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HomeMy WebLinkAbout39811-Z�,pgtlFFQ�q^�p� Town of Southold a, P.O. Box 1179 o - W 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37655 Date: THIS CERTIFIES that the building ACCESSORY Location of Property: 1785 Breakwater Rd, Mattituck SCTM #: 473889 Sec/Block/Lot: 106.-8-20.5 7/10/2015 6/25/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/28/2015 pursuant to which Building Permit No. 39811 dated 5/28/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: non -habitable non -sleeping accessory garage/cabana with atic storage as applied for. The certificate is issued to Wilson, Thomas & Wilson, Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0053 ELECTRICAL CERTIFICATE NO. 39811 12/5/2013 11/21/2013 PLUMBERS CERTIFICATION DATED 2/28/2014 De 's Franks Plum ' g a Autho cl S' atu Permit #: 39811 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Wilson, Thomas & Wilson, Mary 1785 Breakwater Rd Mattituck, NY 11952 To: Construction of an New Accessory Structure; Garage, Cabana, Bar, Bath, Pergola, Storage, as applied for. Replaces BP# 37660 At premises located at: 1785 Breakwater Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 106.-8-20.5 Pursuant to application dated To expire on 11/26/2016. Fees: Date: 5/28/2015 5/28/2015 and approved by the Building Inspector. PERMIT RENEWAL Total: $594.40 $594.40 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37660 Date: 11/29/2012 Permission is hereby granted to: Wilson, Thomas & Wilso 1785 Breakwater Rd Mattituck, NY 11952 To: Construction of an New Accessory Structure; Garage, Cabana, Bar, Bath, Pergola, Storage, as applied for. At premises located at: 1785 Breakwater Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 106.-8-20.5 Pursuant to application dated To expire on 5/31/2014. Fees: 11/8/2012 and approved by the Building Inspector. CO - ACCESSORY BUILDING ALTERATION OF ACCESSORY BUILDINGS Total: Building Inspector $1,238.80 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. // - -5 d / z—. New Construction: V Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section - l %� (p Block Lotd j Subdivision Filed Map. Lot: Permit No. �lP� Date of Permit. /2 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted. ���5�— ppl'cant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(,5-town. southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wilson Address: 1785 Breakwater Rd City: Mattituck St: NY Zip: 11952 Building Permit#: �) 3WY60-Section: 106 Block: 8 Lot: 20.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DWP Electrical Cont License No: 2707-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage Service 1 ph Heat Duplec Recpt 42 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 12 Wall Fixtures Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 75 CO Detectors 1 Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture 8 Pumps Transformer Appliances R45 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3 -paddle fans, 3-GFCI circuit breakers, 1 -storm awning Notes: Inspector Signature: '�ZDate: Nov 21 2013 VK 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDINO DEPARTMENT TOWN* OF SOUTHOLD CERTIFICATION - Telephone (631).76571802 Fax ( '630- 765.95-02 C, E. 0, MAR 4 2014:. BLDG. DEPT. TOVI OF SOUTHOW Pate: ) Building Permit No. 2�9 "76 Owner: CHCS jox) '(Please print) Plumber. (Please print) I certify that the solder used in the water supply system contains letsfhan. 2/ 1°/u lead. _co Sworn to before me this day of q9XaT_, 2014 Notary Public, _:�t6 �—Count, db JOSE TE JADA Notary Public - State of New York NO. 01TE6121975 It Qualified in Suffolk my -My Cq%IWSsion Expires r4f so TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' FOUNDATION I ST ROUGH PLBG.'- "ODATION 2ND INSULATION FRAMING /STRAPPING ]FINAL - FIREPLACE,& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE. 113 INSPECTOR Hoy f so N JC' cOUNIY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FO DATION 1ST [ ]ROUGH PLBG. [ ] UNDATION 2ND [ ]INSULATION [' 'FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FINE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (RUGH) [ ] E ECTRICAL (FINAL) REMARKS: DATE `� /`� INSPECTOR m SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. U 765-1802 INSPECTION M` [ ]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: DATE 5 Za I %� INSPECTO9z �J OF SOUTyolo couto, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 / INSPE [ ] 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: DATE --'*N I d -O 113 INSPECTOR 3'7g SOUTy�Io ��y00UNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ZIR UGH PLBG. FOUNDATION 2ND [ULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE a�� � INSPECTOR pf SOUjyolo C `6\ _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR z, y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ]FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI AL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE a�� INSPECTOR U _ OF SOUTyo cOUM1,� TOWN OF SOUTHOLD .BUILDING DEPT: 765-1802 INSPEI ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: "'TION'. [ ]ROU PLUMBING [ ] SOLATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION C 1 ELECTRICAL (FINAL) [ ]CAU LNG DATE INSPECTOR . ot�. 1. r . ; TOWN OF SOUTHOLD� S I BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board ofHealth SOUTHOLD, NY 11971 .4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTowu.NorthFork.net PERMIT NO. ir'- Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined I - '20— .I Storm -Water Assessment Form Contact: 4V Approved I 1 '� 20 I �-- Mail to: Dtsspprvved a/c Phone: _Expiration 5 — 20� 1 Buildinglnspector L�-- - APPLICATION• FOR BUILDING PERMIT Date�T(2 LC�K : 3 20 IQ ;INSTRUCTIONS �,,•••' k aQ ^s *{canon MUST be mpletelyy filled'in liy typewriter of in iiik and submitted to the Building Inspector with 4 sets o�t� �a lltatl . 1bt ol.seal . Fee a=rding to schedule: showing location of lot and of buildings on premises, relationship to adjoining premises or, public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after -the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations streeting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance, of a Building Permit pursuant to the Building Zone Ordinance, of the Town of Souitwld, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or dem 'tion as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, h using code d regulations, and to admit authorized inspectors on premises and in building for necessary inspectio /� .� �� Q V�"°f XL� (Ji f applicant•or name, if a corporation) (�85. �tZ!"G,�+IClF1A't MO. MA-rTIT004 til. L( 11952 (Mailing address of applicant) -State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder DLVt.IE>e, Name of owner of premises %►AK,,r LOO uV l I.SOtS (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. Location of land on which proposed work'will be done- 7 85 e7R,IiAK WATER :..RCI�fl b'1 k'["C l Bt l LK. ' i `l! House Number Street Hamlet County Tax Map No. •1000 Section ' 16(o Block a Lot 20. 1j Subdivision 7 Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 9 06! 5 1 b. Intended use and occupancy 3. Nature of work (check which applicable): New Repair Removal 4. Estimated Cost !lQ Fee Work 713—esc—n-pffo-h) (To be paid on filing this aRplication) 5. If dwelling; number of dwelling units M. iN. ' Number of dwelling units on each floor W.A. -_ -.If garage,number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each lype'of use. Kx� A - 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories (Fayt.Pwncr_s -64'- Dimensions of same structure with alterations or additions: Front Rear Depth —Height Number of Stories ' 8. Dimensions of entire new construction: Front -',4 .0 Rear '64 'Q Devth.. 