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HomeMy WebLinkAbout41698-Z ��1FFD��pG Town of Southold 5/18/2018 �a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39652 Date: 5/18/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 4573 Wickham Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 107.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2017 pursuant to which Building Permit No. 41698 dated 6/5/2017 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: alterations and additions includingraising aising of dwelling for flood compliance, deck, front entry deck, second story balcony and outdoor shower stall to an existing one family dwelling as applied for per ZBA#7022, dated 2/16/2017. The certificate is issued to Leutwyler,Albert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-46932 1/24/2018 PLUMBERS CERTIFICATION DATED 3/20/2018To Colagrande o ' Signature o�SUFFoi,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT C s TOWN CLERK'S OFFICE °oy • SOUTHOLD, NY Cpl � X00 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#: 41698 Date: 6/5/2017 Permission is hereby granted to: Leutwyler, Albert 4573 Wickham Ave Mattituck, NY 11952 To: construct additions and alterations to a single family dwelling, including rasing the struture for flood compliance, as per ZBA, Trustee and DEC approvals with flood permit. At premises located at: 4573 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.4-5 Pursuant to application dated 5/11/2017 and approved by the Building Inspector. To expire on 12/5/2018. Fees: Flood Permit $100.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,044.00 CO -ADDIT L $50.00 Tot 1: $1,194.00 Building Inspector Certificate of Compliance ....... ................................... ..................................................... ........ ........................... ............ ............ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 _...................P:...(631) 598-5610 .............._................... ......................._........... CERTIFIES THAT Upon the application of Upon premises owned by East Manor Electric Inc Albert Leutwyler P.O. Box 192 4573 Wickham Avenue Manorville, NY 11949 Mattituck, NY 11952 Located at: 4573 Wickham Avenue, Mattituck, NY 11952 Application Number#: 18-46932 Certificate#: 18-46932 Electrical License#: 3691 ME Section: Block: Lot: Building Permit M 7G22- Described 9 2-Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 2 Story Renovation &Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 24th day of January 2018 Name QTY Exhaust Fan - 15 Amp, 120V 2 Duplex Receptacle- 15 Amp, 120V 49 Floor Electric Heater- 15 Amp, 120V 2 Service Disconnect-200 Amp, 240V 1 Dryer Circuit-30 Amp, 220V 1 Meter-200 Amp, 240V 1 Motion Switch- 15 Amp, 120V 1 Dishwasher Circuit-20 Amp, 120V 1 Electrical Inspector: Anthony Giordano VdCAUuuiq�. G� GYS%� '(�I�Q•r� eEi"�e � �.,� MAR 202018 This certificate is not valid unless raised seal is present. 11 TOWN OF SOUT'HOLD Certificate of Compliance .............. .................._............._..........................._........................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARI(AVENUE AMITYVILLE, NY 11701 _ -P:.(631).-598-5610 ........... ......._. ..............._............................................... CERTIFIES THAT Upon the application of Upon premises owned by East Manor Electric Inc Albert Leutwyler P.O. Box 192 4573 Wickham Avenue Manorville, NY 11949 Mattituck, NY 11952 Located at: 4573 Wickham Avenue, Mattituck, NY 11952 Application Number#: 18-46932 Certificate#: 18-46932 Electrical License#: 3691 ME Section: Block: Lot: Building Permit#: 7,OH Jbg Name QTY Electric Water Heater Circuit- 20 Amp, 120V 1 Floor Receptacle- 15 Amp, 120V 2 HVAC Unit-20 Amp, 240 V 1 Incand. Fixture- 15 Amp, 120V 23 Paddle Fan- 15 Amp, 120V 2 Smoke Detector- 15 Amp, 120V 5 Switch - 15 Amp, 120V 31 UG Service Feeder-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano �J�0\ �,VdI IAt�'Gkr,'''�. wl:' Z-5. �S.APPROVEDr o This certificate is not valid unless raised seal is present. pr�l�r-'TVE® d MAR 2 0 2018 TOWNIOV SOUTHO7LD pf SQ�r�Dlo Town H&Annex Telephone(631)765-1802 54375 Main Road 41 Pax(63I)765-9502 P.O.Box 1179 GD • Southold,W 11971-0959 y BUILDING DEPARTMENT F DD TOWN OF SOUTHOLD MAR 2 0 2018 TOWN OF SOUTROLD CERTIFICATION Date: 342 p- Ib Building Permit No. Owner: (Please print)^T Plumber: "r0 (CA Gt til (Please prinij I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbe ignalure) Sworn to before me this 10 day of,LA GU , 2018 Notary Public, 5"Flo`K County MMM J.NOCIFORO Notary Publ =%o New lfbdt No.01 47 Qualffied in Suffolk County Commission Expires September i9,20_ JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: November 21, 2017 LJ~� 7-71 1 t_ To: Leutwyler �, 2 � 4573 Wickham Ave Mattituck,NY 11952 Permit#41698 Re: Drywell Inspection To Whom It May Concern: This letter certifies that a drywell inspection was performed at the above mentioned property and all work was installed as per plan and meets all state and local codes. Any questions feel free to call. NE ��o incerely, 4 ; LU w J Deerkoski P.E. . 4 ��FOA° 072`'���C' ��FE SS�� �4- 416 R9 I J.P. HUNTER ENTERPRISES,EW. HUNTER INSULATION ® HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(633 1)283-4163• November 29, 2017 D [EC[EDVp- DD DEC - 3 2017 RE: 4573 Wickham Ave Mattituck Leutwyler Residence BUMDINGDEPT. TOWN OF SOUTHOL To Whom It May Concern, The above referenced house was insulated as follows: Insulate exterior roof with 3" R-22 closed cell foam and 9" R-30 fiberglass for total ` R-50. Insulate 2 x 6 exterior wall with 5 %" R-21 kraft faced fiberglass insulation. Caulking at all sheathing joists, bottom plates and any penetrations to exterior. Fiberglass batts to be installed as per energy star specifications. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Insulate crawl space ceiling with 4%Z" closed cell foam R-30. i i Sincerely, i Kenneth Brauner { W 0 pF SOUTyO �o �o MUNi'10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:f �'� w�JJ 'v✓171 qj 41G �YYJ40V I s16 vt;A,.l f _ DATE 900' ANSPECTOR courm,��' TOWN OF SOUTHOLD BUILDING DEPT® 765-1802 INSPECTION [ ] . 1ST [ ] ROUGH PLSG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I Dyl- LWfkWWAI r f Gt DATE �� INSPECTOR alb V� &trs%kfSOUj coum,Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: \�mo olzz � -�- ��• /A DATE INSPECTORwv I q Comm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ .] YOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: l �ffiw- e � �/ a,,c�✓' t4 WL, Adftt6l - DATE INSPECTOR II 6 OF so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) MARKS: cel/ *w DATE D �7' INSPECTOR SOUTyolo cOUM'r,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ue'�' t� �bwv MCA*, DATE1 741 INSPECTOR 151 �pF SOUly cou 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) [ ] ELECTRICAL (FINAL) REMARKS: S �ft,(Aive-"k 3 Ormp, r�A;Ips VA Rat sT�,'✓s Sl bvv, 11 R04 s • fohSV � AU4-o -� - :rib o DATE. ' _Y03M4 INSPECTOR f •� FSO 0 UTyo{o f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR VNL, li=W Mr-M 110,11111, M► ITAT1777M PA ar - c Rim 910 Am POAw Owl _F � � �r.:�s►ww'� .� w:.I/ .L' R M.L FO IN W;' U3, r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 �'"' ` 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 // `' ' ;y "' Survey SoutholdTown.NorthFork.net. PERMIT NO. t? Check y Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined &:s_ ,20 1� MAY 2097 Single&Separate Storm-Water Assessment Form BUILDMG DEPT. Approved .� ,2 l TOWN OF SOUTHOLD Mail'to:k.VI e(t. wyley- Disapproved a/c - 473 Wed<lM IJP,h�� u� M)Z 0 Phone: Expir I io ' JA Q C. Bui i nspe"for NOV 2016 APPLICATION FOR BUILDING PERMIT B ING x. Date�l,�� , 20� TO OF SOUTH INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to th'e'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 orf 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 steal I 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 f. Every building permit shall expire if the work authorized has,not commenced within 12 months after the date of - ; issuance or Sias not'been completed within.l$ months from such date.If no zoning amendments,or other regulations affecting the ro ert �liave been enacted in the interim,"the Build"in{ Ins ector ma autHorize'i"` itin" the'extension of the permit for an P P Y g p& Y g, addition six months.-Thereafter, anew 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, onalterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,'housing code,and ' uI do is, and to admit: authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 57, -(Mailing dddress of applica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Aer leu,+W kAef (As on'the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio of'l nd on w i h propo 'ed work will d ���. Wt � a� a House Number Street ,, .`, ;,' - Hamlet County Taxa.Map.'No. 1000 Section A 7 ` �-­;'-,-Block—' • DA- Lot (9 d5 i Subdivision Filed Map No. Lot, State existing use and occupancy of remises and intended use and occupancy of proposed construction: p premises � p Y p p , a. Existing use and occupancy Q kjV 125 �eWe i { b. Intended use and occupancy - , I e-n t�t���t�I-��l QNGe . -. . 13. Nature of work(check which applicable): New Building Addition 1 Alteration Repair Removal Demolition Oter Werk I (Description) 14. Estimated Cost 22�i ,(y(� Fee 2 4 ,,,; (T-064 paid on filing this application) 15. If dwelling, number of dwelling units Number`of dwelling units on each floor If garage, number of cars i 6. If business, commercial or mixed occupancy, each type of use. 7. Dimensions oo exifting structures, if any: Front 2$a V Rear 230�I Depth Height �'h . �p' Number of Stories ' Dimensions of sar�le structure with alterations, roadditions: Front a s+ s I Rear Depth _ (�. Height 2�+ (� ' Number oftt6hes ° 38 •�' 'Dept'� 8. Dimensions of entire pew construction: Front , � . 'Rear i ! Height 2b +b��z, Number of Stories ,I 1 9. Size of lot: Front �� 1 +' b I' Rear 1k7 e 97 Depth �?k7,r, al I'Ti 114 ',•1a T. ',' i10. Date of Purchase'Lu-7 / 200 6 Name of Former Owner I.o�WfPMC•e ► ,lX,��i 11. Zone or use district in which premises are situated" Sl I,t A e-e 1 I V - 112. Does proposed construction violateany.zoning'law, ordinance or regulation? YES NO X13. Will lot be re-graded? YES NO,X Will,excess fill be removed from premises? YES NO • l I14.Names of Owner of i�re ises 1�a t ►W�(tc�: Address�ti�3 �1�vlanM,b-e Phone No.�O�ta" �3� 7� Name of Architect' �1d 1 f w f ft Address A � Phone-No Oil 374 424 1 Name of Contractor 6WI Af4 WEVLAZZ, Address"r V-e1:>t lRuUSue Phone Noy. 5(b- h y 2—o07Q 4� � .- 115 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 tidai 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. ines.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 res`t'rictions with'riespect to this property? * YES NO ! * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: !COUNTY OFSUffi& ! wt r4 )=t LAw yItP, being duly sworn;deposes and says-that(s)he is the applicant (Name of individual signinj contract)above named-, F 11(S)He is the 0 V y cf, (Contractor,Agent, Corporate Officer, etc.) I of said owner or owners, and is duly authorized to perform or have performed the said work and to make and f le this application; hat 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: Swor too before me this day of 201A01 WA TRACEY L. , Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of A licant! NO.O1 DW630690b QUALIFIED IN SUFFOLK COUNTY 1 COMMISSION EXPIRES JUNE 30,2-M ' -i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.8992 DATE: APRIL 19,2017 ISSUED TO: ALBERT LEUTWYLER �< PROPERTY ADDRESS: 4573 WICKHAM AVENUE,MATTITUCK SCTM#1000-1074-5 AUTHORIZATION f~ Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in f accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 19,2017,and in consideration of application fee in the sum of$250.00 paid by Albert Leutwyler and subject to the Terms and x Conditions as stated in the Resolution, the Southold Town-Board of Trustees authorizes and permits the �4 �1 following: Wetland Permit to raise the existing dwelling by 18"to conform to FEMA AE 8 regulations; construct a second-story addition to dwelling;add a two-story 12'x10'addition onto landward side of dwelling; construct a 51x13'6"second-story balcony on the seaward side of dwelling; install a'5'x8'outdoor shower on the landward side of the dwelling; and the existing 381x8'and 421x10.3'attached wood deck to dwelling to be raised 18"to match the new height of the r. dwelling;and as depicted on the site plan prepared by Mark K.Schwartz,AIA,dated March 7,2017,and stamped approved on April 19,2017. �S Y rJ � gk} IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, -, and these presents to be subscribed by a majority of the said Board as of this date. s %6FFQJ t CION ° r r.