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Town of Southold Annex SU&Fol,fc 1/2/2014 P.O.Box 1179 co 54375 Main Road oy • o� Southold,New York 11971 %0 �a CERTIFICATE OF OCCUPANCY No: 36684 Date: 1/2/2014 THIS CERTIFIES that the building BARN Location of Property: 845 Maple Ln. Southold, SCTM#: 473889 Sec/Block/Lot: 64.4-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 37419 dated 8/2/2012 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: non-habitable accessory barn as applied for per ZBA#6508, dated 11/3/11. The certificate is issued to Stanton,Philip&Stanton,Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37419 12/26/13 PLUMBERS CERTIFICATION DATED l � Au ed ignatu o�SUFFntX�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37419 Date: 8/2/2012 Permission is hereby granted to: Stanton, Philip & Stanton, Jennifer 18 Orchard St New York, NY 10002 To: barn relocated to this parcel from 64-1-14.7 as applied for per ZBA#6508, dated 11/3/11. At premises located at: 845 Maple Ln. Southold SCTM # 473889 Sec/Block/Lot# 64.-1-29 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 2/1/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $388.00 CO -ACCESSORY BUILDING $50.00 Total: -$438.00 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. Swom statement from plumber certifying that the solder used.in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building-. .6. Submit Planning,Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey.of property showing all property lines,streets,building.and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00,Businesses$50.001 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 $1 5.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: _ _ S a 16w" gEzl< 4_0 , S�c� House No. Street Hamlet Owner or Owners of Property: PJ -2.0 j. S' Suffolk County Tax Map No 1000, Section_ (o y Block / Lot �l 7 Subdivision 2 :7 t 1 1 Filed Map. Lot: Permit No. Date of Permit. , Z ' Z- / Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: L/ (check one) Fee Submitted: Applicant Signature *oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt(Cbtown.Southold.ny.us Southold,NY 11971-0959 OUfVT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Phillip Stanton Address: 845 Maple Lane City: Southold St: NY Zip: 11971 Building Permit#: 37419 Section: 64 Block: 1 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: BARN basement Notes: Inspector Signature: Date: Dec 26 2013 81-Cert Electrical Compliance Form.xls SOUlyolo �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 i" ,AN SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f ' INSPECTOR �y�ourm,N�' TOWN OF SOUTHOLD.BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. P<FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � '� —�°2 INSPECTOR OF SOpJ�olo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION kV+ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �J DATE INSPECTOR SOUI�o� �c �c � holy 0 lm,N�Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI REMARKS: DATE INSPECTOR FIELD INSPEe'1' ON REPORT DATE COMMENTS L IA FOUNDATION(1ST) FOUNDATION(2ND) tz ROUGH FRAMING& � y PLUMING INSULATION PER N.Y. H STATE ENERGY CODE V` y FINAL ADDITIONAL COMMENTS z d a-//13 a(:!L9qq13 tv j h TOWN OF SOUTlFork.rieOWN BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPA Do you have or need the following,before applying? . TOWN HALL Board of Health SOUTHOLD, NYNOV Z 9 2011 4 sets of Building Plans TEL: (631) 765-18 Planning Board approval FAX: (631) 765-95BLDG.DEPT. Survey SoutholdTown.No OF � G � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application. Flood Permit_ . Examined / ',.20il Single.&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ;20_ Building Inspector APPLICATION FOR BUILDING PERMIT Date `: 2.� , 20 L/ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot.plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the.Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized.has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing;the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County.,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature.of applicant orname,if a corporation) Soto /Yfa i., (COc,�a! J��O�ia�a7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (T l 4- Phc lc (As on th9 tax roll.or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 .Section (1-1`7 Block / Lot. 2,f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupanc 42A(-C h�?g Q,r'/rZ1 ZZ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 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 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning,law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES;.SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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: COUNTY OF M 9454o�/nCz-a K_14O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto6tAgent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; . that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 2.0 Notary.Public Signature.of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 10, 2011 TO: Patricia Moore for P &J Stanton 51020 Main Rd. Southold, NY 11971 Please take notice that your application dated August 3 2011 For a permit for an accessory barn at Location of property: 522 Town Creek La., Southold, NY County Tax Map No. 1000 - Section 64 Block 1 Lot 14.7 Is returned herewith and disapproved on the following grounds: -ti The proposed 24' X 30' barn, is not permitted pursuant to Article III, 280-15 which states: "In the case AC District &Low Density Residential R80, ...Districts, accessory buildings & structures or other accessory uses shall be located in the required rear.yard, subject to ..." On lots 80,000 sq. ft. and over the maximum height is 22' The drawings indicate the height of the barn is 25.1'. Authorized Signature BOARD MEMBERS Southold Town Hall �oF sorry °Leslie Kanes Weisman,'Chairperson Q 53095 Main Road•P.O. Box 1179 Southold;NY 11971-0959 ,. James Dinizio,Jr. Office Location: Gerard P.Goehringer A Town Annex/First Floor,Capital One Bank George Horning A �� 54375 Main Road(at Youngs Avenue) Ken Schneider COUKfY,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVE® TOWN OF SOUTHOLD Tel.