44- 0" Height SIP •9 1w of —St-6ri-ei i 9. Size of lot: Front 288.07 Rear SCO. � Depth. 7&4Um&-) 10. Date of Purchase Name of Former Owner .11. Zone or use district in which premises are situated PZ ao 12. Does proposed construction Violate any zoning law, ordinance or regulation? YES. NO_ 13. Will lot be re -graded? YES ' NO X Will excess fill be removed from pr6mises? YES— NO 0785 ftgWLV"i' 14. Names of Owner of premises WILICt,4 Address MATT Toeig,t"� Phone No. Name of Architect Address 19 CAS(1 Cao Phone No&bi,99M-(P1-71 Name -Qf Contractor Address Phone No.' _15-aL IS -61s property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 'A * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES— NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED . 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,"��- being duly sworn, deposes and says that (s)he is the applicant (Nam d of individual signing cofivact) above named, (S)He is the L�2 6042 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this:appfication are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth. in the application filed therewith. Sworn to b6fJre'in&*this _/ -,-day of 20Z Notary Public Signature of Applicant PATRICIA RICHERT Notary Public State of New York Nd: 36-4741154 Qualified. in-Nassa6 / ff Ik Co ti s Commission Expires ....... ..» -a Aucua rvnrrt: UO- "r6 Town of Southold - Chapter 236 - Stormwater Management SWPPP -Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner -Age t- Consultan -Contracto Other (Circle One) c J Property OWNER: (If plfferent than AppIle t) / Inlp� //(J (//,U e Address: 6 � c I/ ^ ` Address: Telepho Pax ,Z Telephone M. Fax#: E -Mail: / 5 V E -Mail: Property Address: �� _ g F� Brief Description of Construction Activity, Proposed Struetnial BM?s, Soil Stabalization BNIPs, Project Scope and/or Sequence of Construction Activity S.C,T.M. #: �Ar f000 evo DlsMcl Setlian Block Lots (Provide Additional Pages as Needed) Name of Contractor and/or C fact Perso Resp��ons a for Implementation of SWPPP: I ----------_._._._ _ _ _____ ____ __ ------- ,_-_-____-.---_----_-----_.-.__------._-„_____ --------_--•--------------"__-•-_'--_-_.--.._,._--_- ------ -------------------- ---- ----------- - . ------ -------------------------------------------'---- ________________________ Address:----------- Tolephona J I Fax E-Mae/: G / �A Name of Persons Respo Ible for Installation 8 Maintenance of Erosion Control Practice: Address: Telephone #: Fax #: E - Mail: Total Area of All Project Parcels: Total Area of Land Clearing andforGround Disturbance: (S.F.I Ayes) (S.F. f A—) .-.-•----___„_,__---_,__-__,____,_.__.,._..._,_--________________ - -- - - - - - - - - - Project Duration: (Anticipated) /� start End Date: / 2 Date: % - -,*Will-this Project Disturbe five (5) Or More Acres at Any One Time During the Proposed Development 7 Yes '��NTo ---------------- _--------------IfYES:PleaseAnswertheFollowin ._.._..._.__._.._..,_._...-..._..,....__._._..,_..:---------------- If YES: Please Answer the Followin! a. Does the Applicant have a Qualified Inspector,On 0 Q Staff To Conduct the Required Inspections'?, Yes No List the NAMES or description of all Potentially Impacted Waterbodtes and/or Wetlands: b. Does the SWPPP Indicate How Frequently the Site Inspections will Occur and for What Period of Time ? Yes No c. Does the SWPPP Adequately Identify All Temporary = = --------------------------------•-----•---------- and/or Permanent Soil Stabalization Measures ? Yes No -"---'-`”'---------------,_.------"""``------- d. Does the SWPPP Adequately Identify a Complete Q =`----" --,--.____ -_­__----'------------------- - Project Phasing Plan ? Yes NO e_ Does the SWPPP Indicate Additional Site Specific = Status of impacted Waterbody: (eg. TMDL, 303(d) Listed, Impaired...} Practices that Will be Utilized to Protect Water Quality ? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Q Type of Impacted Walerbody: (eq. Lake, Creek, Bay, Pond, Sound, Freshwater Wetland...) by the Town of Southold ? Yes No STATE. OF NEW YORK �-, p notary Public, State of Now or , U- COUNTY OF ........... SS No. 01 SU6185050 Qualified in Suffolk County <;L0J That I................. ................iW.;i-..-......................_............... being duly sworn, de94xes�luu 0My2tVfffig/0rlis We a�plicant for Pefmit, (Name of individual signing Document) Andthat he/she is the ......................................... .......... .... (Owner, Contractor, Agent, Corporate Offieer,ete.j ...•••••. ......•......•......... Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his wledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to beforeme this; O Z' 1 day of NPYe,— (� __ ....... , 20.1- Notary Public:..'............................................................................ ........ ... . (Signature of Applicant) ....... ..» -a Aucua rvnrrt: UO- "r6 r-1 UE Road 19 &09a 0 Telephone (631) 765-1802 V__ /12411 7Cr nrnn BLDG. DEPT I ` l;O'.INJV _ OF SOLTHOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. 5 Date: Company Name:` f' i G P1 C Name: �-I�1, c�77 .(2 License No.: __4A Sf q 0 Address:4 3 3/. d?.r v P_0; Phone No. � � 3 j q' - 3 3! ()'`- JOBSITE fNFORMATION: (*Indicates required information *Name: a( h �' *Address: 5 *Cross Street: *Phone No.: Permit No.: 7 G p TaxA4ap District: --9'7 1000 Section:_ . Block: I *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ff ff (Please Circle All That Apply) VJD IE UN 2 5 2013 D BLDG. DEPT. TOM OF SOUTHOLD "r4h0 *Is job ready for inspection: �� NO ou h In "Do -you need a Temp Certificate: �A 9 Final YES "U romp Information (if needed) 'Service Size: 1 Phase 3Phase 100 450 200 300 350400 Other 'New Service: Re -connect Underground Number of Meters Change of Service Overhead kdditionai Information: PAYMENT DUE WITH APPLICATION .824Request for Inspection Form Town Hall Annex .54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OF SQ1jpyof.. 0 4 Telephone (631) 765-1802 ro�er.dcheridi�O`wr .s0uigof tl.ny.us BUILDING DFTARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �z� �%a>;//� Date:��-/�� Company Name: //'7' Name- A License No.:-�.� dress: f �t/D one No.: JOBSITE INFORMATION: (1n6Gates required information) *Name: *Address: *Cross Street: `-Phone No.: Permit No.: Tax -Map District: 1000 Section: (� Block: Lot: .i *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *'Is job ready for inspection: YES / NO _ Rough In Final *Do -you need a Temp Certificate: YES ! NO l Temp Information (if -needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 301 .82=Request for Inspection Form 6 ja-D `I`3 ��•• 5 � A.,r-� -_ a"•'�,++�+o __ -' --- � -- _--���--=J-—'--'--,- -•--- - ---- --"-i -; -- S (\/•fid', -_T���==_F_=®UT�10_ _L®_ ._.�PRO_P�R�d'Y:� R��®_ �� CAR® I OWNER -r, ` __ - ',`-- - - .STREET . ,,. _ ,- VILLAGEek DIST: SUB. LOT_ -r Ars - L FORMER" OWN N`, - .•,-. _ :.: _ I�•:�-�., ;rE- � &A Sy'_ (.eK3 .GZ�G�efi'�/J f�-SYS %1CJ`�/ IS old... :. ; ,/�` -T, W w� _ TYPE OF BUILDING •• _ _...... ,IZ'J:= �" ci:t!i RES: ' ^`'' ' = "SEAS.. VL. FARM COMM. CB: MICS. Mkt. Value LAND ==, .='=. I Y, :; IMP:" TOTAL- DATE REMARKS ` f �•4�•0'-'0=• ;'�,� ; � ' —`� • - ' - �.0 O--G�I _ �-� i.'1 / G 6� � � 1�:-�;:�� f . Lo %` y�'Y.J�o� .. / o�/�� � � - , .- _U i 3:`7,OC7 18 o�s,s- Zla4 ;j 3bC7 8—c;0 D ! 1 1 -7 Yx `f�l'J� L t� / • i/ f%�`=�'(JY�Syr. Y) 0-w 4We /� -'c - L I ? O 1 5�� ''O ` O 0y �-(�� T( �� � �-. _ ,� Z� _ ro,N�U lru. e i �u KV i. (ZA s —!Aq7 P— 53 3 L. --R 5'7 �- 0 ✓ 7qv' i2� ti.Pc2 I Z-49 kti, M-0 n L_ i=cy UUo.� -moo- 0 15. - /-f _ 6) o76 AGE _ BUILDING CONDITLON I �{ Ol- L'i CL 1C� YiIC W'r - G :NEW .:• _:---NORMALI BELOW ABOVE pc (o1 �p7qq 4_ . in�tl-�I �0 i'l�� Vd' t TU SyY1- nb I:'FARM_ =, . ' _';: - _• + Acre - Value Per Acre Value- .