�-z- Michael J.Domino,President ��®� s® �® Town Hall Annex John M.Bredemeyer III,Vice-President �® �® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G � ' �. ® Telephone(631) 765-1892 Greg Williams ®��c y�^ a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1461 Date: April 12, 2018 THIS CERTIFIES that the raising of the existing dwelling by 18"to conform to FEMA AE 8 regulations,• construct a second-story addition to dwelling,add a two-story 12'x10' addition onto landward side of dwelling;construct a 5'x13'6"second-story balcony on the seaward side of dwelling; install a 5'x8' outdoor shower on the landward side of the dwelling,Viand the existing 38'x8' and 42'x10.3' attached wood deck to dwelling to be raised 18 to match the new height of the dwelling; At 4573 Wickham Avenue,Mattituck Suffolk County Tax Map#1000-107-4-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 7,2017 pursuant to which Trustees Wetland Permit#8992 Dated April 19,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for raising of the existing dwelling by 18"to conform to FEMA AE 8 regulations,• construct a second-story addition to dwelling;add a two-story 12'x10' addition onto landward side of dwelling• construct a 5'x13'6"sec6nd-story balcony on the seaward side of dwelling-, install a 5'x8' outdoor shower on the landward side of the dwelling,and the existing 38'x8' and 42'x10.3' attached wood deck to dwelling to be raised 18"to match the new height of the dwelling_ The certificate is issued to Albert Leutwyler owner of the aforesaid property. Z"- Authorized Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION * Fac1lity DEC ID 14738-03671 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ' ALBERT LEUTWYLER LEUTWYLER PROPERTY 4573 WICKHAM AVE 4573 WICKHAM AVEISCTM 1000-107-04-005 MATTITUCK,NY 11952 MATTITUCK,NY 11952 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 707.266875631855 NYTM-N: 4542.05705771456 Latitude: 41°00'12.1" Longitude: 72°32'07.8" Authorized Activity: Raise existing single family dwelling, and construct first and second story;z additions to dwelling. All work must be done in strict accordance with the attached plans stamped:. "NYSDEC Approved" on April 13, 2017. Permit Authorizations Tidal Wetlands Under Article 25 Permit ID-1=4738-03671/00002 N`ew Permit Effective Date: 4%13/2017 Expiratioir'Date: 4/13/2022 ° NYSDEC Approval By acceptance of this permit, the permittee agrees that the�permit is contingent upon strict compliance with the ECL, all applicable f6gul"ati6ns, and all`conditions included as part of this permit. Permit Administrator:GEORGE W HAMMARTH,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters c- SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 Authorized Signature: Date Distribution List Marine Habitat Protection SHERRI L AICHER Page 1 of 5 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Imbue `Facility DEC ID 14738-03671 Permit Components NATURAL F.ESOURCE PERMIT CONDITIOTrS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply.to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project 'the permittee and contractor-shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days oKpinpletion of project,, e bottom portion of the form must also be signed and returned, along with photographs of the completed work. ' 4,• 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark K. Schwartz last revised January 9,2017 and stamped T` "NYSDEC Approved"-on April 13, 2017. 3 -.._. :Y'i$�.1. - _• _. . •, -_. , •_ as _ ., - .�: ... G4�/.`�:!-':r^i•r.:t-s"7:,�oLiiJa" __:?�:'aa.: 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the.worksife"aicl adequately-protected from the weather. 4. Concrete Leachate During construction, no"wet or fresh concrete or leachate°slz'alI be allowed to il escape into any wetlands or waters of New York State,n6r.shall.washingsvfrom ready-mixed concretey trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms." S. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shalI be completely removed_from the adjacent area-(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. Page 2 of 5 Am imbue NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03671 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 60 linear feet landward of the tidal wetland boundary for'immediate pn-site recharge. 12. Driveway/Parking Aced"d Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. ' Y 7 13. No Chan e,sA Septic System This permit does not authorize any alteration expaision or replacement ofexisting septic systems. 14. State 14ay Order Removal or Alteration of Work If future operations by the State of New York require an°alteration in the position of the structure or work herein authorized, or if,in the opinion of the DepartAnt of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said" or flood flows or endanger the health, safety or welfare of the people of the State, or'cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, andtf,upon the expiration or revocation of this permit,the structure, fill,excavation, or other modificatiojL-otthezwatercourse,hereby authorized_.shall notbe gemp1etedJhg,9wners;pshall;?wltboutr expense to the State, and to such extent and in such time and manner as the Department of Environmental:Goiiseivahon may require,remove all or any portion of the uncompleted structure,or fill and restore to its former condition the navigable and flood capacity of the watercourse:�1Vo claim shall;' .=rr� be made against the State of New York on accouiit-of,any such removal or alteration. 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition.., No claim-shall be made against-the State ofl.New•York on account afany such::-- removal or alteration. 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused.by or result from future operations undertaken by the-State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 5 Aft NEW FORK STATE DEPARTMENT OF ENVIRONMENTAL'CONSERVATION �i Facility DEC ID 1-4738-03671 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SA-PA 401(3). The permittee shall provide a.person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps, drawings and special conditions,,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless`expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind ariy order or detemunation previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a"': separate written application to the Department for permit renewal,modification or transfer of this ' permit=rSueli application8inusfiriclude"ariy forms oT stippl'emenfal information the'fDeparhnentregitires. Any renewal,modification-;or;transfer granted by the Department must be in writing. Submission._of_., app lications,for='permit renewal,modification or transfer are to be submitted to: Cr' Regional Permit Administrator ''`` NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expii�dti6n"!6Fihe following permit antfiorizatioris: Tidal"Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b, failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 4 of 5 Ask ,NEW(YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION IMMEW Facility DEC ID 14738-03671 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. - NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts,Legal Responsibility and Agrees to Indemnification; The permittee, exceptingrstate or federal agencies, expressly agrees to indemnify and Bold harmless the Department of Environmental Conservation of the State of New York, its representatives;`employees, and agents ("DEC',').'for all claims, suits, actions, and damages,to the extent attributable to tliex, permittee's acts ofomissions in connection with the permittee's undertaking of activities in coimection with, or operation and maintenance of,the facility or facilities authorized by the permit whether n . compliance o snot in compliance with the terms and conditions of the permit. This indemnificatioiRdoes not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligen or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under _. Article 7$of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision . under federal or state laws. Item Bee's Contractors to Comply_with Permit a:a.sx.se�c:-s: ,:."%"• su::z.=:ti'.•• , ^-x:r.;z� .. ,.- •;. . :•i+: _:�.•s".,;.„;�'.�-'i` .;.-- '�•=- s aa�'-:';`5:.-'.-'"' The permittee is responsible far informing its independent contractors,employees, agents and assigns of their responsibility to.:, vciitli flus•pexmit, including all special conditions while acting as permittee's ageiitZith respect to the permitfed-activities, and such persons shall be subject-td*1°the same sanctionsTor violations of the Environmental Conservation Law as those prescribe&for the permittee. Item C Permittee Responsible for Obtaining Other Required Permits ' The permittee is responsible for obtaining any other permits,approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: N6.'2ight;to Trespass.or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights'of others m— order io perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party-to the permit. i Page 5 of'5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 21, 2016 TO: Albert Leutwyler 4573 Wickham Avenue Mattituck,NY 11952 Please take notice that your application dated November 9, 2016: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 4573 Wickham Avenue, Mattituck,NY County Tax Map No. 1000 - Section 107 Block 4 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on a nonconforming 15,475 sq. ft. lot(12,900 buildable) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20;000 square feet in total size require a front yard and rear yard setback of 35 feet. The proposed construction has a front yard setback of 30.7 feet and a rear yard setback of 30 feet, 10 inches. X/' Authorized Sign re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS QF SoSouthold Town Hall Leslie Kanes Weisman,Chairperson �� �®0. 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer CO- @ Town Annex/First Floor,Capital One Bank George Homing ® � �® 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQU (,N Southold,NY 11971 RECEIVED Dhttp://southoldtown.northfork.net http://southoldtown.northfork.net a',11 QPM Liv D ZONING BOARD OF APPEALS 2 2 ON G o FEB 2017 FEB 2 7 2011 1 TOWN OF SOUTHOLD �� Tel.(631)765-1809•Fax(631)765-9064 Sou old Town Clerk _ BUILDING DEPT. TOWN OF SOMOINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 16,2017 ZBA FILE# 7022 Lt U'f W.1ItR NAME OF APPLICANT: Albert PROPERTY LOCATION: 4573 Wickham Avenue,Mattituck,NY 11952 SCTM No. 1000-107-4-5 SEORA 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 December 19, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local'Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated January 30, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available it is the coordinator's"recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. TOWN ENGINEER OF THE TOWN OF SOUTHOLD: This application was referred to the Town Engineer. In the department's response letter dated December 20 2016,-the Town Engineer reviewed the application and indicated that the property does not appear to have erosion or drainage issues related to stormwater, and that additional drainage will be required for the reconstructed roof. The engineer sees no issues related maintaining the existing setbacks for the proposed new second floor. PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 15,475 square foot waterfront parcel located in an R-40 zone. The parcel has 111.87 feet on Long Creek. The parcel has 161.61 feet along a right of way on the South side, 106.42 feet on the East side,and 147.87 feet on the North side. The property is accessed by a 641.38 foot right of way that connects to Wickham Avenue. The property is improved with a one story frame house with decks as shown on a survey prepared by John T Metzger, LLS dated August 4, 2016 and last revised November 7,2016. BASIS OF'APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's November 21, 2016,Notice of Disapproval based on an application for a permit to construct additions and-alterations to an existing single family dwelling at: 1) less than the code required minimum front yard setback Page 2, February 16, 2017 #7022, Leutwyler SCTM No. 1000-107-4-5 of 35 feet,2) less than the code required minimum rear yard setback of 35 feet; located,at: 4573 Wickham Avenue, (Adj. to Long Creels)Mattituck,NY. SCTM No. 1000-107-4-5. RELIEF REQUESTED: The applicant requests variances to make additions and alterations (a second story addition) to an existing house having a non-conforming front yard setback of 30.7 feet and a rear yard setback of 30.5 feet where code requires a 35 foot setback for each. ADDITIONAL INFORMATION: The survey and elevations describe the home to be elevated one foot, six inches in order to conform to FEMA. In ZBA file# 6292 dated August 18,2009,the applicant was granted front yard and rear yard variances for a deck addition. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2017 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law W7-b(3)(b)M. Grant of the variance(s)will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family waterfront homes. The house is at the end of a private right of way and the additions and alterations will not be visible from a public road. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing one story frame house has a non- conforming rear yard setback and front yard setback. Any proposed second story will require the benefit of an area variance. The expansion upwards relieves the need to request permission to encroach towards the protected wetlands. 3. Town Law $267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 12% (30.7 ft.) and 13% (30.5 ft.) relief from the code. However, this is a second story addition of an existing non- conforming dwelling and the non-conforming yard setbacks will not be changed. 4. Town Law §267-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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story 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 Dantes, seconded by Member Schneider, and duly carried,to Page 3, February 16, 2017 #7022,Leutwyler SCTM No. 1000-107-4-5 GRANT the variances as applied for, and shown on the architectural plans prepared by Mark Schwartz,Architect, dated November 30, 2016, labeled A-1-6 and survey prepared by John T Metzger LLS, dated August 4, 2016, and last revised November 7,2016. 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 buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted, The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1) year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Schneider, Horning and Dantes. (Member Goehringer not present) This Resolution was duly adopted(4-0). A2olt"VUC Leslie Kanes Weisman, Chairperson Approved for filing o; / a /2017 Scott A. Mussell ,��°Su �� STO�IE�-l��l WA�'7C'IER SUPERVISOR C IWANAx-G IEl�� 1ENIF SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 12 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES TTHIS 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. ❑® 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. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. �❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ 7❑ 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 Four Building Permit Application. APPLICANT: (Property Owner,f)esign Professional,Agent.Contractor,Other) S.C.T.M. - 1000 Date: District 0_7NAME: G W �v{ Section Block 5- V 17 tv (� `7 FOR BUILDING DEPARTMENT USE ONLY Contact Information ���IY '- �3��i j O Cry N—b�) — — — — — — _ 1 Reviewed By: — — — — — — — — — — 11 5 / � Property Address/ Location of Construction Work: 1 - - - - - - - - - - - _ _ - - Date_ — — — — — — — I U [.NI e &e ® Approved for processing Building Permit. # ! Stormwater Management Control Plan Not Required. ormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 _ _ APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor.Other) —� �QSVp Stormwater Management Control Plan CHECK(LIST N M i1�1, W Get Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. J�j Plax Prem _ q �, Date: �c The applicant must provide a Complete Explanation and/or Reason for not providing Sgnuturc 4 ZSph.m3�-4113 10 � of all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 0� c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, DRAINAGE driveways,sidewalks, drainage improvements & utilities. 00 REQUIRE® h. Spot Grades& Finish Floor Elevations for all existing & ngrneenng at 765-1560 before proposed structures. rove a Engineer's Certification I. Location of proposed Swimming Pool and discharge ring. UZI the drainage has been installed to Cnde 1. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 00 EROSION 2. Stormwater Management Control Plan must include Calculations showingCONTROLS that the stormwater improvements are sized to capture,store,and Infiltrateinclude but not be limited to: on-site the run-off from all impervious surfaces generated by a two(21 inch A well maintained Construction rainfall/storm event. Wire Backed Silt Fencing, stabiliz 3. Details&Sectional Drawings for stoi mwater practices are required for approval. Seeding of exposed and/or i art Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance& Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 7C �� Yjaj�`rD • d. Leaching Structures (e.g. infiltration basins,swales,etc.) Q1 SOUTRUIAU **** FOR ENGINES _ DEPA — EM" USE ONLY **** Additional Information is Required. Reviewed & / I Stormwater Management Control Plan is Not Complete. }i 14 Approved I — — — — — — — — — — — — — — — — — — — — — — — Pp Y � Stormwater Management Control Plan is Complete. • ;;� Date: G 7 I SMCP has been approved by the Engineering Department. FORM # SW P eck List -TOS MAY 2014 U.S. DEPARTMENT OF HOMELAND SECURITY OM I ' 108. Federal Emergency Management Agency Expi a'fo ate: ovedik 30,2018 DD National Flood Insurance Program ELEVATION CERTIFICATE MAR 2 0 2018 Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/companIFEgi(8),b4lildjng'oriuner. SECTION A—PROPERTY INFORMATION FOR INS Al. Building Owner's Name J Policy Number. ALBERT LEUTWYLER A2. Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)'or P.O. Route and Company NAIC Number: Box No. 4573 WICKHAM AVENUE City State ZIP Code MATTITUCK New York 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-107-04-05 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41 00 12.1 N Long.72 32 07.9 W Horizontal Datum: ❑ NAD 1927 x❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 914.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 1000.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9.For a building with an attached garage: i a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total netprea of flood openings in A9.b sq in, d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD,TOWN OF 360813 SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 36103CO143 H 09-25-2009 AE EL 8 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0=33(7/15) Replaces all previous editions. Form Pagel of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 4573 WICKHAM AVENUE City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. 02. Elevations=Zones Al A30,AE,-AH,A-(with BFE),VE,V1—V30,V(with BFE),-AR,AR/A,AR/AE,AR/A1—A30,-AR/AH;AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum:NAVD Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 5.76 ❑x feet ❑ meters b) Top of the next higher floor 11.30 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters c d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.92 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.00 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 7.87 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 4.50 ❑x feet ❑ meters �--structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification"is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. _ Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name, License Number OF NEW JOHN T.METZGER 49618 ���(� 1% Title �T.MeT OWNER Company Name PECONIC SURVEYORS PC Address 1230 TRAVELERS STREET /� $ City State ZIP Code rD SOUTHOLD New York 11971 Signature Date Telephone Ext. 02-23-2018 (631)765-5020 Copy a pa es of this Elev ion Certificate and all attachments for(1)community official, (2)insurance agenticompany,and(3)building owner.- Comments(including type of equipment and location, per C2(e),if applicable) HOT AIR FURNACE, HOT WATER ON DEMAND AT EL 11.30 BOTTOM OF ELECTRIC METER PANEL EL 10.92 _ A8(d)Engineered flood vent openings are SMARTVENTS FEMA Form 086-0133(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 4573 WICKHAM AVENUE City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade,if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspaoe, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see,pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name LB1Z�' Add City State ZIP Code 573 V 1"AAAH Ak/�N,U.- MKT�►`MUCIC Signature Date Teleph ne 3/1S 18 - -A170 Comments Comments ❑Check here if attachments. c FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 n OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 4573 WICKHAM AVENUE City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(g)and sign below.Check the measueement used in Items G8=G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zon&AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) El feet El meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 4573 WICKHAM AVENUE City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. a, t \: tit � BUILDING PHOTOGRAPHS OMB No 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg No) or P.O. Route and Box No. Policy Number- 4573 WICKHAM AVENUE City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents. as indicated in Section A8. If submitting more photographs than will fit on this oaae. use the Continuation Page. i rz I i i i . $.. .; a 1 x , N \ \ Replaces a previo t (� , T[I"H T. TERRY I�r= �;l ' 7 � I ttt•n 1l,tll S.11Tu� 1.1�►i► r P O- nt,x 1 17h r TOWN CLERK '' 1 : 1'trrk 1 ,� rt Stw�hciltl Nc�� .✓ 1 Fax (5 16) 765.Ig� IL GIs-rRAR OF VITA.STATT511CS � O� MARRIAOE OFFICI: - TcicPltctnc RECORDS "AGEMENT OFFICER . A FREEDOM OF INFORWnoN OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTH,OLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development: Permit application" (FDP(93) ) , and "'Certificate of Compliance fr r Develc-pment in Special Flood Hazard Area (C/C(93)) . D ' 6iJ�i. G�rT TOK4 OF SOU-PiOLD Judith T . Terry Southold Town Clerk August 25 , 1993 ,t APPLICATION t/_ f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and s16) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrcin- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if iia, work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,State and federal regulatory. requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make raasonablc inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMI✓N'I'S TO _ THIS APPLICATION ARE,TO THE BT F MY OWLEDGE,TRUE AND ACCURATE. rV _ 17 - (APPLICANT'S SIGNATURE) DATE � '�r /SECTION 2: PROPOSED DEYELOPIr/1ENT (To be completed by APPLICAB'D NAME ADDRESS TELEPHO APPLICANT � BUILDER - ,/" r r p ,� �p 404 -) �j- ENGINEER w vt� (,� PROJECT LOCATION: To avoid delay is proocssing the applicauoa, please provide caou¢b information to easily idcatify the project locadon_ Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest intusecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. i � a dG Iv �y nV, c < FDP(93) 6 r APPLICATION PAGE 2 Of d DESCRIPTION OF WORK (Check all applicable boxes)- a. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYTE ❑ New Structure XResidendal (1-4 Family) Addition O Residential (More than 4 Family) O Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commeraal) O Demdlition ' P ❑ Manufactured (Mobile) Home (In Manu- • Replacement factured Ho,,��m^^e Park? ❑ Yes) ESTIMATED COST OF PROJECT S 2 fd ® — B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining O Drilling O Grading Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roafft, Street or Bridge Construction /� O Suf,kdivisiou (New or Expansioo) � / [ dual Water or Sower S tcm J �7 Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfIMSTRATOR) The proposcd development is located on FIRM Pancl No. . Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood clevalion at the site is: Ft. NGVD (MSL) O Uoavailablc ❑ The proposed dcvclopmcnl is located to a floodway FBFM Panel No Dated ❑ Scc Srr_uon 4 for additional instructions SIGNED DATE 1 APPLICATION 4 PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED To he com Ieted by L CALADMiNIST•RATOR The appGcanl must submit the documents checked below before the app5cadon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjaeeot roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the First floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). NGVD (MSL).. For ❑ Floodproofing protection level (non-residential only) ( floodproofed structures,/nppOcant must attach certification from registered engineer or architect. / ❑ Certification from a"registered engineer that the proposed activit�in a regulatory floodway will no( result in any increase in the height of the 100-year flood. A copy of aU data and calculations supporting this finding must also be submitted. ❑ Other. �ECTIOR 5: PERMIT DETERMINATION fTQ be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon paymco( of designated (cc. If BOX B is checked, the Local Admuustrawr will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals • APPLICATION P+ PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hearing da(e: Appeals -- ' FF'Oved? El Yes 9 Ne - Conditioos SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the.lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)_ NOTA Any work performed prior to submittal/of the above information is at the risk,6f the App/bicant_ i f r SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspecxion of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DBFICIENCfES? O YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO FSECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADh4iNISTRA1R Certificate of Compliance issued: DATE BY: Attachment B / BA.MP,i,E / CERTIF/ CATE 7F COMPLIANCE / for Development lin a Special Flood Hazard Area Y ►!♦► I I ' I I l 1 i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RET-TN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING D EXISTING BUILDING O VACANT LAND '-s THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) Y-J/ r J 1� uc lol- Vpw ! �` 10 it It A .W , t caM �r } � f r —/ � Aa �i loon- W-FT- rj L � ll// 1. ii ... `�� .. .,-._... :a�t �,1.�]V� ,�' ,• � .:. s m ; r ;r • z - . r F .. DECLARATION OF COVENANTS THIS DECLARATION made this £ily day of C Wu 2 r , by r'esiding at �� 1;{11 9hereinafter �a �� !€ I�1G referred to as "DECLARANT(S) ": W I T N E S S E T H WHEREAS, DECLARANTS) is/are the owners) of certain real property located -on L45-7'--"3 W L�1< .:_--_ MA-1-n Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section � 0�7 Block C)L(' Lot 005 which is more particularly bounded and described -as set forth in Schedule "A" annexed -'hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the ro Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT (S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain e regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a C �1�� 1M ' "non-turf buffer" adjacent to and landward of _ TOP OF SLOPE, CREST OF BANK; NOW, THEREFORE, the DECLARANTS) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of- the aforementioned permitted activities there shall be established and subsequently,maintained s L J ; a d7 ; t �� � fit,► " (, 10"non-turf buffer" as defined by Chapter 275 of the Town Code; and 2) These covenants shall run with the land and shall be binding on the DECLARANT(S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner(s) has/have duly executed this instrument this day of 1 - t 'qco ;i 20 v- e OPWffTIER'S S IGNA3'URE OWNER'S SIGNATURE STATE OF �,�� 2 Fidelity National Tifle Insurance Company TITLE NO.06-740,465787-SUFF SCf'IEDULE A-I (Description) AMENDED 8/4/06 ALL that certain plot, piece or parcel of land,situate, lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the easterly side of a thirty(30) foot right of way distant the following courses and distances measured along the easterly side of side thirty foot right of way from the intersection of said easterly side of said thirty foot right of way with the northerly side of Wickham Avenue: 1. North 30 degrees 17 minutes 20 seconds West 25453 feet; 2. North 35 degrees 00 minutes West 125.00 feet; 3. North 23 degrees 59 minutes 50 seconds West 186.00 feet; 4. North 25 degrees 25 minutes 00 seconds East 75.58 feet from said point of beginning RUNNING THENCE along the northerly side of the same thirty foot right of way North 84 degrees 35 minutes 00 seconds West 153.0 feet to the high water mark of Long Creek; THENCE along Long Creek the tie line being North 28 degrees 38 minutes 00 seconds East 108.81 feet to Map of Wolf Pit Pond Estates; _ THENCE along said land South 84 degrees 35 minutes 00 seconds East 146.50 feet to land now or formelry of Dean Tuthill; THENCE along said land South 25 degrees 25 minutes 00 seconds West 106.42 feet to the point or place of BEGINNING. TOGETHER with'an easement for ingress and egress for the installation of utility poles and equipment from the southwest corner of the above described premises to Wickham Avenue over the said thirty foot right of way. Q THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right,title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. SCHEDULEA-1(Description, Rev.