(631)765-1809.•Fax(631)765-9064 NOV 9 6�01 FINDINGS DELIBE C -RATIONS AND DETERMINATION MEETING OF NOVEMBER 3,2011 Southold TOWn Clerk ZBA FILE:#6$08 NAME OF APPLICANT:Philip and Jennifer Stanton SCTM# 1000-64-0CtM�.7 PROPERTY LOCATION: 522 Town Creek Lane and 845 Maple Lane(adj.to Town Creek), uthold,NY 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 steps 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 August 31, 2011 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: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LvRP Coordinator issued his reply dated September 28, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is. .CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Current location of existing barn is on a property that is 56,501sf it is improved with a three stormed dwelling, a framed garage and t e subject barn. The proposed location for the barn is an improved property with two one family dwellings and a,frame accessory building it is 5.3257 acres and has 202.00 feet of frontage on Maple Ave., 595.18 feet on the north property line, 678..80 feet on the east property line,374.07 feet along Town Creek, and 299.00 feet on the west property line as shown on the survey prepared by Peconic Surveyors last dated November 9,2007. BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15 and the Building Inspector's August 10,2011 Notice of Disapproval based on an application for building permit to relocate and re- construct an accessory barn at; 1)height at more than the code required maximum of 22 feet,existing location: 522 Town Creek Lane and proposed location: 845 Maple Lane. RELIEF REQUESTED: The applicant proposes to relocate the subject accessory Barn from SCTM# 1000-64-01- 14.7 to SCTM# 1000-64-01-29. The subject Barn has a pre-existing nonconforming height of 25.1 feet,where the code permits a maximum of 22 feet,therefore necessitating a height variance j ADDITIONAL INFORMATION: At the public hearing, the applicant was asked about the second floor loft of the barn and agreed to remove the second floor and leave the first floor open to the existing roof, and to submit a new floor plan showing this change.The Southold Historical Society is in favor of the applicants'variance request. ! Page 2 of 3—November 3,2011 ZBA File#6508-Stanton CtM:1000-64-1-14.7 t FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6,2011,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property j and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following.findings: .On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law&267-b(3)(b)(1). Granting of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The barn has existed in its current location since the 1920's.The proposed re-location of the subject barn onto an adjoining residential parcel that is over 5 acres will be in a conforming location The preservation and re-use of existing historic structures is generally considered desirable to the maintenance of the character of a neighborhood. 2: Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To decrease the height of the pre-existing nonconforming Barn to a conforming height would require the reconstruction of the roof, which would not be feasible. Moreover, this is an historic barn constructed in the late 1890's and to reduce the height would diminish its historic value and character. 3. Town Law V67-b(3)(b)(3). The variance granted herein is not mathematically substantial requiring a 3.1 foot or 14% relaxation from the Code maximum permitted 22 feet. Additionally, the barn is an historic structure that should-be preserved in its original condition. 4. Town Law V67-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Storm water run-off will be contained on site as per town code. 5. Town Law &267-b(3)(b)(5). The.difficulty has not been self-created. The barn exists at 25.1 feet high and the applicant desires to maintain its historical authenticity and relocate it onto their adjoining parcel to be reused for another purpose(year `round family recreation). 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the I applicant to enjoy the benefit of relocating the subject historic Barn with its pre-existing nonconforming height to SCTM# 1000-64-01-29 while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried, to •GRANT, the variance as applied for, and shown on the drawings entitled"Stanton Barn Relocation" Sheet#'s 1,2 &3,prepared by Joseph Fischetti, P.E., dated October 11, 2011 and the site plan sheet labeled L-1.00 prepared by Edmund D.Hollander,LA,dated Aug. 9,2010,subject to the following conditions; i Conditions: 1. The barn shall remain uninhabitable. 2. The second story shall remain open to below. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 of 3—November 3,2011 .ZBA File#6508-Stanton CTM: 1000-64-1-14.7 Ahy'deviation from the variance given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site'maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dinizio,Horning. (Absent was:Member Schneider) This Resolution was duly adopted(4-0). r Leslie Kanes Weisman, Chairperson Approved for filing �/ /� /2011 i i i pf SO(/jyDlo Tom Hall Annex l Telephone(631)765-1802 54375 Main Road m�ax(631)765-950 roger richert(cvtown.soutfioQ .nY-us P.O.Box 1179 �O Southold,NY 11971-0959 0 ��COUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: REQUESTED BY: �� /� /� . Company Name: Name: License No.: Address: _ d lam— O o I" IVY q7/ Phone No.: JOBSITE INFORMATION: (`Indicates required information) *Name: / /7/L L/ dJ;°tJ`T-(Dr\J *Address: — �v�i,o L_Q A 1 1192/ *Cross Street: *Phone No.: '— Permit No.: 01 Tax Map District: 1000_ Section: Block:� Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is.job ready for inspection' YES 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 S , L✓ c� � nJ 0`-o A �L (1J d C RCS j�{ 82-Request for Inspection Form iG uj Nk 31V\ OVED AS NOTED ! ; AT 1 B.P. # �I i I ; i I � ! I j ; , � I I � ; ; � � , 1 � � ; ( ( ! ! j ; 1 ; , � + ! ! , � � I I j ,��Li: U ,�u• I � � � I � i i t ! BY �E. / DEPARTMENT MM� ( I � i ii E : I � If � � l ! I � j ; i ► ! } r � 1 ; I ! � ! ; , i IgM , , ; , Mig ! I ! � ll ! ( Ij ' ` � i ! j �5- 8 AM TO 4 PM FOR Ti! ; FO�C NGINSPECTIONS: i fl ! DATION-TWO REQUIRED POURED CONCRETE CANOE SHEDI�b H-FRAMING,PLUMBING, TAPPING. ELECTRICAL&CAULKI ;Q, V T �I RUCTI.. ¢ ELECTRIC �v 1` nl "[ '1• LA,� HE .UCTI�1 3Nh,. jiENTS tiEC OF NI 1 ! ( ( � Ii � i i it ( ji I ! I I ' { i { il ! 