-..--3(o ' D 3 2 �! ,,_ Tillable'. ` Woodland' :=_.== mss,• v` _-- 13 -. _ ;_ - FRONTAGE ON WATER FRONTAGE -ON ROAD �.# 3760 11! 1� Meadowland•_ ° DEPTH' i House .Plot, (, p -p BULKHEAD DOCK tip,t e r 7 �`r 1 � � #1� �. . gym--+.ems. . � ` .�■ ®O■®NS0®0 0 No MEN IMOEN ■ mom No�ME No No No 0 No��i No a����d' ,"'�'" �r R`�- �� �' 4=StE'+ a r .r , ; x "' I�®�������■■����■ ry • � 3 1 SII o ONONo 0®®® no ICY ■6� � MME M MR s Walls rt i .. ce e •• r s t ® ��• Recreation'•• '•• • •• O • r � tip,t °�.�iih' weX76. X l? Srt` COLOR .. TRIM... ®®eeeeeeeeeeeeeeeeeeeee®e®®e ;� -.a �. w eeeeeeee®eseeeeeesee■eeeeeeee � �=�= �. �, ®®eeeeseeeeeeeeeeeee eeee eCeeee®e®®eeeee - _ -� . eeeeeeeeeee® eeeee eeeeeeeeer�ee r eeeee eeeee - ■®®eeee�ee� ���� _ .:eee®®e®eee® M eeeeeee®e WIN No e�INo 4 WE x / fit. 7S *:7 .f '•.. F ®eeweeeeeeeeee lee eco®e®eee® Rw.:,. ��.�•' a��� t �-��.-� �e eeeee_eeee�eee�eeee� e �®®_�. �e eeeeeee eeeee eeeiieef�eeee®® :.. eeeeeee®ee®e ���eeeeeeeeeee eeeeeeeeeee® ' / , . , •- - eel eeeeeeeeee®e�� ecce®e eeeeeeeeeeeseeeeeeeee �eeeeeeeeeseeeeeeeeeee see® eeeeeee®eeeeeeeeeeeeeeeeeee x ® r i Lawrence M. Feeley, Jr a. r c h I t e c t 15 case court, sayville, n.y. 11782 tel. 631.589.6171 fax 631.218.9144 Imf_ra @yahoo.com January, 11, 2014 Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Attn: Michael J. Verity,- Chief Building Inspector Re: Proposed Wilson Barn / Cabana Mattituck, N.Y. 11952 SCTM 1000-106-8-20.5 Dear Mr. Verity: ---- '0 � D I JAN 2 8 2014 RLDG.DEPT. TOWN OF SOUTHOLD As requested, this letter is provided to record the addition of insulation to the envelope of the Wilson Barn / Cabana reconstruction at the above captioned location as. follows: 1. R-19 insulation has been added to the walls of the construction full height all around the construction. 2. R-30 insulation has been added to the roof construction from the eaves to the peak of the construction. 3. The structure does not have a heating plant at this point in time. These actions along with the installation of code compliant energy efficient mechanical heating and cooling plants at the time of installation will ensure that the requirements of the New York State Energy Conservation Code will be upheld. I trust that this letter will suffice to satisfy your requests. However, please feel free to call if you have any questions. Sincerely, p �/ X15 Ct/i *awrence M. F y, AJr., R.A t� �- a I. 16 Or ;:r;;' 114 `rT 1558c LMF:ImfT`b� Op NEEM L-Wilson-Southold_01-11-14.doc 3'. Southold Town Building Department q�s,OFFOIIrCOG P.O. Box 1179 a y� 53095 Main Rd 92 o_ Southold, New York 11971 y�y�l,ao�' (631) 765-1802 Parcel ID: 106.-8-20.5 Permit #: 37660 Permit Date: 11/29/2012 Expiration Date: 5/31/2014 BUILDING PERMIT RENEWAL LETTER Dated: 5/13/2015 Applicant: Wilson, Thomas & Wilson, Mary Location: 1785 Breakwater Rd, Mattituck Work Description: ACCESSORY MUST RENEW Construction of an New Accessory Structure; Garage, Cabana, Bar, Bath, Pergola, Storage, as applied for. A FEE OF $594.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Wilson, Thomas & Wilson, Mary Address: 1785 Breakwater Rd Mattituck, NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �O�guFFQltcoG� P.O. Box 1179 53095 Main Rd C* Southold New York 11971 �oy�� ��o��y (631) 765-1802 Parcel ID: 106.-8-20.5 Permit #,: .. 37660. Permit Date: 11/29/2012 Expiration Date: 5/31/2014 BUILDING PERMIT RENEWAL LETTER Dated: 5/13/2015 Applicant: Wilson, Thomas & Wilson, Mary Location: 1785 Breakwater Rd, Mattituck Work Description: ACCESSORY MUST RENEW Construction of an New Accessory Structure; Garage, Cabana, Bar, Bath, Pergola, Storage, as applied for. A FEE OF $594.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Wilson, Thomas & Wilson, Mary Address: 1785 Breakwater Rd Mattituck, NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 3 76 40 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: l' ^ g- I ate Reviewed: Applicant: �''`'�`'�"�- Owner: Architect/Bagieeev � Estimated Cos! SCTM# I000 - ) Ob 2 - 910 ► 5- Subdivision: Zone: 1\^ �o Conforming? Property Address: 17 City: /Ya Pre C.Os? Building Permits (Open/Expired): BP -Z / GO Z- , Info: BP -Z / Go Z- , Info: BP -Z / C/o Z- , Info: BP -Z /C/o Z- , Info: BP -Z / Go Z- , Info: Single & Separate Search Required? Y o N etermination: STOKIA // REQ. Lot Size: ACT. Lot Size: i o.) REQ. Lot Cova o ®% ACT: Lot Cov. . REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. 357 #4 ACT. Height Re cR , SeTH SI DES A C T Waterfront? Y oKN7 v V If yes, water body: `� Panel# Flood Zone: B."ulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED PLAN S (4) SIGNED, SE/ILED O SuP\/Ey -0� Suffolk County Health Ylr N - If yes, *Bed#: 0 *Date: Y/iX*.Permit#: 0- %-,�--0&.3Town SepticUYNl - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE -DEC 9an5 Y or11 V / Date: / /_ Permit #: or NJ Letter - Notes: Southold Trustees: Y or(0- Date: —/—/ Permit #: or NJ Letter - Notes: Southold ZBA: Y o N Date: / / Permit #: - Notes: Southold Planning: Y orNN ])ate: '/ /� Permit #: - Notes: _ Town Landmark C of A: Y oN TE: _/ /_ *NYS CODER CoNTKA<T-A02 .LICENst ISAB!LIry LIAB II -I Ty 1A/4d<:k�fEN; Notes: Fee Structure: Foundation: SF First Floor: 17TSSF Second Floor: SF Other: SF Total: �f SF mpliancE (page 2): Y or. N COM r'EAf,54T-10W 0k Calculation: � 7a o2 X L =� 10 8 , Y0 + Initial Fee: $ I -V 0 , d -0 + Additional Fee L_^): $ SFX$. _$ + Initial Fee: $ + Additional Fee (�: $ C of © FiEE� -5-0, 0,0r AS Bt1ILT FEE 'G� TOTAT,: � `a I y. o NEW YORK STATE CODE COMPLLANCE CHECKLIST CLIMATIC/GEOGRAPHIC-DESIGN CRITERIA: ' Ground Snow. Load: 20 Wind Speed; IZOMPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: I1 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGIIT/FIR:E AREA: TYPE: OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: YIN GIRDERS, YIN CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES, AND GRADE: Y/N WINDOW AND1 DOOR SCHEDULE: -MISS-LE TEST REQUIREMENTS: Y/N EGRES S 5.7 S.F.: Y/N ' LIGHT 8%: Y/N STENT 4 %: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS • OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FME PROTECTION EQUIPMENT: Y/N TRUSS DESIGN-. Y/N CERTIFICATION: Y/N ..ENERGY C.ALCS: YIN (RESCHOECK) TOTAL COMhLIENCE? Y/N (RETURN TO PAGE ONE) i • I 9 yA�.d ga24.. t0 th �RED ARCSa�:�p �C®lfori�th�+lts?s°Sect��lirnibed the pro, an Viith w FFF F� ' s' ° &ed in conn dnsent c+nai es n� st n9 `�� T ind�gd ��rk as jtris L tj to go uaa;; of th® Ptd v aaPTnf°'Q',BCf4`. on g;;8. at'a°r s, 1555 uS,T ge i�sP tlA Se jic se qTF of NEw y° VWater Lines; l'`t p# Health pelf • Advance, Su{�OIk Co 00, 48 Hours In Call852-51 o S�edule InsPect�onts}. LOT 31 LOT 10 -Ft I W, wELLLMG .-eV,d 808. 47' 00" E Lot 38 1 nine MG 1 ID80 GAL SA)Ut 8T81B1 UY RIt. AN81CN�i LOT 39 1 wELLMG 5� 3 LOT 40 i Lar 4Ougl OCT ZZ) 2n. CO. HFAI TP ..Qm LOT II LOT 12 WLA RENCE`IVt: kELEY, JR. PROJECT a r c h i t e c t 15 CASE COURT SAYVILLE, N.Y. 71782 631.589.6171 fax 631.216.9144 LOT 0 VACANT r R.IB50' L.3454' LOT 14 VACANT LOT 6 DARK BROWN LOAM OL BROWN SILTY SAND SM BROWN SANDY CLAY CL BROWN CLAYEY SAND SC PALE BROWN FINE SAND SP APPLICANT: MS. MARY LOU WILSON — GRADE (5(o.00) ADDRESS: 1185 BREAKWATER ROAD MATTITUCK, N.Y. 11952 — 0-51 PHONE: 631. 926.4441 3' 41 SUFFOLK COUNTY TAX MAP NUMBER: DISTRICT 1000 SECTION 106 BLOCK 8 LOT 20.5 NOTES: I. NO WATER ENCOUNTERED "1 AM FAMILIAR WITH THE STANDARDS FOR — 14' 2. �- LOCATION =APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM OF TEST HOLE FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT" — 20' V. LOT IS °uEtiM VACAIar �+T ITME T IM- 0134 1W1�11PllyA -`_—� X40 (M -b-) TEST HOLE TAKEN BY MC EXIST. ASPHALT) PAVER DRY WT DONALD GEOSCIENCE ON 11 02-02-2012 817E AREA, 719,94891 OF. (505 ACRES) EUILDMG AREA, FIRST FLOOR 3808 OF. SECOND FLOOR1550 SF. FIRST FLOOR DECK 1728 SF. 2ND FLOOR DECK 604 or. DARN FIRST FLOOR 1498 BF. EkARN ATTIC 963 8F. TOTAL, 10,221 SF. FAR. 0468 OR 4.1% WILSON BARN / CABANA 1785 BREAKWATER ROAD, MATTITUCK, N.Y. S . C. T. M . 