(03/04) Al a BOARD OF JD TOWNTRU -SOUTHOL ST _-SOUTHOLID;NEWYORK PTEMBER-23,2009 1 PERMIT-NO.-_7190 IDATE...SE -M. ISSUED TO:_-DLANA:DELtJC1A- W -PROPERTY AD4573 WICKHAM DRESS: AVENUE ,-MATT_ T R -SCTAU 1074-5- - 11P ORIMT10N. Aum Code the-T6vvn e To Cod f 6 Of ursuant to e provisio .275 and/or Chapter I ofth vin P the ns of Chapter S6uth6ld and in-accordance xvith the Resolution of the Board of Trustees adoptedat themectiiig held on 250-00 paid 6j-Diana ; . September 23.--2009,and in consideration of applidation--fee-in thes�of I- In - --subject td the teimisind,-Conditions as stated intlid-Res6lution.theSoutholdTownBojard 76f Tinistees, authorizes_and permits th&,following::2 • W- et12ndPermftto7eonstructA38'A`and-42"i-10.1":attached wood-deck to,the -existiig­-dweflihg;repl9ce-thia-steps---and comwert-the:windows-to-slider doors-OR the - 'seaward side of-the-dweHing,with-the conditions of-th6 installafioinr6f 9iitt0s,faders rw and dryweqgto_contaroof runoffand in acc6rdance-witlh-Chapter 234'00e 'Town 1. -Code-Storm Water Runoff,a French drain is-Iiiialkd aT64Ad'th&pi*izh0ter_Qf-the deep,-the,buff dwelling U-46 be-plAiited-and--knamramed- irarea 251 seaward-from_the� with j� At 4'wi&access path to the water, �is'deipicte d on.the'slte-o pepared by► Diana:-DeLucia-&Albert Leutwlet,received on-,October 27,2009;_and stamooed 'y r -approved onOct6ber21-2009, N wnwEss-WWREOF,the said Board:6f Trustees hereby causes its Corporate Seal to be-affixed, 'bed by a majority the said Board as 6fthis date.and these presents to be subscA da q 0 A N C40 Northeast Neighbor: Owner and Preparers: SCTM 107-4-211 Allan Dickerson Diana DeLucia and Albert Leutwyler 460 Paddock Way,Mattituck,NY 11952 (TO H WL 4573 Wickham Avenue / � ,d®3�d®®OB E 146. ' FND Mattituck,NY 11952 �'��' '� 1"7 v MON SCfM1000-107-04.005 26.1 ' �y v !�r'' M a Connection from gutters , and location of Dry Well Wetland Boundaries delineated by (b� �' p , Jeffrey L Seeman ` +`eer 9 Coastal Environmental Corporation East Quogue /'� s �CO ,r.., 3e"bet January 2008 �` 4rwdr'�,� p9 �,✓� ®(�. x 1.kr;aic.h APPROVED BY BOARD OF TRUSTEES ' `' TOWN OF SOUTHOLD 048 DATE DC7 X 6 0 9 apet ' Southeast Neighbor: (O SCTM 107-4-6 Ivan Tchebotarev A r 4583 Wickham Avenue Mattltuck,NY 11952 CV o'"0JJll ,'r'l "' 0 H m C Description of Project: /N�,/ WIRES FND _ Remove existing entry steps Into house 14,4r}r1vty i MON on two sides.Construct a wood deck IIIIII with 36"rails all around plus two sets of steps ��' N' 84635'00" / 11 1 CCT.2 7 7^�3 for access.Attach deck to existing house on 8 ®'3 5 ®® gp •® three sides 42"above ground level. L•_..... Add french drains,gutters and dry well to To HWL) �r mitigate water runoff , Scale:l' 161 , Total lot size Is 12,900 sq ft.,not Including ' Plantings or: 1,500 sq ft of wet land. + prunes maratlme Impervious coverage of house prior to " bacchans halimfolla decking Is 852 sq ft,or 6.6%. �� Ilex glabra Southwest Neighbor h Impervious coverage after decking f ! myrla pensylvanlca SCTM:107.4-12 •7 Is 1,518 sq ft,or 11.7746. k ammophylla brevlligulata Shirley Tuthill Juncus effusus 448 Heron Pont, 1 No clearing or fill needed. sea lavender and Chestertown,MD 21620 No plants or trees will be disturbed. festuca ovina glauca t HP LaserJet P2015 Series PCL 6 'REC0RDfNG0011❑ RECEIPT Suffolk County Clerk JUDITH A. PASCALE County Clerk Receipt Number 12-0123229 Payor Name ALBERT LEUTWYLER ----------------------------------- DESCRIPTION TRANS AMOUNT ----------------------------------- Type of instrument: DECLARATION Page/Filing $30 .00 Handling $20.00 COE $5.00 NYS SRCHG $15.00 TP1-584 $0.00 Notation $0.00 .Cert.Copies $0.00 RPT $60 .00 Fees Paid $130.00 LIBER D00012709 PAGE 617 DATE: 10/25/2012 TIME: 03:54:58 PM ----------7------------------------ RECEIPT TOTAL $130 .00 CHECK AMT PAID $130 . 00 TOTAL AMOUNT PAID $130.00 CHECK REFUND $0.00 ----------------------------------- COMMENTS IL)A I tU: f'1UUU3 1 -t, Gv10 L z a H O H EL.5.0' ~ 0.5' BROWN SANDY LOAM OL Q BROWN SILTY SAND SM 2.5' BROWN FINE TO COURSE SAND SM WITH 10%GRAVEL 4.4' WATER IN BROWN FINE TO COURSE SW SAND WITH 10%GRAVEL __-- 7.0' V1 - WATER IN PALE BROWN FINE TO SW rT� COURSE SAND U M H _-_-- 17.0' WATER ENCOUNTERED 4.4'BELOW W SURFACE(ELEVATION 0.8') TEST HOLE McDONALD GEOSCIENCE DATED 12/6/16 o N � Cf) m a; o LO m o � o ;TORM WATER MANAGEMENT DETAILS O y U) .2 \ N.T.S. um FT. LB CU.FT Ln Q a DRYWELLS N 61 + v 0 W CU. 7. -- -- QQEE QUTTFR -STANDARD 5" R, NOTES: 338 CU.FT. 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 253.2 CU.FT. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR W / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I: Q. METALS PROTECTIVECONE LEDTAL SURFACES BACKING AND SURFACES IN CONTACT WITH DISSIMILAR 19.7 CU.FT. U L 3.INSTALLATION: Q 272.9 CU.FT. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. p� 84.4 CU.FT. B),ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT F 3).CONNNECTDOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. IN DRY WELLS TO BE 10' MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 8"dia.ADS PIPE , O C (n O I a ° ° C 13RAINAGE INSPECTIONS ARE REQUIRED X HEIGHT Contact TOS Engineering at 765-1560 before 1 FT.) Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code, 2x44' EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, DRAWN: MH/MS Wire Backed Silt Fencing,stabilization & SCALE: 1/4"=1'-0" Seeding of exposed and/or inactive soils. JOB#: May 17,2017 APPROVAL OF STORMWATER MANAGEMENT SHEET NUMBER: COIU`fROL N - o n Code r 236 Date: tro f ? � �� Approved by: ws TOTAL TIDAL WETLAND AREA HAS BEEN INCREASED BETWEEN 2008 AND 2017 DUE TO PLANTING OF BACCHARIS HALIMFOLIA AS REQUIRED BY TRUSTEES AS OF OCTOBER 28, 2009 LANDWARD EDGE OF TITAL WETLANDS BOUNDRY AS DETERMINED BY SUFFOLK ENVIROMENTAL CONSULTING,INC.ON AUGUST 4, 2016 4 WLF DAL WETLAND BOUNDARY 4 i 6 (JANUARY,2008) 8 EL 2.5 0001011 147.871 EL 9.2 EX.DRYWEIL'•.;� (JAN.2008) a 6 : uM�r �o. HA TOTAL TIDAL WETLAND AREA Q / a + y;�' ;. • sOFCLFq 0� LIM M HAS INCREASED BETWEEN ��Ft k!�vG �� NO 2008 AND 2017 DUE TO PLANTING ` ` a I IN[ OF BACCHARIS HALLMFOLIA AS • a REQUIRED BY TRUSTEES AS OF �y • / ;t; .•.Sor OCTOBER 28,2009 0& V' ; OUTDOOR O N G c SHOWER REEK ° �, �;;z;:; 2s,,, A ION / v / .S 4/ '� Qa, pRo�sTiN�HOLSE N vs .V,; TT•Q, b EX.DRYWELL �I% IVAN' + - • �.;�,, 6) „ • NEW B'dia.,2'deep JAN.200 i _ 2�•6' , + T o I DRYWELL V WLF, EL:5 do"EO 4 . a WLF O el aaFy a' .%, CONCRET 0=202 ll O EX.SEPTIC 02� fi° M SOIL rn `Oy�t m (APRIL.2013) ' J°4 :+, LO1 `1 M DAL WETLAND BOUNDARY ` ' LOCATION 6PORT-A-IAVTO�N o lQ ,1 ON SITE FOR DU TI N • ' O A C r b / AS DELINEATED BY:COASTAL %% OFCONSTRUCTI N % % AE C ENVIROMENTAL CORPORATION,',.' � \ CO UCT N ENTRANCE JANUARY,2008 EL 2.6 161.611 LIMITS OF CLEARING 18 0 1 it EL 13.7 30' RIGHT OF WAY 8 D 6 '-4 ` - N / O / F o MILOSH REALTY CORP T G O T \ T � UTILITY POLE C LIL 38E - NO A� c WICKHAM AVE Owner: Albert Leutwyler 4573 Wickham Avenue j Mattituck, NY 11952 S84*35 00 E 147* 87 Architect: -k I ? Mark Schwartz&Associates P.O. Box 933 9 / 28495 Main Rd. 4T Cutchogue NY 11935 WIN �j� SCTM 1000-107-04-005 f 30'10" " Green wetland boundaries delineated by Jeffrey L. Seaman �� p Coastal Environmental Corporation 36 32 9 East Quogue '' January 2008 5'X8' 0 Outdoor Survey and ElevationsF' '/Shower Y delineated b ` Peconic Surveyors, P.C. P.O. Box 909 20' 1230 Traveler Street Southold, NY 11971 August 4,2016AAV 4. l 10 Black Edge of Wetlands ' 42' determined b # Y Suffolk Environmental Consulting KF August 4, 2016 1 O'X 12" . Entry, mudr om Description of Project: .L y' p ' ' and mecha icals Elevate house by 1'6"to conform � � �' � � �� Installed to FEMA. Build foundation, ' �.✓ 0 Monolithic- Tai-k add second story to existingSN aod thr ,, ,_r �_� house and add 157 sq ft °J to east side yard of building 48' Apr l Ap rim z, z0 C6 Total lot size to tie line �`j = 15,475 sq ft. ELZInstalled drywells Total wet land area to tie line EL 13.;e =4082 sq.ft. * $ "W January 2008 3Total upland area N84 > ` "+ ' =11,393 sq.ft. `*' 61 ,661 Impervious coverage of Installed house and deck 167%11 +� WA # French Drain = 1785 sq.ft.or 15.7% i 7',6 4, January 2008 Tidal Wetland Cb . Boundary 4% January 2008 o_ "' ^� SURVEY OF PROPERTY ° triv svgs° W AL LOT 12 INS `Y"1018' WOLF P1T PONOSESTATES TOWN OF SOUTHOLD SUFFOLK COUNTY FILE#8963 +" 58435'0o'E SUFFOLK COUNTY, N.Y. k 147,87' 1000-107-04-05 SCALE.• 1'=50' OCT. 17, 1996 y� j FEB. 5 1997(FIN FLR. ELEVATON) \ %%% h s/ W ,O AUGUST 4, 2016 p`1 jko"�, NOV 07, 2016 (REVISIONS) \ S4otb 1 7.o' p 7. N8435'00"W b cwF Fzlar O`O~ Oy 4 �} —�30'RIGHT OF WAY r/ 67.61 476' v '� 0y.Op N/O/F m cur M/LOSH REALTY CORP o- z m N o ��` RECEWED FINAL MAP REVIEWED BY ZBA �` - DEC tots .SEE'DECISION# `7099- `� ZONING BOARD DF APPEALS DATED 8,, olF 000 o o• Pjp�PP Pt�G — — GO P 1 01 � y sio WETLANDS �TJV t NO. AREA = 4,082 Sq. Ft (to Tie Line) UPLAND AREA = 11,393 Sq. Ft. (to EDGE OF WETLANDS) TOTAL AREA = 15,475 Sq. Ft. y 9No �ru� (to Tie Line) y 0. 0 9 GE OG�P GP�SE � oL c�,1� {�QF NEWS 5�� P FLOOD ZONE FROM FlRM J36103CO143H 09/25/2009 •��j v ELEV47IONS AND CONTOURLINES ARE REFERENCED TO NAVD 88 PECO r7SCRVEYORS, P.C. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION 631) 765-5020 FAX (631) 765-1797 OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2.ALL CERnFICA77ONS P.O. BOX 909 HEREON ARE VALID FOR 7H1S MAP AND COPIES THEREOF ONLY IF 96-278 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR $OUTHOLD, N Y. 11971 WHOSE SIGNATURE APPEARS HEREON 'LANDWARD S DERpM/NED BY SU OL �RONM TRS SURVEY OF PROPERTY CONSULTING, INC. ON JULY 19, 2018• LOT 12 A T MA TTIT UCK SUED/VIS/ON SUFFOLK COU ND ESTATES TOWN OF SO UTHOLD NTY F/LE# 8963 ,584�3�5%Op-E 1477' SUFFOLK COUNTY, N. Y. .8 o EL2.5• 5 4 1000-107-04-05 �' .'`• / �,,Ps Sp EL92' SCALE. qCF N WELL — �0i� o o x`� oF��s sR N r �ry OCT. 17, 1996 �v / / FEB. 5 1997 (FIN FLR. ELEVA T/ON) J ,A) ¢o, s13, ,�O AUGUST 4, 2016 •IVCCO / e9 o NOV. 07, 2016 (RENIS/ONS) ryKF W "' �9 DEC. 06, 2016 (RENIS/ONS) + �,.�1' EL7.0' SL4B �,` SEPT. 07, 2017 (FND7N. LOCA770N) �i U 2 STY FRMD. HSE. UTILITY hry , J �O EL 2�8' 1st SUB.C ON CFLRC'E�ND 1.TN. POLE ' r o CMF N84135'00 W EL 137' \OA �_02 �v ' 30' RIGHT OF WA Y 161. - 0 NI OIF MILOSHREALTY `A -A 00 3eE CORP �� z �`$ -)3 m 2 - W LT\ e O ii o7-Mzo"i T 0- / - Z F L , NI QttAL N -13 �z �-` \ rn OP��P P •�R PM o �or P , / / � mss• oo, ti o a J' s �y oo 10 L \,\ OOPSIPNERKE��'� � �\v� GNR� SP�P WETLANDS osw AREA = 4,082 Sq. Ft. \� o (to Tie Line) UPLAND AREA = 11,393 Sq. Ft. / '1Z (to EDGE OF WETLANDS) TOTAL O AREA = 15,475 Sq. Ft. 9 poi to Tie Line y `-o ` %3.0#5BN [E0v� �I eP S� a D RG\P GPS SEP v 7 2017 �s OF NSpy), BLTILDMO DEPT. ` ���° �•� �2�'Q TOWN OFSOUTHOLD Ct FLOOD ZONE FROM-FIRM 06103C0143H 09/25/2009 \J ELEVA77ONS AND CON TOURLINES ARE REFERENCED TO NAVD 88 l . 49618 ORS, P.C. ANY AL7FRA710N OR ADD177ON TO 7HIS SURVEY IS A WOLA77ON �v 631) WA (631) 765-1797 OF SEC77ON 7209OF 7HE NEW YORK STA7F EDUCA77ON LAW. P.O. BOX 909 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR 7HIS MAP AND COPIES ]HEREOF ONLY /F 96-278 1230 TRAVELER STREET SAID MAP OR COPIES BEAR 77-1E IMPRESSED SEAL OF 77-1E SURVEYOR SOUTHOLD, N.Y. 11971 WHOSE S/GNARIRE APPEARS HEREON. LANDWARD EDGE o, nDAL SURVEY OF PROP AS DERAANNED BY SU4"AND. BWNDARY LOT 12 D JL""G. INC QV-V�R ,216 A T MA TTIT UCK WOLF p/TUpo voSEsrA TES TOWN OF SO UTHG COUNTY FILED 8963 - '35'00"E SUFFOLK COU yc '1 � � 147.878 SUFFOLK COUNTY, ELzs 4 1000-107-04-05 '�' ��, ,�►,�� ��'' a-9.2' — - _ _ ! SCALE. 1'=50' OHO o Aff 3�' OCT. 17, 1996 I&I, J�/ .� `� �/ Q�- FEB. 5 1997 (FIN FLR. ELEVATI1 4,/ w AUGUST 4, 2016 -1- s ELZD' •O ,� / EL.Z 4' At AQ Et�3 r O O 3 x'30' RIGHT OF WA Y 61.61 X11 ^ham N1- M1 �ryh QQv� N10/F CMF � DS-04- P �J \ 01a a Q,-ino MILOSH REALTY CORP M Z G� W _-A 1 v o r-A �� 1 a • n 0 0- �`'# N IO IP PN w0_00 ) cp (:5) MEL 0 0_ PP / os /�- / I oo, Jti� / ih J , y 0��. o a" (OP '(`j`O�P �1SP�P FLOOD ZONE FROM FIRM #J6103CO143H J� 09/25/2009 ELEVA77ONS AND CONTOURLINES ARE REFERENCED TO NAVD 88 / AREA = 15,4 75 Sq. Ft. s (to Tie Line) moo. s OHO\P GO pRP N�o CO i1 r AV N. 49618 ONIC SURVEYORS, P.C. ANY AL7ERA77ON OR )1710N TO THIS SURVEY IS A WOLA77ON 631) 765-5020 FAX (631) 765-1797 OF SECTION 7209OF NEW YORK STATE EDUCA77ON LAW. —v/,COT AC DED CC/177AAl 72A90—ClMnl1 0l^A/ 7 All /1C0T7n/'A77nAlC R - - it IIIIIII III IIIIIII I-Lill 10 O I PROPOSED EAST ELEVATION SCALE: 1/8"= 1' EXISTING EAST ELEVATION SCALE: 1/8"= 1' LEUTWYLER HOUSE 11 /08/2016 I t � m Ela -------------- roAi� mom PROPOSED NORTH ELEVATION SCALE: 1/8"=1' O 13 Woo V11F11 Iff EXISTING NORTH ELEVATION SCALE: 1/8"= 1' LEUTWYLER HOUSE 11/08/2016 1 � t O I _ (V m —• — N O n I WnInrnTr ML.- - - .1 m LIUL 1111111JL I 71F] co []IFJII D d —•� •— PROPOSED WEST ELEVATION SCALE: 1/8"=1' `s 0 1 a a F11F.11 � ............. . ............ MFL111 EXISTING WEST ELEVATION SCALE: 1/8"= 1' LEUTWYLER HOUSE 11/08/2016 M a ■ m1 11.17111 T- QUNGE IX.TW-p SERVICE TO zooemp PROPOSED SOUTH ELEVATION SCALE: 1/8"= 1' ARN ❑�� FE11 DE10 EXISTING SOUTH ELEVATION SCALE: 1/8"=1' LEUTWYLER HOUSE 11/08/2016 � 3 u 13 EXISTING DECK FWG606BL _________• REPLACE EX D000. S. EX.DINING ROOM 11 "•• Total Rim 9'275M u Total R--la 6000' plrztH Ijth 07375 Treed DepBe a 9 N.Mer dRI—IS EX,LIVING ROOM 0000 OOO EXISTING DECK EX.KITCHEN --------------- OFFICE IMM DAMEX DOOR OPANTRY TOREMAIN \/\ MUDROOM 1 PROPANE NEAT RAISE BURDINGIB•MOREo EX,LOWER DECK 3'-0 300—p SERVICE 11'-2" SUPPLY/RETURN DUCTS TO 2ND FL I O R � SH ER ON DEMAND GAS ro--oi NOMATER BENQI ® A61 W PROPOSED 1ST. FLOOR PLAN t-+-N PROJECT NORTH SCALE: 1/8"= 1' LEUTWYLER HOUSE 11 /08/2016 r — say ovExwwc — — — — — — — — — — — — — — — — I I BALCONY 1 I I CX%g6w I I I I � 1 I I 1 I I MASTER BEDROOM ® I LIBRARY I ElI --------- I � I I I 1 ® BEDROOM No.2 BATH I I o I 1 � I 1 I 1 1 O I I I I . I I I ® 00 ® �� H 1 Am " ------------ E L •---------- — - - — — — — — — — — — — — �,- - I E 1 5 I WALK--IN PROPOSED 2ND. FLOOR PLAN I CLOSET SCALE: 1/8"= 1' 1 I I S-f►N PROJECT NORTH 1 AW451 1 L - - - - - - - - - - - - - J LEUTWYLER HOUSE 11/08/2016 REVISIONS: r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_- - - ----EXISTINGGIRDER------ - --------- EXISTING GIRDER EXISTING GIRDER ---------------- ----- -- - ------------------- REPLACE POSTS.ADJUST C FOR NEW HEIGHT"P) I v EXISTING DECK - - - - - - - - - - - - A COM 2UCTED STOV O 30'-0" LL GO PAS F,NO OUGH. LL WILL NOT WOR O INTERFERENCE WATERPROOF DECK II I O WITH ST C .NOT GED UNTIL I' ABOVE;EPDM,FLASHED i� U. FWG6(�68L �� ( 15'-0" 15'-0" REPLACE EX.POOR FLOOD VENTING AREA: EXISTING GIRDER EXISTING GIRDER ---EXISTING GIRDER REPLACE HDR.(2)9-1/2 ML RE LACE HDR.(2, L REPLA E HDR.(2)9-1/2 ML MIN.:8"X48"SIZE EXISTING GIRDER --------------------------------------------------------- PIPE .a " Q I '- �.' n• �e 1, e . v• ve C e e. >- p e A. ve C e -�---_ -- --- -------A� � A- a r _ __ &• I RE LACE POSTS r Ic0 w 1 -------------------------------------------------- FO NEW HEIGHT z C11 ------------------------------- .s REMOVE EX.CHIMNEY GC TO VERIFY VENT OPT101`IS --WNER AT BID AND ; Cn'P) ----_- _ 1w _ '" H ' I I PRIOR TWITH O CONS RUCTION. : O C) VIF- -----------! -- I -� . O ' ; ; FLOOD VENTING TO BE H � 6'-8"CLEARANCE . �1 /4X14 ML ° I O W STAIR TREAD PER Stair `___i e i COMPLIANT TO NYS BLDG.CODE ° "I 4.4 --------------- Total Rise:9'2.750" ° g ' ' E-+ NYS RES.CODE ' LL Total Run:10'6.000" 1< w I o Z C/J -- ---------- _ Riser Height:0'7.375" ' m ¢ > ; O) p� ° j '-" N Tread Depth:0'9.000" I o --------------- IJ EX. DINING ROOM o o Number of Risers:15 I °; ni O D _j , O �( '-�-------��-'- x -' 7 x ' • " EXISTING GIRDER R EPLACESTAIRS " ¢ ' ' __ ____ _______��'==j F-•i AS REQUIRED m I i o 7'-2" 7 -2„ 7P-2" 70-29f D �' Q -------- ------- ---------- ---------- x a I c I1 1•------- 1 1•--------+1 1•--------+1 °o Lr I 'M110°1 -- - i • (3)1-3/4X 6 ML GIRDER (3; 1-3/4X16 ML GIRDEIk (3}1-3/4X16 ML GIRDED (Id) 1-3/4X16 ML GIRDE 00 ' �j ____ ___ ____________I___ ___I____________C___ __C____________ EXISTING V I " O O " ; ; IrALLY COLUMN ' -- ' -- ° GC TO BID WOOD TRUSS ALTERNATITIVE d ' 1 1 1 TO FLOOR JOISTS'FOR 2ND.FLOOR = LIVING ROOM I M (STRUCTURE TO IBE DESIGNED FOR ( EXISTING DECK i o i ' ' ' 36"X36"X12" i i CONC.FTG. SUPPORTING OFFSET BEARING WALLS) g " AND TO BE REVIEWED AND APPROVED BY LL BEARING WALL ABOVE , OI ; v ; O ARCHITECT PRIOR TO ORDERING ----------------------------I " ' " --_-------BEARING WALL---------- i 3/4X14 ML t O DO ' 5 21/2 5 -2�/2 = EX. KITCHEN (BLOCK BETWEEN STUDS) � N ' 4 ' .--------+ .--------, � V I 0) ° EXISTING GIRDER ' (3) 1-3/4_X1 ML (3)(3)1-_3/4X16 ML GIRDER 1 ' O__ ____ _______0=_ Q _ _ -- O ACE POSTS. JUST [ALLY COLUMN i � i ° FO LNEW HEIGHT W O ' I 7y, I BEARING WALL ABOVE ______ __ ____ N I I ` ¢= „ -- , , I I , - --- ---- ------------------`----------� - REMOVE EX. BEARING WALL BLOCK BETWEEN STUDS I , DOORWAY r T - -12 - O ' c ' CONC. FTG. I I LALLY COLUMN , 36"X36"X12" , , O R CE H (2)�8 DEER 00 , I i i i i i CONC.FTG.i i 00 00 2) 41 - +-______ ---- -------- '--- - ----, FF ------- -------- /� ----- x ----- __ ----- b I I 1 t�===-r - }y o c :� (3)1 3/4X16 ML GIRDER (3) 1�3/4X16 ML GIRIDER (3) 1-3/4X16 ML GIR ER " ►Ur OFFICE N ' 1 1 1 1 - I U 6 -1 •--------• 6'-1" ---- 24 •------- „ REMOVE.EX.DOOR EXIST. 1 o o N Lr CLOSE OFF OPNG. PANTRY BATH O MUDROOM 00 EX.DOOR i t\D - EXISTI G GIRDER h ZL _^ TO REMAIN v ,, y I I I I ° Z I VERIFY HDR. RIF`6 HD i v I MIN.(2)2X8 0 $ -I NEW STAIRS i P LL -- ---- -- - ------ c, `------------------ -----------------------------------" (3)1 3/4X16 ML GIRDER s O I 1 1 1 1 1 ' I r v 4 va .v v 4 pa •v r v 4 pa .v __________---------------- -- EXIST] GGIRDER m M V �, --------------- -- -- --T] ---------- --------------------------- -- - p 0 RD WALLS ii 1 1 i i 1 ' ------------------------------t- +-O ---- ---------- ii o EX. LOWER DECK 1 1 I ' 00''1 11 ' (2)2X ACQ GIRDER ' 1 I x'„ 1' v ,11 " /2> OC 777' 3'-0" 200 am zo O , „ SERVICE p `, � o��`�, 1� P v �� 11 -2 8 I o x `, •� `� •� •� - I I .� .� 9�.`�,.\.` p (2)2X A_CQ GIRDER _ p r^a v 00 o P % - _______`:�= rn C� ° ` M coM +' �. SUPPLY/RETURN � O P-I O D OR O v OUTDOOR SHO ER x 0 V DUCTS TO 2ND FL. �(2)2X8 ACQ x o ` + , L0 I , . o ABOVE.DRAINAGE TO (� (Z @ PROPANE HEAT . ` ` ` ` S ER , .` ___ _--- o }}I • • al Ln ., . ° O BEC DRYWELL TO ,� �+ v x `� ON DEMAND AREA:957.5 SQ.FT. ,` 3 -p 00 O Fy 00 RAISE BUILDING 18"MORE . ` ` O O HOT WATER BENCH --- jp FLOW-THRU FLOOD VENTS:1/200 SF -- ----- v (FIN.FLOOR:11'-0") �,� (2)9 1/2 ML PROVIDE(5)FLOOD VENTS 6'-p" a �• 1 � O p Cf) V) +, A61 , n C. 4 pa .v . . D 4 pa .v .� _ 2 2X A GIRDER\ U cu 5% '- 70-21/49$ 00 101/2" 5'-101/2" " N or. w 18P-39) 11, 9„ 8'-0 4 181-3" 11 P-g" 01 4X4 POST ANCHORED TO 10"dia.CONC.PIER 3'BELOW GRADE(lYP) 30'-0" 30'-0" � cn GE PROJECT NORTH PROPOSED IST. FLOOR PLAN G1+" PROJECT NORTH PROPOSED FOUNDATION PLAN `0 �SCALE. 1/4 = 1 SCALE: 1/4' = 1' 1).REMOVE EX.ROOF.DEMOLISH INTERIOR FINISHES AS REQUIRED FOR 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS o� NEW 2ND.FLOOR. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, N FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 1). REMOVE EXISTING FOUNDATION SYSTEM.REVIEW AND REPAIR/REPLACE 5).FOUNDATION SLAB TO BE MN. 2"THICK. 2j.HOUSE TO BE RAISED TO NEW FINISHED FLOOR OF 11.0'. PER CODE. EXISTING FIREPLACE PLACE AS REQUIRED.BUILD UP CHIMNEY HEIGHT FOR �1 3).USE 3/4"T&G ADVANTECH ENGINEERED SUBFI.00RING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE NEW 2ND. FLOOR. 6).PROVIDE 2X6 ACQ SILL PLATEOVER NEW FOUNDATION.SILL PLATE 2 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING TO BE INSTALLED OVER COP-t-TEX TERMITE SHIELD AND FOAM OR rCi MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2). EXISTING DECK PIERS TO REMAIN.REPLACE AS REQUIRED.DECK POSTS TO FIBERGLASS SILL GASKET. - O� V BE REPLACED FOR NE HEIGHT.ANCHOR AND STRAP AS REQUIRED. ,t�1J U 4).MATCH EXISTING WALL HEIGHT WITH NEW WALLS(8'-0"+/-). 10).ENERGY COMPLIANCE PER PRESCRIPTIVE CODE DESIGN,R402,2015 IECC. 7).PROVIDE 5/8"DIA.ANCHOR IOLTS AT T-0"O.C.AND W/I P-0"OF CORNERS, x ALL INSULATION MUST MEET OR EXCEED MINIMUM REQUIREMENTS! 3).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF WALL TO BE INTERSECTIONS AND SPLICEDJOINTS.ANCHOR BOLTS TO HAVE A Wy 5).EXTERIOR WALLS TO BE FRAMED WITH 2X4 TO MATCH EXISTING. FLOOR:R30,WALLS:R20,CEILING(ROOF):R49.GLAZED OPENING TO BE VERIFIED IN FIELD WITH GC FOR FINISHED FLOOR TO BE SET AT EL.11'-0". MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO MINIMUM U-FACTOR:0.35 AND MINIMUM SHCR:0.40 EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. BE ATTACHED TO SILL PLATESWITH 3X3 SQUARE WASHER AND NUT, ek, 6). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 11).ALL NEW/DAMAGED WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" RESIDENTIAL CODE WITH A BITUMINOUS COATING. 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS (1/2"WHERE APPLICABLE)SHEETROCK. 4).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN.SISTER JOISTS AS REQUIRED OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON BETWEEN NEW GIRDER SPANS. ON EACH 51DE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). * MICROLAM HEADERS. 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. v IN SC,,y O ,a DRAWN: MH/MS D SCALE: 1/4"=1'-0„ D t, 1�,3a air s JOB#: { .-, Oa August 24,2017 AUG 2 5 2017 3� ® SHEET NUMBER: -� �. 3 .� DUUMING DEPT- TO 4VN OF SOUTHOLD A-3 REVISIONS: le 13'-6" 1- — — — — — — — —6 — — — 0"OVERHANG — — — — — — — — — — — — — — — — 1 --------------------------------------- I 30'-0" I BALCONY I o i 8 -6 14 -81/4 6 -93/4 I uj 31 „ 31 I in / p ; DECK BELOW ; -SHEAR WI4LL CXW16-4 12'-11-1/2"PLT.HT. �ff FWG6061IR co (SEE DETAIL) CW16 EGRESS CW16 / Lu nv— , (3) 1-3/4X9-1/2 ML HEADER STRAP EACH STUD TO f (3)1-3/09-1/2 ML HEADER N 1ST.FLOOR STUDS AT o I I SHEAR A N i D � STRAP EACH RAFTER WITH ' '�` o w I PJtOVID 01�NECTION x Z ' ' SIMPSON TSP STRAPS. N 2 w I I I /FOR FO��E STOVE, I U- 0 l I I I 12'-8h W I Lu \♦ i' Q °' I ;� MASTER BEDROOM I O gg :N X W LIBRARY N z ALTERNATIVE CORNER ANCHOR a O O 13/4 '© N I VERIFY PRIOR TO INSTALLATION ' I USE (2) CMST12 STEEL STRAP `4 �/- N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 9'-51/2" 3'-3" 00 I __TAT EACH CORNER <C o h LL I I I 12ga. 1-1/4"X48"min. w ° ---------------------------, y I -N ------------ I PER MFGR. INSTRUCTIONS x ---------- J Eli ------------------------- ; ; `�/\\ �. 3 _ I r a I II • N �N N N o 0 I 4'-0' 4'.011 I O O 2 2X HDR ARI (2)2 8 HDR N F-� WALL (.D _ �---STRAP WALL TO RRs ; N `o h--I l I I { rG I I ^ BEA G WALL (2)2X10 HDR BEARING WALL (2)2X10 H R " o I BEDROOM No. 2 2'4" 4 I I o 0 / 7 C30X60 TUB STRAP WALL TO RRs I I I o^I ' Lo BATH oc N HYDRONIC u w N 1 RADIANT HEAT 1 I 9 -2 13 5/2 5 10/2 00 � I 11 11 II S I N I I I 11 II 1 CY) [] I II it I I I I In-r/1 I I TO B' "UEEN o TOW:8'-0" 2 9-i/2 ML HD _ H STRAP WALL TO RRs(TYPICAL) i i i i i I AN61 AN61 _I E o Z _........- _._ .- _ ---------- -- 1- — — — — — — — — — — — — — — — ----- ---- Q J 00 L x I rte\ 1'-4"OH MP.) ; ; 9'-0"PLT.HT. � i *- E I I WALK-IN S ( v I 2� 0„ CLOSET CN HYRADIANT HEAT \ � I EAT 1).PROVIDE WRAP AROUND 20ga.STRAPPING AT SHEAR WALL. ----- 2). ----2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS p-) DUCT*ORK (MAX.10 OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, i F...J FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. NI� 00 ) _N I W PER CODE. ' �1 I I 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. ----- 1 O'-1 O" i I I (3)7-1/4 ML HE DER 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. STRAP WALL TO RRs(TYPICAL) I AN61 T-61/2"PLT.HT. 5).USE EPDM ROOFING PER OWNER. _..."_."�' _ w`"- w` `""..-.."' L J 6).GUTTERS,DOWNSPOUTS,DRYWELLSTO BE INSTALLED/REPLACED AS REQUIRED. 4'-111/2" 91-11/2" 4'-2" 5'-101/2 5'-101/2o" N v 18'-3" 11'-9" , T W 30'-0" x D S N PROJECT NORTH ROOF PLAN W m v � a E SCALE: 1/4" = 1' S N PROJECT NORTH PROPOSED 2ND. FLOOR PLAN 4 m u SCALE: 1/4" = 1' x " M cn 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 00 N W RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. MANUFACTURE'S INSTRUCTIONS. p 9).ENERGY COMPLIANCE PER PRESCRIPTIVE CODE DESIGN,R402,2015 IECC. 2).SEE PLAN FOR PLATE HEIGHT. ALL INSULATION MUST MEET OR EXCEED MINIMUM REQUIREMENTS! FLOOR:R30,WALLS:R20,CEILING(ROOF): R49.GLAZED OPENING TO BE 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. MINIMUM U-FACTOR:0.35 AND MINIMUM SHCR:0.40 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD.REVIEW 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. W DETAIL FOR SHEAR WALL SHEATHING,STUDS AND ANCHORS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT H SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS AREAS. u u OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. O MICROLAM HEADERS. (n 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS N FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENINGI HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ) V rig,-:s:�,•4x,.�,s: DRAWN: MH/MS SCALE: 1/4"=1'-0" ,^, =� ` ; ' JOB#: '? � �C230 * August 25,2017 C SHEET NUMBER: REVISIONS: s 6 R49 FOAM (2)5-1/2 ML INSULATION 6'-0"O.H. EACH SIDE OF RR — (EVERY RAFTER) EPDM ROOFING <RR @16,0C. 5/8"CDX SHEATHING (2)11-1/4 M SHEAR WALL R @16"OC (SEE DETAIL) 2X12 DF#2 R BEARING R20 WALL INSULATION 'N MAT H T F EX D OUTDOOR SHOWER BOW N 2X CAPPING -� o WALK-IN CLOSET MASTER BEDROOM I RAILING TO MATCH 4X4 POST (TYP) 1X4 TRIM EXISTING(VIF) — (TyP) ;n O HOUSE i 1;3/4X14"ML � 1X T&G VJ " SDG Q N 14"711560 WOOD-1 FJ @12"OC DBL 7-1/4 ML @12"OC DOOR I CANTILEVER DECK Z (� (SEE DETAIL) O z BEARING EPDM,FLASHED OVER 4X4 @ WALL 4P-6" 3/4"EXT.SHTG. ►""I 2' OC UTILITY I w 00 00 ROOM MUD ROOM EX.RAILING TO BE REPAIRED U OR REPLACED AS REQUIRED W 1 1 I R20 FOAM `� NEW STAIR: E--1 INSULATION Y-0"WIDE (� (2) 2X8 ACQ i 3%s'r Z 2X8 ACQ DJ DBL JOIST @16"OC FF EL 11.0— _ _ — 3/4"SUBFLOOR —_ _ Z —FEEL 1. XS Df#2 FJ @16"OC EXISTING FLOOR SYSTEM EXISTING DECK SYSTEM 3 UNDER POST ' — (3)1-3/4X16 (3)1-3/4X9-1/2 GC TO VERIFY EXISTING R30 ML GIRDER ML GIRDER CONDITIONS OF FLOOR .' [--' 11/4 1 va 11/4 11/4 11/24) t v2 :, 2X6 ACQ SILL PLATE . EX.GIRDER U 4X4 ACQ SILL SEAL INSULATION + JOISTS.SISTER NEW JOISTS ¢ w Inv. LAv. b a POST �• TERMITE SHIELD WHERE REQUIRED BETWEEN D RELPLACE EX.POST W.C. W.C. ,1 GIRDER SPANS. ,� B H SH ER GRADE EL 7.0' CRAWL SPACE I 4X4 ACQ(TYP) H--I O p 8 PC WALL e• 2"MIN.CONC.SLAB LAUMN LALLY GRADE E 6. ' �� U A-+ " °' CLOUMN CLOUMN 2 2 Q O Z DAMPPROOF a e y ► d °• d y ► P FLOOD d Q w C.O. 11/4 11/4 3 10"dta. v� v� D"vi .� �:•v� D"v.� �..