11 " ( If f ! � � " � j T —���• p CONSit?�( UL �,•JII GARBAGE BIN WEST ELEVATION EAST ELEVATION 6 4 SCALE= 1/4" = l'-0" •;�: ;�' il,. __ .:,all ., ��rnLl. _ 'jG II i a W •i� 9�i — l) a �,I Z co W cow CV it }' {': Ir I t '� '�''11' ill 't /� ' mm ti < u O Z �/� V i O M M U) LL � 4 i � � i I � � � ! I � ; � � E � l � � i � } f ` � � ! ! ` � � � � iI � ' � � li � � � ! i � I � � ( iiI ` 1 � l ' 1I � i , iI iI i � ` � 1 .. ` "�\Y' 1•CrY° 1_ I � i ! 1 ! � `� � t i ! ! I j � i I � ' , ' � � ; i I I t , ` j � 4 I I 111/ •,a e' ' w, �Gr�r ! } f bn ; ( oc i 1kk ! i { j ( iIi ! '"TR +�) W ! DRAWN BY: JF illi i , I ( li I , I i November 27, 201 ! ; Illli i ' illl ! � ' � i ! � � � i I � il � ► i } ! } l � ! I ' � ) nilSCALE: 14 — 1 -D i it ' ! I I I u ` U { l�' 7 r PURSUANT TO CHAPTER 236 SHEET NO: ° SOUTH ELEVATION NORTH ELEVATION OF THE TOWN CODE. SCALE — 1/4 _ 1 _ "_,..,,, 5 — " — ' �" SCALE = 1/4" = 1'-0" INSSPF -NON MrZOUIRED G F EXl 301-011 i --------- -L---r--- -------------- -v------------f------_-t- ----:- �.---`'-------- I I 1 ` •———————— ——————————————————————————————————————————————————————————————————————— 1 1 1 I I 1 1 1 i t t I 1 1 I 1 1 - G 1 1 1 1 ; co - 1 � 1 I ' 9'-63/4" 9'-6'/2" 9'-63/4"1 I 1 1 ' __ __ ' (3) 1-3/4X9-1/2 ML GIRDER _ _ _ Guj __ __—' __________________—— Y _T___-----___________ _ I 1 I 1 1 1 1 1 1 I 1 I 1 .1 j1 \101 I 5 v t ,,` ` ' 1 r^ I - � • , 1 1 1 I ------ -r- -r- -r- - r- ' � : Z'-6" 1 9'-63/4" 9'-63/4" t , ' m I 1 fll91a�1 I 1 00 \10 I 1 FILL ITOLES FOR HOUSE HOUSE MOVERS 1 1 1 1 I 1 1 I I 1 1 I ———`———— —————————————————————————————————————————————————————————————————————————— 4 3 ——————————— .•. 4———————————————————————— ———————————————————————————————————————— 1 1 1 1 I i 1 1 1 4, � as 1 1 15h l ,VERIFY BILCO ;SIZG IN FIELD 1 1 BUILDING TO BE RELOCATED I 1 1 . 1 CONTRACTOR TO VERIFY FINAL DIMENSIONS 51�1 L AFTER LIFTED OFF EXISTING FOUNDATION �I FOUNDATION PLAN: BARNC3 W ! SCALE — 1/4." P-Of' Z W ° o v TOT'OF FIRST FLOOR ROUGH 111888 CATHEDPAL CEILING s"�'S"Z°�:� 0 T te'x � 0C�D ILL CL DATum IiLFVATION: W-0" F1SCy 1"Ol OF FIRST FLOOR ROl1GlI 3 } I?LI,VATH_N: i'S" FINNII GRADE (3) 1-3/4X-9-1/2 (3)1-3/4X-9-1/2 m 2 ML GIRDER MI_GIRDER �tl� Ks�ntY o (3) #4 REBAR : IF zo November 27, 2011 SCALE: 1/4" = V-0" 3OX30XI2 FIG, SHEET NO: EXISTING BUILDING SECTION: BARN C(D-�-- er SCALE = l/4" = 1'-0" o s e WIND LOADPATH CONNECTIONCONSTRUCTION DET I S USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION" FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i KING STUDS \ ENDWALL RAFTER CRIPPLE STUD WALL STUD BOTTOM PLATE [ P RIDGE HEADER LEDGER BATHTUB SIQEWALI_ DOUBLE JOIST JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION uj 1ST. ADSS HOLD DOWN CONNECT'TO 1 SIDE Or"ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION rSPNUN/.BERI DESCRIPTION APPLICATION LOCATION USP'NUMBER DESCRIPTION APPLICATION c BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER QESCRII'TION APPLICATION SUPPORT EACH WALL RUIdNTNC PARALLEL WITH THE FLOOR 2Nb. ADSS ANCHOR PLATES OF 1ST FLOOR.CONNECT THROUGH ALL OPENINGSLSTA12 1-114"x12"20ga.STRAP APPLY Tp EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2z8 LS26 1Bga.SLOPE hIANGER APPLY TO EACH RAFTER!LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. GS1 R13 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X 10 LS210 113ga.SLOPE HANGER APPLY 10 EACH RAFT ER//LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE _ - - BLOCKING 624"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP ------ ------- LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD --© CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL_SHEATHING RAFTEM5 ,MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION - ' TOP PLATE fl BLOCKING - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS P4&"OC BARRIER TO LAP FLASHING � 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED W FASCIA FLOOR JCIST DEPTH USP NUMBER DESCRIPTION APPLICATIONBETWEEN WALL FINISH AND MINIMUM NET FREE VENTILAT - - ]]ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THEGUTTER INSTALL 4'C"O C THE SPACE VENTILATED. ALL - WOOD GIRDER 4"-W L.STA24 1-1/4"x24"20ga.STRAP ANDJACKSTUDS SHALL BE COVERED WITH COR CONTIN SCRFFNFD VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH 1 CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"0 C. FLASHING TO FORM B"-14' LSTA30 1-1/4"x30"ISga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'A INCH IN DIMENSION, SOFFITED SAVE ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x i8ga.TYDOWN ANCHOR CONNECT TO ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT T'O ROOF VENTILATION i OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR ON ALL OPENINGS I KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4INCHES RAFTER e BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ` MATERIAL AS ROOFING EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4INCHES AND LAPS SHINGLES AT BASE MIN.4INCHES THROUGH VENT WOOD JOIST _ TOP PLATE—SIDE WALL FLASHING GIRDER/HEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL.STUDS 048"OG AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAvEO,SIDEWALLS, WALL STUD WOOD JOIST FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDC:ES SO RAFTERS INS TALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND - 4"-8" LSTA36 1-114"x36"18ga.STRAP AND JACK STUDS PREVENT GAPILI�RY ACTION LOCATION LISP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON At L OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"D.C. RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8"-16' R4STA48 1-114"x48"16ga.STRAP AND JACK STUDS RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS �y ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS LL _- PLATES TO EACH STUD w w DBL.SILL PLATE Z TERMITE SHIELD I SILL GASKET -•''�� � SUBFLOOR —rn Of" — WOOD JOISTS V CONC.SLAB -:'. NEOPRENE TYP.CONC.FOUNDATION A p ( Lc 6 MIL.POLY GASKET ^"`� 2x6 /2x8 CONTINUOUS WOOD PLATE J z Lc) EXTERIOR � � GRANULAR FILL ' BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR - � w ' v STEEL COLUMN I o ' '. I 1/2 " DIA. BOLTS g 48" a.c. STAG- X J a ^ - O O c A CONC.SLAB 1 p ° ROOF JACK �N� `` h STEEL BEAM e A r COMPACT FILL do _ 4 4" x 114" x 8" STEEL z `4 v p °• ROOFING LAPS TOP AND BOTTOM PLATE O O co KEYWAY FOOTING o ^ 4 41 n L'� c- C CONC.FTC. '6 " L FLASHING AT o . WITI-4 I/2" x 6" ANGF4CR BOLT '^ � 0 � ANCHOR BOLT CONNECTION USE WITH LBPS5QUAR BP BSHERS SIDES AND TOP 1/2" GROUT ``Un) Cn p 0 REINFORCING BAR 3" STEEL COLUMN vJ DRAIN TILE p I ANCHOR BOLT CONNECTION FOUNDATION 4/8"DIA-ANCHOR BOLT W SUPPORTING MAXIMUM SPACING FLASHING LAPS _ l 10 KIPS) w SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72 OC 0 SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL TYPICAL CONE.FOUNDATION.STION.APPLY PILASTERS MIN.3"STEEL C " " "COLUMN ANCHORED TO 24x24x12 CONC.FTC. CRAWL SPACE OR FOUNDATION WHORE NEEDED FOR STRUCTURAL BRACING. � 2 STORIES 36"OC STEEL ! BOTTOM SEARING `'WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC Z' 1 V E SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL Nd y SUB FLOOR Sc � CONC.SLAB I w 6X6 10/10 WVVM DOORFRAME • i� COMPACT FILL , GARAGE D ' I USE 2X8 JOIST FOR BLOCKOUT STEEL BEAM 4° SLAB P.T.PLATE W/6X6 WMM `� I = SLOPE ��o ,✓p Q '��y�4 l�,S,� ]/2"AIR SPACE p . <I a 4%>RIVEI'JAY_p_ NOTCH JOIST AND ADJUST HEIGHT A N, 1/AT END AND i_T! [WITH A NAILING PLATE IF NEEDED) THAN GRADE DES OF WOOD a n �� = TO -- BEAMS I I ° ° • •e• STgBAAM TO ALLOW FOR SHRINKAGE NKAGE DRAWN BY: ]F 12" 6X6 W.W.M. Q x (� 4 �. - . •- _ I- _ {PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) xd. c .� "c p 4 4 MIN. n e •_�'A s v `NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM - e o e e SUBFLOOR -��f�•' 4 REINFORCING BAR `• •p '• REINFORCING BAR o NOTCH EQUALS 1/4 DEPTH OF IBFAM '.-�}� °� ° °�° ,� �e I I=11 November 27 201 DRAIN TIi_E °: a =(TK - --�TOIST 12" '4 \` SHEET METAL/30#FELT UNDER BEAM AT POINT _ L1'A / OF CONTACT WITH CONCRETE OR CONC.BLOCK �Ti_i TCIT R 1 1 STEEL BEAM A LE: 1/4" = V-13" s ° 3 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)-4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) SCALE: REINFORCE FOOTING WITH(2)-4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SEAM POCKET SHEET NO' i WIND FRAMING NOTES NAILING SCHEDULE c PLAN CONTENTS: GENER-4,AL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 1Od common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-Sd COMMON RAFTER BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACHTO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE G PER N.EDI ON,WO NTIAI_ CONSTRUCTION C:011GTION COpF AND MANUAL- construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFGM-SBC LAP NAIL CURRENT SESG HtCsN WIND EDITION,WOOD FRAME GONSTRUGTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER:TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFGM-SBC LAP NAIL E)<T- BALCONIES roO 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE A5 PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCti1-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 � First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 e�'".�.. 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 11100 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING p p g P q EXPOSURE GATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 32a.In addition to spacing, TOP PLATE TO PER FACE NAIL rn P P P P 9 P 2-116d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWlND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-116d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefa6racted fireplaces meets 5}.TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-116d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION Sym': 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16id COMMON 16"O.C. FACE. (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc,. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-116d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-116d COMMON PER 2x6 STUD I NAIL I I ENERGY CALCULATIONS I RE5CHECK ` A 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-116dCOMMON PER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to FRAMING: �A GROUND WIND SEISMIC FROST WINTER ICESHIEL.D FLOOD determine intended heights of finished floor f-s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR RANI I N G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERILAYMENT HA7ARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 a SEVERE 3 FT. 11 NONE - 3}.Provide ill"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON 9 SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE e Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE b he installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade x wire a me set Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON o 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 } g p� TO JOIST END NAIL � @ 9.CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%n relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. I SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.-8d COMMON PER TOE NOTE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber, BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8}.Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 216d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES gSHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to ratter/mass framing members with G>D.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOF` For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Pests supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<6<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and stnactural wood material to be#2+STIR. 9 p 9 STRUCTURAL PANEL 8d y!IFCM-SBC Douglas Fir. 4).Deck joists to have blocking at8'Oo.c.. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W CEILING S H EATFI I N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD _ 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL .� otherwise. JOINT DESCRIPTION _ Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTI I FIELDS) r n 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"Q.C. V where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD d).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS .,J � CO � � WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"Q.C. SEE NOTE,:3 Z Lr) Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all openings.LVL headers to have 3 jack studs and 2 full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. ( )j ( ) WALL SHEATHING: W openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES.OTE S 7}.All joists to be supported with hangers and anchors.Each Joist shall also be anchored � � X -t Lt2 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL < 0 0 and blocking where applicable. QTY. SPACING � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. m 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall ~ 5).All flush beams/headers to be installed with heavyduty alvinized hangers and 8d COMMON be used. 9 q o _ CQ Y 9 9 p PANELS WFCM-SBC _ Q anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON U) " 6).Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.G.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with I w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7' Q.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. W 2}.Verify septic system with the Engineer for Suffolk County Health Department approval. on plans. WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. LL 7).Provide blocking/bridging in floorjoists at 8'0 o.c..Use solid blocking in floorjoists FLOOR SHEATHING: NOTE: 0 under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY., SPACING 8).Provide insulation baffles ateave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 301004 CAPACITY. needed. HVAC SYSTEM NOTE 1 8d COMtviON OR LESS 12 Q� N!S(y� " "O.C.FIELD S C- 1).PROVIDE 5/8"TYPE-X SLiEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir NOTES 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPL.E PROTECTIVE COATING FOR CONTACT WITH AGO. 'a �> 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety `I. Gg Q CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. - 3 . INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. c� " requirements. ) THESE NOTES ARE ONLY TO BUREFERRED TO IF 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTLS ONLY. FIREBLOCKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the, ,,. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) P equipment supplier. 1)-Nailing requirements are based an wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. over subfloor as per manufacture's instructions. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edgh.If wall sheathing Fireblocking shall be provided in wood frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher OA 052b.�P�� ceilings and over fumace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed DRAWN BY: IF 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered sheds. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continums over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of rails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, November 27, 201.1 drop 13}.All sill plates and wood in contact with be reduced tot -16d nail per footh concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p ceilings g and cave ceilings. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. SCALE: 1/4" = 1 r-Qn 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SHEET O:flame ^I and products of combustion. t V 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S. Residential Code. SCTM No. 1000-064- 1 -29 901p348 SCDHS Ref. No. RIO- 10-0030 SURVEY OF PROPERTY Situate Town Of Southold Suffolk County. New York SCALE: F = 50 ' AREA (OVERALL TO TIE LINE): 231,886 sq. ft. or 5.3234 acres N A E .Certified only t o : r�51 Now or Formerly of �� G Land Gallanos Jennifer Stanton C Ullysses Water Phi l i p Stanton erly of R O O °rmerly Peof ttit u Found CM s Form N;ck Main ow or Ft Nalsey oo7E °nd Noow&°ol,o er Lond & R°bc W°{er e P pub Found CM Tor Public Ann 0.25'N Fence 200.00' o.lo'w N 84°00'07"E 1.3'W N Shed rn Shed _-'0.7-W Q O Shed a' 0.6'W O Q O of Found CM rmerl onnelle Now or F�ho fes 0.25'w�• a or F°en 0� LandsbeI0 Wot G.9� Fence N hand No& Moue ter CD public Ia azi ic Paul Noy Publ 0) Found CM 72 5 IO-E o 0.20'S ° 9 o z o 0.21-E N � f/ U, \ \ z \ \ 1 \ w \ \ o \ \ Found CM rmerly 0 0.22 N Or F° Tryst 0.09'W \ \ O and N0',11engor let) ter \ O. L N;r pub ;c \\ \ 0 20, Wide Found CM G� \ v\ \ Rght-0 f-Way N 85°01'00"E 0.16'N i 0.11'W \ 246.14' \ Found CM Found CM ° 0.43'S Found CM \ ~� qy Found CMS Q/g W m 0.22'E 0.46'S \ ------ �T�� 0.11'W i� Slone °o Found CM \ Driveway °i 1 1.62'N a 0.20"W� �� L3 N N p 10 16.3 Existing o Fence E 16 ; 1' Shed �'• F- Found CM 0.5'E N 84°32.30" ;; i�Column 7o Be Converted t g O C.36'N Column i1\ To A Studio E"'Story 37.4' O r o NOTE: Provide pproject limiting fence and staked 0.29W �� �'�t Mas day N'` � - ha bales at IV wetland setback i e°'I 5 - ° - y W' E Romp 2 Story •� ' i O o at o frame 1, I /� M Budding 3.7' / Water Line Proposed 'I j/ (As Per Others) Rai, N Water Line l0 CURVE DATA: w Z Shed to be _ ��-' o / Relocated �a Cl: Arc-49.22' o �t -'k"' i rJ ° Delta An le-76°35'10" =� o I m,o / P qq '- o° / A PProx. location of �� 0 Chord-45.63' a ,•I / 1000 ggal. septic tank Shed 33.5 o . I < e m / 6 (2) B'dia. x 8' deep O Ch Bearing-S 46°43'25"W -{ / Cesspools (as per Others) Radius-36.82' U d r II/ , LINE DATA .� `STpne ' L I N 84°21 '00"E 20.06 ' t Driv Nroy •1 j a L2 S 13°01 '30"E 38.63 ' I 1 cable L3 N 81°45 '39"_E 49.97' 1 Story Frame ;r,`11- �• i`, Box rn L4 N 16°06 '30 W 60.00 ' 1 Building (U/C) i j I Existing Shed _ Found CM L5 S 04°59 '00"E 20.00 ' Radius Point/ ,'1- 1 I to be removed 0.17'W L6 S 52°40 '00"E 29.58 ' Staked 1,2127111Lan 1'------' .