1000-106-8-20.5 DRAWING AGENT FOR OWNER SIGNATURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR All DATE TOTAL "UM BEDROOMS EXPIRES THREE YEARS FROM D w� —maly" OF ST JYTNDILK CAOJNTY BIC, PAR TDi[I1 NT 011 BE, Aff PIfU BE, RVRCEg EXCAVA,T��IONNiy81��yI�+ . petcT7E�m- DuoFOR Slid AN i BY HEAI.TI� 'i9 09-18-12 SCDHS REVISIONS DATE PROJECT NO. 02-10-12 2011-30 DWG. N0, 2 A.. I of d &A-2 NOTES: I.) ALL COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM MUST 5E CLEARLY LABELED, IN A VISIBLE LOCATION, INDICATING THE MANUFACTURER OF SAID COMPONENTS. 2.) ALL CASTINGS AND CHIMNEYS TO BE SECURELY ATTACHED WITH MORTAR AND/OR DOWELS TO THE PRECAST SEWAGE DISPOSAL SYSTEM IN ORDER TO PREVENT SHIFTING OR DISPLACEMENT DURING BACKFILLING OPERATIONS. LAWRENCE M. FEELEY, JR. PROJECT a r c h 1 t a c t -1 5 CASE COURT SAYVILLE, N.Y. 71782 631.589.6171 fax 631.218.9144 WILSON BARN / CABANA 1785 BREAKWATER ROAD, MATTITLICK, N.Y. S. C.T. M . 1000-106-8-20.5 DRAWING c,- - 1QYllvll9d RLR Eff 5PTE AVE DlJd PTl-111LEZ' NOT TO SCALE Q09-18-12 SCDHS REVISIONS DATE PROJECT No. 06-18-12 2011-30 DWG. NO. 5A a of -FRED ARcy SEPTIC, TANK LEACHING POOL 1000 GAL 8'x 5' WIDE x 5' DEEP S' DIA. 12' DEEP PRECAST CONCRETE 4" DEEP PRECAST CONCRETE LEACHING S BOTTOM SLAB 4 8" DEEP PRECAST TOP POOLS 8" DEEP PRECAST TOP * ,� PROPOSED SLAB. CAST IRON FRAMES AND SLAB. CAST IRON FRAME AND =° BARN /CABANA FRESH AIR 24" DIA. LOCKABLE INSECT 24" DIA, LOCKABLE INSECT INTAKE PROOF COVERS. PROOF COVER. S'j 15589 .�.. — — — ONCRETE qTF OF NEW FFL EL. 55.80 CHIMNEYS EL. 56.0' INV. pz 0X EL. 54.20 -' �,, I DROP 'T' PITCH -M W - d PITCH I/a "/Ft MIN. � — � CLASS Ips"/FT MIN. : 2400, 4110 PIPE 'n ? 6" DIA <t APPROVED INV. PIPE EL. 53.40 INV. .31_, EL. 52.90 N INV. EL. 52.46 3" MIN. COLLAR .. OF CLEAN SAND :.. AND GRAVEL GROUNDWATER fi. 1 5" .14"THON AFT 2A IIPTA"" &A-2 NOTES: I.) ALL COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM MUST 5E CLEARLY LABELED, IN A VISIBLE LOCATION, INDICATING THE MANUFACTURER OF SAID COMPONENTS. 2.) ALL CASTINGS AND CHIMNEYS TO BE SECURELY ATTACHED WITH MORTAR AND/OR DOWELS TO THE PRECAST SEWAGE DISPOSAL SYSTEM IN ORDER TO PREVENT SHIFTING OR DISPLACEMENT DURING BACKFILLING OPERATIONS. LAWRENCE M. FEELEY, JR. PROJECT a r c h 1 t a c t -1 5 CASE COURT SAYVILLE, N.Y. 71782 631.589.6171 fax 631.218.9144 WILSON BARN / CABANA 1785 BREAKWATER ROAD, MATTITLICK, N.Y. S. C.T. M . 1000-106-8-20.5 DRAWING c,- - 1QYllvll9d RLR Eff 5PTE AVE DlJd PTl-111LEZ' NOT TO SCALE Q09-18-12 SCDHS REVISIONS DATE PROJECT No. 06-18-12 2011-30 DWG. NO. 5A a of II TT 11 T � I I �� IIII I LINE C= PERL,OLA OVER G A 11D A d`a A / Cu A R -k- Cu IF, E; "T 0 R A CIT L, P 1 1VJ FLOOR AREA: 14S& S.F. LAWRENCE M. FEELEY, JR. a r c h i t ® c t ` til 15 CASE COURT SAY�/ILLE, N.Y. 11782 631.589.6171 fax 631.218.9144 0 2' 4' 8' SCALE: 1/4"= P-0" PROJECT WILSON BARN / CABANA 1785 BREAKWATER ROAD, MATTITUCK, N.Y. S. C.T.M. 1000-106-8-20.5 I V15 5 J C i I I II �I I I i RS LA I I i I I I LINE OF PER'OLA 5ELOU I 6-25 4'• LN= OF ROO OVERHANG A 14'-G " A"T"TTC4 Ls1AN ZE FLOOR FLOOR AREA: ?63 5=. X-0' 11 2'-- 2'-5'r` 7._1113-4" 6'-2R ATT11C I I I I I 12"R 10�' �R. P— / 2"x6' LJ. Z 2. 10" R ^c etm e 16" O.C. / p 16" O.C. RED,q (S)b I 1 S�, 15589 zo'-po 4.. OF NEW �O OB B _ J— CR '.9 Cw 14 1 - DRAWING RI) Il�gDRDD D�I]d��D 11a If�QDQDIl� Il➢�\ 0 2' 4 8' SCALE: 1/4" = 1'-0" zi 09-18-12 SCDHS REVISIONS DATE PROJECT No. 08-18-12 2011-30 DWG. Nf, 1SO... .L.-1. O /R Of /L z� LOT 10 Z z x DWELLING USES PUBLIC WATER 1-9 S 88'47'00" E Inm CHAIN LINK FENCE C. Mme^ WOOD FENCE WOOD -FENCE OSS- 0.2 W' 0.8'S. O.L.E./W. LCE � z Z i x O J 0 O U1 y G03'� L DDr L S 7 - Uri Urr1 a s 0 r T (n r� o�� z �" C4 CO at'iO CA oor-tA O SUBDIVISION MAP OF "SUNSET KNOLLS" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JANUARY 5, 1968 AS FILE No. 5023 0* LEACHING POOL TANK �O• LOT 15 LOT 1s VACANT STANLEY ROAD LOT 17 5. WOOD FENCE FOUND NG z x CONC. MON. FEN0.2'SE USES D UBLIC WA7ER VACANT F m c o w y WOOD FENCE Fm l 442.40' 2 0 :Q � ` •„• . • _CONC. SLAB�' x 55.5 I ° FOR GENERATOR -e • . lao FENCE 50.7 ; O.LN. W. 0.0 ° I ' 9.1'W. x • 2.5 :a•, 5 '`� 55.8 •: . `.. .' :.:. .. •. • : a .. :^ :.a . 44.4' .' �NPY • •!• ••�•�., ;•• - d: � •• .• .. Ft a . . •. ••. 4. S1ONE D " • e •• • • .a .. • • ! ., •• • • . 4 • ..•• .. ..'• • • •' • ': • •••e. .. 49.5 CA w • : e '° • . ' • •• •. a r I- ' ASPHALT DRNEWAY '• e • • ' .v •. • a• . • .. • • • .. •• . , :' • ... • .. .. d • .. O FRAME d ••..' • ... a c. 49.4 4 • • (� GARAGE do CABANA 1P 53.3 a .• CONC. PAVER ..: •.a .•pf •. a_ e,� •q.- v •. : ''•• .•. •A APRON TYP. 'w �° • .,• ••' ° .a. OR ° d • ,g .. W �$`0 320534 : •••. : �• . a. + 47/ d. W 0 .,t 53.4 F FL. / �', : •• d '. a •. • e as o > 3" 44.4' 55.8 WATER UNE _ w AOATER LINE CaA • ' qs ® • • / O �_ W w w w W A'O C p Ary • 44e:1 rI ' r d ' ROOF OVER GRASS ,o N 5.0 _ w �W w W � W W *DOD � W � W ��f 5' TYp IM • � �� /�� Z 5EP5 X0.2 3�� .: •''' ` ` � � o W @OXA�L .. a • • FIRE10 P cotkc- S1Ep5 �p T W W St 000 51.9 0� R p� FIyS x _O CON PA p K 8.fi ESSPW`_ •' ^� :.•. / A o I Gs r �' off$ ./s P b : /' .• ,�. 1 o � 53.9 g 1 J I I I I - I I I� i I LA I C) 'o I � I CE 53.9 0.2'S. 0.5'E' WOOD FENCE F0UN0 s. CONS p3 NCE 0.2 1.3'S. STOCKADE FENCE N 88'47'00" 1N IVA �Q ILA_ LOT �1 f m •�O 26.5' � a L ocNO cCO N � 5 FOR F4C 42.9 DWELLING USES PUBLIC WATER LOTH tr WOOD 6.6'N. 1 680.72' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 510Nf '9 • '/. •'••• ' :,•• ", x 45.8 ti� i S • i • d V AV d :: _ ... POLE r CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. LOT 11 0 LOT 12 LOT 13 z Z = z x LOT 14 x DWELLING USES PUBLIC WATER z DWELLING VACANT i mus ES PUBLIC WATER vo 1 0 _ co Y � 'f �' VACANT 406.40' HAIN LINK FENCE S 85'39' p" E 53 7 0* LEACHING POOL TANK �O• LOT 15 LOT 1s VACANT STANLEY ROAD LOT 17 5. WOOD FENCE FOUND NG z x CONC. MON. FEN0.2'SE USES D UBLIC WA7ER VACANT F m c o w y WOOD FENCE Fm l 442.40' 2 0 :Q � ` •„• . • _CONC. SLAB�' x 55.5 I ° FOR GENERATOR -e • . lao FENCE 50.7 ; O.LN. W. 0.0 ° I ' 9.1'W. x • 2.5 :a•, 5 '`� 55.8 •: . `.. .' :.:. .. •. • : a .. :^ :.a . 44.4' .' �NPY • •!• ••�•�., ;•• - d: � •• .• .. Ft a . . •. ••. 4. S1ONE D " • e •• • • .a .. • • ! ., •• • • . 4 • ..•• .. ..'• • • •' • ': • •••e. .. 49.5 CA w • : e '° • . ' • •• •. a r I- ' ASPHALT DRNEWAY '• e • • ' .v •. • a• . • .. • • • .. •• . , :' • ... • .. .. d • .. O FRAME d ••..' • ... a c. 49.4 4 • • (� GARAGE do CABANA 1P 53.3 a .• CONC. PAVER ..: •.a .•pf •. a_ e,� •q.- v •. : ''•• .•. •A APRON TYP. 'w �° • .,• ••' ° .a. OR ° d • ,g .. W �$`0 320534 : •••. : �• . a. + 47/ d. W 0 .,t 53.4 F FL. / �', : •• d '. a •. • e as o > 3" 44.4' 55.8 WATER UNE _ w AOATER LINE CaA • ' qs ® • • / O �_ W w w w W A'O C p Ary • 44e:1 rI ' r d ' ROOF OVER GRASS ,o N 5.0 _ w �W w W � W W *DOD � W � W ��f 5' TYp IM • � �� /�� Z 5EP5 X0.2 3�� .: •''' ` ` � � o W @OXA�L .. a • • FIRE10 P cotkc- S1Ep5 �p T W W St 000 51.9 0� R p� FIyS x _O CON PA p K 8.fi ESSPW`_ •' ^� :.•. / A o I Gs r �' off$ ./s P b : /' .• ,�. 