-„T„:„.":-.--.....„....._„_______._:____„_„_„-"""-...T."-_-______„_„..=.7.-..-...-..-„„,.: ......... .... ......... ................................................................ .... ... ....... ................... ..................................... .................................................. ...„. ................ ............. ................................................................................................................„........................................... ................................................................ ................ .................................................................................. ......... .. . .......... ......... ............ . .. ..... .......... ... . . ...... ......... . . .. .12 ..... . .. ........... .......... ........... i,, ... ........ ,•••••-, ••••• , ,- •....r.r. . .'."'. ...'....... -- ...................:..:..:..................................-:..z...........................................................::....................,.......=............................................ ....:::::-.:-.-...:........7...2.. :..:...:..................:.. ............................................................. .... ..,. . . r , ..... .. ................,... ....... . . .... . ....... .•.. ........... . .•.„ . ....... ........... ......... ................... 7.. . . .......... "".." ........................_____........ .....77.7.......77.T777.:::::::::7'1"."„:„.77:::::::::::::7:::::::::::717""".....'71::::::::..........T.i.:1'. ............ 71111.:. —:'..:::J...1..'.'..7.7'............—:::::77........:'::—::.."....—.177'...---:'„:„.—.--...".7.....;.. --.";..7...111111.....S......7...„..:................:7'..:::„......„..„....................:"..............: i '4... ,V. ........ ..„ . ..... . ..... ' EXISTING WINDOWS TO REMAIN . ... .... ....... .. ................... ................. ....................................................... ....... ••••:;ii..il• -T,i-,!-- - . ........................:.................:..--..................................................... .................._................................................................. ........._.......................... ............................................................................................. ..................................... .................................................................................................... .............. ....... . ........... ............................... .................... ... ........................................................................................... ........... ............ . ......... ................ ......................... ---------------•------------"""-----------------.--.......-•,-......:::::::::::::::-.-..-.-.-.................................................................................................................................... ........ . ..... ..:............ ..... ................... ......... .............. .......... .... ........... .... .......................... ..................... .............. ......................... ....... ..... . . ...................„„„,..,,..„.........„...............,........„...............; ._........._.....:..„...............„.„......„:„.„..:...................„................„;„:„....„:„.„...„:„..i.i..........i..„..„„:„:„. • .... ......... . .„.. ............ ...................... .......................... ...... . ....... ........ .. .. ........ .............................. ..,„... ...... . ............. ........ .... ... ......... .......................................... . ..................... .. ...... . ...... ..... . . 