� ~ of L7 N 460 40 '5 1 "W 63.08 ' Jenni(erwd Philip or mSrla^ton se porch p� , \\ j i��� L8 N 78 27'57"W 29.68 ' SCTM u1000-064-1-14.7 258 e prop I Found CM L9 N 540 20'34"W 65.22' Public water Fad SP ---�- I �'� 0.41'W 125'�� " L 10 N 56 44 .50"E 43.05 Blu/IC? \ I Pr°po5ed 4 30"W L I 1 N 42°58 '50"W 17.43' „ i _} _ BasemputD�4 7.8' q°19 L 12 S 86° 1 1 ' 14"W 19.02 ' ���� p5ed Po17�, \ I Wolk' p ` Tower S L 13 N 62°58 ' 12"W 18. 13 ' ` � Pr°P Elev' % TEST L 14 N 20°30 '59"W 12.83 ' �� coping V .Yg e HOLE 1 79 5' L 15 N 670 01 . 19"W 24. 19 ' a5ed W©II 175 3 L 16 N 16 18 '30"W 52. 19 ' \ prop I Ele'. 15`� 'x s. .; z;::f,. ' gr.�71:>..5.. 83. L 17 N 01° I 0 '00"W 36. 32 ' a( WOl all E!lev ;Ow $ od .d. 9:_"' ` Stone L 18 S 16°02 '30"E 52. 33 ' �\ oojOm of tW r; P' !6R Proposed \ Driveway ° `�' �� o P' o,�h Deck \ i L 19 N 16 18 '30"W 53.08 ' \o�' \ N Portion of \\ 18.7 op / Existing House � 0 indicates floor elevation. -+ to be removed 100' Wetland ---------- -\\ I p indicates found fence post . Setback I ■ indicates found concrete monument . ' ����- Proposed \ ` Now Formerlyy of Land °r Moeller o indicates found iron rod. Terrace Proposed Project\ Jacqueline B. Limiting Fence \ public Water O indicates found iron pin . (Stoked Hayboles) I indicates found stake. \ 1 I -- • indicates set 12" iron pin . o L,; �o= indicates drill hole. indicates set stake. 0 indicates utility pole. (D indicates steel cover . S 10°39'30"E ID Q 175.42' fTo CM) indicates water meter . <g` Dock 212.96' (To Tie Li 1 © indicates concrete cover. D"k ` 8.4'E m indicates light pole. Le 0 indicates catch basin . ° o t� indicates fire hydrant . le `•\ Fla ged Wetlands o \\�] (Area Of Wetlands - 8558 sq.ft.) \ yjj \ti ---------------- : OF N,��`�,� S 88°46'47"W 224.30' \0)L Sqs�O Mean High Water a NOTES: Soundings Shawn Are Based On r g Apparent Low Water as per : d I. Unauthorized alteration or addition to a surve ma bearin a licensed land 2 Hydra raphlc Survey 2 y p g J fA A� Sea Level Mapping (6/26/2008) �" surveyors seal is o violation of section 7209. sub-division 2 of the N.Y. \I' 4- 2012 '�•�*='vr� (� State Education Low. 4 � ° 049g�'��\ � 2. Only copies from the on final of this survey marked with an on final of the Q land surveyor's embossed seal or inked seal shall be considered to be valid '6 QND copies. BI.DG.DEPT. TOPdN OF 5O1,1THOLD 3. Certifications indicated hereon signify, that this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the N.Y. State Association of Professional Land Surveyors. Said certifications Town shall run only to the person for whom the survey is prepared. and o his behalf Creek to the Title company, governmental agency and Lending institution listed d hereon. and to the assignees of the lending institution. Certifications are not trans Revisions: ferable to additional institutions or subsequent owners. April 28. 2009: Area of Wetlands 4. Underground improvements or encroachments. if any, are not shown hereon. June 22, 2009: Proposed sanitary system 0 (McDonald GeoScience) November 4. 2009: Locate trees (120) 5. The existence of right of ways. wetlands and/or easements of record. if any. V TEST HOLE March 12. 2009 May 3. 2010: Proposed site plan not shown are not guaranteed. June 14. 2010: Proposed water line & fence Surveyed: July 16. 2008 0' 0.5' Mixed sand & loam August 2. 2010: Drainage calculations mG David L . Saskas 6. All natural features shown on survey, including but not limited to Bluff Crest, August 25, 2010: Revise drainage P 9L N. Y. S. L i c. No. 049960 Clearing. and Wetlands should be verified with the appropriate regulatory agency. 0.5' - 10' Pale brown fine to medium sand SP F August 16. 2011: Coverage calculations 5 �, 7. Elevations shown are based on USC & GS datum fNGVD 1929). 10' 17' Water in pale brown fine to medium sand SP September 26. 2011: Plot sanitary system & water line q< y Saskas Surveying Company. P.C. 8. Flood zone information taken from FIRM (Flood Insurance Rare Ma ) +r36103C0158H November 22, 2011: Stake proposed structures & O 124 Cedar Street dated September information 2009. P set benchmark COMPANY East Hampton . New York 11937 December 27. 2011: Under construction & stake radius point (631 ) 324-6917 FAX 329-4768 `, ' 1 I' ' _ -IIIIp II _ '.11.-..-.1... :.,. 1� I ,. I -. 1,1 ',_-,' ' : , ", , �1 . I,'1 (,_ , `11 " : - J?/ \_I . ./l.. .- .- t- - I,1 .r .1 . !_,,.</ IIX 5/1 ' 1i/ I11 , - .1/ " ..— ,1 , I 1 1I 1 .. "1 11 I1 1 ." � ,1 11 I i..� /.II , ... 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R _, \ _ � , 1\ _1�''�I17" , \ N V/-, ,/ � �) l ) e/ . � ,': ""4 LANDSCAPE ARCHITECT DESIGN , P —. —C _ _ I '� I xI , � // -- J , 7 � ,� " 11 ,"," ` , ENVIRONM�,� �, /' , ,�7 _ 'i , ;,-,� - �� ENTAL PLANNERS.LANDSCAPE ARCHITECTS,HORTICULTURISTS S I S\ .T _ N A , , I,;, ",- - -,'�," \ / � ( � � " \ zz/ ,. 7 � , . ',-,- , 7_ \ - �- " - ;�,/ , — I ,I ," X7,' ; / 20PrkAvn� ," ;�, ,� I"�". ' � ueSouffi P.O.Box63.5</,, �\ ���� � �� "� �111, � " c1 ,,.� o V .,`c- .��� , / Suite 1200 Sag Harbor,� � ,, /- I t _ . Z MEADOA •PARCELt` - - �11.. '_ , !, ' ," " New York,NY 10003 HNY 1193610C, " ,�I ,;_ 1.7252737 1, / / " - -I ,,-,� 0;. �uc "- ,,, - / / PH212.473.0620 0 / /V � " LAYOUT 4 PLANTING N _ -,'' I (�,""z,-, , -,t, �,/ / FX212.473.1104 ( 4V NOT I NCLUDED I N — r / I \ / - " ( �� ,01, �// SCOPE OF WORK _' " I /,.� Y - _ . II, 1, -A//� .X I- �... ...... 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I � 30,", EECH �I _ _ " / / \. // 1 I \ _� — / STRUCTURAL ENGINEER\1 // / a ' AM. __ /I I I / \ , >, \" } 4 01 \ /x NAME / \ \ HO ,I 1 I. 1� I0 42" BEECH I I /, _ _ I ( ADDRESS 2 _ / .\ \ , \ _ . . . / c, / CITY, STATE / N / \ 1I 45" 5EEC14 1 .. . ,Y� I I I / , z PHONE z I 0 I I FAX Iy /,/ 161 AM. 0" LOCUST � ,,i I I 0 ". , \ \\ 1\ 16,I HOLLY � I.,,-O I I 0 fI __ � \ \ \ MEP ENGINEERI 1 \ HOLY N -__ _� I j \\ " " j ADDRESS 1 ADDRESS 2 , \ /' I AJN % \ I i I \� I, \ \\ \ \ LN I \ \ \ I \ CITY, STATE I, \ _/ ) �_ - — � 50" BEECH I i _ ,Qj \ FAONE \ \\ G q,EEECNATERNEN 0 XISTINS SITE CIVIL ENGINEER/ POSED/N E ) \ \ /,/x \ 0 \ It , 1 \ LIE I (\\ CARRIA6E _ / I \ NAME ,,\ \ \ �//� ` i _. / . \ I - %� O — 1 , ; 1 \ ADDRESS t \ \ : /� x 0 / /- USE I I \ ADDRESS 2 1 --- . %-, \ � \ I CITY, STATE\ // 1, PROPOSED NEW SEPTIC 56 LOCUSr I" .