1 o � 53.9 g 1 J I I I I - I I I� i I LA I C) 'o I � I CE 53.9 0.2'S. 0.5'E' WOOD FENCE F0UN0 s. CONS p3 NCE 0.2 1.3'S. STOCKADE FENCE N 88'47'00" 1N IVA �Q ILA_ LOT �1 f m •�O 26.5' � a L ocNO cCO N � 5 FOR F4C 42.9 DWELLING USES PUBLIC WATER LOTH tr WOOD 6.6'N. 1 680.72' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 510Nf '9 • '/. •'••• ' :,•• ", x 45.8 ti� i S • i • d V AV d :: _ ... POLE r CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. d� ,C� SURVEY OF 3 WILSON PROPERTY LOT 1 MAP FOR y ANTHONY DRIS & HELEN DRIS NN < FILE No. 8995 FILED SEPTEMBER 11, 1990 SETSITUATE REBAR 42.0 MATTITUCK /2 .44.1 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-106-08-20.5 SCALE 1 "=30' MAY 16, 2012 OCTOBER 19, 2012 REVISE NOTES . SEPTEMBER 6, 2013 FINAL SURVEY___.- AREA = 219,945 sq. ;ft, 5.049 ac. s NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D..1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: -20.0 2. REFER TO FILED MAP FOR TEST HOLE DATA. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. �0 ° tJ Y Y.S. Lic. No. 50467 SUS". ; Nathan Taft Corwin III Lancs Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 O 6 � L C MCO LL. _ co Y � 'f �' c:l rs,m 4, LL 0L` ' ` G n L W U � . a 0 cc V+ ; CC nZ ui 0 Y, , .> M �' r o' CT_ CEJ Cl G:) p U- Y7 v y+ c': n N ID La n d� ,C� SURVEY OF 3 WILSON PROPERTY LOT 1 MAP FOR y ANTHONY DRIS & HELEN DRIS NN < FILE No. 8995 FILED SEPTEMBER 11, 1990 SETSITUATE REBAR 42.0 MATTITUCK /2 .44.1 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-106-08-20.5 SCALE 1 "=30' MAY 16, 2012 OCTOBER 19, 2012 REVISE NOTES . SEPTEMBER 6, 2013 FINAL SURVEY___.- AREA = 219,945 sq. ;ft, 5.049 ac. s NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D..1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: -20.0 2. REFER TO FILED MAP FOR TEST HOLE DATA. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. �0 ° tJ Y Y.S. Lic. No. 50467 SUS". ; Nathan Taft Corwin III Lancs Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 PLUi�ISER CERTIFICATION PLUMBING ON LEAD CONTENT BEFORE ALL PLUMBING WASTE CERTIFICATE OF OCCUPANCY & WATER LINES NEED TESTING BEFORE COVERING SOLDER USED IN WATER 4" 4" (o'-24" SUCEED 2/10 DF 1 PPLYSYSTEPvf CANNOT I)ZA CR 125 1 14 CR 125 — L _ T T I i l l 0 0 1 `3'-2" 1 1 1 I _ I COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED SO D TOWN ZB SOUTHOLD 1 P(.AN( IXIO,A� y a r c h i t e c t u r e SOUT, �DTOWN ' Ti''9al: t ..S. DEQ ED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 NOTE: SEE PLANS FOR LOCATIONS OF USE. NOT ALL ITEMS LISTED ARE UTILIZED ON EACH PROJECT. OF THE TOWN CODE. ate,, 1 Ids' I OCCUPANCY OR �.�a e20FT IED 59 15. I �� -1140 I USE IS UNLAWFUL Dr?T:1j-`j�j�.P 3� 0 OF NOW ST N WITHOUT CERTIFICAT '_ �: g_-%0 BY: _ - 2 n IR m I NOTIFY . ` A 81J!LD! u Cc:'� � 1 - OF OCCUPANCY C�Y 765-1802 ,`��, til;-I-h�f,�NT AT L.i ��_ + . , �.�•� �. � � •� 8 F,NI TO t PiJ FO,, THE 1 FOLLU,1I INSPECTION IS: La 1. FO!JNDATION - T�A,!d FlEQUIR- D4 s POU QED Cdi;CRET[: 4 I 5.. 3.. 2. F"UGH - FR,nM!ING 8, PLUr-_ %,'31 C 4" I I 4 -98 12 28 12 -23.. 5..8 4'-98 3. I1' :IJLATIOINI 4 BF 'tCOMIPLETE'CF' CJ0. T I MUST A T IT ALL ONSTRLCiiDIN S ',I L ta;EET THE L OWNER CHANGE 09-1a-12 II II I (I I I I I I I I I I I I I I I REOL ;RE/Et T S OF THE-- CODES OF NC_�'V S To h4 G— —YORk STATE. NO -l' f;FSPONK"LE -CR DO NOT PROCEED WITHD NdCdt','�',TRUCTICtl ERROR& FRAP LING UNTIL SURVEY A5OVE. CR 125 OFFCUNDATION LOCATIO " CR 125 (3)1 3/4" x II 1/0° M,L. GONT. 2 A.1 A. IT ITq,4IID E� ',�. 1 � )-N � F"0 FLOOR AREA: 9&3 $.F, 0 2' 4' 8' SCALE: 1/4" = 1'-0" EXISTING WALL TO REMAIN EXISTING WALL TO 5E R€I"fOV€D NEW INSULATED WOOD FRAME WALL - - NEW UNINSULATED WOOD FRAME WALL EXISTING DOOR NEW DOOR ��Illl�l���llfl C ± H II II I I I I II I I I I c PF Ri 4 Ri Il ll lJ lJ I1 IJ IJ IJ IJ LINE OF FF-5G0LA ER WtTF_1!�,5 I fV -TQ FT, 14 B D v 'ec q pj� v,/i1�C--< 0 L -L I IL � CvAi" AI / N IRA, V4 -------------- --------- 9'-2" m' -m" WIDE x 8'-0" HT. OVRIND. DOOR B V -- 0 GFI 11r o _ d w - II�__ 5T®i'AC:T11�-- ZQ(s; 3m 6- - — I - I 3'A 1 1 1 �- ;a: I I I G A 5 A N A fFL:LJ L 8' - S" F 0 PATI -I 3m I F l G A fR 4 G E lz_\; F;� F) 6 T 0 A G E 14" DEEF TJ 560 F.J. e 12" O. C. IS) 10'-0" WIDE x 8'-0" HT. OVRHD. DOOIR "3)1 3/4" x 11 1/8" H,L. CONT. ABO 34'- 1 4'- -I— _ HAS Br=cN �r PROVED. � U CO LU W :3 U_ ® O r- r-0% . U �O 00 COCV W-� , y-, 10 � U� =-0 zr— �." X U W �-- 3 p ry project title: O PROPOSED BARN 3m for the Z ° rC WILSON x 4 RESIDENCE 17 m� -. 3m m MATTITUCK, N.Y. drawing title: Qa1-11L7Dl_�.111k. (Y I _ 6 drawn by: checked by: ol Lt -IF SCS date: scale: LP 10-01-12 4,1� N0TFp Odrawing number: A 3m o of STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED FLOOR AREA: 149ro PROFESSIONAL. WHERE SUCH ALTERATIONS S.F. j` b rJ j� a 2� 4� 81 ARE MADE THE LICENSED PROFESSIONAL I FLo(/, * MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. SCALE: 1/4" = F-0" ref, no.: 2011-25 HOLD DOWN SCHEDULE SYM. CAT. NO. CAPACITY REMARKS MANUFACTURER OA LSTHD3RJ 4065 CAST IN PLACE SIMPSON STRONG–TIE OB HDU5 SD52.5 (4065#) 4065 (SPF/HF) EPDXY SET ANCHOR SIMPSON STRONG–TIE O HDQ8SDS3 5495 (SPF/HF) EPDXY SET ANCHOR SIMPSON STRONG–TIE OD SW16x7x4 WOOD SHEARWALL 2695 EPDXY SET ANCHOR SIMPSON STRONG–TIE OE DTT2Z SDS2.5 (8) 2105 (SPF/HF) EPDXY SET ANCHOR SIMPSON STRONG–TIE O (2)SDS 1/4x3 345 PULL SPACE AT 6" O.C. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED SO D TOWN ZB SOUTHOLD 1 P(.AN( IXIO,A� y a r c h i t e c t u r e SOUT, �DTOWN ' Ti''9al: t ..S. DEQ ED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 NOTE: SEE PLANS FOR LOCATIONS OF USE. NOT ALL ITEMS LISTED ARE UTILIZED ON EACH PROJECT. OF THE TOWN CODE. ate,, 1 Ids' I OCCUPANCY OR �.�a e20FT IED 59 15. I �� -1140 I USE IS UNLAWFUL Dr?T:1j-`j�j�.P 3� 0 OF NOW ST N WITHOUT CERTIFICAT '_ �: g_-%0 BY: _ - 2 n IR m I NOTIFY . ` A 81J!LD! u Cc:'� � 1 - OF OCCUPANCY C�Y 765-1802 ,`��, til;-I-h�f,�NT AT L.i ��_ + . , �.�•� �. � � •� 8 F,NI TO t PiJ FO,, THE 1 FOLLU,1I INSPECTION IS: La 1. FO!JNDATION - T�A,!d FlEQUIR- D4 s POU QED Cdi;CRET[: 4 I 5.. 3.. 2. F"UGH - FR,nM!ING 8, PLUr-_ %,'31 C 4" I I 4 -98 12 28 12 -23.. 5..8 4'-98 3. I1' :IJLATIOINI 4 BF 'tCOMIPLETE'CF' CJ0. T I MUST A T IT ALL ONSTRLCiiDIN S ',I L ta;EET THE L OWNER CHANGE 09-1a-12 II II I (I I I I I I I I I I I I I I I REOL ;RE/Et T S OF THE-- CODES OF NC_�'V S To h4 G— —YORk STATE. NO -l' f;FSPONK"LE -CR DO NOT PROCEED WITHD NdCdt','�',TRUCTICtl ERROR& FRAP LING UNTIL SURVEY A5OVE. CR 125 OFFCUNDATION LOCATIO " CR 125 (3)1 3/4" x II 1/0° M,L. GONT. 2 A.1 A. IT ITq,4IID E� ',�. 1 � )-N � F"0 FLOOR AREA: 9&3 $.F, 0 2' 4' 8' SCALE: 1/4" = 1'-0" EXISTING WALL TO REMAIN EXISTING WALL TO 5E R€I"fOV€D NEW INSULATED WOOD FRAME WALL - - NEW UNINSULATED WOOD FRAME WALL EXISTING DOOR NEW DOOR ��Illl�l���llfl C ± H II II I I I I II I I I I c PF Ri 4 Ri Il ll lJ lJ I1 IJ IJ IJ IJ LINE OF FF-5G0LA ER WtTF_1!�,5 I fV -TQ FT, 14 B D v 'ec q pj� v,/i1�C--< 0 L -L I IL � CvAi" AI / N IRA, V4 -------------- --------- 9'-2" m' -m" WIDE x 8'-0" HT. OVRIND. DOOR B V -- 0 GFI 11r o _ d w - II�__ 5T®i'AC:T11�-- ZQ(s; 3m 6- - — I - I 3'A 1 1 1 �- ;a: I I I G A 5 A N A fFL:LJ L 8' - S" F 0 PATI -I 3m I F l G A fR 4 G E lz_\; F;� F) 6 T 0 A G E 14" DEEF TJ 560 F.J. e 12" O. C. IS) 10'-0" WIDE x 8'-0" HT. OVRHD. DOOIR "3)1 3/4" x 11 1/8" H,L. CONT. ABO 34'- 1 4'- -I— _ HAS Br=cN �r PROVED. � U CO LU W :3 U_ ® O r- r-0% . U �O 00 COCV W-� , y-, 10 � U� =-0 zr— �." X U W �-- 3 p ry project title: O PROPOSED BARN 3m for the Z ° rC WILSON x 4 RESIDENCE 17 m� -. 