►o��"v�� �,; �► 3 ; VENT . EXISTING PIER (� 3 CONC. PIER _ _ _ — �; 3'X3'Xt'CONC. 3'X3'Xi'CONC. 3'X3'XI'CONC. P, p REPLACE AS •,v I Q FTG. FTG. FTG. p REQUIRED p i� ° 16"X8"CONC.FTG. EL 3.0' (2)#5 REBAR — " - — EL 3.0' 1 1/4 11/4 11/21 11/4 LAV. W SINK I3" GC TO BID WOOD TRUSS ALTERNATITIVE DW. FA i SECTION A—A. TS TRUCTURE FLOOR JOISTS FOR 2ND.FLOOR r7� sH ERCROSS SECTION SUPPORTING OFFSET BEARING WATO BE DESIGNED LLS) SCALE: 1/411 = V AND TO BE REVIEWED AND APPROVED BY 2 ARCHITECT PRIOR TO ORDERING C.o., 1„4 3 3 ,C.O. SCALE /8�� 1� O W TO APROVED SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBING SCHEMATIC FLOOD VENT ALTERNATIVE: (5) 8X16 SMART VENTS DESIGNED U N.T.S. ALT.: (5) 8X16 FLOOD FLAPS VENTS w/ (5) 8X16 STD. VENTS THROUGHOUT) https://www.yourcrawlspace.com/product/flood-flaps/ W 2" i i I m m (Io ( •• J • J ' • V I � c m p O ► FASTENER TYPE: SPACING: / I I 6'-Opp w EPDM ROOFING PER OWNER. ^� No.8 WOOD-SCREW I I ' I I \ ' I ' ( ' I ( 8 0) BASED ANCHOR WITH 16"OC \ \ tin.EMBEDMENT LENGTH INSTALL PER MANUFACTURER'S a• I I ( • I I 1 I • I r ( • I ( •• /l ( • l I ' • INSTALLATION INSTRUCTIONS G ,0 tet+ � Q No.10 WOOD-SCREWS ( ` \I I \ • ' On 111. BASED ANCHOR WITH 16"OC ) 1 tin.EMBEDMENT LENGTH Irl I I i I I I 1 j I I I I ' 4 MLRR @16 OC 16 OC OVERHANG ALONG WATERSIDE 1/4in.dia.LAGSCREW I I I I I I 1 ' I I II On I (2)11 1/ 2)11 1/4 ML RR @ " TO HAVE DIFFERENT STRAPPING U BASED ANCHOR WITH 16"OC THAN HOUSE.MAIN OVERHANG ca •" tin.EMBEDMENT LENGTH — AT HOUSE 70 BE 16"NOTED WHERE N v • 1 I I I • I I •• I I I Owl II I 3/4"APA PLY'NOOD SHEAR WALL: I1/2"APA RATED SHEATHING SHEATHING TIMBERSTRAND 2X6 LSL STUDS @16-OC GRADE PLYWOOD I I 1 I /Cog I (3)STUDS AT WALL ENDS&OPENINGS ^ (ALTERNATIVIVE:7/16"O.S.B.) • I \ / • I / l 1 • I \ / • APA RATED SHEATHING SIMPSON HDU HOLD DOWN ANCHOR GRA Y ( 1 RA 1 I I / 111 I 111 GDE PLYWOOD • � I I � I I O I WALL - / I1 I1 I AT ALL WINDOWS/DOOR ALONG �– (ALTERNATIVIVE:7/16"O.S.B.) III E i ` I STRAP EACH 2ND. FL.STUD I I ( I • ® ' •• I • + • 2ND. FLOOR SHEATH EXTERIOR w/3/4"SHEATHING TO EACH 1ST.FL.STUD u v I I I I I { ( + SHEATH INTERIOR w/5/8"SHEATHING Q FASTENER TYPE: SPACING: / ( ' 2X4 DF#2 ' I I I 1/ I to No.8 WOOD-SCREW ` 1 STUDS ( ( ' FASTEN PLYWOOD w/8d COMMON NAILS BASED ANCHOR WITH —10.0C ( 1 \ �� / I I 16"OC AT EDGE,12"OC IN FIELD � tin.EMBEDMENT LENGTH WINDOW SILL / I ( • / • ' •• /I I • / • yy olJ ( ( FASTEN GYPSUM w/6X1-3/4 COURSE SCREWS TYPICAL WINDOW OPENING No.10 WOOD-SCREWS I \( I - l I BASED ANCHOR WITH 12"OCSOLID , I I I I I I PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I I I I l I I I I I I BLOCKING s"OC AT EDGE12"OC IN FIELD 1 BETWEEN)01575 THAN 4 FEET 1/4in.dia.LAGSCREW ( ( I S ' I DECK FLOOR DECK BASED ANCHOR WITH 16"OC • I I ( • ( ( 3PARALLAMe 101575 DBL 7-1/4 ML @12"OC 3F� 2in.EMBEDMENT LENGTH W TYPICAL DOOR OPENING • • • • • I jJ.j FASTENER TYPE: SPACING: NOTCH PARALLAM FOR PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES SISF R ML TO BEAM CK � 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW 1ST. FLOOR AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC THAN 6 FEET 1ST. FLOOR OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH DECK: AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS 5/4" TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC SELF DECKING ED BY OWNER AS 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET LAGSCREW AND EQUAL OR SMALLER BASED AN HORWITH 16"oC DECKING INSTALLED OVER THAN 8 FEET 2in.EMBEDMENT LENGTH 2x ACQ SLEEPERS, S,16"OC. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1�..: 1 SLEEPERS TO BE MIN.1-1/2"THICK, „�- ap ` PITCH 1/4",AWAY FROM HOUSE. .f`C��� ��,%;"• AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SLEEPERS TO BE INSTALLED OVE .1_�' 1{�18Gy� EPDM.RUN EPDM UP SIDE WALE/4�� ` ,,�P A WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 MIN.i'-0",FLASH w/LEAD-COAL 't --R DRAWN: MH/MS ', '. �1 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COPPER ':<= SCALE: 1/4"=1'-0" COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL �, 1 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. EPDM TO BE INSTALLED OVER 4'' JOB#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ' August 24,2017 AC EXTERIOR GRADE SHEATHlN �� , HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � 1iE3� SHEET NUMBER: INSTAL 1X6 T&G BEADED VINY BIAS. r i�zf.,r:1'Tr '�,,nAll�rIII REVISIONS: SITE DATA: SCTM # 1000-107-04-05 DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 15,475 SQ.FT. 15,475 SQ.FT. PROPERTY WETLANDS: 4,100 SQ.FT. 4,100 SQ.FT. BUILDABLE PROPERTY: 11,375 SQ.FT. 11,375 SQ.FT. ESTIMATED AREA OF 7975.4 SQ.FT. 7975.4 SQ.FT. - GROUND DISTURBANCE: HOUSE: 880.8 SQ.FT. 93.8 SQ.FT. 974.6 SQ.FT. 8.6% 200 CU.YD. 75 CU.YD. DECK: 732.2 SQ.FT. -33.7 SQ.FT. 698.5 SQ.FT. 6.1% 25 CU.FT. 15 CU.YD. STOOP: 20.6 SQ.FT. 20.6 SQ.FT. 0.3% 3 CU.YD. 2 CU.YD. OUTDOOR SHOWER: 40.0 SQ.FT. 40.0 SQ.FT. 0.4% 2 CU.YD. 1 CU.YD. ' TOTAL: 1613.0 SQ.FT. 120.7 SQ.FT. 1733.7 SQ. fT. 15.4% 230 CU.YD. 93 CU.YD. SUBDIVISION WOLF PIT POND ESTATES O SUFFOLK COUNTY FILE N 8963 E-1 TOTAL TIDAL WETLAND AREA HAS BEEN INCREASED BETWEEN 2008 AND 2017 DUE TO w PLANTING OF BACCHARIS LANDWARD EDGE OF TITAL WETLANDS BOUNDRY MEETS & BOUNDS HALIMFOLIA AS REQUIRED BY AS DETERMINED BY SUFFOLK ENVIROMENTAL ,INC.ON AUGUST 4, 2016 a TRUSTEES AS OF OCTOBER 28, 2009 CONSULTING, BY: PECONIC SURVEYORS a, 4 WLF , DATED: AUGUST 4, 2016 0'� DAL WETLAND BOUNDARY 4 i 6 (JANUARY,2008) 8 1*0 EL 2.5 000101' 147.87' EL 9.2 - till limm ��• - a • EX•DRYWELC- .2 8) io HAY BAY w/ SILT FENCING / Q / ` /y%�' •v ' S�Fc�Eq,t o� LIMITS OF CLEARING TO BE TOTAL TIDAL WETLAND AREA - HAS INCREASED BETWEEN • - • ' VyLF' M ,NC' h� NO MORE THAN 20'FROMEl 2008 AND 2017 DUE TO PLANTING - ` a 3 % a PROPOSED WORK AS OF BACCHARIS HALLMFOLIA AS 80' INDICATED ON SITE PLAN STORM WATER MANAGEMENT DETAILS REQUIRED BY TRUSTEES AS OF ! -sa v!,'r; OCTOBER 28,2009 �Q 44 ! w' �`� beck ,$%';' e% so So, . .Ol -� N.T.S. (/�� OUTDOOR ,%; �cc, ROOF AREA:1298.47 SQ.FT. L 0 N V y� •- a ,:2%'aC , a� SHOWER / AT 100%WATER RUNOFF:216.8 CU.FT. 1 w CREEK 14� s ��, , sti /o A ON 43 ' f O REQUIRED:(()8'DIA.X 4'DEEP DRYWELLS Er % ALT.6'dia.,8'dee • Q/�::�'% PROP'NCFf�USF / '� 8N / O / O J 6' � %'% F /� DRYWELLS CAPACITY:338 Cu.FT. r - "� ' 7ja •% IVANTCHEBOTAREV / 4 O a Ov I OGEE GUTER-STANDARD 5" 27.6, 11, 0 NOTES: 63, EX.DRYWELL (JAN.2008) Q / 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. w [7] , FFA-, WLF�; \ yy_����- �%o�F� %,•Q 2).PREPARATION: ` a . WL . - / 2 t ; 2F 3' %�h / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 020 0 / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR V •' •% ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. r U \ Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 3 METALS WITH PROTECTIVE BACKING PAINT, a / , F-. m �O - O EX.SEPTIC 0 �2 � M \ C" 3.INSTALLATION: L� H SOIL z� p (APRIL 2013) �`T " ZONE I/ ZONE A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. M LOCATION 6PORT-AMSAV TO ..N d b DAL WETLAND BOUNDARY � 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2'FOR EVERY 40'OF RUN. r ON SITE FOR DURqTION Y i1•�1 / AS DELINEATED BY:COASTAL OF CONSTRUCTION . AE 8 I !♦ 2) a).OPPER/LJEAD LENGTHS HAND SOLDERGUTTERS0 DOWNSPOUTS AND ENVIROMENTAL CORPORATION` El ' • • CO UCT N ENTRANCE :,• ACCESSORIES. JANUARY,2008 .T--T--T--I-- .--1--1 7--T- --T-(......... I B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS, 18 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL EL 2.6 161.61' LIMITS OF CLEARING v o r rr EL 13.7 r CONNECTION WATERTIGHT. +! DRY WELLS TO BE 10' MIN. 4).PROTECTION: \ AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 3 0' RIGHT O F WAY I� , 000 C COMPLETION. C7 \ 8 c o - - - - - - - - - - - - = - - - - - - - - - - - ° \ CS--�e' E �l � �r-�I t:"�.sem, �� - -� m d+ � o 6 \ DO NOTFFYOCEEDWITH �",�': ,e� E: . /Iti� WM�- �_� X N � N /O/ F o FRAMING UNTIL SURVEY / / �y MILOSH REALTY CORP i G t y \ DATE:�._.6' I `z.F.ft .�b ,0 � p dF FOUNDATION LOCATION g oo - a �� \ HAS BEEN APPROVED. F E. _I ( �{�-_ `Y:_ �7 D x o N0;I;Y BUILD'li`': rj':r:,'` T'.'E 1 T I\T.. ?� w CCS / \ \06� a�� . %05 1F0? £3 F,iii i C i �': E ll Ti'E p CU z °�° FOL LO `�' t- z•-.. „.�...... 1: I �a i d , -CTIJP<5: G 'v ��6'-LY :" `1 'Hf,,,l'' "l ��'' t FOUNDATIC _ ) r-• IItR( (� s~ g- D=t; ,RnF; r :lg Esc FM POURE1) CONIC�-TE � 2. ROUGi - FR�'"A';;\lG F,< i'LI1' "lN!G rn U m On 'ReF`<i9 l`J•�L .-.D TCC"iiiH rG „t`F' VI•.Ll .7 It � r1 Vl x 3. INc)ULATION' 00 v UTILITY POLE \ \ 4. FINAL - M:STRUCTION_ _MUST 'o BE COPL�TE FOFC.O. LIL 38E �,LLPLUALL COJSThU�-:0d MEET THE S, w � \ �;•,IF`'I k ri ,'. REQUIREMENTS OF-1 HE CODES OF NEW TESTI 1C3 BcFO,"�GOVL a YO ii; STATE. PJ.' T RFSAOfdS(h�LE FOP DESIGN OR COI'-,STRUCTIOI'd ERRORS. � W t.i':. '''_;: C; TIFICA TION - C,.�r_lp CONTENT BEFORE V _IRATE OF OCCUPANCY CODES,r O i.,+...),`,JIDMO vS Of � \ ti \ :'OLDER USED IN WATERIl , 7 7 � � 1 CANNOT c�,,��,'`I , ''��,I k, � SITE PLAN ® 1 EXCEED 2/10 OF 1%LEAD. ._/_-� - ' `" F 4 �\ dT 94 �Iq_ Qty WICKHAM AVE SCALE. 1" - 20'-0' TnUSS PL.ACARDIN 3 R�:.C�"tr..e.. Vv 6 f Zv S p.1.. , J•V��V I Ftt 9 ftt tLt f"yiy n i. Tri p c .. ' F 1 DRAWN: MH/MS SCALE: 1/4" JOB 9: :0 SHEET �' May 10,2017 ^DQ �f SHEET NUMBER: S. 1 REVISIONS: I T I--j- I I I Ij 111111 1 lilt F 77 17, q O w x C�3 C4 40 � Q 00 4 D 4 ® ® Q 0 iEH 00 D JIM EX.FF:EL.11.0 EX.FF':EL.11.0 - - - - EX.FF:EL.8.6WEE - - - - - - _ -- - - � uO hey EX.FF:EL 8.6 - -- -- Ngox ^ 00 ✓' EX.GRADE.EL 6 PROPOSED WEST ELEVATION SCALE: 1/4" = 1' PROPOSED NORTH ELEVATION SCALE: 1/4 = 1 W 0 N rn 5 0 mmu 5 v V X O � O 0 U u 40 II Lr) U N Q) v o 0 a1111 l III a121 Ini III a -1.1-1 L 00 111 D W 7 11{ F, o 1 111111 J 111111 11 U +H+g I-r:rfO N EXISTING WEST ELEVATION SCALE: 1/4" = 1' EXISTING NORTH ELEVATION ;4 SCALE: 1/4" = 1' 1-4 SN SC I � y I � E1 g�N DRAWN: MH/MS SCALE: 1/4"=1'-0" d g JOB#: May 10,2017 r (a�d' SHEET NUMBER: 0 1a� �_ A- 1 REVISIONS: O - - - - - - - - - - - - - - - - - - -- - - / F--1 � AO � OW / � x IF 0 / TEEJ / aj O W rHn / o11 L I il III I I I —Yll I / IL 1 11 11 1 Hill 11 11Q 0 — 4— 1 — 4— ooFT Ty� I -- - - / N TW 100 L A CE CHANGE EX.100amp SERVICE TO 200amp O 00 EX.FF:EL.11.0 NEW FF:EL.11.0— _ _ — EX.FF:EL.8.6 — c0 1 n H N H EX.GRADE EL.7.0 PROPOSED EAST ELEVATION_ PROPOSED SOUTH ELEVATION- SCALE: 1/4" = 1' SCALE: 1/4" = 1' 0 � s of mp,v 0 w241 x - - - - - - - - - ® 0 y Lr> a Lo U v dam+ C14 0 W Q ® V O N EXISTING SOUTH ELEVATION- EXISTING EAST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' r� DRAWN: MH/MS t3YK � ,` N (...t r,; . if�� ,./ i; SCALE: 1/4"=1'-0" r. ._ JOB#: May 10,2017 SHEET NUMBER: A-2 REVISIONS: r - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GIRDER EXISTING GIRDER EXISTING GIRDER ---------------------- ------ - -- - --------------- ---------__-_---------- -____----------- ----_ REPLACE POSTS.ADJUST FOR NEW HEIGHT(TYP) I EXISTING DECK R - - - - - - - - - - - - p IC A I 30'-0" I CWITH =CHANGED STOVE PIPE TOLL THROUGH. INTERFERENCE II WATERPROOF DECK I I ' ABOVE; EPDM,FLASHED ' I O HANGED UNTIL FWG6d 8L ,I I 15'-0" 15'-0" REPLACE EX.�OOR I If FLOOD VENTING AREA: EXISTING GIRDER �w EXISTING GIRDER EXISTING GIRDER MIN.:8"X48"SIZE EXISTING GIRDER �QV -_- REPLACE HDR.(2)9-1/2ML RE LACE HDR.(2� L REPLA EHDR.(2)9-1/2 ML ■ ----------------------------------- - --------------- ----- -------' _________________________________________________________________________________________ --------------- - _- ----- ---�--- I --------------------------------------------------------- ---- - -- ------- - -- PIP �< ' I "` -e • I e ' - �` '>e ------------ --- -- RE TACE POSTS ADJUST ------------ I(p I w ------------- - ------- - FO NEW HEIGHT(TYP)I Z GC TO VERIFY VENT OPTIONS �w ,'I N / I o REMOVE EX.CHIMNEY WITH OWNER AT BID AND Q� 0 o I_ = ; 1 PRIOR TO CONSTRUCTION. _ I E-' C) Vlf- -- ---------'LL I T O ; ; FLOOD VENTING TO BE p O �) 6'-8"CLEARANCE ■" I --_j c COMPLIANT TO NYS BLDG.CODE ° Stair Ll /4X14 ML 0 cD Gz' STAIR TREAD PER --------------- a ' I H Total Rise:9'2.750" F- , i NYS RES.CODELL f Z I a I z __________ Total Run:10'6.000" ,,Q LL, W Riser Height:0'7.375" ' m ¢ >> i O) > N Tread Depth:0'9.000" I N v ' In ----'---''''- o Number of Risers:l5 I° EX. DINT G ROOM N 00 Q, °o I I X a ,j " EMS 111 G GIRDER REPLACE STAIRS `" I w' 1 W g 1 I _--- _-_----- _-- A5 REQUIRED 7f-2f) 71-2/1 7f-2ff 7f-2ff :� Q ' ' ------ ------ ------ OC I Q I -+ -+ e- -• p Q I•Q------- ------- ---------- ---------- C o i i i • �3)1-3/4X9 /2 ML GIRDER,' _ Q 1i 3 4X9-1/2 ML GIRDIR (3)i-3/4X9-1/2 ML GIRDIIR (3f 1-3/4X9-1/2 ML GIRD R ___�____________ __ -___ EXISTING N O O ' GC TO BID WOOD TRUSS ALTERNATITIVE d ' ' i i i i WALLY COLUMN 1 ' _ _ ' ' 36"X36"X12" ' ' --_--- TO FLOOR JOISTS FOR 2ND.FLOOR W LIVING ROOM M EXISTING DECK e I /� I� Q( NUft-G I (STRUCTURE TO BE DESIGNED FOR v I I^ 17� uv SUPPORTING OFFSET BEARING WALLS) Ap ' I C /�,/� AND TO BE REVIEWED AND APPROVED BY O I I - �'1� -✓ 0 I CC I I 5' 21/2 5'-21/2 _ BEARING WALL ABOVE ARCHITECT PRIOR TO ORDERING ------------- O I D � I \ I _--_-------BEARING WALL---_--_---i � -3/4X14 ML . EX. KITCHEN N ' a ' �_--'----+ (BLOCK BETWEEN STUDS) ■ '- ----- ' EXIST! G GIRDER }(3j9-1/2 ILGIADER (3)911/2 GIRDER 1 __ ==c= c=cc=❑= =c� - - �_---- ---- 1 o RE LACEPOSIS.ADJUST O I ■ OI i ------ -=3!=� =' ---;_-=---r=-- FO NEW POSTS. HEIGHTA JUST I r^ N I LFILLY COLUMN i i i i ° BEARING WALL ABOVE �! I a +---. .� - -- ------------------------------ ------- --------- `--- --------a-------------------- REMOVE EX. ' BEARING WALL(BLOCK BETWEEN STUDS) O c ' CONC.FTG. i I LLY COLUMN _______ F _ _ I i i --- *--- 36'-X36"X12' 01 DOORWAY _ T_(z _ T • + I • I I I I 1 1 CONC.FTG.1 1 1 • 00 ( ' W R CE H (2)2X8 DF#2 F7 I I 'o0 2) 4 I Q =N o ----; i Ca i av � Oi /2 ML GIRDER-- ---�-->=---�'-�--a'--__�--- 3 9-1 (3)9-1/2 ML GIRDER (3�9-1/2 ML GIRDER p I U 2z OFFICE "' ---- 6'-1" ---- 6'-1" -- --- g'-1ff ' o I HLL > REMOVE.EX.DOOR EXIST. PANTRY 1 ' I o CLOSE OFF OPNG. I ' ° BATH O MUDROOM X EX.DOOR • __ EXISTI G GIRDER - --I \/ z^ TO REMAIN I I I I , I ^ Z I I I • I . ETA VERIFY HDR. RIF`6 H MIN.(2)2X8 0 8 I I 4 1 i I LL ?aR\0 ----------- - - ---- - NEW STAIRS I • I 1 e v 4 va •� v 4va __________________________ __ EXISTI GGIRDER ' c ------------------------------------------------------ - (3)1.3/4X9-1/2ML GIRDER t MOVE--SOI 1 1 1 1 1 1 % -- _ --------------------------- -- --- ALLS I , -------- ------------------ r- *- c \ ' d11 -I 1 1 1 IQ 1 Q1, I ° �- ---- ---------= C- N I o EX. LOWER DECK 1 I 1 I • (2)2X ACQ GIRDER 1 1 1 x111 II I ♦ ♦ ♦ ♦ ♦ ♦ I I I 1 1 1 I(d') N'1Q1 II� V `�` ♦♦ ,♦ ♦. `♦ `♦ ,. 3'-0" .� 1 1 1 I , , l♦ iw,;♦\\♦♦\`\ �� / I m CSI ��., ♦` ♦ D O� ,� ,� -- - ------ 200 amp �� �2J ♦.♦�`�♦ . ( M ` ` ♦ O -0 N 1 -2 SERVICE I , ♦� 9 ,,.�.` I •p (2)2X ACQ GIRDER I o m N 4; O f�`:.♦ ` O X v C CID �`, `�.♦ ,♦.� ``.� `�♦� `♦.� SUPPLY RETURN 1 /� �` a ' OUTDOOR SHOW ER O 0 �i X p 1V+ ` DUCTS TO 2ND FL O D OR O / .� .� (2)2 8 ACQ c ABOVE.DR�1KAGE TO v� PROPANE HEAT S ER I ♦ _ _ ____ BE COpFiSECTED TO 'N u" v .