�, / .. i la" 5F U E / ,\ FAX NE \ 016�/ � SYSTEM SEE ENGINEER \ / .\ Ii Iff i \ MAL PLANNERr/ /!: x�P DOCUMENTS \\\ \ i , , -, > i\ j_; i /.I \ \ , \ \ I \ ENT \ , \ / /I/ 1 _ / %/ . -_ VFUTLZE I / \ I fI / /,. / , .11 l.) i ' / I IADDRESS 2 \ \ / AI ` " /, 1 ?17ez F , �.� N I � CITY, STATE 1 / 1/ 1/1/V / �1�2' \ - .i PHONE 7 / EXISTING SHED TO FAX/ \ �\ , \/ / \ \, / "/ - /x, , ,,.' � 22 SFRjc,-_ REMAIN I -) ,/ � ./' 1 36 ECH, ( I /(; \ \ � "Z' , \\ l 1_,\/ I�, N I — JI , \ I ; V� �,3 I I ` / � , " EXISTING OUT 1, \ ! / \ BUILDING To 0* /"I" � 1 � / / \ I , "/ i,, �, - - � / BE REL I= , ' / I OCATED I \ ,1 42 BERG �. 1 f/ ADAPTED AS POOLHOU\ \ USE /, SE IBARN 11 0" EE � - \ IN \ - I � 0 'Z-/)� 1 . �& SJC7AR 0 la" WHITE I I \ � ` 1 I\, \ , - II" I"I \; \, 0 - " // ,PINE / - 0 ,G IA 1 ," /I - / l� \ ` l\ \ , 1 e \ \ \/ 11 � /` A 6/ ,V , / '11 v, , / (� / I i 0 " I , � \11\ 1� i� 'I, \ b COF5 E _ _ 1 N \ I / / ,/ � " �" �/,/_c" n , o, . 10NHEEE -n 1. / , o IT ' , � J, i " e 1%. 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"- .........,+1.......-- - - . ..,....... -.-�-�:�- .MAPLE �"Z,; ...� I_i' \ � , T I-x� , 0 "\ \ I H LL / - / r - �" la 5F UCE iI .-," -, �1� \ \ 6 �EEPN& S \ LAWN / ! _ _ _ 1 01 OQD _, =NILLON / v - - - /: _ , \, ! - I , � U � ) \ ;� : i I - - SHED, o 11 r LOCK 1 6 AR3\/. ,; __ _t , ..� 3611 RED " � U. , 1�, o REMIAN. s I < ,� 1 �,/, �, 1,z-- `? _-_, I IIl`i _ I \ � O 1\ / \ \I MAPLE + , / - I le "- GE I& \ /- 9 AUG 10V " I ,, � , � , i IfI I&1 a \ / I r._;'- , " 1�1 MAIN I! i G - RT 1\ - � / ` � / j i / li I 0 / 3 LANDSCAPE LIGHTING COORD 22 JULY 10 ___ .1, / , HOU5 7E 0 -- 1\ . , _, , 1� �� �, IllI � 1 // 2 95% 12 MAR 10 FLO, / \ � �', / 11 I 11 O A / 1 ORIGINAL ISSUE 5 MAR 10 I � , . fli OLL ' --A- .& _/ -ZON EX -\X "\ 1 11,�! II 1/ NO PURPOSE DATE �/ f, '\ (- RELEASES >� F �I1 � , ' " L- _1 G I \\\ D 421 BLACK 1ik _ _ _ - - - / Uj \\\ I{ 52 SU6A = WALNUT - - SEAL �- \ 40 � 1,,MAFLE = zt_� - __ = = OAK \ O I ' _� I\. \\ "; 0 " 16 WHITE 1\ - \\\ / \ -5 1 + i __ \ -� I,\ \111 , ' \\ MATURE ' 1., / V,\ FE50JE LAWN -ED 5 2 - -,, � / 11 1 Ill AIP I I I OF-.-.\' " ? I i I , k' I tip 0 , /I, I1 I \\ .\ 0 //I /I/ \\ I \ LIMIT OF WORK - STRAW / I //I I I// \ I 0 \ ,`\ ♦ ,\ RR / / / I/i / 1 \ � �I \ THESE DRAWINGS ARE THE PROPERTY OF EDMUND D. HOLLANDER LANDSCAPE I _ BALE BARRIER, 5rr // / f •., 1 1 Ni k ARCHITECT DESIGN, P.C. THE DESIGN SHOWN AND DESCRIBED HEREIN, INCLUDING/ I ,i/ \ " .it , / ALL TECHNICAL DRAWINGS, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED, 1 Ill \\ ENGINEER'S DOCJMENTS/ �1 A I / // I ) 0 OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART. THE DRAWINGS ANDSPECIFICATIONS SHALL NOT BE USED BY THE OWNER FOR OTHER PROJECTS, FOR, ,a1`, // , 11I // , j 1 ADDITIONS TO THE PROJECT, OR FOR COMPLETION OF THE PROJECT BY OTHERS.1I , " \ / - / /I, � 0 - THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE LANDSCAPEHONE \\ 0 \ \ / •I / / / I ARCHITECT AGAINST ALL DAMAGES, CLAIMS, AND LOSSES, INCLUDING DEFENSE\ / C " 1 / " 1 1 COSTS, ARISING OUT OF ANY REUSE OF THE PLANS AND SPECIFICATIONS WITHOUTS7 - , ! WRITTEN AUTHORIZATION OF M I I / /// 0 UND D HOLLANDER LANDSCAPE ARCHITECT DESIGN, 1."', \ , - P.C. \1 _____..__. � A RV , 1i i f (I/ / �k " //// i 1 0 COPYRIGHT D 2002 L ED LAYOUT NOTES 0 1 CEDAR OAK IfkI I ED PREPAR BY:2 / ,1 _� _ � (51 . ____ 1, 0 , ! /// I ° I�i d� �9 EDMUND D. HOLLANDER 1. LOCATE AND PROTECT ALL UTILITIES, SEPTIC SYSTEMS AND ,',�<"4 , c � / I 5 �/// i ': \ \ 9 � <y DESIGN, P.C.STRUCTURES PRIOR TO AND DURING CONSTRUCTION AND \\ 4 _ _i ,:.. 22 ELAC< __1 - 00 " � 0 REPAIR/REPLACE ANY ELEMENT DAMAGED DURING CONSTRUCTION. \ _' _.____ Q O 10"" "PI - NUT .OAr -, _ I ,I 0 16VOF 0 t V V�� OKNY1 SOtJTFI IT 1200 _____ --DOCK \ 0/1 _ 156j-5LA"C< -_\ _ .___ _ I, DUNG EMAIL: pojects@holanderdesgn.comR 0003 _ _ _ Y I T , 09 FAXN212.473.1104 2. NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY DISCREPANCIES' OR \ ---__".I , , S __ ,\_- _--- _-I I .___ I-.I " __-- ----- . GE �AR /I ERROR BETWEEN PLAN AND SITE CONDITIONS PRIOR TO \ '1 PROJECT: COMMENCEMENT OF WORK. \ / \ _ _ .... 0 / >CI I S TANTON\ 1, ' ' _ _3. ALL BUILT ELEMENTS IN THE LANDSCAPE SHALL BE CONSTRUCTED TO 0 ) ; \ -.,. i RESIDENCEALL APPLICABLE BUILDING CODES. NOTIFY LANDSCAPE " 1 ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. / 00 4. DO NOT SCALE DRAWINGS: USE DIMENSIONS GIVEN. __ __ // I 5. ALL DIMENSIONS TO BE VERIFIED IN FIELD. I i , I 5 845 MAPLE AVENUE 6. ALL DIMENSIONS ARE TAKEN PARALLEL TO OR PERPENDICULAR FROM � - -z_ 1 _ ,,,-..7_...... r% : SOUTHOLD, NY FEATURES SHOWN UNLESS OTHERWISE NOTED. I .... , z DRAWING NAME:7. NEW DRIVEWAY, TERRACES, PATHS, WALLS, ETC. TO BE STAKED IIN �, � __ FIELD AND APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO \ _ICONSTRUCTION. - ,_ . '.1 LAYOUT & MATERIALS PLAN 8. BLUESTONE AND SANDS SAMPLES TO BE APPROVED BY OWNER -SITEAND LANDSCAPE ARCHITECT. 9. PROVIDE 3/8" POLYURETHANE EXPANSION JOINT (25' MAX.)WITHIN SET:MENTSLAB. DRAWN BY: ic CHECKED BY: EDH D 10. LEAVE THE SITE IN A SAFE AND NEAT CONDITION AT THE END OF SCALE: 1"=20'-0" SHEET: I EACH WORK DAY. CURRENT I ISSUE DATE: 9 AUG 10 . L- I , 00 I -0 - � - � I - ---I-- - � __ - __ - - - .— I r I�,.��'...'l / ,," I� . I I�l .1// I � I ". / /I,::� I I , I I/ _'." � / -, I / / '.1 / " . "I . / /. I /,-- // , . I z / � "'V . , ." , I " / I 11 I I /�/ . / I , / I ". 11 I ,�', 1 / 6.ol . . 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I "I I / / I/ , " 1,1\ / '_ �,,�, / ,/,// � " �'l /_ / 1�� ..", I/ I., ,,,,, / // K I'll/ "I", / \ // ;i -_----_ :11 / � / // / . �\ '\\ \\ 1:11, //, ./��:,/,-, 10 .1 1�1 / .// _'/ 1, / \ \ ,// i " / / ''I MATERIALS PLAN — 11, /// � ��4s --" / I/ I / ". \ I/ I \'\\ < \l, 1, /I I " ,/ // / "' 1'� � I � / I / �'/I 11 / / , 1. LOCATE AND PROTECT ALL UTILITIES, SEPTIC SYSTEMS AND 4.1DO NOT SCA,LE DRAWINGS: USE DIMENSIONS GIVEN. 