3m m MATTITUCK, N.Y. drawing title: Qa1-11L7Dl_�.111k. (Y I _ 6 drawn by: checked by: ol Lt -IF SCS date: scale: LP 10-01-12 4,1� N0TFp Odrawing number: A 3m o of STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED FLOOR AREA: 149ro PROFESSIONAL. WHERE SUCH ALTERATIONS S.F. j` b rJ j� a 2� 4� 81 ARE MADE THE LICENSED PROFESSIONAL I FLo(/, * MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. SCALE: 1/4" = F-0" ref, no.: 2011-25 PERGOLA WITH 4" x 12" MAIN _G-LRDER15 WITl4 CONCEALED PINTLE HANGERS FOR GROSS BEAMS AND FORMED OUTRIGGERS, 2" x /o" TOP FRAMERS AT 1(o" O.C. DESIGNER GARAGE DOORS WITH CASING AND TEMPERED GLASS TRANSOM TYP. Ifl 111i11111111111111 COR -A -VENT RIDGE WITH ASPHALT SHINGLE OVER AZEK FASCIA AND FRIEZE BOARD, BEADED SOFFIT WITH GONT. VENT �_� ,4ND TRIM TYP. HARD I -PLANK —���SIDINCz WITH CORNER BOARDS CASEMENT WINDOW WITH AZEK CASING AZEK BASE TRIM WITH COPPER CAP FLASHING ON WATER TABLE TRIM CONT. T'I'P i -1 ----------------L -----------------� FO NDATI�.CONC. FOUNDATION ANp ------------------------- ----- �----------------� FOOTING COUNTER FRONT PANELS ANDNEW 12" SQ. P. GONG. PEDESTAL FOOTINGS OVERHEAD DOOR TO MATCH WITH STONE FACING AND BLUESTONE GAPS, 12" DESIGN OF GARAGE DOORS DIA. FIBERGLASS COLUMNS WITH CAP AND BASE SST THREADED ROD ANCHORS AND 1 �� PLATES 1 A.2 0 2' 4' 8' 1® ® 1 AZEK FASCIA AND FRIEZE BOARD, BEADED SOFFIT WITH CONT. VENT AND TRIM TTP. HARDI -PLANK SIDING WITH CASEMENT WINDOW CORNER BOARDS WITH AZEK CASING (o" HEIGHT STEPPED SHEET 12 METAL FLASHING AZEK FASCIA AND FRIEZE BOARD, BEADED SOFFIT WITH CONT. VENT AND TRIM TYP. _ HARD[ -PLANK SIDING WITH CORNER BOARDS AWNING WINDOW WITH AZEK CASING AZEK BASE T WITH COI=PE FLASHING O WATER TAB I CONT. TYP COR -A -VENT RIDGE WITH ASPHALT SHINGLE --OVE1:Z-- AZEK FASCIA AND FRIEZE BOARD, 5 BEADED SOFFIT WITH CONT. VENT AND TRIM TTP. DESIGNER GARAGE DOORS WITH CASING AND TEMPERED GLASS TRANSOM TYP. PERGOLA WITH 4" x 12" MAIN GIRDERS WITH CONCEALED PINTLE HANGERS FOR GROSS BEAMS AND FORMED OUTRIGGERS, 2" x /o" TOP FRAMERS AT 16" O.C. f e e I e y a r c h I t e c t u r e seal: e���ERED qR 15589 TF Off!' OF NEW /1\ I OWNER CHANGE I0g-IS-12 _J U � 44�1' LU LU 0 C o >: (> 'C' •® ® cf) Z LU () ` ^ r U ° U a) LU 0 project title: PROPOSED BARN for the WILSON RESIDENCE MATTITUCK, N.Y. drawing title: Q'A .D"AN A. drawn by: checked by: L> IF _ 5C.� date: scale: I0-01-12 45 NOTED I I drawing number: EXIST[NG P. GONG, FOUNDATION AND FL FOOTING--------------------------------------------� L---1 Q� of 2 A.2 A"TEQDN 0 2, 4' 8' 1 In SCALE: 1/4" = 1'-0" STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011-25 L E G E N D SYMBOL DESCRIPTION MANU. / CAT. N0. - SWITCH HUBBEL OR EQUAL THREE WAY SWITCH HUBBEL OR EQUAL V FOUR WAY SWITCH HUBBEL OR EQUAL 4) DIMMER SWITCH HUBBEL OR EQUAL 77' DUPLEX OUTLET HUBBEL OR EQUAL �GFI GROUND FAULT INTERRUPT OUTLET HUBBEL OR EQUAL WP WATER PROOF OUTLET (GFI) HUBBEL OR EQUAL HALF SWITCHED OUTLET HUBBEL OR EQUAL ® 220 V OUTLET HUBBEL OR EQUAL •• FLOOR OUTLET / FLUSH BRASS PLUGS HUBBEL OR EQUAL - F EXHAUST FAN (DUCTED TO EXTERIOR) JO JUNCTION BOX -- OB DOOR BELL SIDING WITH O SMOKE DETECTOR W/ LIGHT TV CABLE TELEVISION OUTLET ® VACUUM OUTLET ® TELEPHONE OUTLET F---1 LP ELECTRICAL PANEL SURFACE MOUNTED FIXTURE O RECESSED HI—HAT (L.V.=LOW VOLTAGE CASEMENT WINDOW O VP VAPOR PROOF INCANDESCENT FIXTURE 0 TRACK LIGHTING (#=NO. of FIXTURES) WALL MOUNTED INCANDESCENT FIXTURE �---� FLUORESCENT STRIP FIXTURE UNDER CABINET FLUORESCENT FIXTURE ®®®®® EXPOSED BULB INCANDESCENT FIXTURE ` WALL SCONCE THERMOSTAT WITH AZEK CASING ® SUPPLY DUCT RETURN DUCT KICK SPACE HEATER ® FLOOR REGISTER 0 or ® CEILING DIFFUSER — — LINE OF DUCTWORK or RETURN ACOUSTICAL PANEL CEILING AND GRID WALL MOUNTED DIFFUSER KEYPAD LOCK WITH ELECTRIC STRIKE —.— — LINE OF BASEBOARD COR -A -VENT RIDGE WITH ASPHALT SHINGLE - OVER 1 A.3 CASEMENT WINDOW WITH AZEK CASING A: PERGOLA WITH 4" x 1211r; MAIN GIRDERS WITH CONCEALED PINTLE HANGERS FOR CROSS BEAMS AND FORMED OUTRIGGERS, 2" x 6" TOP FRAMERS AT 16" O.C. 1 11 NEW 12" SQ. P. CONC. PEDESTAL FOOTINGS I— — — J WITH STONE FACING AND BLUESTONE CAPS, 12" DIA. FIBERGLASS COLUMNS WITH GAP AND BASE SST THREADED ROD ANCHORS AND PLATES 2 A.3 GOR -4 -VENT RIDGE WITH ASPHALT SHINGLE OVER AZEK FASCIA AND FRIEZE BOARD, 5 BEADED SOFFIT WITH CONT. VENT AND TRIM TYP. 41 A. 15 El 7, /L IT H 0 17 HARD II -PLANK SIDING WITH CORNER BOARDS AWNING WINDOW WITH AZEK CASING AZEK : ASE TRIM WIT O PER GAP FL H N ON WA BLE TRIM CO P Ilk EXISTING P. CONC. FOUNDATION AND FOOTING 0 2' 4' 8' 11® 11 9=3 SCALE: 1/4" = P-0" • s f e e I e y a r c hi t e c t u r e seal: /I\ I OWNER CHANGE I 09 -IS -12 117-10; AZEK FASCIA AND - FRIEZE BOARD, BEADED SOFFIT LU V — UJ 4) � r-01 WITH CONT. VENT 13 0 NO C6 AND TRIM TYP. W 0 `�� U a) c2 U ® w 0 HARD I - PLANK - -- SIDING WITH CORNER OA R ER B RDS ` CASEMENT WINDOW <*` ` WITH AZEK CASING AZEK BASE TRIM WITH COPPER GAP FLASHING ON WATER TABLE TRIM CONT. TYP — — - — — _ I I EXISTING P. CONC. m ---------- --------------------------------------------- FOUNDATION AND - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FOOTING DESIGNER GARAGE DOORS WITH CASING AND TEMPERED GLASS /—� TRANSOM TYP, 1 A.3 CASEMENT WINDOW WITH AZEK CASING A: PERGOLA WITH 4" x 1211r; MAIN GIRDERS WITH CONCEALED PINTLE HANGERS FOR CROSS BEAMS AND FORMED OUTRIGGERS, 2" x 6" TOP FRAMERS AT 16" O.C. 1 11 NEW 12" SQ. P. CONC. PEDESTAL FOOTINGS I— — — J WITH STONE FACING AND BLUESTONE CAPS, 12" DIA. FIBERGLASS COLUMNS WITH GAP AND BASE SST THREADED ROD ANCHORS AND PLATES 2 A.3 GOR -4 -VENT RIDGE WITH ASPHALT SHINGLE OVER AZEK FASCIA AND FRIEZE BOARD, 5 BEADED SOFFIT WITH CONT. VENT AND TRIM TYP. 41 A. 15 El 7, /L IT H 0 17 HARD II -PLANK SIDING WITH CORNER BOARDS AWNING WINDOW WITH AZEK CASING AZEK : ASE TRIM WIT O PER GAP FL H N ON WA BLE TRIM CO P Ilk EXISTING P. CONC. FOUNDATION AND FOOTING 0 2' 4' 8' 11® 11 9=3 SCALE: 1/4" = P-0" • s f e e I e y a r c hi t e c t u r e seal: /I\ I OWNER CHANGE I 09 -IS -12 117-10; LU V 00 r- UJ 4) � r-01 13 0 NO C6 W 0 `�� U a) c2 U ® w 0 project title: PROPOSED BARN for the WILSON RESIDENCE MATTITUCK, N.Y. drawing title: Q"1uD"'k.NA. drawn by: checked by: L1 IF SCS date: scale: 10-01-12 46 NOTEU drawing number: o Q.D of STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011-25 4"VENT EXTENSION 12" MIN, ABOVE ROOF LINE TYPICAL ROOF 3"X4" INCRE,45€R TYP. 100SECOND FLOOR 2" 211 r 1/2" S �01 1/2" 3" F.A.I. 3 i WG (— FIRST FLOOR 3 A.1 4" 4.1 3.. 2.. Iio MIS C.D. T T 4"X.H.C.I. HOUSE SAN. DRAIN 1/4" SLOPE MIN. 4" 4 H.T. CONNECT . TO SCDHS APPROVED SANITARY SYSTEM llD1JAJAV`ll1JDllQTr ll%NH4 In IN111QU11% 11V11 N.T.S. 2010 -CODE DESIGN CRITERIA GROUND SNOW LOAD: 20 psf R301.5 FLOOR LIVE LOAD: 30 PSF (BEDROOMS) TABLE R301.5 40 PSF (OTHER THAN SLEEPING) 60 PSF (EXTERIOR BALCONIES) 20 PSF (ATTICS WITH LIMITED STORAGE) 10 PSF (ATTICS WITHOUT STORAGE) 40 PSF (DECKS AND STAIRS) DEAD LOADS: R301.4 ROOF OPEN FRAMING) 12 PSF ROOF (CATHEDRAL) 17 PSF EXTERIOR WALLS (2x4) 11 PSF EXTERIOR WALLS (2x6) 12 PSF INTERIOR WALLS (2x4) 9 PSF INTERIOR WALLS (2x6) 12 PSF FLOOR (TILE FLOOR) 16 PSF (THIN SET) FLOOR FLOOR) 33 PSF (MUD SET) FLOOR �TILE HRDWD. FLOOR) 12 PSF BASIC WIND SPEED: 120 MPH (3 SECOND GUST) FIG. R301.2(4) SEISMIC DESIGN CATEGORY: C (AS DETERMINED BY CODE OFFICIAL) R301.2.2.1 WEATHERING PROBABILITY: SEVERE FIG. R301.2(3) FROST LINE DEPTH 3'-0" AHJ TERMITE PROBABILITY: MODERATE TO HEAVY FIG. R301.2(6) DECAY PROBABILITY: SLIGHT TO MODERATE FIG. R301.2(7) CLIMATE ZONE 4 TABLE N1101.4 ICE SHIELD UNDERLAYMENT REQUIRED AHJ FLOOD HAZARD NO AHJ AIR FREEZING INDEX 510 TABLE R403.3(1) USE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE HEIGHT AND FIRE AREA: 2 STORY 5356 S.F. CONSTRUCTION TYPE: Vb 2" X 6" PRE-ENGINEERED WOOD TRUSSES WITH GOR -A -VENT RIDGE WITH CONT BRACE AND CROSS BRACING AS ASPHALT SHINGLE OVER RECOMMENDED BY THE TPI AND MANUFACTURER, 3/4" EXT. GR. PLYWOOD, 30" FELT, ICE AND WATER514IELD AT PERII"1ETERS TO CODE AND 2"X 6" COLLAR TIES AT ASPHALT ARCHITECTURAL SHINGLES TO MATCH RESIDENCE TYP. 16" O.G. PERGOLA WITH 4" x 12"12 MAIN GIRDERS WITH 5 CONCEALED PINTLE HANGERS FOR CROSS BEAMS AND FORMED_ OUTRIGGERS, 2" x 6" TOPI' FRAMERS AT 16" D.G. n— rti n—+�- n n —n- n —n- n BLUESTONE PERGOLA PLATFORM WITH 2" TH. BLUESTONE FIINI5H PITCH AWAY FROM BUILDING AT FT. MAX.. F. ® 1I NEW 12" 5Q, P. CONC. LI PEDESTAL FOOTINGS L _ — J WITH STONE FACING AND BLUESTONE CAPS, 12" DIA. FIBERGLASS COLUMNS WITH CAP AND BASE 56T THREADED ROD ANCHORS AND PLATES AA (EL b1.0) 5 88° 47' 00" E ----- Ck Q) 1 1 1 CaIl'aCD55 2�11QP?P ACDF (EL bbb) (EL 55A) (EL. 55,8) RECONSTRUCTED T H. 1 1/2 STORY BARN (F -L 156.0 d-) STRUCTURE / CABANA $ PERGOLA (EL- (EL EL(EL 55A) >CISTINCz WEJ `, 1 1 �1 �1 (0- b3.9) N 00' 47' 00" W M N EXIST, IN-GROUN 5WIM1" 11NG POOL 14" DP. TJ[ FLOOR JOISTS AT 16" O.G. WITH CROSS BRIDGING AND V MIN. SPANDREL E- 5 T 0 fR A(fi E �AZEK FASCIA ON - ROUG441, X -&L ROU•TH — FASCIA, AZEK FRIEZE BOARD, BEADED SOFFIT ON 2" x 4" FRAMING WITH CONT. VENT AND TRIM TYP. TYP. WALL= HARDI-PLANK SIDING OVER TYVEK, e" EXT. GR. PLYWD., R-21 INSULATION, 2" X 6" STUDS AT 16" O.C, AND g" GYP BIRD. (PAINT) 55T TITEN HD ANCHOR BOLTS SET IN EPDXY TYP. 0 2' 4' 8' 13 EM SCALE: 1/4" = 1'-0" oP+����1.1VTilelld 1(y ll�QUd-1lll.0 406.40'39 s — E 85" 00,, � L� ��, _ — 442.40' (EL b1.0) �9 h Q NOTE: (1110 SEE SITE SURVEY FOR ASPHALT EXIST. 