� ♦ ♦ AREA:957.5 S FT. " %`, ON DEMAND URNA FLOW-THRU FLOOD VEQNTS:1/200 SF `♦�` _ _ 3__�'__ c ° DRYWELL _, r RAISE BUILDING 18 MORE ` IF6 Q HOT WATER BENCH♦ (2)9-1/2 ML PROVIDE(5)FLOOD VENTS G '" (FIN.FLOOR:11-0) ,♦ 6 -0 cn " ♦ ` ` G +u+ l� .Ci A61 ♦, , , 8f-Ofl '• 4 pa .v v 4 It� va .o __ �2�2X A _ GIRDER =_ �+ v 1 6T 7'-21/411 ff 1 ,f 5'-101/2" 5'-101/2" 0 A8f_01f N o w 2 If 18t-,311 11 -g" 4X4 POST ANCHORED TO 10"dia.CONC.PIER ' f1 T BELOW GRADE(TYP) 41 30 -0 30'-0" cn W S N PROJECT NORTH PROPOSED 1ST. FLOOR PLAN 0 W U U E SCALE: 1/4" = 1' S N PROJECT NORTH PROPOSED FOUNDATION PLAN0 E SCALE: 1/4" = 1' 1).REMOVE EX.ROOF.DEMOLISH INTERIOR FINISHES AS REQUIRED FOR 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS NEW 2ND.FLOOR. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, N FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 1).REMOVE EXISTING FOUNDATION SYSTEM.REVIEW AND REPAIR/REPLACE 5).FOUNDATION SLAB TO BE MIN. 2"THICK 2).HOUSE TO BE RAISED TO NEW FINISHED FLOOR OF 11.0'. PER CODE. EXISTING FIREPLACE PLACE AS REQUIRED,BUILD UP CHIMNEY HEIGHT FOR Q' 3).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE NEW 2ND. FLOOR. 6).PROVIDE 2X6 ACQ SILL PLATE OVER NEW FOUNDATION.SILL PLATE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).EXISTING DECK PIERS TO REMAIN.REPLACE AS REQUIRED.DECK POSTS TO FIBERGLASS SILL GASKET. �BE REPLACED FOR NE HEIGHT,ANCHOR AND STRAP AS REQUIRED. 4).MATCH EXISTING WALL HEIGHT WITH NEW WALLS(8'-0"+/-). 10).ENERGY COMPLIANCE PER PRESCRIPTIVE CODE DESIGN,R402,2015 IECC. 7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, x 3).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF WALL TO BE INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A ALL INSULATION MUST MEET OR EXCEED MINIMUM REQUIREMENTS! VERIFIED IN FIELD WITH GC FOR FINISHED FLOOR TO BE SET AT EL.I1'-0". MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO 5).EXTERIOR WALLS TO BE FRAMED WITH 2X4 TO MATCH EXISTING. FLOOR: WALLS:R2 CEILING(ROOF):R49.GLAZED OPENING TO BE EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. MINIMUMM U-FACTOR:0..35 AND MINIMUM SHCR:0.40 RESIDENTIAL CODE WITH A BITUMINOUS COATING. 6). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 11).ALL NEW/DAMAGED WALLS AND CEILINGS TO BE PROVIDED WITH 5/8' 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS (1/2"WHERE APPLICABLE)SHEETROCK. 4).FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY IN FOOTING. BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN.SISTER JOISTS AS REQUIRED OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON BETWEEN NEW GIRDER SPANS. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). , MICROLAM HEADERS. r 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. ; A ` 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. �1��,��'IN S`y� 41 ed,C.�%'�i� r,��k DRAWN: MH/MS iz N SCALE: 1/4"=I'-O" JOB#: May 10,2017 SHEET NUMBER: A-3 REVISIONS: •-------------------------------------- v z a , z o `O 139-610 p ; DECK BELOW ; 70, _ _ _ _ 6'-0"OVERHANG OtoI N STRAP EACH RAFTER WITH SIMPSON TSP STRAPS. I 8'-6" 14'-81/4" BALCONY 6'-93/4" ( o N it i Ito I � -SHEAR W LL � CXW16-4 12'•11-1/2"PLT.HT. FWG60611R i v i i (SEE DETAIL) CW16 EGRESS CW16 O (3)1-3/4X9-1/2 ML HEADER STRAP EACH STUD TO ---(3)1-3/4X9-1/2 ML HEADER N (~..q - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - _ IST.FLOORSTUDSAT I I ` cc �i "\ SHEAR WALL on zo N ' ' PR&ID ONNECTIC�N N v o, ,FOR FO E GAS STOVE, wl x o r ff N I w Z M ; ; 13/4 12I '� �� f 16 -1 12'-81/z" tN a °' I MASTER BEDROOM I :N w o`� O i LIBRARY z I w --------------------------- i w I o a o .- II z a ( N j N �d a ray' __w._........ LT 9'-51/291 3, 3„ STRAP WA �'--- LL TO RRs � i i h p0 I " I O o --r ---------------------- 1 1 1 J M " J 00 STRAP WALL TO RRs ;- N I 4'-0" 4'-0" o 60 I { I I I I r 2 2X HDR ARI (2)2 8 HDR N WALL iI + I N 10 1 1 1 1 c- `Q W 9 I I 1 1 I fV � fV 1 11 11 ' i IJ BEAPjNG WALL (2)2X10 HDR BEARING WALL (2)2X10 H R I p I I I I I 2'-4" ''4" g BEDROOM No. 2 I I 1 1 I 00 I 0 � I I j j 1 1 I 30X60 TUBce Cl II O I� 0 C1 BATH I `- 0 O ; ; I c N HYDRONIC STRAP WALL TO RRs(TYPICAL) F_- WY i i i i `O + I V x ' " (TY ) --__------ I w N - -jt/2 RADIANT HEAT 1Q�/2 + �� Iv N 9 2 I �'•�� �W ZE 00 1'-4"OH(TYP.) Cci i zh X „ I I p I ►'-� U U M 0 \ / J I 5 8'-O�I,FFN Fm O TOW:8'-0" e � H 1).PROVIDE WRAP AROUND 20ga.STRAPPING AT SHEAR WALL. Q ( L1� 2 9-1/2 ML HD " i----,iz AP- �. H X 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS I I E o (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ; AN61 AN61 ----------- 00 L N Q FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc, L - - - - - - - - - - - - - - - ' V PER CODE. i i 9'-0"PLT.HT. , ; E N I I WALK-IN 5 I 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 21 0" CLOSET I I 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND HYDRONiC DIRECTLY TO THE DECK ALONG EAVES, STRAP WALL TO RRs(TYPICAL) I RADIANT HEAT , a + � 5).USE EPDM ROOFING PER OWNER. -_ j _ ..0., .._ ".,._- I o ; I ' 6).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. DUC�VUORK 00 i I p O y CU 0 L I 10'-10" ; I ai u p C(3)7-1/4 ML HE DER + I O v p W c1 x o I12 A S N L - - - - - AN61 - T-6 1/2"PLT.HT. J PROJECT NORTH ROOF PLAN CU E SCALE' 1/4" = 1� 4'-111/2 9 -11h 4 -2 5'-101/2 5'-101/2 .0 18'-3" 11'-9" U M �' 00 30'-0" '01 N r�1 4 W 5 N PROJECT NORTH PROPOSED 2ND. FLOOR PLAN E SCALE: 1/4" = V w u STORM WATER MANAGEMENT DETAILS 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH u >~ u RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD P05TS UNLESS OTHERWISE NOTED. ROOF AREA:1298.47 SQ.FT. N.T.S. MANUFACTURE'S INSTRUCTIONS. V) 9).ENERGY COMPLIANCE PER PRESCRIPTIVE CODE DESIGN,R402,2015 IECC. AT 100%WATER RUNOFF:216.8 CU.FT. 2).SEE PLAN FOR PLATE HEIGHT. ALL INSULATION MUST MEET OR EXCEED MINIMUM REQUIREMENTS! FLOOR:R30,WALLS:R20,CEILING(ROOF):R49.GLAZED OPENING TO BE o� REQUIRED:(2)V DIA.X 4'DEEP DRYWELLS 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. MINIMUM U-FACTOR:0.35 AND MINIMUM SHCR:0.40 N (ALT.8'dia.,8'deep) DRYWELLS CAPACITY:338 CU.FT. 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD.REVIEW 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. DETAIL FOR SHEAR WALL SHEATHING,STUDS AND ANCHORS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Q' SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE OGEE GUTTER-STANDARD 5" 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS AREAS. NOTES: OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS U ON EACH SIDE OF OPENING,PROVIDE 3 JACK STUDS ON EACH SIDE FOR 11).ALL FLOOR TILE AREAS TO HAVE MUD SING. 1).EXECUTION: ) ETT (/J A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. MICROLAM HEADERS. �/ 2).PREPARATION: 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. .��W/// / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.B 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 3.INSTALLATION: 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN, 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. p Vit;r 4; 3 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. C` k 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRAWN: MH MS DRY WELLS TO BE 10 MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ("y { i"r,w� a SCALE: 1/4"=1'-0" AWAY FROM HOUSE << B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL a-•`G�!, i ° COMPLETION. A JOB#: May 10,2017 � � e 0 o pin d r, SHEET NUMBER: OF Ns A-4 REVISIONS: PRESCRIPTIVE DESIGN PER R402, 2015 IECC: R49 FOAM 6'-0"O.HANG FLOOR SPACE R30 CEILING 49INSULATION __ _ _ R-VALUE R-VALUE: EPDM ROOFING 5/8"CDX SHEATHING 2X12 DF#2 RR 01600C SHEAR WALL (SEE DETAIL) *EXCEPTION FLOORS : 1 FENESTRATION IF FRAMING MEMBER IS R19 U-FACTOR: 0°35 - - - -- BEARING R20 w TOO SMALL rc T F EX D WALL INSULATION � N OUTDOOR SHOWER I IOWcV FRAMED WALL GLAZED 2X CAPPING WALK-IN CLOSET MASTER BEDROOM R20 FENESTRATION 0.40 o RAILING TO MATCH R-VALUE: 1 X4 TRIM EXISTING 1v►F) SHCR: 4X4 POST (TYP) (TYP) R2o `n o INSULATION �'�' '' HOUSE !1;3%4X14"ML BASEMENT WALL 1X T&G VJ _ _ _ " 3 4 SUBFLOORUl SKYLIGHT SDG Q N 14"711560 WOOD-1 FJ @12"OC (CONDITIONED SPACE) 10/15 U-FACTOR: 0.55 DOOR — " — DBL 7-1/4 ML @12"OC CANTILEVER DECK —- " — IO w R-VALUE: (SEE DETAIL) U BEARING EPDM,FLASHED OVER O l;j z 4X4 @ ' WALL . 49-69' 3/4"EXT.SHTG. 21 OC UTILITY w 00 00 ROOM MUD ROOM EX.RAILING TO BE REPAIRED U �, OR REPLACED AS REQUIRED W u NEWSTAIR: 1 1 I R20 FOAM I INSULATION X-0"WIDE 15r9t ^ �i (2) 2X8 ACQ 7-3 8"r WW 2X8 ACQ DJ / DBL JOIST @16t1OC FF EL.11.0_ _ _ — 3/4"SUBFLOOR _ - _ _FF EL 1. X8 DF#2 FJ @I6"OC EXISTING FLOOR SYSTEM EXISTING DECK SYSTEM Z 3 UNDER POST — - — - — (3)1-3/4x9-1/z (3)1-3/4X9-1/2 — -— - — � GC TO VERIFY EXISTING �-�-�r r� 11/4 1 1/4 112 112 : 2X6 ACQ SILL PLATE R30 ML GIRDER ML GIRDER CONDITIONS OF FLOOR I V) H 11/4 11/a INSULATION EX.GIRDER 4X4 ACQ ': � JOISTS.SISTER NEW JOISTS •• z � W LAV, LAV, W.c W.c`. SILL SEAL w �, + WHERE REQUIRED BETWEEN p POST TERMITE SHIELD RELPLACE EX.POST E, t�7 -t .� I GIRDER SPANS. .♦ 4X4 ACQ(TYP) O O Q 6 H SH ER GRADE EL 7.0' `, CRAWL SPACE •� '•' " C OUMN C OUMN '•+ H Ai" 8"PC WALL e; 2 MIN.CONC.SLAB �' " e; GRADE E 6.11, W LALLY 2 Q O DAMPPROOF . FLOOD d C.O.( 2 I z �� Y: v •••.v p D o.�••.d Y ►v.r••,y ;. 11/41) 1 1/4�11 n I • ► "v► °..► J v►' : °..► J•v►' ^ 3 10 dia. t7 01 of •• v1 s •• VENT EXISTING PIER O Q A 3 CONC. PIER — - - _ D; 3'X3'X1'CONC. 3'X3'XI'CONC. 3'X3'Xl'CONC. �,. p REPLACE AS ,°o FTG. FTG. FTG. p REQUIRED ° 16"X8"CONC.FTG. EL 3.0' (2)#5 REBAR —- " — EL 3.0' 11/4, i 1/2 1 1/4C TO BID TRUSS SH SINK �A SECTION A G TO FLOOROJOIDS S FOR 2NDRFLOORVE W.c. STRUCTURE TO BE DESIGNED FOR D.W. FA.1, CROSS SECTIONi i 2 2 SCALE. 1/ 11 = 1� SUPPORTING OFFSET BEARING WALLS) AND TO BE REVIEWED AND APPROVED BY C.O. 1 1/4 3 I C.O. Q 1 3 SCALE. 3�H � .L ARCHITECT PRIOR TO ORDERINGF•—� 3 ~,J 4 TO APROVED O SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM TRAP HOUSE r,.T.'� g -4 PLUMBING SCHEMATIC FLOOD VENT ALTERNATIVE: 5 (5) 8X16 SMART VENTS DESIGNED F ~ v N.T.S. ALT.: (5) 8X16 FLOOD FLAPS VENTS W/ (5) 8X16 STD. VENTS THROUGHOUT) t H https://www.yourcrawlspace.com/product/flood-flaps/ W J� 2" 2" O• . / . / O• 12" • O•/ O• / O• ' 2" • • . . • / 2" (( N v O J Ln v I I 0 b I ti � I Ido f 11 � 1 11 • j ) .. I I • . �, v � � o ( x o FASTENER TYPE: SPACING: ' ( I ROOFING PER OWNER. No.B WOOD-SCREW I 1 ( I ( I I I ( tz O BASED ANCHOR WITH 16"OC �- tin.EMBEDMENT LENGTH ( + r U / I / I t l r ' INSTALL PER MANUFACTURER'S r4 • ///( I ' • II 1 1 I I II • l ' • I ' •• �' I ' • l ' ' • INSTALLATION INSTRUCTIONSNo.10 WOOD-SCREWS d� BASED ANCHOR WITH 16"OC I l ` l Y I 2in.EMBEDMENT LENGTH I I i I I i I I I I I I ' y� 16"OC 16 ' C OVERHANG ALONG WATERSIDE 1/41n.dia.LAGSCREW — I I I I �.►� THAN HOUSE.MAIN OVERHANG v S ( I l I I 2x ..• 2X12 RR @ TO HAVE DIFFERENT STRAPPING � U BASED ANCHOR WITH 16"OC I ` ( I ( ' ( ( AT HOUSE TO BE 16"EXCEPT WHERE CO .O EMBEDMENT LENGTH - NOTED cv v • i I I i • I � � •• I y � I • Owl ( ` 3/4"APIA PLYWOOD SHEAR WALL: 1/2"APA RATED SHEATHING SHEATHING� � � � TIMBERSTRAND 2X6 ISL STUDS @16"OC I / GRADE PLYWOOD I , I 1 I (3)STUDS AT WALL ENDS&OPENINGS (ALTERNATNNE:7/16"O.S.B.) I 1 / • 1 I /•• I I 1 f I 1 / • w 7 I f ) I II •I i I ' / I I ' f I SIMPSON HDU HOLD DOWN ANCHOR 1/2"APA RATED SHEATHING LTEAT ALL WINDOWS/DOOR ALONG WA LL (ARNATIVIVE:7/16"O.S.B.) STRAP EACH 2ND.FL.STUD H1 I i I r 2ND. FLOOR SHEATH EXTERIOR w/3/4"SHEATHING TO EACH 1ST.FL.STUD � o Iti I � • i I • •• li III ' 1i I • SHEATH INTERIOR w/5/8"SHEATHING O FASTENER TYPE: SPACING: ' /2X4 DF#2 1 I I' I / I / I FASTEN (A No.8 WOOD-SCREW I� I O� sruDs 16"OC T EDGE,1 OC N FOMD ON NAILS BASED ANCHOR WITH 10"OC f 1 J I I WINDOW SILL 21n.EMBEDMENT LENGTH • I • ' •• I 1 ( • ( • O ENE, FASTEN GYPSUM w/6X1-3/4 COURSE SCREWS I N TYPICAL WINDOW OPENING No.10ANCHORWITH �` ` v / \ BASED ANCHOR WITH 12"OC I I I I I I I / / I PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I I 1 I I SOLID BLOCKING - B"OC AT EDGE,12"OC IN FIELD THAN 4 FEET 1J41n,dia.LAGSCREW � I I I � I ` BETWEEN)GISTS � 5 I DECK DECK BASED ANCHOR WITH 16"OC • I I I I I • 3-12X14 2.Oe FLOOR JOISTS 21n.EMBEDMENT LENGTH PARALLAM DBL 7-1/4 ML @12-OC TYPICAL DOOR OPENINGNOTCH PARALLAM FOR DECK V PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED SISTER ML TO BEAM No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASE ANCHOR WITH 8"OC 1ST. FLOOR OR GALV BOLTS W/WASHERS DECK: THAN 6 FEET ANDD NUTS TS @ 2'-0"O.C. tin.EMBEDMENT LENGTIH 1ST. FLOOR No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"0C SELECTED BYOWNER RAILING AS tin.EMBEDMENT 1ENGTIH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASE dia.ANCHOR WITH DECKING TO BE INSTALLED OVER Q BASED ANCHOR WITH 16"oc 2x ACQ SLEEPERS,16"OC. THAN 8 FEET 21n.EMBEDMENT LENGTIH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SLEEPERS PITCH 1/4",", BE WMIN.1-1/2"THICK, AWAY FROM HOUSE. AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) x %0 �R SLEEPERS TO BE INSTALLED OVER .+,ter•-.� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7 16" EPDM,RUN EPDM UP SIDE WAt '� ��I�$ir��\, MIN.1'-0",FLASH w/LEAD-CO � `�•• , y 1�` 1 DRAWN: MH/MS AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COPPERSCALE: 1/4"=1'-0" COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL + ((�� JOB#: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. EPDM TO BE INSTALLED OVEI�-'37 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. AC EXTERIOR GRADE SHEATI F UG "�r, i� May 10,2017 I HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET NUMBER: INSTAL 1X6 T&G BEADED VII�I'�1 R - ' '" 0 . _5 __.� REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • • ENDWALL RAFTER WALL STUD CRIPPLE STUD p ° •• . BOTTOM PLATE o RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION tRT3 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT, PLATE OF 2ND FLOOR AND TOP ALL OPENINGSSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 15T. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE O HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST a VENTS SELECTED AND 0•-+ LOCATED BY CONTRACTOR W METAL STRAP CRICKET AT TOP-SIDE OF A VENTILATION CHANNEL F--1 RIM BOARD CHIMNEY RAFTER AS REQUIRED O WALL SHEATHING RAFTERS MAINTAIN U SILL PLATE(S) VENTILATION WOOD JOIST SIDEWALL FLASHING Cn FOUNDATION TOP PLATE BLOCKING ` - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Z Z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC B ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ^ ' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT Q 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD H ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ' FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYIDOWN ANCHOR EAC H RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TY[DOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS �' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ��-� ,' ROOFING LAPS BASE V 1 NIP FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME O EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING 0 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT �T�-� WOOD JOIST �+ 00 TOP PLATE ~ �� GIRDER/HEADER �D SIDE WALL FLASHING 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST W) AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION rTl 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOC ATION USP NUMBER DESC RIPTION APPLIC ATION PRE-MANUFAC TUREDW ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREEETHE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR (PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD �— SUBFLOOR c`iv v SILL GASKET WOOD JOISTS m 4y o o� m TYP. CONC. FOUNDATION GONG. SLAB NEOPRENE "•% ; o m r DAMPPROOF EXTERIOR A 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE cn o V GRANULAR FILL , • , x c U 6MIL POLY ON EXTERIOR ° V3 I ' I BOLTED TO STEEL BEAM WITH Q r " 0 -m �•� ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. ° V STEEL COLUMN ` u k, 't3 Lo y � A ° 4 ° a ° ,° ° ROOF JAC K �`� ' O v00 v CONC. SLAB ' 'O - �° \� . " " STEEL BEAM F1 r-414, c ° \• ANCHOR BOLT EMBEDMENT: ` e r ^ COMPACT FILL POURED CONCRETE: 7" ` `� 4" x 1/4" x 8" STEEL `a i� •q V i I i h v BLOCK WALL: 15" Lo ROOFING LAPS �. I TOP AND BOTTOM PLATE U V ° ° Q ° " FLASHING AT WITH 1/2" x 6° ANCHOR BOLT � KEYWAY FOOTING �' �!•� �. a �! p USE: WITH 3x3 SQUARE WASHERS �� N v GONG. FTG. p G SIDES AND TOP N rD ° ; O ANCHOR BOLT CONNECTION , 1/2" GROUT C n (USP LB PS58 OR B P583) . i .0 W p 0 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT i I 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTINIG MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY( 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION W TYPICAL CONC, FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION 2 STORfE:S 36' OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ~ SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O CA �'—SUBFLOOR 04 CONC. SLAB I DOOR FRAME 4 6X6 10/10 COMPACT FILL M GARAGE JOIST L ' DOOR ¢— I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ' W/ 6X6 WMM SLOPE P.T. PLATE ' M " 1 / /JCE \ 1 2 �� � 1 0 �� , °• � 4 DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT / " AIR SPA � U ' �a 7 1 2, •• a e (WITH A NAILING PLATE IF NEEDED) Cn • C�Lt AT END AND ES OF WOOD �•� ° ° °•° ° ° ° STOEEBL BEAMOX.TO 1ALLOWF ORHIGHER SHRINKAGE x ° -- BEAMS D D (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q' GRADE Q ��"*, --a��--c�-----: ;. "" ° O ° ° Q ° d ° 4 �i 6X6 W.W.M. „p - - e - - �•D - -•• r. ° =�11 _ 12" Q ^ n ° • ' ° r] E r SUB FLOOR MIN, °, ' D °, ° D 'n 6%'C1 �'0 /�'� ° ��NOTCH BEAM FOR MUDSILIL IF REQUIRED -- MAXIMUM ° '„ •��° NOTC H EQUALS 1/4 DEPTH OF BEAM p p e cI REINFORCING BAR REINFORCING BAR / DRAIN TILE �• - d ° c - � !� el a s° SHEET METAL / 30# FELT UNDER BEAM AT POINT e 6'n O• °O° ° STEEL BEAM 12" r e• OF CONTACT WITH CONCRETE OR GONG. BLOCK 3" PLATE (BOLTED TO BEAM) to Afi��;'•' .A n SHIMS TO LEVEL BEAM •f ! '`/'"� ''r ` TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �' �IIN$L REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. LOC KOUT DRAWN: MH{MS GARAGE DOOR Bta! � �r '�� SCALE: 1/4"=1'-0" 3' MINIMUM BEARING SURFACE FOR WOOD BEAM Cti BEAM POCKET JOB#: May 10,2017 SHEET NUMBER: REVISIONS: \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. ' I 4"DIA.MAXIMUM 4 DIA. MAXIMUM POST GIRDER/HEADER 0 to Z n M POST/COLUMN v �� Z 12"X12"X12" Y^ Y A Y, CONCRETE FOOTINGZD M Y Y A � r^ V l DECK POST FTG. CONNECTION Z DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 0 STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING l� USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING Qt � 1-1/2"SPACE MINIMUM W w Q HANDRAILS Q� O GIRDER ,may F` POST GIRDER/HEADER O O Z r• ; r O " ' O POST/COLUMN U BALUSTERS RIM/DECK JOIST o CONCRETE PIER •'°•" , ° •'' H OPEN BALUSTER ATTACHED TO WALL zr U.11 " H HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER Mr-1 FLASHING TUCKED UNDER TOP PIECE OF SIDING AND O LAPPED OVER FIRST CONTIN. > 0 GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL � >_1 2-1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON w CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) z LEVEL BASE STAIR TREAD ° FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° BRACE TUBE �D RIM BOARD o ° 'I'"� FILL AS PER MANUFACTURES'INSTRUCTIONS H STRINGER FLOOR FRAMING 2x JOISTS E111=111= • — — III=111 III-III=III III III=III III=11 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS 'p p LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �" DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE N v }~ FIT CONSTRUCTION TUBE AND PLUMB cmn M v °u• BRACE TUBE x FILL AS PER MANUFACTURES'INSTRUCTIONS aa° o =III=III=11= I =11=11 =III= 11= '� u III=III-111=III-III=III=III_III=III-11M o INCHOR � \ a , nU,(2)THRu• WOOD JOIST JIOIST (j (; eoLTsCONC. PIER FOOTING v U) a 00 PIER BIGFOOT SYSTEMS FOOTING FORM N s~ v 16"TREAD GIRDER/HEADER 1N ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN •� W ' = COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED 1S RA E ° CREQ.)C.SLAB (AS R "?a WOOD JOIST GIRDER/HEA�DER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT °'P• (AS .°•'a a PRESCRIBED IN THE CODE. •a°°V s"dia. °•'b i DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT CONC. ° T-0" ° PER PLAN PIER ACCEPTABLE FOR USE IN N.Y.S. BASED UPON 1CBO EVALUATION SERVICE REPORT Cly FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. > ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH�a a SPLICED JOISTS OVER HEADER/GIRDER ,.., THE PROPER STEEL CONNECTOR. V IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION =NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST O �1 N HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE 94 All required handrails shall be of one of the following types 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL 1� or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY SPACING NOTES 9 1).Type 1. Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4-8d COMMON PER TOE outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL Uin than 2 inches. if the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE '4 perimeter dimension of at least 4 inches and not greater TO JOIST 2-8d COMMON END NAIL � P g Y " GROUND WIND SEISMIC FROST WINTER ICESHIELD 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. FLOOD BLOCKING EACH TOE than 6-1/4 inches with a maximum cross section of Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS TO JOIST 2 _8d COMMON END NAIL dimension of 2-1/4 inches. be 4 ft.below grade. MODERATE SLIGHT TO LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 3 -16d COMMO BLOCKING TO: EACH TOE ,. 2).Type 11. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blocking at 8'0 o.c.. 20 PSF 130 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL 1 g TO HEAVY MODERATE inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE sides of the profile.The finger recess shall begin with a 3-16d COMMO P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL , �cAt�> distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts ^ S JOIST ON LEDGER PER TOE �` C portion of the profile and achieve a depth of at least 5/16 at 16"o.c. CODE: 2015 IRC, 2016 NYS TO BEAM 3 -8d COMMON JOIST NAIL inch within 7/8 inch below the widest portion of the �.�. profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above rade. UNIFORM SUPPLEMENT BAND JOIST PER END DRAWN: MH NIS p q ' p P g 3 -16d COMMO :, -.;� �. inch to a level that is not less than 1-3/4 inches below the TO JOIST JOIST NAIL ) : ISI(. , tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER ,eb I °'�'` x! SCALE: 1/4"=1'-0" p P handrail above the recess shall be 1-1/4 inches to a to girder(s). 2-16d COMMO TOE NAIL 4 .� JOB#: SILL OR TOP PLATE FOOT � �;r1+' maximum of 2-3/4 inches. Edges shall have a minimum 8)• Use Simpson hangers and anchors with Z-MAX tripple protective coating or equalMay 10,2017 .�.� �V. C� j radius of 0.01 inches. �t, 3� d :' SHEET NUMBER: for any contact with ACQ. E Q t4�f A-7 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 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 BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-nr SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-Sd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 EACH 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 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 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 EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER 2 - Sd COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4). WALL ASSEMBLY TO FOUNDATION: 2 - '16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 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 O responsibility for construction coordinating with these plans, nor responsibility for foundation and stab-on-grade, 15 inches in masonry block foundations, or lapped under H NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 H precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square q washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING (DESIGNED FOR CAT.C) EXPOSURE CATAGORY � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 � Z 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4 - 16d COMMONz INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE U 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 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE NAIL O.C. o� attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. �D 7 The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. H )• gyp P 16d COMMON SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 13 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC O U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine Intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewalf 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. interior shearwalis 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. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3.5. BLOCKING 2 - 8d COMMON EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS O BLOCKING TO: EACH TOE ( ) W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C.OC8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE ll 7). Dampproof exterior of foundation with bituminous coating as required by current 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 All fasteners, han er 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. g s and anchors to be gafvinized or stainless steel. TO JOIST JOIST NAILr' F-.41). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. `t 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2- 16d COMMOFOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHI For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. W 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL F-�1 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" 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. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL otherwise. ) g g g JOINT DESCRIPTION N v I~ Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) m M v U 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD '0' �. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS M �' Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 r"Io ° ; ( ) ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: O w � openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES 'd v E openings between 4'1 and 6"0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTIOo °J cc THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � 6n and blocking where applicable. QT`Y. SPACING G o ti 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 'o 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. o V " ' anchors where applicable to all connecting joists. PLUMBING NOTES M 7/16 OSB 3 O.C. EDGE �, v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"thick rmicrolams ( height to match floor joists) around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR S H EATH II N G: p g• g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, MAIL NAIL w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING statedd ftrecommendation fmaximum hole and sacinermitted 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � Q where applicable unless otherwise noted. code anmanufacture's recommenon or mosize p . STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 0 8d COMMON12" O.C. FIELD Un as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. using 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION' g parallel rows of studs or staggered studs. �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal aces such as occur at soffits, �� Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR 70 FILL. drop � 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor p ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code, 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is contiinuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. p k� 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or INSc approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �1 torch down type material over. and R315 of IRC. � "y 1Y t fa , 's!*'r :� ' DRAWN: MH/MS . SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to "ryt �f s JOB ft: be installed with a foam sill gasket and co -r-tex termite shield or roved equal. � ' May 10,2017 I g p pp q . A , 0 S' SHEET NUMBER: A-8