8. BLUESTONE AND SANDSTONE`�AMPLES TO BE APf"k6N\�D '11/ / t-_-_-_ I'll I N, 1\ \\ " 'X ,//, // 11 �J, /,/, �', / . I 1\, I/ ,_, ,",� / . __ , , / , ; "x , , / , / / 1, i -1, \ "I---� ; V \\\ � -/ 1, I , -, , / / STRUCTURES PRIOR TO AND DURING CONSTRUCTION AND 1, BY OWNER AND LANDSCAPE ARCHITECT. , ; /___l -�,- \ I k 111\ ','�, // // ., / // " . // \1 " . / � \\ / / / I " �l I-,,- 1-1 11, \\ / Ill/ -1 / " 11 ", ,' /I ,� 1� """ I REPAIR/REPLACE ANY ELEMENT DAMAGED DURING CONSTRUCTION.* 5. ALL`DIMENSIONS TO BE VERIFIED IN FIELD. Z \ \ ",I I "I �l 4s�----\ \ \ 11 '/I-- /�,/ I , �, / " '.1 ,. 1, I" \ ,\; , �_ / / 0// , � I 11 I., ;�, � "\ \\ \ I "".1 I " I "I " I 1, I," 9. PROVIDE 3/811 POLYUREtHANE EXPANSION JOINT(25' \ " f I /', �l , , , I . / ' \"I ) / 1-1 , , , I \ I , I I , \1 \ \ I I " . ". ,., ,� // " 1� I i I , . �l I .,'� \ \. " I� I / I / 1, 1, 2. NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR 6. ALL DIMEN91ONS ARE TAKEN PARALLEL TO OR PERPENDICULAR FROM MAX.) WITHIN-PAVEMENT SLAB. ` \ \ , �l SET: I" . 1, \\\ �1�1'1'1, 11,1�1�" ,/�,, /" ' I', \\ ERROR BETWEEN PLAN AND SITE CONDITIONS PRIOR TO FEATURES SHOWN'UNLESS OTHERWISE NOTED. l__l_, 11'I/"I � � I i I I// "I"I 11-1 DRAWN BY: ic , I", ,� �lZ ,% ,1, _. 11' I 'Y\.\\ "I", \\ 1"',"� /,"", ,.,/ ,�",I I I/ / �, �',� .11 COMMENCEMENT OF WORK. ___...""' E,kVE THE SITE IN A SAFE AND NEAT CONDIT I AT T01 I "I, 1-1 BY: EDH - \ _'l �,�l �,� " 1''. ", ,� I'll ." 10,1 ION " , I'll 0, \ \, 'I" �l / .1 - I" /// / "I __'l " I I 11 CD . I" // " , ", _�, " I // . , / , 7. NEW DRIVEWAY, TERRACES"PATHS WALLS ETC. TO BE STAKED IN 1-1 _ END OF EACH WORK DAY. "" I ill ;p \ " 'N \ �l ./ ,� , /I , 1\ / /"�,,"" � " .11 � 1 2 .______ R ` ,`_"� I I I I ,/ - \ 11.I � ,/ / I " " I ,� / . 1, � ) I , I ! SCALE: I/8*o = If-Osl SHEET: \,-,-\ \ , , " . / , , I / "/ � , 1 13. ALL BUILT ELEMENTS IN THE LANDSCAPE SHALL BE CONSTRUCTED TO FIELD AND APPROVED BY OWNERJLANDSCAPE ARCHITECT PRIO TO'. ;" i 11 I , I" z , " , �,<I " 11--t / ". , " I ; I , , , , \ / I � , " * I I ��", , / �, , 11 . , , / I , - i , I I � / I I \ \ / , ,� ,/ I I , , // ,� .1 / '. / MEET ALL APPLICABLE BUILDING CODES. NOTIFY LANDSCAPE CONSTRUCTION. i i \ I I . CURRENT �� 1;, � , " I . , I/ I / 11 i I � I / \ 1, /I 1',< ". A I � , � I I I I E: 9 AUG 10 \ 1, ,� / /,�,'. /" /I .. ,/ /: 11 I I I /I ISSUE DAT I " , , � , . 11 // " I ; , / " 1, , , . I ; � - -_ I 11 / , " I � I , I : \ \ , / ,, " / " : I/ I / // I I 1 7 � , , I I - - � I " /,/ ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ; / L- I , I 0 , I \ I / ': I ,/i , - A // " _., -1 ! ___ \ I , � / � I , I- / I 11 _-IIIIIIIIIIIIIIIIIIIII11--I- - __ ____ - __ - - ___ ______ __ ____ / I . . =111 __ / . �\ I . . � - j . EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. / \ I ENVIRONMENTAL PLANNERS,LANDSCAPE ARCHITECTS,HORTICULTURISTS 200 Perk Avenue South P.O.Box 635 / \ I Suite 120D Sag Hadwr,NY 11936 New York,NY 10003 PH 631.725.2737 PH 212A73.0620 / \ - FX 212A73.1104 I: SEE FENCE NOTES ®I/-L-5.12 I �• � � �" '� ' � OWNER'S REPRESENTATIVE NAME ADDRESS I BARN p HOUSE ADDRESS 2 BARN \' POOL HOUSE CITY, STATE / \ PHONE FAX S4AI(SHT RAIL AL16NMENT CURVED RAIL AL16NMENT # STRAI(SHT RAIL ALI(SNMENT ARCHITECT NAME ADDRESS I ADDRESS 2 CITY. STATEPHONEFAX EQUAL, HE 1 GHT OF FENCE STEPS UP I _ SURVEYOR CENTER 1 tl TO NAME ADDRESS 1 ADDRESS 2 /�It- 11 I 1 /I 111 / 1 / ( H _ CITY, STATE CENTER 110 (6 -10 1 II I 1 -�/ 1 1 I it PHONE FAX 1 I STEPS GATE STRUCTURAL ENGINEER I I I i---------- 1 NAME TFence a4 I ADDRESS 1 l . f � l ,._..�.. ADDRESS ATE i FPHO AX NEST I F I N I SHED FLOOR I a OO i_.,..:. ;12...xi ,. t . . L L_1 t,--, ( !—....,� # • :, .»..., ,I .,�..}_.,� � � ...1_.y�...-..F.�_:_-..i.:y.....c....A T-:5..... � T i � I -. MEP ENGINEER . NAME ,, r s � _;�,...:c��,. _.r" ».-,...._ • , •r� ADDRESS 1 , ADDRESS 2 4.25 f Y L CITY. STATE �7` 15.50 ————————— —� ( 1 It I FAX PHONE 1 4 2 •_ 5.02 ---------- _——__ SITE CIVIL ENGINEER NALL $ POOL NAME ADDRE33 1 ENCLOSURE RAIL 5 2 S-I-EF,S ADDRESS E S.0I 5.12 GATE PHONE FAX ENVIRONMENTAL PLANNER NAME ADDRESS I RETAINING MALL I$ POOLFENCE Y E ELEATI OI `I, ADDRESS 2 I CITY, STATE SCALE : 1/4" I1_O11 FAX PHONE ........_.: EL-1 I i SEE FENCE NOTES @ 1/-L-5.12 POOL HOUSE ---------------------- I I i II 1 I I ! I I I ------ 1 ! I i A I — ------- -� GATE ------ NM 3 100% CD's — BID SET 9 AUG 10 1 I 1 2 95% 12 MAR 10 ,:. ... ........ EHHHMUM MOM 1 1 ORIGINAL ISSUE 5 MAR 10 — ——— ———� � I�•�� � NO. PURPOSE DATE RELEASES 1 1 TYPICAL PANEL rl 7 SEAL POOL 5.12 2 POOL ENCLOSURE 512 ENCLOSURE FENCE GATE JD � " ~ m FOOL_ ��NG� �L�YATION - l��I�ST 2 ." , SCALE 1/4 - I O OFI n +� THESE DRAWINGS ARE THE PROPERTY OF EDMUND O. HOLLANDER LANDSCAPE / \ ARCHITECT DESIGN, P.C. THE DESIGN SHOWN AND DESCRIBED HEREIN, INCLUDING ALL TECHNICAL DRAWINGS, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED, OR COMMERCIALLY/ EXPLOITED, IN WHOLE OR IN PART. THC DRAWINGS AND\ SPECIFICATIONS SHALL NOT BE USED BY THE OWNER FOR OTHER PROJECTS, FOR ADDITIONS TO THE PROJECT, OR FOR COMPLETION OF THE PROJECT BY OTHERS, THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE LANDSCAPE / \ ARCHITECT AGAINST ALL DAMAGES, CLAIMS, AND LOSSES, INCLUDING DEFENSE COSTS, ARISING OUT OF ANY REUSE OF THE PLANS AND SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, / \ P.C. COPYRIGHT 0 2002 ALL RIGHTS RESERVED / \ PREPARED BY: SEE FENCE NOTES ®I/-L-5.12 / \ EDMUND D. HOIJ ANDERLANDSCAPE ARCHITECT DESIGN, P.C. / \ 200 PARK AVENUE SOUTH SUITE 1200 45'-4 " / \ NEW PHONE:R 212.473.0620 FAX: 212.473.1104 BARN EMAIL: projects®hollanderdesign.com POOL HOUSE 23'_3 I 11 61_61 11 15'-6 I ►' BARN PROJECT: 1 1, �1_a �1_a �1_a i H STANTON I(- SIDENCE I ( I 1 I 845 MAPLE AVENUE nnn nnn r I ilillll Illll�lpl�iplll�ll�lll SOUTHOLD, NY lllllllllllllllllilll�llli I I i I IIIII'I III II IIIIIIIIIINIIII ( I i I I _ _ _ _ I DRAWING NAME: All 1 IIIIIII Iilllllllll Illlllll I aml wamam IFINISHED FLOOR Ia.O0 I CONSTRUCTION 17.25 ) I DETAILS - WALL =FOOL ANDFENCE rrPICAL PANELPOOL 2 ENCLo O 5.12 ENCLOSURE 512 ELEVATIONS GATE FENCE DRAWN BY: JC SET, CHECKED BY: EDH CD FOOL FENCE ELEVATION - EAST SCALE 1/4 - I O CURRENT AS SHOWN REET:SL-5 ,011 ISSUE DATE: 9 AUG 10 i i I I ---------- ----- .i�ii ii���ii �ii �ii �i► � I � i I i I i I i I I IF. 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