2 DRIVEWAY, SITE PAVERS, GAZEB STORY AND POND EXTENT AND LOCATI N. RESIDENCE (EL bbl) Yp i b Pb 33 EXIST, 8 WOOD DECK d tiN(SJ �p p� co 680.12' (EL. 43.0) NOTE: ADJOINING PROPERTIES WITHIN 150' OF PROPERTY LINES ARE �!�� SERVICED BY PUBLIC WATER_ ■ m SITE AREA: BUILDING AREA: FIRST FLOOR SECOND FLOOR FIRST FLOOR DECK 2ND FLOOR DECK BARN FIRST FLOOR BARN ATTIC 219,946.91 S.F. (5.05 ACRES) 3806 S.F. 1550 S.F. 1728 S.F. 684 S.F. 1496 S.F. 963 S.F. TOTAL: 10,227 S.F. F.A.R. .0465 OR 4.7% f e e I e y a r c h I t e c t u r e seal: OWNER CHANGE 09-18-12 - V 0 LLJ tz- r•-- ® Or—�(> LL CO 04 . r— w v-�� U LO %0 z.� x ,w project title: PROPOSED BARN for the WILSON RESIDENCE MATTITUCK, N.Y. drawing title: IDAILa-IZLIY QQA .�DAL 1' �A-L drawn by: checked by: Lt'°F SCS date: scale: 10-01-12 A5 NOTED drawing number: I- aof STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011-25 RIDGE BEAM STRAP TIE AND HANGER CONNECTIONS SECTIONAL VIEW HEADER TO STUD WALL STRAPPING ELEVATION (OPENINGS >6' WIDE) C NOTE: AT CORNER COLUMNS AND SHEAR WALL PANEL ENDS, PROVIDE GALVANIZ STRONG TIE F #HDQ8SDS3 (832 UPLIFT) SPH6 AT EACH KING ", POST STUD AND EVERY OTHER STUD W/ (12) #10d - PLATE (1360# UPLIFT) GALVANIZED SIMPSON STRONG -TIES (2) H2.5T HURRICANE TIES AS SHOWN NOTE: PROVIDE GALVANIZED SIMPSON STRONG -TIE LSTA 12 STRAP TIE AT RIDGE CONNECTIONS Tl'P.(Dro5* TENSION). CONNECTION NOT SHOWN. NOTE: PROVIDE GALvANIZED SIMPSON STRONG -TIE U TYPE JOIST CONNECTIONS WITH SLOPED SEATS AND SKEW AS REQUIRED AT EACH CONNECTION. UNIT DESCRIPTION "U" VALUE TIE HEADERS TO D C OPG. HEIGHT JACK STUDS WITH A LSTA STRAP TIES D C LSTA 21 W/ (16) 10d (1235# UPLIFT) 2 ® EA. END E HEADER TO STUD WALL STRAPPING ELEVATION (OPENINGS >6' WIDE) C NOTE: AT CORNER COLUMNS AND SHEAR WALL PANEL ENDS, PROVIDE GALVANIZ STRONG TIE F #HDQ8SDS3 (832 UPLIFT) SPH6 AT EACH KING ", POST STUD AND EVERY OTHER STUD W/ (12) #10d - PLATE (1360# UPLIFT) GALVANIZED SIMPSON STRONG -TIES (2) H2.5T HURRICANE TIES AS SHOWN NOTE: PROVIDE GALVANIZED SIMPSON STRONG -TIE LSTA 12 STRAP TIE AT RIDGE CONNECTIONS Tl'P.(Dro5* TENSION). CONNECTION NOT SHOWN. NOTE: PROVIDE GALvANIZED SIMPSON STRONG -TIE U TYPE JOIST CONNECTIONS WITH SLOPED SEATS AND SKEW AS REQUIRED AT EACH CONNECTION. HEADER TO STUD WALL STRAPPING ELEVATION (OPENINGS <6' WIDE) A23 ANGLE CLIP AT SILL TO JACK STUD AT EACH END (4) #10d - STUD (4) #10d - PLATE (485# LATERAL) SP6 AT EACH JACK STUD W/ (6) #10d - PLATE (735# UPLIFT) 11 111 II 1 NOTE: 111 II 1 INSTALL 36" MIN, LENGTH CS16 STRAP TIES AT 111 1'J LOCATIONS SHOWN AT BAND JOIST LOCATIONS 1 11 11 1 W/ (20) 1 O SILL PLATES TO STUD WALL STRAPPING DETAIL TOP PLATE LATERAL CONNECTION SECTIONAL VIEW TOP PLATE LATERAL CONNECTION SECTIONAL VIEW SILL PLATE LATERAL CONNECTION SECTIONAL VIEW TOP PLATE LATERAL CONNECTION END VIEW TOP PLATE LATERAL CONNECTION END VIEW SILL PLATE LATERAL CONNECTION END VIEW NOTE: FOR FASTENER SIZES AND QUANTITIES SEE FASTENER SCHEDULE THIS DRAWING, GALVANIZED SIMPSON STRONG; -TIES H105 HURRICANE TIES, 18 GA. W/---� (8) 86 AT EACH TRUSS / PLATE CONNECTION TYPICAL AT EACH PLATE CONNECTION. (10101* UPLIFT / - EACH CONNECTOR) Lz CsALVANIZED SIMPSON STRONG -TIES SPH STRAP TIES AT EVERY @D OTHER WALL STUD, IS GA. W/ (12) 10d AT STUD CONNECTION. (1360" A UPLIFT - EACH CONNECTOR) T_ GALv. SIMPSON STRONG= TIE MODEL 32" MIN. LENGTH CS 16, STRAP TIES AT EVERY OTHER STUD WITH (1(o) 106 FASTENENERS GALV. SIMP50N STRONG TIE LATERAL TIE PLATE LTP4 a 24" O.G. WITH (12) ad FASTENERS AT TOP PLATE / RIM JOIST CONNECTION. NOTE:: AT CORNER COLUMNS AND SHEAR WALL PANEL ENDS, PROVIDE GALVANIZED STRONG TIE "HDQ8SD53 (83250 UPLIFT) SEE PLAN FOR LOCATIONS =( • ) GALV. SIMPSON STRONG TIE MODEL M6TA30, 18 GA. STRAP TIES AT 16" O.G. WITH (6) ad FASTENENERS INTO STUDS -� AND (8) 86 FASTENERS INTO BAND JOISTS. (800* UPLIFT) GALV. 6IMF50N STRONG TIE LATERAL TIE PLATE LTP4 a 24" O.G. WITH (12) ad FASTENERS AT SILL PLATE / BAND JOIST CONNECTION. UNIT DESCRIPTION "U" VALUE TIE HEADERS TO OPG. WIDTH OPG. HEIGHT JACK STUDS WITH UNIT AREA LSTA STRAP TIES D C AT EACH END. SEE ELEVATIONS CASEMENT 0.36 D TIE WINDOW SILL 7 5/16' A LSTA 18 W/ (14) 10d (1130# UPLIFT) Q EA. END E HEADER TO STUD WALL STRAPPING ELEVATION (OPENINGS <6' WIDE) A23 ANGLE CLIP AT SILL TO JACK STUD AT EACH END (4) #10d - STUD (4) #10d - PLATE (485# LATERAL) SP6 AT EACH JACK STUD W/ (6) #10d - PLATE (735# UPLIFT) 11 111 II 1 NOTE: 111 II 1 INSTALL 36" MIN, LENGTH CS16 STRAP TIES AT 111 1'J LOCATIONS SHOWN AT BAND JOIST LOCATIONS 1 11 11 1 W/ (20) 1 O SILL PLATES TO STUD WALL STRAPPING DETAIL TOP PLATE LATERAL CONNECTION SECTIONAL VIEW TOP PLATE LATERAL CONNECTION SECTIONAL VIEW SILL PLATE LATERAL CONNECTION SECTIONAL VIEW TOP PLATE LATERAL CONNECTION END VIEW TOP PLATE LATERAL CONNECTION END VIEW SILL PLATE LATERAL CONNECTION END VIEW NOTE: FOR FASTENER SIZES AND QUANTITIES SEE FASTENER SCHEDULE THIS DRAWING, GALVANIZED SIMPSON STRONG; -TIES H105 HURRICANE TIES, 18 GA. W/---� (8) 86 AT EACH TRUSS / PLATE CONNECTION TYPICAL AT EACH PLATE CONNECTION. (10101* UPLIFT / - EACH CONNECTOR) Lz CsALVANIZED SIMPSON STRONG -TIES SPH STRAP TIES AT EVERY @D OTHER WALL STUD, IS GA. W/ (12) 10d AT STUD CONNECTION. (1360" A UPLIFT - EACH CONNECTOR) T_ GALv. SIMPSON STRONG= TIE MODEL 32" MIN. LENGTH CS 16, STRAP TIES AT EVERY OTHER STUD WITH (1(o) 106 FASTENENERS GALV. SIMP50N STRONG TIE LATERAL TIE PLATE LTP4 a 24" O.G. WITH (12) ad FASTENERS AT TOP PLATE / RIM JOIST CONNECTION. NOTE:: AT CORNER COLUMNS AND SHEAR WALL PANEL ENDS, PROVIDE GALVANIZED STRONG TIE "HDQ8SD53 (83250 UPLIFT) SEE PLAN FOR LOCATIONS =( • ) GALV. SIMPSON STRONG TIE MODEL M6TA30, 18 GA. STRAP TIES AT 16" O.G. WITH (6) ad FASTENENERS INTO STUDS -� AND (8) 86 FASTENERS INTO BAND JOISTS. (800* UPLIFT) GALV. 6IMF50N STRONG TIE LATERAL TIE PLATE LTP4 a 24" O.G. WITH (12) ad FASTENERS AT SILL PLATE / BAND JOIST CONNECTION. °DpD. 11" I�N2 11L7fl� �JRDff2 Il T Il9 nA.DIffEi q'7 QAQD1H Ny AIIT IHE L�d� aQ� scale 3/4" = 1'-0" WINDOW SCHEDULE UNIT DESCRIPTION "U" VALUE TIE HEADERS TO OPG. WIDTH OPG. HEIGHT JACK STUDS WITH UNIT AREA LSTA STRAP TIES REMARKS AT EACH END. SEE ELEVATIONS CASEMENT 0.36 D TIE WINDOW SILL 7 5/16' 23 7/16' PLATES TO JACK 3.3 S.F. STUDS WITH GALV. LOW E4 HP SMARTSUN GLAZING EXTENSION JAMBS, TRUSCENE SCNS A23 (4) 10D AT CASEMENT STUDS AND (4) 10D 2'-4 3/8' W x 4'-0' H AT SILL TYP. AT EA 43 1/8' 6.8 S.F. END (485# SCHUCO LATERAL) (2) 2 x 4 OR (1)2x6 3 3 3 3 10'-0' 10 TIE HEADERS TO 4 JACK STUDS WITH 4 LSTA STRAP TIE AT 12'-0' EACH END (2) 2 x 6 TIE WINDOW SILL 4 5 PLATES TO JACK each block STUDS WITH GALV. 3-16d A23 (4) 10D AT JOIST ON LEDGER TO BEAM (TOE -NAILED) STUDS AND (4) 10D per joist AT 511-L TYP. AT EA 3-16d END (485# ° LATERAL) per foot R 0 0 F S H E A T H I N G I 1 5/8" DEFORMED OR 6'o.c. edges & field 4'o.c. 0 gable ends -edges & field EPDXY SET 2-8d 3-8d ANCHOR BOLTS C E I L I N G S H E A T H I N G SPACED AT 3'-0" A o O.G. W/ BP 5/8-3 BEARING PLATES W A L L S H E A T AND NUTS. Q C 8d 4 FIBERBOARD PANELS 7/16' 25/32' C O 3' edges / 6" field 3' edges / 6' fleld °DpD. 11" I�N2 11L7fl� �JRDff2 Il T Il9 nA.DIffEi q'7 QAQD1H Ny AIIT IHE L�d� aQ� scale 3/4" = 1'-0" WINDOW SCHEDULE UNIT DESCRIPTION "U" VALUE UNIT DIMENSIONS OPG. WIDTH OPG. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKS CR 125 CASEMENT 0.36 l'-5' W x 2'-4 3/8' H 7 5/16' 23 7/16' - 3.3 S.F. ANDERSEN LOW E4 HP SMARTSUN GLAZING EXTENSION JAMBS, TRUSCENE SCNS CW 14 CASEMENT 0.36 2'-4 3/8' W x 4'-0' H 22 9/16' 43 1/8' 6.8 S.F. 9.5 S.F. SCHUCO LOW E GLAZING EXTENSION JAMBS SCREENS WINDOM/ PROTECTION ALTERNATE: IN LIEU OFSTORNIWATCH WINDOW UNITS, PROVIDE A DEDUCT COST FOR THE PROVISION OF 23/32' THICK APA SPAN RATED 48/24 SHEATHING GRADE EXTERIOR PLYWOOD CLOSURE PANELS NUMBERED AND FABRICATED FOR EACH INDIVIDUAL WINDOW AND DOOR UNIT, FASTENING SHALL BE ACCOMPLISHED WITH 2 1 /2' LG. 18 WOOD SCREWS SPACED 12' O.C. ON EACH SIDE OF EACH PANEL PANELS SHALL BE SIZED 8' WIDER THAN THE OPENING. FASTENING SHAI-L BE SECURED TO WINDOW CASING TRIM, ALTERNATE TO WOOD SCREWS: PROVIDE THREADED #10 HILLMAN TEE NUTS ATTACHED TO BLDG. W/ #10 1 1/2' MACHINE BOLTS AND WASHERS AT 12' O.C. MARK PANELS FOR READY IDENTIFICATION AND ARRANGE A STORAGE LOCATION FOR PANELS WITH THE OWNER. FASTEIJER SCHEDULE B (WFCM 2001) 1,"UiATION ROUGH OPEIWG O O O O O O 2'-0' 2 (1)2x4OR6 1 1 1 1 4'-0' 4 (1)2x4OR6 2 2 2 2 6'-0' 6 (2) 2 x 4 OR (1)2x6 3 3 3 3 8'-0' 8 (2) 2 x 4 OR (1)2x6 3 3 3 3 10'-0' 10 (2) 2 x 6 4 4 4 4 12'-0' 12 (2) 2 x 6 5 4 5 4 MAXIMUM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STRUCTURAL MEMBER ALLOWABLE DEFLECTION L/180 RAFTRS> THAM 3/12 - NO FINISH INT . OWVALLS AND PARTITIONS H/180 FLOORSA.ND CEILINGS L/360 ALL"EiER STRUCTURAL MEMBERS L/240 WAG W/ STUCCO OR PLASTER FIN. H/360 EXT. W.LLS - WIND LOADS / BRITTLE FIN. i L/240 EXT. VI -LS - WIND LOADS / FLEXIBLE FIN. L/120 GENERAL NOTES 1. CONTR/TOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PDR TO COMMENCING CONSTRUCTION. 2. DO N'OSCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSNS. 3. ALL W6; SHALL CONFORM TO THE 2010 RESIDENTIAL CODE AND THE 2010 ORGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 4E 2001 WOOD FRAME CONSTRUCTION MANUAL, WFCM 2001 AND I•f NEC, LATEST EDITION. 4. ALL FC INGS SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING CAP /.'.'i� OF AT LEAST 1 TON PER SQUARE FOOT AND SHALL HAVE A MINIMUICOVER OF 3 FEET BELOW GRADE. 5. THIS PIJECT WAS DESIGNED IN ACCORDANCE WITH REFERENCE STANDA) WFCM FOR ONE & TWO FAMILY DWELLINGS - ANSI / AF&PATCM-2001. 6. STRUCRAL LUMBER SHALL BE DOUG. FIR #1, Fb = 1000 psi. (base) E=1,76000 PSI; NONBEARING LUMBER SHALL BE HEM-FIR#2 WITH Fb 850si. (base), E = 1,300,000 psi. 7. STRI,','�'; STFEL SHALL BE ASTM A-572, DETAILED, FABRICATED AND ECTED IN ACCORDANCE WITH THE AISC. 8. ALL HDERS SHALL BE SUPPORTED ON 4x4 POSTS MIN. UNLESS NOTED rHERWISE ON THE DRAWINGS. 9. PROVIDDOUBLE HEADERS AND TRIMMERS AT ALL FLOOR, STAIR AND ROOF ENIN:GS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALL TO SAME. 10. ALL HDERS LESS THAN 5'-0" SPAN SHALL BE (2) 2x10 UNLESNOTED OTHERWISE. 11. PROVIDSOLID OR 5/4" x 3" CROSS BRIDGING AT 8'-0" MAX. 12. PROVIDH.D. GALV. FRAMING CONNECTORS AT ALL BUTT STRUCTURAL CONNEONS AND (2) H2.5T (SHOWN) OR H2 (FOR ALIGNED STUD/JST) HURRICE TIES AT TOP PLATE TO ROOF FRAMING CONNECTIONS. 13. PROVIDHARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN ALL Be00MS (NEW AND EXISTING), AND AS REQUIRED BY CODE AND THE LAL AUTHORITIES. PROVIDE A CARBON MONOXIDE DETECTOR AT EACH IOR LEVEL. 14. CONTRFOR SHALL DO ALL PATCHING REQUIRED DUE TO NEW WORK AND /'R REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH AND KCH EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 15. UNLES40TED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE THOSE- THE ANDERSEN CORPORATION HIGH PERFORMANCE UNITS WITH V -E4 GLAZING COATING, EXTENSION JAMBS, TRUSCENE SCREE GRILLES AS SHOWN ON DRAWINGS. 16. DOT 1). W/ ENVIRO-SAFE WOOD SILLS SHALL BE (2) 2x6 WITH 5/8"k. ANCHOR BOLTS SPACED 2'-0" O.C. MAX. (BEARING WALLND 3'-0" NON-BEARING WALLS). PROVIDE 2 BOLTS WITH 3" Sr, 1/4" WASHERS PER SILL SECTION MINIMUM. PLACE BOLTS WITHI,'-0" OF ALL CORNERS. INSTALL OVER SILL SEALER AND TERkSHIELD (TYPICAL). 17. CONCE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3 PSI (3500 PSI W/5% AIR ENTRAINMENT FOR EXTERIOR EXPOES). FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (WFCM Table 3.1) DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING OF FASTENER R 0 0 F F R A M I N G RAFTER TO TOP PLATE (TOE -NAILED) 3-8d per rafter CEILING JOIST TO TOP PLATE (TOE -NAILED) 3-8d per joist CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) 7-16d each lap CEILING JOIST, LAPS OVER PARTITIONS (FACE -NAILED) 7-16d each lap COLLAR TIE TO RAFTER (FACE -NAILED) 4-1 Od each lap BLOCKING TO RAFTER (TOE -NAILED) 2-8d each end RIM BOARD TO RAFTER (END -NAILED) 2-16d each end W A L L F R A M I N G TOP PLATE TO TOP PLATE (FACE -NAILED) 2-16d " per foot TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4-16d joints - each side STUD TO STUD (FACE -NAILED) 2-16d 24' o.c. HEADER TO HEADER (FACE -NAILED) 16d 16' o.c. along edges TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-16d 3-164 4-16d per 2 x 4 stud per 2 x 6 stud per 2 x 8 stud BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, END JOIST OR BLOCKING (FACE -NAILED) 2-16d " 3-164 " per foot per foot at shearwalls F L 0 0 R F R A M I N G JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-8d per joist BRIDGING TO JOIST (TOE -NAILED) 2-8d each end BLOCKING TO JOIST (TOE -NAILED) 2-8d each end BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3-16d each block LEDGER STRIP TO BEAM (FACE -NAILED) 3-16d each joist JOIST ON LEDGER TO BEAM (TOE -NAILED) 3-8d per joist BAND JOIST TO JOIST (END -NAILED) 3-16d per joist BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-16d ' per foot R 0 0 F S H E A T H I N G STRUCTURAL PANELS 8d 6'o.c. edges & field 4'o.c. 0 gable ends -edges & field DIAGONAL BOARD SHEATHING 1"x6" OR 1' x 8' 1"x 10" OR WIDER 2-8d 3-8d per support per support C E I L I N G S H E A T H I N G GYPSUM WALLBOARD 5d coolers 7' edges / 10' field W A L L S H E A T H I N G STRUCTURAL PANELS 8d 6' edges / 12" fleld FIBERBOARD PANELS 7/16' 25/32' 6d 8d 3' edges / 6" field 3' edges / 6' fleld GYPSUM WALLBOARD 5d coolers 7' edges/ 10' field HARDBOARD 8d 6'o.c. edges / 12' fleld PARTICLEBOARD PANELS 8d 6'o.c. edges / 12' field DIAGONAL BOARD SHEATHING 1" x 6" OR 1' x 8' 1" x 10" OR WIDER 2-8d 3-8d per support per support FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS GREATER THAN 1' 8d 10d 6' edge / 12' field 6' edge / 12' field DIAGONAL BOARD SHEATHING 1" x 6" OR 1'x 8' V x 10' OR WIDER 2-8d 3-8der per support support pport NOTE: NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'o.c. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3' o.c. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. 0o C� as f e e I e y a rc h It e c t u r e seal: J U CO LU ULI Or-�(> U � �O as 2CO� N (n ARE LU C3 %n �-- U ® U �' C2 W♦ 6 C5 / J project title: PROPOSED BARN for the WILSON RESIDENCE MATTITUCK, N.Y. drawing title: q'40 2 Q]QDRHR" �AHA.1�TQa2 HINh QDR_1�1RE. A.ITHQDN drawn by: checked by: L1 IF 6Cx date: scale: 10-01-12 4S NOTED drawing number: V,�D o Q'D of STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011-25