5 ..._......... .............._....._........... ...... ......... ....... .........____ .. ._______________. ..........................._. l' . ..... .. . .._. _..... . . . " ..... .. ... .. .. "--. •if 1 _ _ e ( MATCH FASCIA&SOFFIT TO EXISTING vii....--- 1. --....--. .. mommoki..-gummiNkh,. "," ,i-,--,...i, .-•,,k,-,-, -,,,„ ,,-,,,, -,,,•=„ -. •,,,,- ..... ....... ........... .• ..... ...... ...... Stifle Residence t ....„. ........ . .„............ .„. „ ........ ......... ....... ......... ............ ........... ........ f ' . .. ... . . .... .. . ...... .. .... ,—,'• "*.", f. iH'"g".1". •••'" •'' • " ';'' "."=1''.......ff'....!...... . .. ii. ,,, , . .. • .......... .... ..,,... .,,:e,•,,,..... ..y.;•,..„:„ ..-i.L.„.:•••••; ,,.,•,..,.......:......::.......:..::...,....:....... .....;_.:-. .,e,..::. ...., 220 Skippers Lane, Orient, wp......... :,. .......... .,..,... .,:::••••. *'• '''.:fr'- . I ........... .......... . ., ..... . . i,,:i,- ::-... ..:-,, i .. . MATCH TRIM TO EXISTING,TYP. ‘1111 ........... : . ...... ... . ... • : .-. NEW MARVIN NY 11957 ...... . ..... ................. .. .......... ........................................................... ........... ................................................ ••• ..,v,,:. . I .. .4.:,, .:', ,., .... -- - .. •••••• ••- • 0 0 . ....... : :''''' ''.7.' 0 ...... ' = . .... .W :"iiii AWNING WINDOWS ......„ , .....,.. .... ...... ......... . . •,••••,., .. . . .,..„. . ...... • -- .. ... ................ — ............ .......... .. , , . .......... ...... ..„.... . ..,. ..:::.: .,.. ..' - • . .•,,,•• -•:•,.1 Ilia .......................... ...... ........ ..,,, -,, NM „.,..- . ...., :.„, •,,,,,, -: NEW MARVIN WINDOWS-MATCH .. . ........ . .............. ........ . : . . / \: / \ • ' -4 .,... .....,.. il -.-. • --,-.-,,,c•- -,:•.,,„•••-. ---- it ...-.. -,-.„,. .R; ',„ ..... • , •,?.' '''. .................... . , _._._ ., .......... Ir .:',fi; ..,. . ....„ . : ........ ....... .......... . „ ...... ' ' ... 4:0 .... ... ‘• ••• • MUNTIN SIZE AND DIVISION TO •"•""" . ,...' •,.:, -.- , _ -•- 0,-., A .-.--;-'''''',.... _0_ r.'-i..-.,1-:. ' - - ,..,:'..-'-'• .. '1:- ..''''•_ -•• --...,.....- :-. .. .... ..... _... , ,. . ....-........ ........ ............ ............... ...... -...,-.- i,-..' • • EXISTING .-„:„..... ..„.„-. •....,..„,„ ..... .................... ..... . .,..,:. ::,,... _....::: „...,,,.. •,,,::, ., ..... . ,. :..... , NEW MARVIN . .. ., --. -- ----- -------- . . - ....,',•;:.?... „.,...J.i.. ..:.... •.••••• .11..i• ••....'.• • I -4,•,•• •••••.....• ...?..:fr, •.......-• ..,?, '-.1:i.',. .- ',:;,--' .oi . . . ...... .. . : . .... . NEW CLAPBOARD SIDING TO MATCH _ - .• - - , . .„, .•-,...--, ...,,,,,.. .41---- ' . .' ............ 'i,, . . „....... ..... ... ....... ...... .. .. ..... ...... . ......... . .• .. .... . .................... ...... ....,,,, ..-:.-i..'.•.,. , -,?N- , •-•-,.. ....,... . ;,... .,.1,,,,, ;Ii.'...' !, ..,,,,. .;::, .,:-.-- •,ii'l.....,,.. ...„...,i... . ,,.; -;-- -...... :-'-„'„. ;-,. ,.;,.•, . • DOORS ii --- .----,.„..... ..'g., .-l'ii. ,'.' .....ii,i',.. .-',iii,,.. ,,r,i•-,,i. .41.. i,i.;,..... :4ii: ,'„.,... ....,....... EXISTING ... ....... .... . . .......... ... .......... .... .. ... . .. . . ,---- „-,••••,•, .., 1 . ,-- • , ••7 ------ • . .......... ...... ... . ... •• • . .. . ... .. .. ..,... .. . . ........, .. . . ... ...... :•::. •• 5.: • N,,, ..::::..K.,:• ••,,i.i.;.,,,........... ....... •:,:y, -*.i. .!•.,R:i. .. .....,.. ,„ ,,,,,,,„:„. ...„:.,-..,.,-. ],,,,,.• ...,- - . . . ... . .. : .. ,„, .• .; o,.-•, --.--- ...-:-•,,,:-. , •-•:-..,,........ ..i,2-.:....... ..... .. ..- ............,...... ...... , ........... .. ..... ....,. ....... ....... .......... ...„.......... ... . ....„.... ,..... ............... .............________ ............ ....... .... ... ......,...... „ „ .::, . ..... . : ... First Floor ti- ..... .. .... .. . - ,. .... ..... .... —tElevations 1.-- . . ... ...• „.„„. ....„......,L- • ,..„„ --:..: ' ; p.. . . . _..,... 1 , Scale: 1/4"= 11-0" 40. All Drawings Printed on 11x17 Paper Scale is 50%Scale Above EXISTING +/-17'-7" PROPOSED -,i /I / / 3 North Elevation Scale: 1/4" = 1'-0" . East Elevation (2) A-200 Scale: 1/4" = 11-0" © 2015 Meryl Kramer Architect All Rights Reserved .1.- ) i 1 DRAWING ISSUE DATES Progress 01.26.2015 Permit Set Review 02.25.2015 Permit Set/Bid Set 03.03.2015 Construction Set 00.00.0000 REVISION DATES \y,� So Cyt e.tED ARci. R K/4� ql.„ tlair S). 024802 - qit OF NEIN'O Drawing Legend: • STRUCTURAL RIDGE(3) 13/4"x 11 7/8" LVL Wall To Be Removed •- '-' Iiii T.-:::::.: Wall To Remain - . , ` 2X10 RR @16"O.C. 12 s / New Wall EPDM ROOFING OVER TAPERED • ASPHALT SHINGLE ROOFING ON 5/8" 8 3, a `? � frX PLYWOOD SHEATHING 30# FELT - f New Foundation Wall RIGID INSULATION BOARD - - Lines Above 8" OPEN CELL SPRAY FOAM INSULATION @ ROOF(R-30) - Lines Below • BUILT UP CRICKET 1/4" PER FOOT '�*: ALIGN FASCIA W/EXISTING - - - - MIN.SLOPE EPDM ROOFING -6 -- Guidelines ' '` TECO HANGER, TYP. MATCH YANKEE GUTTER TO EXISTING - - - - - Fence x_1/4 SLOOT COMMENCEMENT IOF WORK PRIORTECT TO • Door Tag ° . I • ®' Window Tag a 3a: i r _ 4\ Plate Height - — - - - 1'-4" - - 1'4" / i --' Section X, II ,,, O.H. .... . .... . O.H. Sheet (3) 13/4"X 9 1/2" DROPPED MATCH •-t A • ►iiiii GIRDER EX. %I���iI '.�i'S' Detail Tag f• ; 1 ‘1611' Elevation Tag .. x • xOx Interior Elevation Tag x 0 bo NEW FLOOR CONSTRUCTION: OPEN ► OPEN- ■ . 3/4"WOOD FLOORING 3/4" PLYWIOOD SHEATHING ON �2�f FLOOR JOISTS " S 2X6 STUD WALL W/ 1/2"GWB . . ■.4410 . .. '`` 3"CLOSED CELL SPRAY FOAM INSULATION @ WALLS(R-21) . . ,•..„:„! , , , , C± • 8" FIBERGLASS THERMAL BATT ii. 9 1/2"360 TJI FJ @ 16"0.C. /00` . ,, R 25 reAs.„, INSULATION ( ) 2 X 8CCASILL MERYL KR AMER . 1 TERMITE SHIELD WITH SILL SEALER a r c rn i t o c t s 1st Floor Finish 1111 IA1j111111 )111II 1jj111111111 __-_III1I11111111 ] 1111] 111 �w�i iii :, :, '_ " . �C . 1/2 DIA.X 12 ANCH S@ 4 0 0 C � � • .pa 3/4" :`,.„1. E Z GRADE AWAY (2)#5 REBAR HORIZ•(CONT.) 2 1 3 E . FRONT STREET °I�tl (3) 1X 11 7/8 LVL DROPPED i, 1/ EPER FOOT \ GRADE ___ ___ ____ __a__ --_ .__ POST OFFICE BOX 6 8 3 — — GIRDER �' ° 41 : xi • • _ ( � !, ��. �.• . GREENPORT, NY 11944 " 6 3 I 4 7 7 8 7 3 6 a 8..0 - P.C. FOUNDATION WALL .. CRAWL SPACE i M CONTINUOUS WATERPROOF EXTERIOR OF FOUNDATION WALL BELOW GRADE m k a r c h i t e c t . c o m . " 2" P C SLAB ON COMPACTED CLEAN SAND ON MIN 30 MIL VAPOR BARRIER M -. ... ',. .._.... ': ........_. . .._.... :....___ _.....-.. -.. ". . �- • .. ..:.. ...._ . .. . , 'i.. _. . � � : • : •.Y.•: . 7 Milli: a ` a;il `�.a ' • _. 8"H X 1 6 W P.C. FTG. WITH H � ' • °' ._ . ..-. ._ � .. .; -:. p • . 5 ! r••ai . •: •..s.,. W.• • r • .l.•..•-w.• •.• • : � 7a7 t S:ii•iPra: :•hai•Mr•ai• .rua `.lNat ! a!y �.t{a•cpua . . t fi,: tt �7 :Mi„ it `Fri 2 X 4 KEY @CENTERLINE • I . „ .. 4 ..• .: .. 7 • • ...•..•.:.. . :Y :•:•r.:1...d..•..- •.• • • i.• •i: i.I.r . •J. :•I .II. .•I• . .:...4;4Y...J1•!1f•. ! : .Y .7.i.i.ia::Y.�•SY :�.! . db::!Y:.iN� iir�li: ..• #4 REBAR HORIZ ON -. • - 2 #5 REBAR _ - Stille Residence 220 Skippers Lane, Orient, NY 11957 Building Section 0 Scale: 1/2” = 1'-O" Section Scale: 1/2" = 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-300 © 2015 Meryl Kramer Architect All Rights Reserved